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HomeMy WebLinkAbout49075-Z At. Town of Southold 9/13/2023 P.O.Box 1179 0 .0 x 53095 Main Rd 01 ��j0 ap� 4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44539 Date: 9/13/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 100 Greenway E, Orient SCTM#: 473889 Sec/Block/Lot: 15.-2-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/23/2023 pursuant to which Building Permit No. 49075 dated 3/31/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: covered porch addition to existing single family dwelling as aapplied for. The certificate is issued to Bunn Jr,Robert&Carolyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED i A or zed i nature �SUF TOWN OF SOUTHOLD moo ��y BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "may • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49075 Date: 3/31/2023 Permission is hereby granted to: Bunn Jr, Robert 100 Greenway E Orient, NY 11957 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 100 Greenway E, Orient SCTM #473889 Sec/Block/Lot# 15.-2-21 Pursuant to application dated 2/23/2023 and approved by the Building Inspector. To expire on 9/29/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $291.20 CO-ADDITION TO DWELLING $50.00 Total: $341.20 Building Inspector SOGjyO TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o OAJ c� DATE INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS v� FOUNDATION(IST) v� ------------------------------------ C FOUNDATION (2ND) rn z s � cn ROUGH FRAMING& PLUMBING 1 ` I r INSULATION PER N.Y. y STATE ENERGY CODE Oil W � ✓lc FINAL ADDITIONAL COMMENTS �l l -�v �f a3 s 1� z �rn mX a t� X Z Y y x d b y S�FfO(qz� ��o�o coop TOWN OF SOUTHOLD-BUILDING DEPARTMENT ?� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 W � Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT W JJSFor Office Use Only D PERMIT NO. Building Inspector: gq V yl_- -1 (: ... 3 rtO23 Applications and forins'.must be filled out in"fheir entirety.Incomplet"e; �UILOIIUGOEPT. applications will riot"be'k'epted.,Where,the Applicant is",not the-'owl.er,an,,,, - TOWNOFSOOTHOLD Owner's Authorization;form;(Page,2)"shall bexom pleted..',,." Date: OWNER(S).OF PRO,PERTy: Name: Robert and Carolyn Bunn SCTM#1000-15-2-21 Physical Address:100 Greenway East, Orient NY 11957 Phone#:(516) 650-3351 Email:jmcc06@icloud.com Mailing Address: 100 Greenway East, Orient NY 11957 CONTACT;PERSON: Name:Robert Bunn Mailing Address: 100 Greenway East, Orient NY 11957 Phone#: (516) 650-3351 Email-'mcc06@icloud.com DESIGN PROFES$IONAL'INFORMAT,ION "..' ; Name:Todd O'Connell, AIA Attn: Joe Robinson Mailing Address:1200 Veterans Memorial Highway,_Suite 120, Hauppague NY 11788 Phone#:(631) 650-6666 Email:Todd@tdarchitects.com CONTRACTOR,INFO " RATION: M Name:Constantine Rigas Mailing^Address:22260 Main"Road, Orient NY 11957 Phone#:917-50978751 Email:c @ rigasco.gom DESCRIPTION"OF"PROPOSED.CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ®Other Porch $20,000 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ®Yes ❑No Please note-Contractor(Constantine Rigas)insurance and license information/certificates are on file with the Town of Southold. 1 PROPERTY INFORMATION;,•.';.�,,,' Existing use of property:Sin.gjQ,Fam[ly Intended use of property:Slnl le Familyw/Porch Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check.Box After Reading:,The owner/contractor/design;professional is responsible for all drainage and.stormwater Issues as provided,by Chapter 236 of the Town Code: APPLICATION IS HEREBY MADE•to.the Building Department ort the issuance of a Building Permit pursuant to the Building Zone, Ordinance of the Town. Southold,Suff,olk;County,New York and other applicable Laws;Ordinances.or,Regulations,-for.the construction of buildings, additions,alterations or for removal,or demolition as heief described:The applicant agrees iocomply with all applicableaaws,ordinances;building code,,. , housing code and regulation's and,to admit'authorized inspectors on premises and in bullding(s);for.necessa,ry;inspections.•False statements made herein are , punishable as''a Class A�misdemeanor pursuant,to Section 210.45 of the New York State Penal;Law:' Application Submitted By(print name): 2�- BAuthorized Agent L�Uwner _. .. ....._ ._._.._..__.. _. .._._` ..,n.__. ..__.w_ _..._._ .. .. ..... .._.._ _.. ...__.. Signature of Applicant— STATE OF NEW YORK) SS: COUNTY OF 4'qrj-4 U ) &nil being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the d4"w'-"- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1-7 day of 6 ^'� , Zp 2;7 �—121— Notary Notary Public PROPERTY OWNER AUTHORIZATION (See separate owner authorization) DOMENICO EISNER NOTARY PUNLII -STATE O NEW YORK E16367 Qualified in Nassau County Commission Expires 05/09/2 2 SURVEY OF LOT I N MAP OF GREEN ACRES AT ORIENT FILED APRIL 13,Ig62,FILE No 5540 W E 51TUATS ORIENT TOP,Ns 5OUTHOLD S SUFFOLK COUNTY, NY SURv fW 12-06-•2019 SUFFOLK COLHTY TAX p 1000-1.9-2-21 CERTIPW W. Rebmt[mod Boar.h. Bmm AQlSi to Ai6etmaCap. S�Tliol I�oo Co�y�loa i Lot 2 � p Ofe i 500 ' N ,o Lot t w 1pw 1w NOTESt ;�:• °La� 1�, `� u... ....ate... q... ■ MONUMI�FO" ,r �LCA•j�3� FMt►s.a.ti u-..w.n� 0 PIPE FOUND _.•• ,. I AREA_ 26,406 S.F.OR 0165 ACRE JOHN C. EHLERS LAND SURVEYOR 6 HAST MAW S MUM N.Y.S.UC.NO.S0202 GRAPHIC SCALE I"=W. PIVERHEAA.N.Y.11901 631-369-8288 ItBF.SIU¢aaVohnlDtopbaoc1i8l1B-163 fm CLIMATIC AND 0E00FAFH1r, DESIGN ORITERIA f TA5LE 8501.20) WIND DESIGN SUBJECT TO DAMAGE D FROM � GROUND SPEED TOPOO SPECIAL WIND SEISMIC € SNOW (MPH) RAPHIG WIND BORN DESIGNT(I -AORC D O'CONNELL WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEANH IT ECT P.C. LOAD EFFECTS REGION ' DEBRIS GATT OORY a DEPTH p DESIGN BARRIER HAZARDS 9 FREEZING ANNUAL k ZONEm TEMP REQUIRED h INDEX ' TEMP .i �'E ,_, .'}�) '� T : TODD O'CONNELL AIA 30 150vUlt NO NO I MILE B BOF 3 FT MOD TO FEMA Dram,� �/ '3 FROMSEVERE BFG HEAVY 15 YES FLOOD 1500 OR 55.4 � 1200 Veterans Memorial Highway COAST MAP LESS F' ✓ lI n, OCCUPANCY OR Suite 120 PANEL# _ 'y. r Hauppauge,NY 11788 I n 'Y JILL; •;, n-EPARTMENT AT MUSE I— MANUAL M AL � DEMON GRITERIL� 022 S AM 4 F FOR THE S UNLAWFUL P(631)650-6666 `aIv'n'c '`'v" T' ' S "��ITI�IOUT CERTIFICATE IF(631)65a-6667 O ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE _,;I�,G�+. �J"� - �.V,•,i .r,,- I .�� t HEATING COOLING FACTOR TEMPERATURE CODLING DIFFERENCE �cOJI,ED (516)658-0325 z ------ R PCur, OF OCCUPANCY ------ '- ),.,.;la - F(-�11'I.,G Q PLUMBING COOLING WIND WIND GOINGIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMID <;1;LATION ITY a CN`i r'r"",J MUST TEMPERATURE VELOGITY VELOCITY NET BULB DIFFERENCE HEATING COOLING 5 0604810" E 1,70.00' Ac.:. CONSTRUc''"i � ' \ ...,Iv SHALL MEET THE F�TF,If•f STORM WATER RUNOFF ;���` -- ------ ------ ------ ------ ------ RE,,UIRFMFNTS OF THE CODES OF NEW `LII•�SUANT TO CI-11"TTER 236 YORK STATE. NOT RESPONSIBLE FOR /� �,r. DF31GN OR CONSTRUCTION ERRORS. I Ui= �I-ic TOWN CODE. � !' 1 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR 5='EGIFIGATIONS ARE IN GOMPLIANGE I' SHED 1 WITH THE FOLLOWING: ' COMPLY WITH ALL CODES OF 1 O , 2020 RESIDENTIAL GODS OF NEW YORK STATE NEW YGRI< NATE &. TOWN CODES 1 �,�,�//.,..y.y/.R'4 ``, �[�' g ��gr ° �' � �=' b •4.�# $...L.A.. f7.I:: i:s Y i «.ib 1 ..6. �.A' �j' 1 PUBLICATION NOVEMBER 20111 -- AS REOli1AND CONDITIONS OF 2020 RESIDENTIAL PRO . NEW CODE OF NEW YORK STATE F,EC? 5 PS 1 CHAPTERS 12-25 FOR MEGHANIGAL SYSTEMS (20 Q.FT.) 0ly - 2020 RESIDENTIAL CODE OF NEW YORK STATE r- PROP. FREE O M CHAPTERS 24 FOR FUEL $ CAS SYSTEMS ;' Jid RUSIrES O O - ,,,,,.. All exterior ZO # for li � (228 SQ.FT.) /;;;;;� �,;;.�; .,,;,,' � 2020 RESIDENTIAL CODE OF NEW YORK STATE lighting z 1 CHAPTERS 25-55 FOR PLUMBING SYSTEMS installed,replaced or < v repaired shall conforms —� 42.5 1 � 2020 RESIDENTIAL CODE OF NEW YORK STATE to Chapter 172 z vl O CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS of the Town Code v z HURRICANE TIES MANUFACTURED BY 2 5TOR1' 1 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SIMPSON 5TRON5-TIE CONNECTORS MODEL FRAME RE5. 1 N No. H2.5 OR APPROVED EQUIVALENT AT EVERY AS ADOPTED WITH THE 2018 IEGG � 3 � J O RAFTER TO BEAM CONNECTION BOTH SIDE 130 m w n o 1 THE PROJECT COMPLIANCE METHOD GHOSEN 15 TOTAL 7 ww��0oo0 1�1 UA-ALTERINATI�/E AND A RE SGHEGK HAS BEEN SUBMITTED D- in in o T 1 WITH THESE DRAWINGS. T w o w x w"�w �z�QQ0WO?0. M 1 zwONz0�LL n U�1,lnJWwQOZ�o w 0 00 I-v3d)-nF- tY� �*_nzF0 'za��z v m ROOFRAFTE $�3a�i�Oom�� 1 1 �Q O O � } zv O Z 10-o 1 P05T GAP MANUFACTURED BY SIMP50N w? z w O Q w o o 1 1 5TRON6-TIE CONNECTORS MODEL No. BC52-5/6 Q `?o s Q o f ° QV w�u� O � OR APPROVED EQUIVALENT INSTALLED cv ` A5 PER MANUFACTURES SPECIFICATIONS d I'f1-zOv� w= Qvf i=30d I Ill_wwlxQ fY BEAM o-`� ly ' culJl oQ�Ualu�2 Ill N I DECORATIVE COLUMN DOVERcy bxb COLUMN [1Qx Qw�Qwd COLUMN BAS i ' �i,-aa�is)oo�o� p i jj (� (� F- F- N 06048'20" W '- 20q.'15' r^ GREENNA`r EAST .x�. i 0 P. GONG. 5LA ! Z . IIS d � v a o COLUMN BASE MANUFACTURED BY a z SIMPSON STRONG-TIE MODEL Q No. GB066-5D52 INSTALLED a a ~ AS PER MANUFACTURERS z z Q SPECIFICATIONS OR APPROVED O O EQUIVALENT a Z PLOT PLAN SCALE: I" = 10'-O° P.GONG. CHEEK WALL 'O I fn in POP...0H STRAPPING DETAIL a V� N Q � Q 50ALE:: 5/4" = 1'-0" o 0 HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN ZONING INFORMATION- ZONINOVL�ULATIONS -RAFTERS DO NOT ALIGN WITH 5TUD5 TONN OF SOUTHOLD SECTION: 15 BLOCK: 02 LOT(S): 21 ZONE: R40 50. FOOTAGE SIMPSON STL. #H-TZ TOO BBE E U IE CONNECTOR �) USED WHEN LOT AREA 281406 5G2.PT. RAFTER ALIGNS WITH STUD USE A MINIMUM OF TWO 8d �' L ZONE: F:40 REG2UIRED EXISTING PROPOSED NAILS THIS SIDE WITH A LOT AREA 40,000 50.ET. 28,40( 5G2.PT. NO CHANGE TOTAL OF FOUR INTO RAFTE Z 1,56(.84 50.FT. ' LOT WIDTH 150 ET. 1c15 PT. NO CHANGE OL DWELLING W/ STEPS o ° o� ° ROOF RAFTER �`, �l' �-- FRONT YARD(GREENWAY) 50 PT. 60.2 ET. NO CHANGE SHED la2 SQ.PT. DOUBLE TOP PLA 1 1 Z FRONT 'YARD(STATE RD.) 35 PT. I OO.G I PT. NO GRANGE PROP. SCREENED PORCH 228 1-1-1 SQ.PT. I i i Z rn J U Q ° j-�--� o• TUD PLATE TIES MANUFACTURED BY 51MP50N REAR 1''ARD 50 PT. Sof.5 ET. 50 PT. PROP. REAR STEPS 20 SG2.PT. �, CU ,I 1 �t I5 �T. IS �T. NO CHANGE STRONG-TIE CONNECTORS MODEL No. RSP4 l_l_I OR APPROVED EQUIVALENT AT EVERY STUD S I DE Y� RD � TO PLATE CONNECTION WHEN RAFTERS DO NOT BUILDING HE 1 GHT 2.5 STR`r/55 ET. 2/ 24.5 PT. NO CHANGE ALIGN WITH STUD L LOT GG'1�ERAGE 20 % 5.5 % &.4 % TOTAL 1,80(.84 SQ.PT. - 0° / TOTAL 6.4 STUDS ® Ib" O.C. ° TWO 8d NAILS ;ne fir Q INTO PLATES _. O m Q w 16HT 8d NAILS � � b INTO STUDS N Uzl z o 3 R00f STRAPPING DETAIL. � m 4 z [A O 50ALE: 5/4" = I'-C" Q "\ O p � s k, 'kTH'ift6fir TODD O'CONNELL D ARCHITECT P.C. WALL KEY DEGKIN — — EXIST TO BE REMOVED TODD O'CONNELL, AIA EXIST TO REMAIN 1200 Veterans Memorial Highway suite 120 I NEW WOOD FRAME CN57 - Hauppauge,NY 11788 II EX15T'O 2x4 5TUD5 0 16" O.G. o i' NEW POURED CONCRETE N P(631)650-6666 4"x4" P057 UNLESS OTHERWISE F(631)650-6667 II SIDING TO BE SELECTED ® NOTED C(516)658-0325 B OW ER ® HOLD DOWN A5 NOTED I 4? EXIST'O F.J. 1611 O.G. HARD WIRED SMOKE DECK JOIST O DETECTOR W/ BATTERY _ BACK-UP x6 POST 80 GFM FAN TO EXTERIOR _._W _........................ HARD WIRED CARBON MONOXIDE n COLUMN BASE MANUFACTURED BY 51MP50N STRONG-TIE DETECTOR W/ BATTERY BACK-UP U- V ODEL No. GBQ44-5D52 INSTALLED AS PER MANUFACTURERS a '^ i I E S? 1� SPECIFICATIONS OR APPROVED EQUIVALENT MIN 12" A.F.F. A5 PER . e �, '-' 2020 RESIDENTIAL GODS OF NY5 .� 2X1 WD L CONNECT SONOTUBE FILLED W/P.GONG. DENOTES EGRESS WINDOW WIT-f I' IP AND 6"LAG BOLT 1'0.0 DECKING " sr GG TECO JOIE To \�, `_ ' r ®56 BELOW GRADE MIN. 3 !d dJ J/ o I I I Vdl ZING GOA DOR HOT IPPED X ,� '��''•�N /,,� WASHERS TO CREATE r��.i I 6 VAN1 ED- . , AIR SPACE BETWEEN `W DECK JOISTS USE SIMPSON Z-MAX OR HD6 CONNECTORSf-- TO INCREASE CORROSION RE515TANCE _ - i TECO FOR ALL HARDWARE IN CONNECTION16 LEDGER W/ AGO LUMBER. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 1I� ALUMINUM FLASH I NO r � J o z # VA 11 < v LE17OER r�)ETA I L l�EO< OONNEGT I ON l7ETA I L ROOF PLAN z � 50ALE: 1 1/2" = 1'-0" SCALE: 5/4" = I'-O" " _ � " ° Z SCALE: I/4 I -O v ~ 3 --- 24'-D" "In",ul - O 15'-II" 4'-O" 3'-II" p w F 0 It O 2x12 GQ 5 IN6ER5 �„�F 0 0 0 z w L IU O zi'-TZ =P I-0 NEW CONCRETE PLATFORM r n F<z 0',-! u z�~vuw� ~ FOR LAST RISER OF I w w STAIRS L J L J m �YTkQ '0Q�� d 1--Q JsO�zVF-DII V H 4'_ PROP.(2)2'X8"AGQ.WD-HEADER PROP.(2)2'X8"ACQ.WD HEAD PROP.(2)2"X .WD HEADER ° F Q p•�i z Q O J -7_ ��L L — JEfPDs 7'-II4 L —152E -6�2 L sr� 334 L J — - � �- Nw�ozQo�a�� �/ PROP.MTI X f41 zO� -T ly �F ENGAPUSLATED LVL FLUSH 6 >0 t jD (n. LL=0 ��H30Q 6X6 ACO WD. POSTS DOWN a _ `� w p ~0 z d TO 14"0 50NO-TUBE ON "I k 0=w d 0 24"X24"X12" W/3500 si CONCRETE FOOTINGS,MIN. -- N _ °w v 0 ~ `9 13�9 86" BELOW GRADE (TVP) O �W~t�Omw�*u M � V - Ex1sr. _I j"xb" COMPOSITE ,- ���°�Q��u o° M EGKING OVER 2"x8" 2X10 ACQ WD LEDGER CONNECT Q ® e �� r.- „ T 0 w z =O T O 7- WITH WITH 1" m AND 6'LAS BOLTS r O.G. 01- NOTE: CONDITIONS DRAWN AND NOTED AS G� (ACG?) D.J. ® I6 O.G. 0 7 0 0 z v 0 w aa ���d-aca ' STABBER TECO JOISTS TO LEDGER X N O d x Q w Q w o EXI5TINCG ARE TO BE CONFIRMED AT START OF WITH ZING COATED OR HOT DIPPED O GONSTRUGTION. ARCHITECT IS TO BE NOTIFIED "T'$d Q I� 3 i i° SALVANIZED-TYP. 0 0 V IMMEDIATELY OF ANY DISCREPANCIES. UPGRADE AS NEEDED �s EXIST. EXIST. EXIST. / EXIST. EXIST.(2)2"SCF F EIDER N.I.F EXIST.(2)2'X12"HEADER(V.I.F EXIST. EXIST. EXIST. O O U � 0 N F- z w FOUNDATION FLAN FIRST FLOOR FLAN 0 SCALE: 1/4" = P-O" Q 5GALE: I/4" O t= V _O O U1 N R• n EX15TINS G.J. m Q O 011 1 EXI5TIN6 HOUSE 2"XIO"ACQ WD LEDGER EXISTINS HOUSE ASP PLT SHIN LES CONGEALED ALUM. CONNECT WITH Iii m AND T BE SELF TED FLA5-HIN6 AS 6'LAG BOLTS I'O.G. CONCEALED ALAS OVER 15# UILDIN6 ELT 5TASSER TECO JOIST'S — REQUIRED TVP. 4x3 ALUMINUM TO LEDGER WITH ZING REQUIRED-TVP. GUTTER T.O. SCREEN ROOM ROOF COATED OR HOT DIFFM T.O. SCREEN ROOM ROOF N/5x4 ALUMINUM 6ALVANIZED-TYP. , i BE BY D tl2' 10" . Q ---. ........ . .. SELECTED 4 -_... ..:. ..... ..�_ ...._ _. __... � GON i Off' TO BE SELECTED S ._._._.__...., ON I"X6" FASG FLASHIN5 AS i 2��6 - -- M p x I 4 GEA ALUM. R LED L - 3x4 ALUMINUM IA RE UIRED TYP - - OVER 15 BUILDING __._..__...__.__....__. ......_. _..........::...... _........._._..__._.... - i w.:: .:........................:.. . BE BY BOARD �� LEADER TO :. ...,..-.,. SELECTED W/VENTED -- -- - ----- - SOFFIT O -_ - - _ -- � ON I"X6" FASCIA ..___ ______..._.___...__..._... ..__. LU EXISTINS BOARD PROP.4X4 WOOD HOUSE W/VENTED %` POST W/SCREEN - SOFFIT AND RAIL BEHIND (1 SIDING TO MATCH +- -x r EXITING HOUSE h C rlalll xy �JC DA :D i I I I I I I (I €f ' I I �' $' I� � E� i u I€ 3: 1 i :I � � ( '! I I I>jl }�i[ € '�������'///"� 1 � �-•1--1 0 I` 1; W/ CATHEDRAL FILING I EI } RA LIN6�a-BE SELECTED BYO RAILING TO BE SE D BY O R I I € 1 I Lid I ' i f I E �' i, � Y '? "xb'COMPOSITE i ;s .l € I ;; ;r i L-1 DEGKINS TO BE Ij I, f` SELECTED BY OWNER I I I ( ! I: `t! I DECKING �%/ "✓ i 1 1 1 FASCIA AND LATTICE TO T.O. DECK EXISTING F J. T.O. DE TE OWWER I ` I ELEV. ±1'-5" 2X8 DECK JOISTS ELEV. tl' S" TTT PROP. I x-t " t l 'I ' ENGAPUSLATED VL#FLUSH 3 _I GRADE GR E ft F. .r fA(a`• f:t�� s¢:, r.: V UA 14"X86"GONG.FOOTING I FASCIA AND LATTICE TO__/ ' o POURED 36 MIN BELOW 2"XIO"ACG WD LEDGER BE SELECTED BY OWNER o IU TRADE(ri CONNECT WITH J" m AND 0 z \/ 6" LAO BOLTS I'O.G. \/ REAR ELF X ATI ON STAGGER TECO JOISTS SIDE ELE Y AT I ON TO LEDSER WITH ZING Q COATED OR HOT DIPPED IK 50ALE: 1/4" = 1'-0" GALVANIZED-TYP. D SCALE: I/4" = I'-O" D w �I SEOTION A-A N N N z m < z 50ALE: 1/4" = P-O" p d v Q D N TABLE R&02.5(5) SIZE, HEIGHT AND SPAC I NO OF WOOD STUDS a k TABLE 8602.5(1) TABLE R602.50) BEARING WALLS NON-BEARING WALLS FASTENING SCHEDULE FASTENING SCHEDULE OONTINUED MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN '- --� NUMBER AND TYPE NUMBER AND TYPE SPACING OF FA5TENER5 LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, 5UPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY ARC HNi T�G T ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c 5PACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER 'J"' STUD SIZE (INCHES INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED TODD O'CONNELL ROOF EDGES, eUFFORr5'A (INCHES) HEIGHT g (FEET) ORA HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLYOR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT A R C H I T E C T P.C. 4-ad BOX (2 J"X0.11311 (INCHES)) OR WOOD STRUCTURAL PANELS, SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC, ASSEMBLY (INCHES) HEIGHT e (INCHES) Q (FEET) a (FEET) 1 BLOCKING BETWEEN GEI;_ING JOISTS OR RAFTERS 3-8d COMMON(2 Y2"X0.131");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TO TOP PLATE 3-IOd BOX (2 Y2"X0.12a');OR 6d COMMON 2"X0.113" NAIL SUBPLOOR,WALL I f TODD O CONNELL, AIA 3-3"X0.131" NAILS 30 5/e," -Y211 ad COMMON(2 Y2"X0.131")NAIL(roof);or RSR5-06 12 1200 Veterans Memorial Highway s 2 3/5" X 0.113") noll (roof) Suite 120 4-8d BOX(2 �"X0.113") ORad COMMON NAIL(2 Y2 2"X0.131");or RSR5-OI; f 3-ad COMMON (2 Y2"X0.131");OR PER JOIST,TOE NAIL 31 9211 - I'I (2 s/8" X 0.113") noll (roof) 6 Hauppauge,NY 11788 2 CEILING JOISTS TO TOP PLATE 3-10d BOX(2 Y2"X0.12a");OR lad COMMON(3"X0.148") NAIL;OR 6 2 P(631)650-6666 3-3"X0.131" NAILS 32 YB" - Y4" ad (2 Y2"X0.131") DEFORMED NAIL F 1631) 650-6667 CEILING JOIST NGT ATTACHED TO PARALLEL RAFTER, 4-IOd BOX(3"X0.125') OR OTHER WALL 5HEATHIN0 3 LAPS OVER PARTITIONS 3-16d COMMON(3 Y2"X0.16211);OR FACE NAIL Yz° GALVANIZED ROOFING NAIL,�(b"HEAD C(516)658-0325 (see 5ection R502.5.2 and Table 502.5.2) 4-3"X0.131" NAILS 33 Y2" STRUCTURAL GELLUL051G FIBERBOARD 3 6 SHEATHING DIAMETER,OR I Ya"LONG I6 ga. STAPLE WITH 24 10 10 �� fiYr�/,if jf�j ,C:ffj /a" GALVANIZED ROOFING NAIL, /6" HEAD -, 'r(g" or I" GROWN 2X4 10 24 Ibe- CEILING JOIST ATTACHED TO PARALLEL RAFTER s - 2X6 10 24 24 6 24 20 24 4 TABLE RaO2.5.2 34 25A2" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I Y2"LONG Ib o.STAPLE WITH 3 6 - (HEEL JOINT) (see 5ection 8802.5.2.and Table 8802.5.2) FACE NAIL g SHEATHING W,," OR I" GROWN FOR SI: 1 INCH = 25.4 mm, I FOOT = 504.amm d Y2" GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE 4-I0d BOX(3°x0125") OR 35 Y2" GYPSUM SHEATHINGGALVANIZED, 1 YY LONG;I Ya" SCREWS, t SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 2090. 3-IOd COMMON (3 Y2"X0.14a");OR TYPE W OR S RIDGE STRAP TO RAFTERFACE NAIL EACH RAFTER > ;• 4-3"x0.131" NAILS d %4'GALVAN1zED ROOFING NAIL;STAPLE WHERE N COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED N ACCORDANCE WITH ACCEPTED ENGINEERING PRAGTIGE. 36 5/b" GYPSUM SHEATHING GALVANIZED, I %" SCREWS,TYPE W ORS 1 b. SHALL NOT BE USED IN EXTERIOR WALLS N Z 3-I6d BOX NAILS(3 "X0.135") OR 2 TOE NAILS ON ONE SIDE WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO u_ 3-IOd COMMON NAILS(3"X0.146');ORRND I TOE NAIL ON OFF051TE 6d DEFORMEDad COMMON(2 2"X0.1131) NNAIIL;OR 2X6 OR THE STUDS SHALL BE DESIGNED IN ACGORDANCE WITH AGGEPTED ENGINEERING PRAGTIGE. 6 RAFTER OR ROOF TRUSS TO PLATE 4-IOd BOX (3"X0.125');OR SIDE OF EACH RAFTER OR 3-1 5/4" AND LE55 F' t2 4-3'X0.131' NAILS TRU55 1 c f a s-_ 6d COMMON(2"X0.131") NAIL;0R TABLE R6M 02.10.4- BRACING ETD HOS 4-Ibd (3 �"X0.135") OR 35 -It ad - I ad DEFORMED (2 Y2"X0120") NAIL 6 2 f��/ 3-Iod COMMON (3"x0.146');OR CONNECTION CRITERIA ' TOE NAIL Od COMMON (3"x0.14a') NAIL;OR METHOD5, MATERIAL MINIMUM THIGKESS FIGURE FASTENERS 4-IOd BOX (3"X0.125");OR 6 12 4-3 X0.131" NAILS 34 Ye" - Ya° ad DEFORMED (2 Y2"X0.120')NAIL SPACING T ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR J r FOR SI: I Inch = 25.4 mm, I foot = 304.5 mm, I MILE PER HOUR = 0.44"1 m/s; 1 ksl 6.545 MPO 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM 3-I6d B0X(3 "XO 135") OR EXTERIOR 5HEA7HING PER WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 2-I6d COMMON(3 Y2"X0.162");OR TOE NAIL TABLE 8602.3 (3) 6' EDGES 12" FIELD 3-IOd BOX(3"X0.126");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING C,5-W5P GLAZED OPENING PROTECTION FOR WNDBORNE DEBRIS SHALL MEET THE 3-3"X0.31" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: aO K51 FOR SHANK DIAMETER OF 0.142 INGH(20d CONTINUOUSLY SHEATHED 3/811 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND ASTM E 1866 AS 1O WALL COMMON NAIL),40 K51 FOR SHANK DIAMETERS LARGER THAN 0142 INCH BUT NOT LARGER THAN O.ITT INCH,AND 100 K51 FOR SHANK WORD STRUCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR (O VARIES BY FASTENER Ibd COMMON (3 Y2"X0.162") 24" O.G. FACE NAIL DIAMETERS OF 0.142 INCH OR LESS. 0) TABLE R602.3(1) or 8602.3(2) AINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING f In. E RE ANAVE A MINIMUM 7HNIAMETER GROWN WIDTH . STAPLES ARE 16 GAGWID H46-INCOD . () a STUD TO STUD (NOT AT BRACED WALL PANELS) lad (3"X0.128");OR c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 46 INCHES OR GREATER. STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) ^' 16" OG. FACE NAIL d.FOUR-FOOT BY b-FOOT OR 4-FOOT BY ei-FOOT PANELS SHALL BE APPLIED VERTICALLY. O EXGEPTION: 3"X0.131") NAILS e. SPACING OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE R602.3(2). (n 0 f. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO � C,5-Gb'c WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN T/b INCH AND A Z # Ibd BOX (3 Y2"X0.135"),OR GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O.G.FACE NAIL 3 ii SEE METHOD GS-W5P SEE METHOD C5-1^15P SPAN OF NOT MORE THAN a FEET SHALL- BE PERMITTED FOR OPENING PROTECTION. 4 CORNERS(AT BRACED WALL PANELS) NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE 5PAGED 6 INCHES ON CENTER FOR MINIMUM 4a INCH WOOD e-RUGTURAL PANEL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. Z ADJAG.NTTO GARAGE /8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE 1- Ibd COMMON (3 Y2"X0.162") 16" O.G.FACE NAIL -1 g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1346 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Ibd COMMON (3 Y2"X0.162") 16" 0C. EACH EDGE FACE NAIL SHALL CONFORM TO ASTM C ;?Oa. Q PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED ',nn 0 h. SPACING OF FA57ENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Z r BUILT-UP HEADER(2"TO 2" HEADER WITH Y2" SPACER) Ibd BOX (3 Y2"X0.135") 12" O.G. EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FA5TENER5 ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGESLA WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO Q SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO 0) RESIST THE COMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 0 5-bd BOX(2 Y2"X0.113");OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE IS) EITHER TABLE R501.2(2) OR ASCE -I, WITH THE PERMANENT CORRO5I0N-RE5157ANT z 11 4-5d COMMON(2 Y2"X0.131");OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. CONTINUOUS HEADER TO STUD TOE NAIL GS-PF j/6ii SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE 4-I0d BOX(3"X0.126" i WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH THI5 SCHEDULE ,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE. THE TOE NAIL ON Z PORTAL FRAME BUILDING. ATTACHMENT IN AGGORDANGE WITH TABLE 8301.2.1.2 IS PERMITTED FOR w Q J= Ibd COMMON (3 Y2"X0.162") 16" O.G.FACE NAIL THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATEo o W Z 0 u iy 12 TOP PLATE To TOP PLATE lad BOX(3"X0.12a");OR Q DESIGN WIND SPEED, IS 180 MPH OR LESS. i o F O o 3"X0.131") NAILS 12' O.G.FACE NAIL v - __ Q N of O TABLE R&02.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES 1 y2" long x 0.12 did. _ fL T w°-y u,z lit a-I6d COMMON(3 X0.162");OR FAGE NAIL ON EACH SIDE OF ab,c,defg,h „ 2r, „ Y2" thick sheathing) 7A5LE R501 .2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING (for 2-I6d BOX (3 "X01135");OR END JOINT (MINIMUM 24" LAP FROM WIND (ASD) (POUNDS PER CONNECTION) - ci /2 Or /32 for 1114" tong x 0.12 did. _ a ID I-i-A o Q (x �- 13 DOUBLE TOP PLATE SPL.IGE C,5 5FB (for 25f32"thick sheathin ) 3" EDGES 6" FIELD SDH}-DUCE FOR WOOD STRUGTL)RAL PANELS N I-F Q 4 )w Q w D 2-I0d BOX(3"X0.12a");OR SPLICE LENGTH EACH SIDE OF EXPOSURE B CONTINUOUSLY SHEATHED I710ixlrnL)m I� g _ _ galvanized roofing nails or 5d common Z O T z = IT N 12-3"X0.131" NAILS END JOINT) STRUCTURAL FIBERBOARD g (2 Y2" Ion X 0.131" dia.) Halls FASTENER SPAcG l NO �'N a z w m Q ULTIMATE DESIGN WIND SPEED Vult (m h) 51;Ud SpGiG Ing g ° Q°Z m o RAFTER OR ROOF SPAN 130 mph 140 mph p FASTENER TYPE PANEL SPAN < PANELOSPAN < PANE��PAN ° _1-T oowf- z W v o z v TRUSS SPACING (FEET) W w=a Q-o°w o v ROOF PITCH ROOF PITCH FOR 51: 1 INCH =25.4 mm, I FOOT = 504.8mm, I degree = 0.0175 rad, I pound per 5cpare Foot=47.8 N/mz, 1 mile per hour = 0.447 m/5. <4 FOOT < 6 FOOT < 8 FOOT U A-K Q T 0)o o m 0 0 V O bd COMMON (3 Y2°x0.162^) 16" OG. FACE NAIL <5:12 >5:12 <5:12 >5:12 a. Adhesive ottcchment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories G, D0, DI and D2. NO. ,5 WOOD SCREW o i zIII° aw o o b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall Q Q Q w F z Q o BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR BASED ANCHOR WITH 2 I6 10 g Q °o N 0 W O;(y>- I4 16d BOX (3 Y2"x0.135');OR 12 95 8a 122 113 of the garage. In Seismic Design Categories Do, D1, and D2 roof covering dead load shall not exceed 3 psf. v w O BLOCKING(NOT AT BRACED WALL PANELS) 12" O G. FACE NAIL INCH EMBEDMENT LENGTH O z>O O Q 3"x0.137') NAILS 18 122 12 5 1 146 c. Gara e o enin s ad jacent to a Method C5-G anal shall be rovided with a header in accordance with Table 8602,5 (1). A full 'L 24 149 137 192 178 height clear o ani shall I not be permitted to a Method CS-5 anal. °W fy o u)o a o l w 3-Ibd BOX(3 Y2"X0.135");OR 3 EACH Ib" O.G. FAGE NAIL g p g p p NO. 10 WOOD SCREW F a 3 z o o 28 167 153 216 200 o w IS BOTTOM PLATE TO JOINT,RIM JOIST, BAND JOIST OR 2-I6d COMMON(3 Y2°X0.162");OR 2 EACH I6" O.G. FACE NAIL 2' O.G. d. Method GS-SF3 does not apply in Seismic Design Categories Do, D1 D2. w� o F°z w o BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH 16" O.G.FACE NAIL 32 185 170 240 222 e. Method applies to detached One and two-famlly dwellings In Seismic Design Categories Dothrough D2only. BASED ANCHOR WITH 2 16 12 q 56 203 lab 264 244 I NGH EMBEDMENT LENGTH 4-ad BOX(2 '"X0.115");OR 42 250 211 500 278 3-Ibd BOX(3 y2"X0.135');CR 48 258 236 336 5 u"L ly T w u w~ I/ SwF ILOmw� u 4-ad COMMON (2 Y2"X0.131");OR TOE NAIL Y4 INCH LAC SCREW u O Z I O BASED ANCHOR WITH 2 I6 16 16 z W N Q< 12 126 117 162 150 T BL R 0 .10. 0WOOjO�i� o� z 4-I0d Box(3Ao.l2a");OF a 62 149 209 94 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH _K�,)W 0 o�Z T o 6 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS 24 Iola I82 255 257 O Q= Q III 3-I6d BOX(3 "XO 135");OR „ 28 222 205 287 266 MINIMUM LENGTH = w Q w 2-I6d COMMON(3 Y"XO 162");OR END NAIL 6 O.G. METHOD tutu°Ll w 4z Q w*x 3-I0d BOX(3"X0.128");OR 52 246 226 51'1 295 (INGHC-5) CONTRIBUTING T 7 Q'Z T F-3 x H O 3-3"X0.131' NAILS 36 270 247 351 325 ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE Q< 42 Dob 281 Dao 570 0PEN1ns HEIGHT (INCHES) DESIGN WIND SPEED AND A 53 FOOT MEAN ROOF 3-10d BOX(3"X0.125");OR 48 545 514 447 414 (INCHES) 6 FEET 4 FEET 10 FEET II FEET 12 FEET c 2-I6d COMMON(3 Y2"X0.162");OR HSE I G HT. 1 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-3"X0.131" NAILS FACE NAIL EXPOSURE G GS-W5P t64 24 27 30 33 36 ACTUAL �. FASTENERS SHALL BE INSTALLED AT OPPOSING 3-ad Box(2 °x0.113");OR ULTIMATE DESIGN WIND SPEED Vult (mph) ENDS OF THE WOOD STRUCTURAL PANEL. a] 1a 1"BRACE TO EACH STUD AND PLATE 2-ad COMMON(2 Y2"X0.131");OR RAFTER OR ROOF SPAN FASTENERS SHALL SE LOGATED NOT LESS THAN 2-Iod BOX(3"X0.126");OR FACE NAIL 130 mph 140 mph INCH FROM THE EDGE OF THE PANEL. 2 STAPLES 1 5/4" TRUSS SPACING (FEET) TABLE 850-7.2 G. ANCHORS SHALL PENETRATE THROUGH THE 3-ad Box 2 "X0.113";OR ROOF PITCH ROOF PITCH 2-5d COMMON(2 Y2"X0.131');OR <5:12 >5.12 <5:12 >5:12 DECK LEDGER CONNECTION TO BAND JOI5Tc1,b EXTERIOR WALL COVERING WITH AN EMBEDMENT 4 " X 6" SHEATHING TO EACH BEARING 2-10d BOX(3"XC.12a");OR FACE NAIL (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=IO PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2 STAPLES, I"GROWN, Ibga.d s/a" LONG 2 161 151 198 lab _ N 3-8d BOX (2 2"x0.113");OR a 208 195 257 242 BUILDING FRAME. FASTENERS SHALL BE LOCATED F JOIST SPAN 3-bd COMMON(2 Y2"X0.131");OR 24 .256 25al 51-7 12 O.G. 2a lac{ 269 558 55� CONNECTION DETAILS ON-CENT Io'1 TO 12' 12'1 TO 14' 14'I' TO !6' NOT LE=SS THAN 2 y2 INCHES FROM THE EDGE OF THE W 3-I0d BOX(3"X0.12a");OR b' A 30LE55 6' I"23 8' 6'I' To l0 6'I TO 18' CONCRETE BLOCK OR CONCRETE. 9 52 321 299 398 073 3 STAPLES, i"GROWN, I6 a.,l /a" LONG -� ER SPACING OF FASTENERS INCH OIAMETERuAG SCREW c,d a'. PANELS ATTACHED TO MASONRY OR Q 20 I" X a" AND WIDER 5HEATHING TO EACH BEARING WIDER THAN I" X b' FAGE NAIL 36 353 329 438 411 WITH M INCH MA<IMUM SHEATHING b 15 3 II 10 MASONRY/STUCCO SHALL BE ATTACHED USINO Q 4-8d BOX(2 #"XO 113");OR 42 402 075 499 468 � INCH DIAMETERBOLT WITH 12 INCH 36 36 34 24 24 21 I4 VIBRATION-RESISTANT ANCHORS HAVING AN 3-5d COMMON(2 Y2"X0.131');OR 48 450 420 560 524 MAXIMUM SHEATHNG Cl Z 3-Iod Box(3"xO12a');OR 12 214 201 265 247 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS _ 4 STAPLES, I"GROWN, 16 o.,l e/4' LONG 2 INCH DIAMETERBOLT WITH I-INCH 36 36 24 24 21 18 16 O g 18 277 259 542 522 MAXIMUM 5HEA-HNGe THAN 1,500 POUNDS. H FLOOR 24 340 318 422 396 v FOR 51: I Inch =21.4 mm,I foot =304.6 mm, I pound per soyare foot = 0.0474 kPa Z Z � 4-ad BOX(2 2i"X0.113');OR 2a 384 558 476 446 a. Ledgers shol b: flashed in accordance with Section R703.4 to prevent water from contracting the house band joist. Ib" O.G. 9 P 9 J 3-ad COMMON(2 Y2"X0.131');OR 32 427 598 529 496 b. Snow load shallnot be assumed to act concurrent) with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS' AS PER - - 21 J0I5T TO SILL,TOP PLATE OR GIRDER y 3-IOd BOX(3"X0.128");OR TOE NAIL 56 469 458 563 547 c.The tip of the lag screw shall fully extend beyond the inside face of the band foist. TABLE 8501.71-- 3-3"X0.131" NAILS d.Sheathing shall be wood structural panel or solid sawn lumber Z 1- 42 535 499 664 622 ad BOX(2 2"X0.113") 4" O G. TOE NAIL e Sheathing shell be permitted to be wood structural panel,gypsum board, fiberboard, lumber or foam sheathing � Q 48 599 579 145 697 Up to 1/2-Inch thlckness of stacked washers shall be permitted to substitute for up to 1/2-ineh of allowable ALLOWABLE v Z 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON(2 y2"XO 131");OR sheathing thickness where combined with wood panel or lumber sheathing STRUCTURAL MEMBER PLATE (ROOF APPLICATIONS ALSO) IOd BOX(3"X0.128");OR 6' O.G. TOE NAIL 9 P g DEFLECTION 3"x0.131" NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 504ZITm, I MILE PER HOUR= 0.44'1 m/s, N N n 3-ad Box 2 �'xo.u3° ;oR z RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 O 2-5d COMMON(2 Y2"x0.131°);OR I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.9 N/m , I plF 14.6 N/m TABLE RE0-7,2,I ;\ n _ WITH NO FINISHED CEILING ATTACHED TO 23 I" X 6" SUBFLOOR OR LESS TO EACH J015T 3-Iod BOX(3"X0.126");OR FACE NAIL PLACEMsNT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS �+ m Q 2 STAPLES, I"GROWN, Ibga.,l s/d' LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS H/180 3-Ibd BOX(3Y2'XO.f35"),OR MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 24 2" 5UBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE 2-I6d COMMON(3 Y2"X0.162") FLOORS TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW SPACING 25 2" PLANKS (PLANK 8 BEAM - FLOOR 8 ROOF) 3-I6d BOX(3 Y2'xo.I35');OR AT EACH BEARING,FAGE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R501.2(3) SHALL NOT BE USED TO MULTIPLY THE CEILING WITH BRITTLE FINISHES (INCLUDING L/560 2-Ibd COMMON(3Y2°x0.162') TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGER" 2 NGHESd 3/4 INCH 2 INGHESb 1 5/a INGHESb PLASTER AND STUCCO) 3-I6d COMMON(3 3"X0.162") HEIGHTS. e CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-10 BOX(3"x0.128");OR BAND JOIST 3/4 INCH 2 INCHES 2 INGHESb 5/a INGHESb 26 BAND OR RIM JOIST TO JOIST 4-3"x0.131" NAILS ;OR END NAIL b.THE UPLIFT CONNECTION {-0RGE5 INCLUDE AN ALLOWANCE FOR ROOF AND CEILING GYPSUM BOARD) 4-3"X 14 a. STAPLES, GROWN ASSEMBLY DEAD LOAD OF 15 PSF. g C. THE TABULATED UPLIFT CONNEGTION FORGES ARE LIMITED TO A MAXIMUM ROOF FOR 51: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 NAIL EACH LAYCR A5 FOLLOWS a. LAG SCREWS OR BOLTS SHALL EE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE 850?.2.1(1). god COMMON(4"X0.142");OR 32" O.G. AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOAD" WITH PLASTER OR H/560 AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE C. FOR ENGINEERED RIM JOISTS,-HE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. 570000 FINISHES 24" O.G.FAGE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BaTOM ROW OF LAG 5CREW5 OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE 8501.2.1(1). lad Box(3°xo 128");OR MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN a FEET OF BUILDING EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON a OPPOSITE SIDES CORNERS. BRITTLE FIN15HES AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED �- 2-god COMMON(4"X0.142");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE EXTERIOR WALLS - WIND LOAD5" WITH FLEXIBLE H/120d 3-I0d BOX(3"Xo.12a");OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED - 3-3"x0.131" NAILS EQUIVALENT U-FACTORS FINISHES. FORGES. 4-I6d Box (3 �°x0.35")pR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 LIL r 2a LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3 Y2"X0.162');OR AT EACH JOIST OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 6O If FOR EACH FULL O \ 4-Iod BOX (5"x0.125'),OR FACE NAIL p CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 1- 4-3°x0.131 NAILS WALL ABOVE. FENESTRATCN SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL DRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 2-Iod(3"X0.125") or 2-8d common S LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN 24 BRIDGING OR BLOCKING TO JOIST EACH END,TOE NAIL (2 Y2" X 0.131";or 2-3" X 0.131") nails SHALL A PERMITTED. AS 0.7 TIMES THE GOMPONENT AND CLADDING (ASD) LOADS (� h. THE TABULATED FORGES FORA 12-INCH ON CENTER SPACING SHALL BE PERMITTED . � / � ,� � ,� l--.1 TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. / 4 / / // 0.32��,' / / / / / / / f // / / /// / /.� OBTAINED FROM THE TABLE 8501.2(2). �j / 0.55 .f`• 0.026 :/0.060 / /0.088" 10.047. � /D.O5�1 ' 0.065 J / i/ / ' '' ,`�� .'` % b. FOR GANTILE\/ER MEMBERS, L SHALL BE TAKEN AS TWICE � 'IZ'I ' - THE LENGTH OF THE CANTILEVER. (`(111 O 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 1i-11-JJ J � OL TABLE R&02.5(5) ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO � '+/; WOOD PANEL WALL SHEATHINO FASTENINO SCHEDULE ap'` A5 MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND -V'1'F' -V' 'F' MINIMUM NAIL PANEL NAIL SPACING GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED t.� STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT(MPH) v J�1 PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH GLASS LITE OR L/6O FOR THE ENTIRE" 51ZE (INCHES) RATING (INCHES O.G.) (INCHES O.G.) B G D LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. 6d COMMON TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF " ' O (2.0"x0.113") s 24/0 3/a 6 b 2 40 n5 110 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD ad COMMON 16 6 12 n0 140 135 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (2.5"x0.131') T5 24/16 r/16 24 b 12 140 115 110 d. DEFLECTION FORCE EXTERIOR WALLS NI H INTERIOR GYPSUM O K FOR SI: 1 Inch = 25.4 mm, I MILE PER HOUR = 0.44-7 m/s BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE GLAZED a PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR To SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" DEFLEGTION OF WOO. Q ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPADE e. REFER TO SECTION R703.b.2. b. TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH 5EGTION 8301 2. U-FACTOR b U-FACTOR SH6G b'e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE a a DEPTH d WALL R-VALUE e LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602 10. Q c WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 / / / j` F' / i ! /' ` / / f �' f" / // 120 OR// ' ! / / �'10 DONT. OR / / :` / 10 CONT. OR � O SPAN RATING PLYWOOD SIDING RATED I6 O.G. OR 24 O.G. SHALL BE PERMITTED A5 AN ALTERNATE TO PANEL5 WITH A 24/16 SPAN RATING. / Q % .// 0.32 / / 0.55 / 0.40 / 4d( / h 8/13 /' / / / 1c1 / � 1O / 2F T .A' / i!1 M lU i/ .` / , /. IF 1 WALL-16 AND PLYWOOD 51DING I6 O.G.SHALL BE USED WITH STUDS 5PAGED NOT MORE THAN 16" ON CENTER. /' / / ' / r �% ,'` ' / / j / i3 + 5 /,' /' / 13 CAVITY / / 3 CAVITY / d Vi O 5 0.30 0.55 NR 41 20 OR 13/17 509 15 CONT. OR 10 / 2FT. 5 CONT. OR N N z Z 13 + 5 h IQ CAVITY la CAVITY j m � O AS MAX. AS MAX. m O z PROPOSED AS MAX. -V.I.F. -V.I.F. -V.I.F. A5 MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. ca # W � * REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O < ton 1 0 GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSECC -AIR LEAKAQE: w_ CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: fr CON5TRUGTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINOS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT GERTIFIGATE - SHALL BE COMPLETED BY THE 4/87 SHALL APPLY. THE CONTRACTOR BUILDER OR REGISTERED DESION PROFESSIONAL AND POSTED IN ,> PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINOS ENVELOPE THAT ARE LOAD SHALL OBTAIN CERTIFICATE OF THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT WITH 6 DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAQE MUST BE ( sf) A iz c H 1 'ECT S' OGCUPANGY. SUBSTITUTIONS SHOULD BUILDING. p / , FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. G E I L I N O 5 Toon O'coNNElI NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG RCHITECT T P.C. AUTHORIZATION BY THE ARGHITEGT. R402.2.4: ATTIC, OR CRAWL SPACE ACGE55 - SHALL BE 20 CFM INFILTRATION THROUGH THE OVER IS# ASPHALT FELT WITH RATED AND INSTALLED WITH NO ACOUSTICAL FIBER BOARD I.O THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE OAF-WEATHER-WATCH IGE AND WATER PENETRATIONS, OR TYPE IG OR NON-IG WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO GYPSUM BOARD (per INCH thickness) TODD O'CONNELL REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. p 0.55 , AIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (I/2 INCHES) (2.2) 12bOveteransMemorialHighway CONTRACTOR SHALL REMOVE ALL8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/5 INCHES) (2.75) Suite 120 NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR GRANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788- ETC., GLEAN GLASS AND LEAVE WORK a" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL 5Y5TEM 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667 SPECIFIED. THE GONTRAGTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACGORDANCE WITH THE VAPOR RETARDER: 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPEGIFIGATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G o �/ E R I N O 5, ROOF, AND WALL - . ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFINO SAMPLES OF THE SHINGLES FOR GEILINOS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ASPHALT SHINGLES 2.0 COMPONENTS AND VERIFY COMPLIANCE. LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO GYPSUM SHEATHING, 1/2-in. 2,O CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPED. INSTALLATION. MATERIALS IDENTIFICATION: GUARANTEE HIS WORK AND THE WORK SS.G. 153 TYP -MATERIALS AND EQUIPMENT MUST BE 8402.4.1.2: TESTING - BUILDING OR DWELLINO UNIT SHALL BE INSULATION, ROOF BOARDS (per inch thickness) CO OF HIS SUBCONTRACTORS FOR A . NTINUOUS FROM MEMBRANE TO BE TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN G . FIBERBOARD Z4A, 5, AGA- 1.5 PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION 0.2 POLYSTYRENE EDAM 0.2 COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL NSTRUCTIONS. URETHANE WITH FOAM FOAM o.5 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING P., 'A OTHERWISE SPEGIFIEG. ALL WORK •, FADED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST SHALL BE PERFORMED IN FUEL-BURNINO APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-in. THIGKNE55) 0.4 8Y JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE GOMPLIANGE ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, 1/2-1n. 0.75 EQUAL, FOIL TO BE PLACED TOWARD GAN BE DETERMINED. PRACTICES. THE CONTRACTOR SHALL FIRE BLOGKINO SHALL BE PROVIDED, EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE INDEMNIFY AND HOLD HARMLESS THE A5 PER SECTION 8502.13 OF THE WARM SIDE. PROVIDE 11/2 RIGID -MANUFACTURER MANUALS FOR ALL 5KYLIOHT, METAL FRAME, 8' WIRE CLASS 5.0 FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING OWNER, ARGHITEGT, AND THEIR RESIDENTIAL GODE OF NEW YORKFOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER 8403.3.2: DUCTD SEALING - DUCTS, AIR HANDLERS, AND FILTER WooD SHEATHING (PER INCH THIGKNE55) 3.0 AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALEDBOXES SHALL BE SEALED. WATERPROOFING MEMBRANE TO 6'BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICALBITUMINOUS, SMOOTH SURFACE 1.5 OTHERWISE SPECIFIED. GARS SHOULD PROVIDED. R403.3.3: DUGT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING ATTORNEYS FEES ARISINO OUT OF OR PROVIDE FIRE- BLOGKINO IN DETERMINE AIR LEAKAQE. RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS FOUNDATION WATERPROOFING. U-FAG70R5 MUST BE CLEARLY F L 0 O R F I L L EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE MARKED ON THE BU I LD I NO PLANS OR (� OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INGLUDINO FURRED THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH g.o GLASS WINDOWS AND DOORS SPEGIFIGATIONS. SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILINO AND FLOORTHE BUILDING THERMAL ENVELOPE. SAND, PER INCH 5.0 N EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED AS PER SECTION HORIZONTAL TO BE INSTALLED 830OF THE RESIDCD ENTIAL OE OF DUCT INSULATION: STONE CONCRETE, PER INCH BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE 8 NYS. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR 12.0 11-1 O OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLE55 OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR Fl N 1 5 H E 5 DESTRUCTION OF TANGIBLE PROPERTY EXGEEDINO 10 FEET. GLASS SUBGONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC, OR QUARRY TILE (3/4-in.) K ITSELF R403.4: MEGHANIGAL SYSTEM PIPINO INSULATION - GARRYINO 16.0 (OTHER THAN THE WOR -� INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED ON 1/2-in. MORTAR BED INCLUDING THE L055 OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN z N RESULTINO THERE FROM). (B) IS GONTRAGTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR 23 QUARRY TILE (3/4-inJ O CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND/OR WIN AND SANITARY SYSTEM AS DOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED .0 v LZ PROVIDED WITH VENTILATION THAT MEET5 THE REQUIREMENTS OF NEGLIGENT Ar-7 OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD GODS, SHALL BE INSULATED SPAGE5 MUST BE INSULATED TO R-8. CONCRETE FILL FINISH (PER INCH THIGKNE55). 1.0 SHUT-OFF VALVES AT ALL FIXTURES. 2020 NYS RESIDENTIAL GODS z a CONTRACTOR, ANY SUBGONTRAGTOR, TEMPERED GLASS. ALL GLASS DOORS -RETURN DUGT5 IN UNCONDITIONED } w : w I,-) o ANYONE DIRECTLY OF: INDIRECTLY ALL WATER PIPINO TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPAGE5 (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, 7/1-in. 4.0 w W �F�o EMPLOYED BY ANY OF THEM, OR GLEANOUT5 AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. lu THE MEGHANIGAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 T!o v o 0 0 ANYONE FOR WHOSE ,�CT5 ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON THAN THEM MAY BE LIABLE REGARDLESS WINDVERTICAL WASTES. USE 4 CAST IRON 0OWS ARE TO BE CAULKEAND . RETURN DUGT5 IN BASEMENTSND .01 X GFA + 7.5 X (# OF BEDROOM5 + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 Q �'Q w v SLATE (PER mm THICKNESS) 15.0 0 $wo THROUGH FOUNDATION WALL PI TGHED GFA = GOND I TI ONED FLOOR AREA °o Q o OF WHETHER OR NOT IT IS CAUSED IN SEALED AS PER 2020 NYSEGG PART BY A PARTY INDEMNIFIED MIN. 1/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT GONSTRUGTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 z o S Z o=IL F HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS 8403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON ~ ~Q o w o= LA PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND SUBFLOORING, 5/4-in. 3.0 �V w o w a o z MC) Y ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR GONNEGTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. ova 3N„ o GON5TRUGTION INGLUDINO BUT NOT DISH WASHER 1 1/2" FLOORS, WOOD JOI5T (no laster) I2-In. I6-m. Qz * >_UA v SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, p O.G. O.G. F o-�z 0.0 z KITCHEN SINK I/2° 8404.1: LIGHTING - A MINIMUM OF 30% OF PERMANENTLY JOIST SIZES (inJ (LB�FT2J (LB/FT2J w 3�=m°owo�i x 13 LIMITED TO FORM-WORK, TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), r 4 O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4° PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. �,,�Wp�z�y�ou, uH PLAGINO OF GONGRETE, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL OLA55 TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 QQw Q ak-oQo BE CAREFULLY SUPERVISED BY THE TOILET 3° 15 TO BE FREE OF SCRA70HES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305- 2x5 6 6 Z °oNo o Qo wrw CONTRACTOR TO BE SURE THEY ARE ALL 5 T 5TEM5 TO HAVE ONE 3" MAIN 2x10 IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING o>>�w a�''fio IN ACGORDANGE WITH THE DRAWINGS VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 5 7 Qao0"o Hzu SPEGIFIGATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEAR5. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 - EXCEPT A5 INDICATED IN SECTION 8308.1.1 EACH w H PANE OF nu Q FRAME PARTITIONS ( sf) E051d i Boa AND GOOD PRAGTICI:. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN o o F�� Ln FROM THE DRAWINGS AND PLANS WITH EASILY AGGESSIBLE OTHERWISE. (500 PA.) SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 5.0 'o>�,�oILEnD/ Nu-2= ul-'nw SPECIFICATIONS WILL NOT BE DRAIN DRAIN-COCKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPEGIFYINO WHO APPLIED THE DESIONATION, WOOD STUDS, 2x4, UNPLA5TERED 4.0 nooL°;o o PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAQE DISPOSAL 10 FEET OR IN AGGORDANGE WITH THE DESIONATINO THE: TYPE OF GLASS AND THE SAFETY GLAZING z�LIU0) AUTHORIZATION OF THE ARGHITEGT. 5YSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT GOMPLIE5, WHICH 15 V15115LE IN THE FINAL FRAME WALL 5 <0 o w o d q)Q 6 o z THE GONTRAGTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -000LI NO DUGT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: _ RESPON51 BLE FOR THE SHOP HEALTH STANDARDS AND o�z t-o Z o�,W THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, GERAMIG-FIRED, LASER ETCHED, fti?BOSSED, OR BEA oQ Q�w�d a alai �wQ� w X 2x4 � 16-in., 5/5-in. GYPSUM, ���z��3���o DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED N17HOUT BEING INSULATED, 5/8-in. SIDING 11.0 Q4 Noo oo p ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPE5 OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 © 16-in, 5/5-in. GYPSUM, CONTRACTOR TO REMOVE 4 PRIOR TO GONCEALMENT. PRIOR TO INSULATED, 3/8-in. 51DINO 12.0 REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A 8308.4 HAZARDOUS LOCATIONS - THE LOGATIONa SPECIFIED IN RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BAL.ANCINO AIR AND SECTIONS 8308.4.1 THROUGH R508.4.7 SHALL BE CONSIDERED TO BE EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPEGIFIG HAZARDOUS LOGATION5 FOR THE PURPC)5E OF GLAZING EXTERIOR STUD WALLS WITH BRICK VENEER 45.0 61' DIAMETER WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED 8308.4.1- OLAZINO IN DOOR- GLAZING IN FIXED :'+ND OPERABLE WINDOWS, OLAS5, FRAME AND SASH 5.0 REFLEGTIVE WHITE THAT THE OWNER GHANOES, THE SURFAGE5 MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF 5WINOINO, SLIDING AND BIFOLD DOOR5 SHALL BE CLAY BRICK WYTHE5: SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 31.o THE GONSTRUGTION TYPE STAKEOUT IS TO BE PERFORMED ERY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT GAPABLE OF 8308.4.2- GLAZING ADJACENT TO DOOR- OLAZING 15 LE55 THAN 60 5 IN 71.o DESIGNATION SHALL BE SUBGG12 IN 115.0 ONTRATORS COST FOR THE CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS III IV OR V Z LICENSED SURVEYOR. STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFAGE5, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWINO- 16 IN 155.0 TO INDICATE THE CONSTRUCTION z AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZINO 15 WITH 24" OF EITHER SIDE OF 'HE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: CLASSIFICATION OF THE DATA ON DRAWINOS. IN CASE OF HVAC, ONE GOAT WOOD FILLER OR STAIN -OLAZINO 15 ON A WALL PERPENDICULAR TQ THE PLANE OF THE WYTHE5 THICKNESS (IN INCHES) 4 6 8 10 1 12 SYSTEM TO BE DE5IONED BY OTHERS. DENSITY OF UNIT (105 PGF) STRUCTURE UNDER IBC DISCREPANCY, RECEIVE AND TWO GOATS MGKLUSKY 5 ELEGTRIG SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF 5)=GTION G02 CLARIFICATION FROM ARGHITEGT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELEGTRIG METERS ARE AN IN-SWING DOOR NO GROUT :22.0 24.0 31.0 5-7.045.0 CAVATE ROOMS 4 CONFORM WITH ALL STATE POLY .3 URETHANE. REQUIRED FOR EACH DWELLINO UNIT. 8308.4 - OLAZINO IN WINDOW PRIOR TO PROCEEDING. EX0 AND ERAGK FILL FOR WORK IAVA7E E'D AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQ.FT. (GROUT SPACING) 4,5 IN. O.G. 21.0 35.0 47.0 55.0 REFLEGTIVE RED ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LESS THAN I8" A€0VE THE FLOOR z z 40 IN. O.G. O.O 40.0 41.0 57.0 PANTONE # 187 EXTERIOR WOOD SURFAGE5- TWO -FIREPLACES MU5T BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND O O OBTAINED FROM STRIPPING DRIVEWAY 32 IN. O.G. 32.0 42.0 52.0 61.0 GOATS EXTERIOR ORADE STAIN. WITH TIGHT FITTING NON-GOMBU5TABLE ONE OR MORE WALKING SURFAGE5 ARE WITHIN 5�", MEASURED Ul Ul 34.0 46.0 57.0 67.0 AND BUILDING SITE. STOCKPILE ALL � 24 IN D.G. - - EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLADNO 16 IN. 0. G. 40.0 53.0 66.0 71.0 EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING, IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 15.0 115.0 IY fY O TOPSOIL ARE TO BE FREE OF WEEDS, BE GON5TRUGTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.4.5- OLAZINO AND NET SURFAGE5- 5A7H-)5S, SHOWERS WHERE FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF OLAZING IS LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DESIGN N N TREE ROOTS, ROCKS AND DEBRIS. DESIGNATION FOR STRUCTURAL � WOOD SILLS AND WOOD IN GONTAGT QUALITY PITTSBURGH, PRATT 4 GON5TRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING GR WAL;KINO DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND n O O ALL SURPLUS MATERIAL THAT 15 GOMPONENTS THAT ARE OF different dead load OTHER STRUCTURES -ASGE7-16 UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CA5OT5, BUILDINO CODE OF NEW YORK STATE, SURFACE TRUSS TYPE GONSTRUGTION m Q SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - 8308.4.6 GLAZING ADJACENT TO STAIRS ANDZAMPS- GLAZING valves for differ (PGF) 2 5780<E o o D PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE OLAING 15 LESS THAN 501_1D CONCRETE MASONRY UNIT WYTHE5: SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALQO 5URFAGE OF FEET OF THE BUILDING. PROPER WYTHE5 7HIGKNE55 (IN mm) 4 6 15 10 112 APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARGHITEGT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIR OR RAMPS DENSITY OF UNIT (105 PGF) F FLOOR FRAMING, INCLUDING 5.0 > BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 56" OR LESS MEASURED HORIZONTALL' FROM THE DENSITY of UNIT (135 PGF) 35.0 60.0 5I52.0 51.010 102.0 �4.0 ■ ■ GIRDERS AND BEAMS WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING 5URFAGE DENSITY OF UNIT (135 PGF) 41.0 4.0 57.0 110.0 133.0 R ROOF FRAMING STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM SWR LANDING z BUILDING "FR" FLOOR AND ROOF FRAMING CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.5.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING 15 LESS THAN 36" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR STANDARDS AND CODES PLYWOOD. PROVIDE SOLID BLOGKINO THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEORED FROM THE BOTTOM PLASTER, ADD 5 Ib/ft FOR EACH FAGS PLASTERED. VALUES SAMPLE - TITLE 19 NYGRR PART 1 ALL CONCRETE BLOCK IS TO HAVE 01\/ENEN REPRESENT AVERAGES. IN SOME GASES THERE ISA PLAC>= ENOINEeReO wood PLACARD "OUR-O-WALL" REINFORGINO EVERY AND DIAGONAL BRACINO OF FLOOR STATE RESIDENTIAL GODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD N051NO CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. ON OR ADJACENT TO ELECTRICAL METER Box THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A GIRCULATINO SYSTEM. SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKINO UNDER ALL TAPE JOINT SYSTEM. ALL QYPSUM -INSULATE GIRGULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVICD PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE TRUSS DESIONATION SION , \ 0) PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS, GIRGULATINO HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE S.OTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND V <- PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLE5, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPAGE5 SHALL HAVE A SCALE: NTS n/ CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE 1. - IN DWELLINO UNITS WHERE THE TOP OF THE 51LLOF AN OPERABLE GEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET O Z GONGRETE OCCURS, USE MIN. 16QA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A GEILING HEIGHT OF NOT NO GONGRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES AEDVE FINISH GRADE LE55 THAN 6 FEET ,5 INCHES SHALL BE DONE DURINO APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR 5URFAGE BELOW THE EXTERIOR OF THE SUILSiNO EXCEPTION: TEMPERATURES OF 40 DEGREES F. BE MINIMUM 5/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC, PIPING GONVEYINO FLUIDS -THE OPERABLE WINDOW SHALL GOMPLI' WITH: 1. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TAE3LE 1 : MINIMUM INSULATION THIGKNE55 FOR GIRGULATING HOT WATER PIPES SS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS INSULATION THIGKNE55 IN INCHES BY PIPE SIZES � 7-- AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLE OPERABLE WINDOW THAT ARE PROVIDD WITH WINDOW AREA OF THE ROOM SHALL HAVE A GEILING HEIGHT OF NOT BE PLACED ON FROZEN 5URFAGE5. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVIGE5 THAT COMPLY WITH ;EG. R312.2.2 LESS THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOUTS (�� lu O ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A GEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2'' ++-� WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL 8512.2.2 WINDOW OPENING CONTROL DEVICES- STALL COMPLY WITH LE55 THAN 7 FEET ARGHITEGT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F2010 2. THE GEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-180 0.5 I.O 5 2.0 MIN. 3,500 P.S.I. AT 28 DAYS 4 4,000 LENGTH. NATIONAL ELEGTRIGAL CODE AND ALL NOTES: THE WINDOW OPENINO DEVICE AFTER OPERATION('D RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 0.5 0.5 I.O 1.5j r� F- FSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FUIIY OPEN, SHALL NOT BEINO USED FOR ITS INTENDED PURPOSE 100-130 1 0.5 0.5 1 0.5 1.0 V �J SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENINO AREA OF THE (INDOW UNIT TO REQUIRED BY NYS CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL SE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TAE3LE 2: MINIMUM INSULATION 7HIGKNE55 FOR HVAC, PIPES O FOOTINGS ARE TO BE A MIN. 8" DEEP BEARINO VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN - O z PROJECTING 6" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LBS PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPINO SYSTEM FLUID TEMP. Y INSULATION THIGKNE55 IN INCHES BPIPE SIZE FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. DEFORMED BARS GGNTINUOUS IN THE Q CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 36" TYPES RANGE (F) 2" RUNOUT5 I" AND LESS 1.25" TO 2" 2.5" TO 4" Q FOOTING. ALL 4" THICK GONGRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE F0071NO AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 OS 1.0 I.O 1.5 O m w GONGRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND 111 N STEAM CONDENSATE O 11 12" AT MAX. 5' 0.0. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER N EXPANSION JOINTS BETWEEN SLABS NOTE: ALL NON-ENGINEERED LUMBER AND INSTALLED BY GONTRAGTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 z �Z COOLING SYSTEMS n N ° AND FOUNDATION WALLS. TO BE DOUGLAS FIR #2 OR BETTER 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIOERANT 201-250 1.0 1.5 1.5 2.0 m O lU z 3 BY OWNER AND BRINE 120-200 0.5 OI.O 1.5 M v O I