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HomeMy WebLinkAbout51370-Z 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S 51TE PLAN 4 IS \ SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON TH15 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. NED ' � � � Lu 2 S 057 FROM A (SURVEY DATEDNFORMATION AAPR L 11,I 2015, �� ` z J O MOST RECENTLY REVISED MAY 10, 2024, M AND PREPARED BY: \Ii Q 4' N u') FOX LAND 5UR EYING O I O 64 SUNSET AVE. WESTHAMPTON BEACH, N.Y. Illi"18 - - - - - _ _ _ _ , i/ � 3 PROPOSED f f � � O TELEPHONE: (631) 288-0022 �y �Y ? w00D FENCING Z 1 EXTENDING �}. O SITE PLAN HATCH KEY: FROM EXISTINGLo O N � Fz- PROPOSED BUILDING ADDITION yi \D� _\ 3, , ' x N W a:�R� i" N,�N• PROPOSED 2' X 2' rt O O 0 4 C9 r�77 PROPOSED ACCESSORY STRUCTURE GGE�r-TeP� \� - �" �. O J CONNECT TO SINK ,•, `. C N � t!) '_. Q O PROPOSED 2ND STORY a O —FROfi OSED POOL HOUSE a ` EXISTING 5'0 s M DRYWELL TO —F OPOSED 5LUESTONE PATIO DRAINAGE SYSTEM INSTALLATION NOTES: - • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS i ------ --------- BE REMOVED WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC / - �O �' S RELOCATED -PROPOSED GO�ERED PATIO COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER MIN• \ �%' z ' i— DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS —PROPOSED OUTDOOR K I TGHEN PROP. SHED _ • A MINIMUM 5' SEPARATION IS REGUIP BETWEEN DRYWELLS - -PROPOSED IRE PIT PROPERTY LINES • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE 1----IO' MIN. —Pfi�OPOSED EXTERIOR V�IOOD f�; f' ,. R; BOTTOM OF DRYWELLS 4 THE HIGHEST EXPECTED GROUNDWATER �� r'-�O' MIN• PROP. I ELEVATION. 2O Nt1N --'�io, 22.5',, „.. .;' ® B�uesTONiE BURN I NC E I REPLGE �' • A MINIMUM 20 SEPARATION 15 REQUIRED BETWEEN DRYWELLS AND ���� ,y BURIED PROPANE FUEL TANKS. / l /�- PATIO (OPEN TO n , • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL / / • SEE ALSO DETAIL 7/A-401 ON CONSTRUCTION DRAW 6 INGS PROP. '-2" X _ PR F.HOUSE POOL r / PROF. 1,000 DRAINAGE SYSTEM CALCULATIONS: GAL. BURIED OUTDOOR �'' L® -�� NEW IMPERVIOUS SURFACE= 131o1.25 5 . Ft. PROPANE TANK SHOWER `+ 131a.25 5 Ft. X 0.17= 224.5 U PROP. PROPANE r., h r �' \ PROP.---- --� j BURNING t .. • 224.3/42.2= 5.3 VERTICAL FT. OF 8 DIA POOL REQUIRED \ i-_-_, COVERED -' :b' OUTDOOR FIREPIT ! •~ PROVIDE (2) e'lo X 3' DEEP \ PATIO ' _ \ 1 FIREPLACE �� \ � �1 \ _�/® '` a�eit BRICK \��, LOCATION MAP � PROP. (202.5 O 0 GROSS S.F.) <.,. PATIO \��s t SHED /•/ cnA o / SCALE: NTB E`.=�h 2'11. �/ cis //� ` �J I DATA :2� -------------- /'/ O / / �AoE <E� : PRIVATE WE1_L PROP. POOL HOUSE ,y' \ EXISTING SWIMMING POOL 0 / \ - (348.75 GROSS S.F..j - --- - ---- - -- --- -- - -- PROP. OUTDOOR PROJECT / ZONINo DATA - - I .00 PROJECT LOCATION &SCOPE - - ------------- PROP. 1000 GAL. , ,., SITE PLAN --- ----- ----_ --T --- =9--- T== - -- --- _ -- -- 4T =_ SITE PLAN & ZONING DATA y \ TAX MAP # l000-aa-3-21.i PROP. TANK /' c� y \ PROP. OUTDOOR _ - - �� KITCHEN �u SCALE: 1" - I5'-0" ---_ -- - _ - --- _- - ------ ---- ---- - --z.- PROP. PROPANE -- ------ - -- ---- -- -- - -_- ----- ---- - --------- - � _ ZONING DISTRICT R 40 GONFORMINC� -_- FIREPIT LOT AREA 2.2 AGREs C-OOP .00 GENERAL NOTES / / _ '' ►` ENERGY TABLE f �-� PROP. BLUESTONE PATIO GofO - POOL Z-313Q6; I/13/06 L - — ---(OPEN ro ABOVE) - __ __ -- ---- _. _ -__ - _____---- -- - ___--- _- = STRUCTURAL DESIGN CHARTS f MAIN DWELLING Z-31365; 1/15/06 ` o GG�� ��P�'�% [� \ PROP. WOOD FENCING PROP. 3 X 3 I PER H.O 5ELEGTION C .®® HOEDOWN, ANCHOR BOLT, SUFFOLK COUNTY HD APPROVAL PENDING # OF BED. BLUESTONE ;,�� f STRAPPING & NAILING DETAILS PAVERS \ 0:' EXIST. POOL FLOOR AREAS PER 50UTHOLIP TOWN CODE, 5EGTION 250-4: ' \ �? � EQUIP. FASTENING SCHEDULE O EXIST. BRICK PATIO n ' \ . ' � f-�`� ; PROPOSED OR055 AREA -- - o (5-004.00 FRAMING GRAPHICS TEST \ %' PROP. COVERED PATIO _- -- --=F -_ --- _ =FIRST=FLOOR, AREA --- - - 1`,',�� HOLE EXIST. Pool I ;� � �I 348 S.F. - _-Y--- - BEAM CONNECTION PATTERNS II i EXIST. ELEC. a L- — -— -_- - -_--- -J FIREBLOCKING DETAILS �- AREA TOTALS 348 S.F. DW' DW' GAS LINE - -- -- --_ --- - - - - --- -- ---- --- --- --- ^ 5P ,�- )v ,p ; PROPOSED FOUNDATION PLAN --- -- _ _ --- �v PROPOSED FIRST FLOOR PLAN Lu EXIST. SLATE PATIO �\ --- -- - - - - - --- -- - ---- �k2 , A\O y\, A- O2 .00 PROPOSED ATTIC PLAN - - - -- — - \� PROPOSED ROOF PLAN EXIST. EXIST. COVERED WOOD \ DECK ASPHALT DECK EXIST. 1---- ` - -- - -- DRIVEWAY l LOT G01/ERAGE _- _- - - - - - -_ - EXIST. 2 STORY ND. FRAME I BELC-71AN r ---------rPROPOSED EXTERIOR ELEVATIONS o ` ',"o BLOCK GU L WN CURB GARAGE w/ SLAB ON GRADE l 50UTHOD TO CODE, ATTACHMENT 3 280-4 — -_-- - -- - {- (5 BEDROOMS) \ ----- F.F. EL.=4a.2' ExisT. �, PROJECT: � DESCRIPTION (FOOTPRINT) AREA ELEGTRIG� ,,)=XIST. BURII=D y _--_- ---__---- -.- _ o LOT ,- GAR. FL.=44.7 ��. �' - -_ COVERAGE--__- - -- METER ,, >=LEG. WIRES,' - ---- - ----- TOTAL LOT AREA Q6,�155.0 S.F. -� - --� `'�—EXIST. WELL TO BE - BUILDING SECTIONS REISMAN . \ � CONVERTED TO ',=T—__== -._z == EXISTING 2 STORY FRAME HOUSE = IRRIGATION USE ONLY; 5 507 5 F. 5.730 \ ` AND ATTACHED__ GARAGE ___ __ POOL EXIST. SUPPLY LINE TO HOUSE EXIST. COVERED PORCH z , �i zz \ DISCONNECTED EXISTING WOOD DECK 423 S.F. 0.43b 1 EXIST. !_ ' } ; EX15TINO COVERED DECK ---_- = _----_ -=_- - - -�® I ®® DESIGN DETAILS -...----- - -- - - ------ - SLATE PATIO �'_-- ,-----L•=�`� �'Q � DWELLING w/ 0.690 N PUBLIC WATER --- - __-- - --- � --------- - ---- '' - ----------- - - - 1 665 BAILIE BEACH RD EXISTING COVERED PORCH 7Q5 S.F. 0.5% - X ' ` EXISTING POOL AND SPA 88o S.F. o MATTITUCK, N.Y. 11952 WALK. BRICK .as� - -=--34q S.F.---- 0.49b � -- - - ----- PROPOSED POOL HOUSE -y ' __-_ ----_----------- j,= ==-- -- ----_ -- _---- - �J' - I O .O® I PROPOSED STRUCTURAL PLANS Ij PROPOSED ouTDooR BHowER .1% --- --- -------53 S.F.s.F. ---I'--_ _ -_-- DRAWING TITLE: 7 - -- y - -- -_ - _-- - _ _ - - -- -------_-_-_--_ ---- - - -------------_— ----- ii c- IO2 .0-0 - CN PROJECT LOCATION & SCOPE - � - - _ PROPOSED � OR FIREPLACE 36 S.F. o.o% Vw SITE PLAN & ZONING DATA - - 42 S.F. 0.09� 1E PROPOSED IREPIT SERVING MAIN DWELCI PROPOSED STRUCTURAL PLANS SGDHSREF NO. -040024 --- - ------------- r PROPOSED SHED 203 0.2s- -- ---- --- - - -_----- --- 660 S.F. O."i� N PROPOSED COVERED PATIO - _-- - --------- ------------- EL. --- -- -- - TOTAL AREA OF ALL STRUCTURES 11,487 S.F. �1.890 -- AGE. _ ------ - - -- w ------------- - - -- - - - _- —_ ---- - - - - ---------- - - --- -- _ _ O1 00 PLUMBING RISER DIAGRAMS Z __ ` 1 -- ---- - — - - ------- Q -- �` =�G 1 (` - < Q - ----- - — - - - \ LOA -00 :1000 V --------- - - L r �4 -_ ~ -w_= 2 ----- -- ` AGCE550R,r STRUCTURE REOUIREMENTS _ - c= O - - ---- — -- �� 0 \`` Ei -✓ - - - - ` 50UTHOLD TOWN GORE ATTACHMENT 3 & 280-I5 -- ---_- DATE: 9/5/24 1 OF 12 - - -- --------- - --I � Ns, O O` - _ ' - _- \ ALLOWED -I - -PROPOSED - - COMPLIES - IL EL. 28 1 1 YES +� y MAXIMUM HEIGHT 2 1 2 2O �I EXIST. 1 25.0 38.1 YES F I RE�O` --JII � � MINIMUM SIDE YARD WELL O' 1' L' b HOLE `- , Ij YE5 MINIMUM REAR YARD 25 37 \ IMAX. 2,ciOci S.F. 348.75 S.F. YE5 11 " B2 MAX. SQUARE FOOTAGE; �--ter-- - -- F1 ------- -� --- - 3% OF TOTAL PARCEL s K - , ---- —r---ri—r rr—r —r , NLlb22'S0"W, I I E A 5 T ;END ,'' `DW'213.82' o__ -� POOL HOUSE MAXIMUM 350 S.F. 348.75 S.F. l YES A E N U E GRO55 FLOOR AREA - - --- -- -J P DORMERS; MAX 36 OF 50 O o r f O 3' I 789' YES li ROOF -WIDTH --- _---- I�' ENL. RC ED S 0 TE PLAN -- -- 6RAPFi1G 9GM� i J 50ALE: I" = 50'-O" - F�--------------------------- -------=­=--------- , ---------­ -.-��- -- -­----- -------�­ ---------- -- -- ­­­��. ----------­--- i --­ -- ­­ ­---.. ---� --- - ----- _ ---- -- NOTES $ 5FECIFICATIONS i IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINVED CLASS WINDOWS AND DOORS CARPENTRY HOOD FRAMING MATERIAL STANDARDS 1� AE35REVIATIONS :!----------------------- ------------------------------------ ------- ------------------------------ - ---- TO&ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, I. ALL OLA55 TO BE INSULATED LON-E, UNLESS OTHERA15E SPECIFIED. 1. ALL LUMBER SHALL BE POUOLAS FIR LARCH #2 4 BETTER (Fb = e�'75) UNLESS THE PROVISIONS OF TH15 5TANDARD ARE NOT INTENDED TO PREVENT THE USE OF ANY MATERIAL -­ ------ - - -- -... - - ------- ------ - - --- ----------------- - ---------- - -- ---------1,-- - ------------- -- ­ ­­--- ,- i . , -­­----- - -�==­­�--­-�­­�----- -� ----..� - ----., ----­ -J CIL SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK OTHERWISE NOTED. OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, �, ED. BOARD ---]�IN5UL 1 INSULATION -7 JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN _ ___________________________________ � 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER AND THE AUTHORITY HAVING ----.----I ------ ,- ---- I I --- - - - ]JINT. � INTERIOR ­ QENERAL CLEARANCES ARE PROVIDED. 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH COAT. MAINTAIN APPROVED AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER ��--E-3--F-E--------------------05-A-SEFLOOD-ELEVATION ------ - --- - ------­- < I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 5" MIN. FOUNDATION EXPOSURE. STRUCTURAL SAFETY OR, DURABILITY, SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO i ------- - ------ -------� --- ­­ ------ -------- --­------- ­ - --- - ----,: I - -- -- - - -------- ---- -- ----i -­---i�---------,------------------------- -------I------­---_____ -­-­----i 0 --- -- -- APPLICABLE BUILDING DEPARTMENT. 5. ALL SLIDING CLASS DOORS, 5KYLI&HT5, AND AN-,( OLA55 UNIT INSTALLED CONFORM TO THE REOUIREMENT5 OF TH15 DOCUMENT (THIS DOCUMENT 15 TO MEAN A REFERENCE � BLD6. �[Bu-iLm-i­N& - :l KIPS (1000 LBS) 7LA55, E m, ALSO i . ----------- -­------- ­ -- ----­ - - ------ -­.­----------­­- I i i ui NITHIN la" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED C 5. SILLS TO BE F.T. AND SECURELY FLASHED NITH A TERMITE SHI L To THE CURRENT AMERICAN P400D COUNCIL'S HOOD FRAME CONSTRUCTION MANUAL AND THIS PS ! ----- ------ - - -- - - -- - - -,- ------------------ - -------- K--­--------l- ------ =----­----­ I- , . _ i-�--­-- 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. UNLESS OTHERWISE NOTED. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xlb", UNLESS (1) Vxb" FORMAT, AS APPLICABLE AS A DERIVED NORK). .-------- ! ui , i: BM �[BEAM s ZERS SPECIFICATIONS I -j CD LE INFORMATION OF EXISTING HEIGHTS WITH THE EXISTING STRUCTURE. ,----------- ---------­­-­----- .- ----­ - ------­1 �­­­------, ----- ALL DIMENSIONS, CONDITIONS, AND APPLICABLE 15 NECE55ARY TO MATCH FLOOR HEIC .- -----------------­ --------- ­ - -- ---,-- ­]MANUFACTUR -1 ------ ------ --­­ - ­ ­­ - ----­­- . cy) I -]EMA�.----------][MAXIMUM -1 4-1 C\j 5TRU0'1)RE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PREFABRICATED HOOD i B.O. BOTTOMOF MANUFACTURERS SPECIFICATIONS. 4. AT FLUSH FRAMING USE Irb GAGE METAL JOISTS HANGERS BY 'l OR I-JOISTS, 5TRUr-TURAL COMPOSITE LUMBER, PREFABRICATED HOOD TRU55E5, GYPSUM, ----- ------- -- - - �[ -- -------------­=­ �- _- -- -,-.------------ ­­­ -- I .- -- : -1 i -- MECH. - -- - - -- -.-.--]�miCHANICAL.� ­-.--­-,. 1,-----­�- ---- ---[MAX. - 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. ALL WINDOWS TO OF- CAULKED AND SEALED AS PER NEW STATE BOUAL. HARD50ARD, AND STRUCTURAL PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR i BOT. -- - J E30TTOM ------------------ a) AND AUTHORITIES HAVING JURISDICTION. GRADING RULES SPECIFIED IN 1.1 THROUGH 1.95. - -- ­­­­ ----------------�=�------------ - ­­ I -- I . Z) v- -­ - i: B.O.H. 0 r- : ___ [BOTTOM OF HALL 1 MIN. . PON51BILITY ENERGY CONSERVATION CONSTRUCTION CODE. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN i ---- --I ---- --------- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RES FLOORS, ROOFS, AND HALLS. I.I. LUMBER: ALL HOOD MEMBERS USED FOR LOAD-BEARINe PURPOSES, INcL=)IN& ­------ - ­­­­­ .- -- - ---- --- ---- - ­­- __ _ _ _J�MINIMUM = � -0 • 0 i - -- ­ -- -- - ­ ­ . ----] : - - ---------- -- --�--­--- -- --------------------. ------------ , -- - ­=-_­ - .------ ---------- OF THE ONNER/BUILVER. (b. PROVIDE FLASHING PANS UNDER ALL 5LIDINe CLASS DOORS, WINDOWS, OR END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED BY THE &R.Ar>EMARK OF A --- .- >: (.0 ii G.J.0iLCEILIN JOIST �:NAVI�>ag> 4-J 0� . ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. , PARALLEL PARTITIONS, POSTS, AND BATH TUBS, LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES IN AN ACCREDITATION i _w�JO� NORTH AMERICAN VERTICAL DATUM OF I-Ie,a r- 6. DOUBLE ALL JOISTS UNDER 1�­­------ ------�--------------- -- ----�--- ,-�-����------ l- - --------.--------,.-.---- " ! ----- -- ----- ------ - - - - �: - I -- - - ­ --------- --­--------- ----_j c z 0 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS U.O.N. PROGRAM, SUCH AS THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE :: - -- - - - --------- - I—— 0 - c\j . I - ARCH I TEOVENO I NEER BEFORE PROCEEDING 'I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL �COL.-­­­ �[ -------- ­­-­---- 1 N,rr, Br, �NEW IrORK 017Y E3UILr:>INr, COME a_SHALL BE CLARIFIED WITH THE ORADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE -­ --- -- - -- - ,-,:­----- -..-�--- ---11 ­­J- u') ,;4- 1 -------­------- I -- ­-----­,.- ------ - --­ ----- ---A CD , HITH THE WORK. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. -1. ALL BEAMS, OIRDER5, ETC. TO HAVE MIN. OF 5-1/2" 5EARINO ORAPINO AOENC,Y NHICH COMPLIES P41TH THE REGUIREMENTS OF U.S. DEPARTMENT OF :: CONT. ---i�--C,-O--N---TI-N--U--C--U--S--- --- - --------- O.C. ON CENTER - ­­�� ­ 1 >1 C) I-- COMMERCE P520-clel. !,-----.------- -------jL�---.-------------------�--- ---------­---------------1� -.------I- --- -- I � - -- - ---------------- - -- -------I c (b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE ,!!5. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS 5. MIN. HEADER TO BE (2) 2"XI0" UNLESS OTHERWISE NOTED. I -- I -- --- ------ 0 4-i 1 �--­ ---- ------- ­1 0 ­ ---- ,cuPl 0 0 M -.�; Q0 : DBL. � - -CO. UNLESS APPROVED BY THE ARCH I TEOVENOINEER. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ­--.-----­ .-----___j DOUBLE � _][or ! - --- I--------- ­---­-- -- --------­-.------­. ------ -�----- --����--------..----- .r_ C-) � : ['- ------------------ - ­1 -N/-E---------- -- -- - ­ 4-J ON 4-J cl. ALL V400D 5ILL5 AND V400D IN CONTACT WITH MASONRY/CONCRETE TO BE ANSI/ALTO A I C10.1 STRUCTURAL GLUED LAMINATED TIMBERS. � 1 1. CONTRACTOR TO VERIFY DIMEN510N5 OF FOUNDATION Nl'rH FLOOR PLANS q. ALL NINMOV45 TO BE ANPER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH :: DFE I ME51ON FLOOD ELEVATION O.H. Fo OVERHANG i Lf) F.T. ­­ I - � ll c c; co - r��� -- -- - ------ --- - ----­----­-----­- -------,---- ----- -- -------�-­--- � < ro- a: 2 6 BEFORE THE START OF FRAMING ANOTHER WINDOW MANUFACTURER, IT 15 THE RF-51-ON51BIL17Y OF THE 1.5. PREFABRICATED HOOD I-JOISTS: ASSEMBLIES U5INC PREFABRICATED P400D I-JOISTS I -- - L CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH :1�i Dim. ��DIMENSION FE--- -- ---- PRELMINARY BASE FLOOD ELEVATION � 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PEP, FASTENINO, SCHEDULE SHALL MEET THE PROVISIONS OF A5TM D5055 5TANDARD SPECIFICATION FOR � -----------I— ��-------- 1­- J e>. PRY HELLS AS REQUIRED B`r STATE AND LOCAL CODES. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE ON Pl 0-005. &ENERALLY, SHF-ATHINC715 OF 1/2" THICKNE55 ON HALLS AND ESTABI-15HINC, AND MONITORINO STRUCTURAL CAPACITIES OF PREFABRICATED HOOD � ,--i ------------ , - - �--�­­­-­-- ----.---------- -- ---------------------------- ------, CHARACTERIST105 ARE AS FOLLOWS, NOT LIMITED TO: DESIGN PRESSURE, :D.J. i PECK JOISTS I ROOF AND 15 OF CPX 6RAI�)E, UNLESS OTHERA15E NOTED. SEE FLOOR PLANS I-JOIST5, THIS DOCUMENT, THE &OVERNIN0 BUILDINO CODE AND ANY ADDITIONAL 1--------------­-­__ J: ____J�-l�- ____ � POURED CONCRETE ------ ­ --- - _�� --- -- ---------­- �---- -�-- -- -- ____- --------.-.----��-------------------------� -��l� 41. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PR---CEDENCE ROUCH OFENINO,U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS - ---- ­[--­-------.- , !i PLATE 1! FOR ADDITIONAL NAILING OR, DIFFERENT NAILING REQUIREMENTS WHEN REOUIREMENTS, AS FORTH IN THE MANUFACTURERS COME EVALUATION REPORT. I 1: ------------.--,------------------,-,.----�---- -----�----.--]-[-�-L------------- ------,-- --------- - REQUIREMENTS. I APPLICABLE. rz A. EACH i 1 1 ---�---- -- - ---- - - I ­--­--­-.-- ---------- ----------- - I -- - -- - . - ------ --- -- -- �- � ------- ------------ i : : FL'rND. �� PLYWOOD � 10. OWNER/BUILDER ARE RESPONSIBLE FOP, ALL INSPECTIONS, APPROVALS, 1.4. 5TRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL ------ ­------------ --------------- I-------..----- --- - - - CERTIFICATES, CERT. OF OCCUPANCY Of? COMPLETION AND J.L. APPROVAL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE IELE-V. ------- ! ELEVATION W 11. SUB FLOORING, GENERALLY, TO OF OF 5/4" THICKNESS AND OF C,DX GRADE. COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ASTM m545(b STANDARD I- ----- -------- ---- I , ­ --- ----­1L--------------- -­ ---- -�----- ­�� TEMPERED CLASS. NAILINO AS PER FA5TENINC SCHEDULE ON FAOE 6-005 AND OLUEr,>, U.C.N. SPECIFICATION FOR EVALUATION OF STRUCTURAL COMP051TE LUMBER PRODUCTS, THIS � -- ---------- ­�---; L- I 1. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY' PORTILLO, RA MOCUMEN, THE GOVERNING BUILVINC, COME, AND ANY ADDITIONAL REQUIREMENTS AS SET I EQUIP. EQUIPMENT- ___][F.7. - -----]�FRE55URE TREATED � ­-- ­ --------------- ------------------.�- -- ---­-­- - ­­- ___L --- -- ­­--- ------ - ------ - --------- - ---- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM H1NDBORNE DEBRIS. 12. EXTERIOR SHEATHING TO BE COVERED WITH '7r,/EK' HOUSE WRAP OR FORTH IN THE MANUFACTURERS CC)t�)F- EVALUATION REPORT. T. �� EXISTING -------IF---- - FERMI55I0N FROM THE ARCHITECT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS Or THE LARGE APPROVED EQUAL. [EXII 5---- ---------,I-- 11 REC-D Rrouipzrzr�, : L -- ---------L, -----_, ,_ __--::�L--------------- - � ­--- -7 1 -0 ­­-- - - - - ­ ­ -.---- : 7N INTENT ONLY. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR . I� -- ---- - ----- - ---- ------ ---------­­­-­=---- 11 R151=R ------] F 7. � -1� 1-- ­- --- -- M1551LE TEST OF ASTM Elq'16 AND A5TM Ele�g>(b AS MODIFIED BY 2020 NYS 130 1.5. PREFABRICATED HOOD TRUSSES: ASSEMBLIES USING PREFABRICATED HOOD TRU55F-5 ­�� 1: 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF T4E NORK AND IS SECTION 501.2.1.2.1. GARAGE DOOR OLAZrzl';) OPENING PROTECTION SHALL MEET 15. BLOCK EXTERIOR STUD HALLS AT HALF STORY HEIOHT5 AND AT SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE &OVERN1NO BUILDINO CODE, AND - EXTERIOR I Rl -�-j -- -- RESPONSIBLE FOR ME51C UNSUPPORTED EPOE eEAM5 OF EXTERIOR 5HEATHIN6. ANY ADDITIONAL REOUIREMENT5 AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD ------- ROOM --- RO� ANSI/VA5MA 115. F.A.I. -1 R------ 0 0 - -_j FRESH AIR, INTAKE I M. 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY'. FOR, METAL PLATE CONNECTED HOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, �-------- ----- - I---- --------------- - - -- ---- ­ 15N ­--- - ----- . --­1 : 14. PROVIDE W CROSS BRACING NO AT JOISTS,5T5, STUDS, AND RAFTERS WHEN SPANS OR THE MANUFACTURERS CODE EVALUATION REPORT. -------- -------- - ----- - ­­­ ---- - FLOOR AREA RATIO R.R. ----- , -- 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, HOOD STRUCTURAL PANELS WITH EXCEED 5'-O" AND AT EVERY' 5'-O". 1 FAR---7� ----- - -­------- - - [ --- - --- -- [Roo (D :D 14. THE CONTRACTOR SHALL KEEP PREM15E5 REASONABLY CLEAN AT ALL A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN V5HALL lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE - -- -: ------- - ----� -- --- - --- ----�­------------ -, -.-----] -I.-j M ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ----,--,------ ----------- - --­----­---­­� -1 = CONTRACTOR SHALL REMOVE ALL BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL OF PRECUT AND 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PACE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM WALLBOARD, ASTM 05-7 F .V. :'5TL.TIMES. AT THE COMPLETION OF HORK, THE �-F.A.V. : RUBBISH, HASTE MATERIALS, TOOLS, ETC., CLEAN CLASS AND LEAVE WORK 1 FRESH AIR VENT H ­15tEL 0-004. SPECIFICATION FOR GYPSUM LATH, OR ASTM C-I'l SPECIFICATION FOR GYPSUM SHEATHING � � --- -- - ­ ------I N - i BROOM CLEAN. Fro-1= -­ -- S.V. --][Sm,�lRT-VENT--- ---­7-�-- PRIEDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS BOARD. I FF--------- -- , FIN15HED FLOOR L------- - -­, - - ----1 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS - ---- - t ---�-------- -�,�-----�------.-------- ­_7 - 1--�-.-----------------�-----,- -- ----- - -1 FIRST T-FLOOR ELEVATION l�-Tc�--6E-Mr=TE-RMIN-F----D-- --- - ---- 15. THE CONTRACTOR SHALL CARRY NORKMANS COMPENSATION AND GENERAL R501.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT NECESSARY. LT HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE �FF ELEV. ------------ - --- ­- Ic + LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES ------­- - ----. - -.-- ----I---- -- -",-''- ---------- CORROSION-RES157ANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF ANSI/AHA AL55.6 HARDBOARD ------------------------- - - -- ­­­ -----�[- �F I --- -1 - -------------- � C�p_ AND ORDINANCES. ON THE BUILDING. I-T. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-005. SIDING. _ �[�L JOISTS TEMP 6L. TEMPERED 5LA55 0 c I I-F.a.-----­- L�_ __ __ --__j Tr ------ ----, ---- --- ----- -� lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF le). AT "NET HALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER, CODE. lb STRUCTURAL PANELS: FOUND. ------ - ------ ---- ------- - --- � ---- L-­ - - - - -- THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE PLUMBING GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF HALL ABOVE. SUB _�NP. _____ - --FOUNDATION :THK. THICK ---] COMPLETION OF PROJECT. = YEAR AFTER I. CONTRACTOR SHALL INSTALL HATER SUPPLY, DRAIN, WASTE, AND VENT (DW) _ _j[Fp --�I ----- -----7' ­­ --- --- ---- 0) T � SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. FLOOR SHALL NEVER EXCEED A 16" SPAN. I.a.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.H. � TOP OF HALL - --- ------ - ­­­ --- ----.----------------.-------­-�-- - - PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I I -- - -- ---- � ---- --------- ��--- ­ _ - ------ =- ­� < - - FRAME --- - d- --- , ��--�� 0 1-7. THE CONTRACTOR SHALL INPIEMNIFY' AND HOLD HARMLE55 THE ONNER, 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING (PS 1) CONSTRUCTION AND INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE IF�- --­ - 1� Tr TREAD -­ - -- - ^ARCHITEOVENOINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND ---- --��------- ----- - �----- - ­---- ----, l AS FER FACE 0-005. VOLUNTARY PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - --- - ----- - ---- - 1,. 11 64- (D DAMAGES, LOSSES AND EXPENSES, INCLUDING HOOD-BA5ED STRUCTURAL- USE PANELS, APPLICABLE CODE EVALUATION PEP ryp. AGAINST ALL CLAIMS, r CE OF 5. ALL HATER PIPING TO HAVE CLEAN OUTS AT ALL CHANCES IN DIRECTION REPORTS. lr:77-7-�� -___j 171REPROOF� , TYP I CAL �� 20. "P.T." SPECIFIES PRESSURE FRESERVATIVELY TREATED LUMBER IN F -- ­-----­---JL------- I ---- -------I -) ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE ,��--]�- -�­----- -- --- -----­­ ----- �­--_________-- UNLESS OTHERWISE NOTED-- �- -------------- -�i� t-1 Y, SICKNESS, r T - -1----- - - - -------- - - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) AND AT BASE OF VERTICAL HASTE PIPES. -7 ANP/OR CUTTINO OCCURS, FIELD 1.5.2. ORIENTED-STRAND BOARD (055), HAFERBOARD ORIENTED-STRAND BOARD OR . FCC...1..l� .a.-N. ----- r ACCORDANCE H/ ANFA 022;NHERE PRILLINC - 1 (:5 I 15 ATTRIBUTABLE TO BODILY INJURY, DISEASE OR DEATH 0 ---�-­ -- - -� -- ------------­­---- -------- ---- -­- ju -,---------- ------------ � � -- R TO 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER TREAT LUMBER W COPPER NAFTHENATE WHICH SHALL CONTAIN 2% COPPER KAFERBOARD USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.5. L - --� ­­ -------------------- ----------1-------------- ----------- ------------.-. ­ ­­- - --- -- - - - - ---- -- ' INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 0',�F. 130. I I 1� l, ;:� i FOOT. METAL BY REPEATED BRUSHING, DIPPING, OR, SOAKING UNTIL THE HOOD DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (P52) PERFORMANCE - I GYPSUM BOARD I VERT. I VERTICAL i .--,, I, ------------- - --- ------ ----- --- L- --I�­­--------- --- --- ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, VOLUNTARY PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR --- -- ---------- - -- - ­ _ � �- ­­ - - -- ­­­ -:­­-­-­-------­�- __j I MANUFACTURER SUCH AS: HANOER.5,NAILS, SCREWS, FLASHING, ANCHOR BOLTS, ----------- -- ­­- ----------, -------------- --] VERIFY IN FIELD --------------- ---- I -- WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY F.T. LUMBER APPLICABLE COPE EVALUATION REPORTS. H D. 1 V.I.F. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 5. GENERAL TRAP AND HASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: I - ----- - - _---_-_-Atclo�v­nc�N----­------------- -----i� -------- --------,- - - -- EMPLOYED BY ANY OF THEM, OR ANYONE FOR NH05E ACTS ANY OF THEM MAY - V15H WASHER. 2" ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, I FR� HEADER ----- ---- - - - -------- : - � < - KITCHEN SINK........................................2 . I.a.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL I ---- J pq/ � WITH BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A - LAVATORY...............................................211 FTC. ANY REFERENCES TO CCA ARE TO REPLACED WITH F.T. .1 AND ANY REQUIREMENTS AS SET FORTH IN THE --�------.-------- - ------- ------- - " --- - ---- -----------.------- ------------­ 1 -- - - -- -- J� -HANGER :' PARTY INDEMNIFIED HEREUNDER. - SHOWER/TUB..........................................2" MANUFACTURERS 601;)rz EVALUATION REPORT. �HNOR RA ��ND. i V400D 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: - ______________ -- � _____ -------- ------- ------------------------------------- - -I----------- - -­ -- - ___j le). ALL MATERIALS, ASSEMBLIES, AND METHOD OF C,ONSTRUC,TION INCLUDING - TOILET........................................................511 1 ----- �------------------I------- -------- ----- - - -- -- . --- ­1 I A. NEYERHAEUSER TRU5 JOIST 2.OF- MICROLLAM LVL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE HOR. _______]I HORIZONTAL lZR 1, FORM-WORK, BLOC - LAUNDRY .................................................2" �­­ ---------- ------�l __j ZONING RESOLUTION ;i . ,K-WORK, FRAMING, NAILING, PLACING -- --- --- - -- - -- BUT NOT LIMITED TO FORM E3. OEOROIA PACIFIC 2.OE O-F LAM LVL PROVISIONS OF ANSI/AHA AIC14.1 CELLULOSIC FIBERBOARD OR A5TM 0205 STANDARD --------------, - -- -­­­11 - ---------- -1 OF CONCRETE, ETC,. ARE TO BE CAREFULLY SUPERVISED BY THE r,ONTRAc,TOR - FLOOR DRAIN..........................................5" PSL (PARALLEL STRAND LUMBER,) DENOTES: SPECIFICATION FOR CELLULOSIC FIBER IN5ULATIN5 BOARD. - TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS A. NEYERHAEU5ER TRU5 JO I 5T 2.2E PARALLAM PSL F­----------­.----------- -------, . - ­ - ---- APPLICABLE CODES AND 00017 PRACTICE. DEVIATIONS FROM THE DRAWINGS 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" -------- - --- -------------�-­­- ------- -�-- I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN THROUGH ROOF. ALL TO BE INSTALLED AS PER MANU. 5PEC.'s lb.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL � j I APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE ; ; I : AUTHORIZATION OF THE ARCH ITEOVENOI NEER. "7. PROVIDE FROST-PROOF HOSE E3155 WITH EASILY ACCESSIBLE DRAIN 4 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE HOOD VOLUNTARY PRODUCT STANDARD I (PS- 1), THE GOVERNING BUILDING CODE, AND ANY INSULA71ON $ FF-NESTF.,ATION FZE0U1REll�lllllllllllll1ENT5 i I DRAIN COOKS AS REOD. HOSE B155 SHALL BE PROVIDED WITH BACKFLON FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING COPE, ADDITIONAL REOUIREMENTS AS SET FORTH IN APPLICABLE COPE EVALUATION L---.----- - ------,- -­ ­ -- -- -,--- --- --- --- ­ -------------- Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS REPORTS. I---------- NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AN:;) CONDITIONS PROTECTION. COME EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. � PROPOSED DESIGN Cl� FRESCRIF71\/E VALUE � 5. HASTE FROM CLOTHES WASHERS AND LAUNDRY TUBE, ARE TO BE PROVIDED 25. NOTCHES IN THE TOP OR BOTTOM El:�OE OF SOLID SAWN RAFTERS SHALL 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE r-,0XF>CNEN7 ; I (�,-CMFLIEE) 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK WITH BACK FLOW PROTECTION. STANDARDS SPECIFIED IN M12.1 THROUGH M 2.2.1. � :NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE C,17A71ON (PER 2020 N"I`E)ECC,(�,-) ! WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 'I. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME 5 15.2.1 SQUARE AND HEX BOLTS AND � i HEALTH PEPARTMENT STANDARDS AND REGULATIONS. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 5CREN5 (INCH SERIES). - - -- -- - ---.-- -- ---- - ] 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED I SPECIFICATIONS, UNLESS NOTED OTHERWISE. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ASME 615.2.1 i I U VALUE = 0.25 MAX. U-VALUE = 0.52 TO CONCEALMENT OF PLUMBING. HOLE 5HALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FENESTRATION U-VALUE - MAX. AIR LEAKAGE = o.50 CFM/SF YES � 22. PROVIDE FIREELOCKINO AS PER NEI,q YORK ACCESSIBILITY STANDARDS. SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AIR, LEAKAGE = 0.50 CFM/l �� PER R402.4.5 4 TABLE R402.1.4 - CLIMATE ZONE 4 1� ! 1 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE � ------------------- � - I i 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. --------------------­ - - --- --- - --- ­-- - -- ------1i----- -­ i i UNAUTHORIZED USE UNDER FEDERAL LAN BY M 11 NOR ANY POTENTIAL DAMAGE THEREOF. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED HOOD TRU55 CONSTRUCTION, THE GOVERNING BUILDING COPE, AND ANY ADDITIONAL � CEILING R-VALUE � INSULATION I ; IrEs : COPYRIGHT PROTECTION ACT OF 101410 (ANOPA), WHICH HAS SEVERE PENALTIES. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDOE REOUIREMENTS, AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. 1 11 THICK (R=-T/INr,H) PER TABLE R402.1.2 - CLIMATE ZONE 4 i � I i I OF THE HOLE SHALL NOT BE CLOSER THAN 5/9>" TO THE EPOE OF THE STUD. ------- iii -- i 12. PER NYS PC 425.4, A 4"X5" CLOSET BEND SHALL 5E AN ACCEPTABLE � �­­---- -- -- --�=------------------ --- ---- - ----Ili--- THE ARCHITECTURAL P40RI 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES SHALL MEET THE --------------- ---------- --� IN. R-VALUE =�4cT I ------] 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY <5 NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL OF- PERMITTED MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF REQUIREMENTS OF ANS,I/`TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED �I [�R-411 SPRAY FOAM INSULA ­ -- ­ ---I------- I , _ - -- - --- --- - -- -- GENERAL HIND PROTECTION CONNECTION NOTES: HATER CLOSET CONNECTION. WHERE A 5" BEND 15 UTILIZED, A 4"x5" FLANGE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE ! ! � I EXTERIOR HOOD I N. R-VALUE = :20 (CAVITY) ! ! ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL SHALL OF- INSTALLED TO RECEIVE THE FIXTURE HORN. SPECIFIED, MINIMUM ASTM A655, STRUCTURAL QUALITY, GRADE 55 STEEL SHALL BE USED. i I R-21 BATT INSULATION l I : 251. FOP, NEW HALLS, A PERFORATED 5HEARNALL SYSTEM 15 USED. THE i FRAME WALL R-VALUE I -- I' --- YES IOR (2"xb") MI CONSTRUCTION;557V IO-cIq AND 20le, SOO HIGH HIND EDITION V400M FRAME OTHER METAL CONNECTORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING PER TABLE R402.1.2 - CLIMATE ZONE 4 � I CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, : I CONSTRUCTION NOTES, AND TABLES ON PACE 5-005 4 0-004. THE FASTENING SCHEDULE CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE !�--- - -!i - - - ----- ---- .----- --------- -- ­­- - - ---JL--- I � - i � I -------- �� -- - I. A CONTINUOUS LOAD' PATH BETWEEN FOOTINGS, FOUNDATION KALL5, ELECTRICAL: SPECIFIES THE REO'D NAILING THE SHEATHING (ANY NAILING EVALUATION REPORTS. �: I --- --- -J- i FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM . i FLOOR R-VALUE �R-50 BATT INSULATION J�MIN R-VALUE = Icf I YES z j u TO 2011 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE SPECIFICATIONS ON THE FLOOR FLANS SHALL SUPERSEDE THE FASTENING � PER TABLE R40:2.1.2 - CLIMATE ZONE 4 i� UJI I � 2.2.5. NAILS; NAILS SHALL COMPLY WITH ASTM F 1,667 STANDARD SPECIFICATION FOR DRIVEN :� I-` ­------------- n � ANCHORS AND OTHER FA5TENIINO DEVICES NOT ENERGY CONSERVATION CONSTRUCTION COPE. 50HEDULE). HOLVONN5 OPERATE IN CONJUNCTION WITH THE PERFORATED SPIKES, AND STAPLES. --------'---- -- - ---- - ----- ------ -- -- . -- i 2. APPROVED CONNECTORS, ANC ENER6 FASTENERS: NAILS, I ­ ­ - 2 1 1 i INCLUDED IN THE STANDARD BUILDINC, CODE, SECTION 2506 OF 150 SHALL 5HEARKALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s). I � HOT HATER PIPE MIN R-VALUE = 5 0 i � i BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MEET THE I INSULATION I R-5 PIPE INSULATION PER R405.4 4 R405.5 � YES 0 COMPLETION OF WORK. REQUIREMENTS OF THE GOVERNING BUILDING COPE AND ANY ADDITIONAL REGUIREMENT5 I i______--7 I -------- ---i - - --- -­-1- - ----- ------ I , -- 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 26. COLUMN BEARING AS FOLLOWS: AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. ---- .- -- - -- -- -­- -1- -- ------ �----- � DIRECTLY TO THE HEATHER, OR SUBJECT TO SALT CORROSION IN C,OA5TAL 5, SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: HOOD POSTING TO BE BLOCKED SOLID TO FOUND. HALL v41 END GRAIN, - It I AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - GENERALLY, VERIFY OR PROVIDE HARD P41REP TREATED V400M $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 2.21. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME 5 le>.6.1 HOOr7SCRE11115 (INCH SERIES). COMPLIANCE STATEMENT: ------------------I --------- -SMOKE DETECTORS W BATTERY BACK-UP IN: HALL H/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFF-55IONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN , : 4. WHERE WINDOWS AND DOORS INTERRUPT HOOD STRUCTURAL PANEL SECURE pq/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS a COMPLIANCE WITH THE 20:20 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [REJ. ai � 5HEATHINe AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE A. EACH SLEEPING ROOM EXIST. HALLS 4 12" LONG HOOKED BOLTS 0 NEW FOUND. HALLS). FOR ANY R SO (- � PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW -----------------� --�-.----..------- ----- ---- �--.--�-----------------,-,----------,-----,---- �,�---�---�----�-------------- ----- < I i I --- -------- --------------­­-�­�­ ----- l ­---- P05TINe a C.M.U. HALL SEE PLAN FOR REGUIRED REINFORoINO (a MIN. 161, - - a � AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. B. OUTSIDE OF EACH SEPARATE 5LEEFIN6 HIDE 5 COURSES OF SOLID BRICK MA50NRY CENTERED 0 P05TINe, U.O.N). WORK BEING PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER, TO AREA IN THE IMMEDIATE VICINITY OF HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOP, USE ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. TABLE fP,50 1 .7 l CLIMATIC 4 GEOGRAPHIC 0)E515N CRITERIA :L--------------- -----------� 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH FAIR OF OFF051NO THE BEDROOMS (GENERALLY THE HALLWAY) IN A SHEARNALL, ALL ANCHORS MAKINe AN ATTACHMENT ARE TO BE N/ 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - ------------- ------- ------------- --- �_­-­­-, PROJECT: RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS STANDARD SHEAR.NALL HARDHAIRE W NOTEP VALUES) 4 ANCHOR, BOLTS, � -- LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 0. EVERY LEVEL OF DWELLING U.O.N. NITH TOP CAPS 0 STEEL COLUMNS TO BE MIN.,1W SENT PLATE e," LONG --------­--------------- ----­--- ­--­--------- --------� -I OROUND SNOW LOAD 25 LOS � RAFTERS. 5. SOIL TO HAVE MIN. BEARINC70APAC17Y OF (1) TON/50. FT., U.O.N. �-­- ALLoNABLFE ---- ------------- - -.----,--- SET 6" D15T., U.O.N. - ADVITIONAL INFO. 15 FOUND ON FACE 0-005. 5TRUCTURAL MF-MEER BASIC, WIND SPEED -H REISMAN 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MECHANICAL, FUEL Q65; 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS OTHERWISE NOTED ------ ­] r��EFLE0710N I --------- 150 MP`-----� (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) W ll R15E 4 W (2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS ­­- - ----.---------i -1 --------­--� POOL HOUSE --- -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4e)" AND EVERY I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY W THE ASPHALT ROOFING SHINGLES 5. HALLS TO OF- POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.C.N. I RAFTERS HAVING SLOPES GREATER THEN 5/12 1 EXPOSURE CATEGORY 5 16" WITHIN 4' OF EXTERIOR, CORNERS. NYS MECHANICAL CODE AND FUEL SAS CODE I. ALL SLOPED ROOFING 5HINeLE5 SHALL BE GAF-CLA55-A ASPHALT ROOFING L/I&O I I -----------,I ---------- 5HINC-LE5 OR APPROVED EQUAL. 6. NO BACK FILL SHALL BE PLACED ASAINST FOUNDATION HALLS UNTIL P TIER OF FRAMINC, 15 IN � K/ NO FINISHED CEILING ATTACHED TO RAFTERS e�. SILL PLATE TO FOUNDATION ANCHORAGE;51LL PLATE SHALL BE ANCHORED 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, PLACE. i ------- ---­­---­-------------------------­­---� SEISMIC DESIGN CATEGORY 5 - ------­------------­ - --- TO THE FOUNDATION HITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LABELED, t INSTALLED IN ACCORDANCE W MANUFACTURERS SPEC.'S 4 COPE. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE � INTERIOR HALLS 4 PARTITIONS H/150 : ---.----- --------- � -- ­-­-­------ - -------,-------------i I HEATHERINe, SEVERE: 665 BAILIE BEACH RD FROVICT5' HITHIN 60 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 5. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS AND HATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTF-RIOP, HALL ---­------­--- -1 OF J` AND VxVx�" KASHER5. A MINIMUM OF ONE ANCHOR E30LT SHALL BE NOTED. ALSO, CONTRACTORS OPTION TO APPLY eAF-HEATHER-KATCH ICE "I. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. - BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONC,RETE/MA5ONRY` SHALL BE EQUIPPED H/ FLAME SAFEGUARD DEVICE WHICH 5HUT5 OFF THE FUEL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. a. ALL OPENINGS FOP, BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. FLOORS 4 PLASTERED CEILINGS L/l � 51-01, ------- -- -T FOUNDATIONS. OR BOLTS SHALL 13F LOCATED WITHIN 12" OR CORNERS SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. ----------------- - FROST LINE DEPTH � :li MATTITUCK, N.Y. 11952 AND AT SPACING NOT EXCEEDING 4' ON CENTER. 5. PROVIDE FN. NECESSARY FOP, KATER. TIGHT AND WEATHERPROOF cl. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE e-005. ! ---­----­---- ----- I ALL OTHER STRUCTURAL MEMBERS � L/240 � 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED CONSTRUCTION. ------,-----.------------------------------------,--. I TERMITE MODERATE - COMES AND REFERENCE STANDARD: COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 PAYS OF 4,000 P.S.I., ---------I--- -------------- 1­­­--------------1, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ,CORMANCE WITH MANUFACTURERS U.O.N. EXTERIOR HALLS I^V PLASTER OR STUCCO FINISH � HI'l I -DRAWING TITLE: ------ 4. ROOFING 15 TO BE APPLIED IN STRICT AC 1 - - -------- - STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 TO AN R-VALUE OF AT LEAST (NYS EGG R405.5): I ICE BARRIER REQUIRED � YES SPECIFICATIONS. ---- �� � GENERAL NOTES - NEW YORK STATE PROPERTY MAINTENANCE COVE, AND 2020 NEW YORK : i - -- ---- 11. GONG. 5LAE35 TO REST ON MIN. OF 6" FINE GRAVEL OR, SAND WITH & MIL. POLYETHYLENE VAPOR i -�­­-- ----- -- ---- STATE ENERGY CONSERVATION CONSTRUCTION COVE. DUCTS 5"O * GREATER, LOCATED IN ATTIC: R-5 EXTERIOR HALLS - WIND LOADS N/BRITTLE FINISHES i� L/240 i .---- DUCTS UNDER 5"(P, LOCATED IN ATTIC: R-6 5. NAILING ROOFING SHALL BE TO C,Or�)E. BARRIER UNDER I 1 � ENERGY TABLE -----------.--------------------------------------------�-- STRUCTURAL DESIGN CHARTS 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF DUCTS 5"O 4 6REATER, OTHER PORTION OF BUILDING: R-6 PERMITTED ------ - - ­­---------­- 11 -::] 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 CAGE STAPLES ARE 12. COPPER, FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EXTERIOR HALLS - WIND LOADS H/FLEXIBLE FINISHES �!!' L/120 HOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 HOOr'> FRAME DUCTS UNDER 5"O, OTHER PORTIONS OF BUILDING: R-4.2 11 CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER, A550CIATION 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - (1) HALL TIE PER (5) 50. (Ar-4FA) AMERICAN HOOD COUNCIL (ANC). INSULATION I. ALL EXTERIOR HALLS AND ROOFS 5HALL OF- INSULATED WITH FOIL FACED -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNPERLAYMENT FOR FT. -------- ---- .--- -------------- . 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 2:12 PITCHES TO 4:12 PITCHES 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE NEFF HOLES, MAX. 52'-O" O.C., TO DIRECT ANY - PLUMBING COC>rz. FOIL TO BE PLACE:) TOWARD HARM 5117)F-. 5. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF CONDENSATION TO THE EXTERIOR. 57RUC,7URAL r�)E51ON LOADS PAGE: 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. PROVIDE 2" R-10 RIOID FOAM INSULATION FOR EXTERIOR FOUNDATION THE SEALANT TO UPLIFT FORCES USING A5TM V 6551. L - -­.---------­---- ­--- --- 15. APPLY (1) COAT OF TAP,BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" - MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS COPE. HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED 5'r U f IN - mo 0 p UAF S CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ABOVE FINISH GRADE. Ll ii LI\/E LO A� 0 in -7. E� ­--------- ­­-­­� - I Ar->3FE�:_�La 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"I NATIONAL ELECTRIC FOUNDATION WATERPROOFING. MECHANICAL CONNECTIONS: 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES OF 40°F AND I------------ �---- ------ ---------------------------i -- ----- _ %J ec ■ %J CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION EXTERIOR BALCONIES i � 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: FALLING, UNLESS APPROVED BY ARCHITEOVENOINEER, NO CONCRETE SHALL BE PLACED ON i 40 psf i� 15 psf I I I CONSTRUCTION CODE. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE FROZEN SURFACES. � I: - cl" R-50 FOR FLAT CEILINGS ------- --I I I 51TE WORK - 5.25" R-500 FOP, VAULTED AND CATHEDRAL OEILINeS SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ ENGINEER. DECKS 1 40 pef 1 15 psf -----I -I. STAKEOUT 15 TO 13F PERFORMED BY A LICENSED SURVEYOR - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED -­-----------­----- ----I­- DATE: 9/5/24 2 OF 12 IF THERE 15 A DISCREPANCY, - 5.25" R-21 FOR Vxb" HALL CONSTRUCTION BY 'SIMPSON" MANUFACTURER. le>. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION HALLS AND WHERE EVER PASSENGER VEHICLE GARAGES 1 50 psf AS PER PLAN 1 2. VERIFY ALL GIVEN DATA ON DRAWINGS. - 5.25" R-21 FOR FLOORS ------------------------ i - RECEIVE CLARIFICATION FROM ARCHITECT/EN51NEER PRIOR TO PROCEEDING. APPLICABLE. I------ --------: ­­------ --- --- . I GYPSUM HALL BOARD 5. ALL LOAPINe CAPACITIES SHALL MATCH EXACTLY OR r=XC,Er=m VALUES ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 4:2") � 10 psf 1 15 psf 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL lel. UNLESS OTHERNISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A MIN. 10" DEEP ­­- ---- STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING COMPOUND METHOD. LOAI��Ne VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TV40 #4 DEFORMED BARS -----�-- ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 1 20 psf 15 psf SITE. STOCKPILE ALL EXCAVATED MATERIALS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND CEILING, UNLESS LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLAE35 TO HAVE bx(b 10/10 HELPED HIRE --------­­-.----- ------- i i-- -----"----- I D REINFORCING. ,/, ,�-- I t1c , - 4. NEW AND EXISTING BACK FILL MATERIAL ARE! TO BE FREE OF NEEDS, TREE OTHERWISE NOTED. HATER RESISTANT (N.R) AT BATHROOMS AND WHERE 4. ALL MECHANICAL CONNECTIONS 5HALL OF- HOT DIPPED GALVANIZED ROOMS OTHER THAN SLEEPING ROOMS � 40 psf 15 psf 4c"\., , 11 , /61x ,,e,,,.,� I � 11, .9�'. I .. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE C . 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID 4 -- --- ---- ------------- - ------------� --------------- -------------------------� �ip (,-, •'. f -N , ➢ �� 6 -MOVE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER FOOTING OF MIN. 16" HIDE x a" DEEP 4 5'-O" BELOW CRAVE. I .4� ­­, ,� " FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. SOUND CONDITION WITH AN EXIST. r ..,/ � 11.� ., � � 5. 5/95", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND HALLS 5LEFFIN5 ROOMS 50 psf 15 psf I ` �% 1. �, �\ I MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 10, j�"�'L*I' � _, 'r. , I. � i ----------------- -----­­-1 14, 11 . � "� 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I;�' ' I L I �­1 IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING ll ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STAIRS ____ � I EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SPECIFICATIONS OF THE PRODUCT BEING INSTALLED i 40 p5f 15 p5f � ,�: �' ,;;r. � ,� I . I .I - I --.----------- - -- 111 T . � I I 1 '. " . , CONCRETE PANELS OF 515" THICKNESS MINIMUM. 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY I OUARDRAIL5 AND HANDRAIL5 200 psf 15 psf (P '.T I I- .-� 1 4-,,-11 1 ­ - !------------------ --- ------------- --------- i� .­ ­'.­1 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND FDOF-5 SHALL BE ARCHITECT 7 --I -7.N '1.1 -, �-I-, � . " TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS � ,­�­­ , i � -1, ,.'I , I r,,,I� I I I, I ,,I GORE Ff; � 1 7--� TO PRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. e>. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM m 1- ROOF LOADING (LIVE = OROUND SNOW LOAD) 25 psf I --­,,� HANGER SHALL BE ALLOWED TO BE 5U55TITUTED WITH A TOP MOUNTED I .. CORNERS AND AROUND BEAM HANGER ONLY ALONG SPECIFICATIONS LISTED ABOVE. ---�,- -------- --­ --1 ­ 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE COP � L----]L--�751 --- -� ALL OPENINOS. - __ - *ALL STRUCTURAL DESIGN CONS I PERATION5 ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. A50E 1-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) I . -- Ol�1�01�lN DETAILS TYP' 1 GAL_ NA I L_ I NO/STRAFF I NO REOU RD-IENTS FOR --- 1-> s=rE iNG SCHEDULE , - -- -_- =1 ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL. I FT/ SHEAR $ L.ATERAL. Y `4I NE�l RES I STANI NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q "ALL STRAPPING TO BE V4"x 20 GAUOE" -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) I 0 ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *U5E IOd NAIL5 IF 5TRAPPINC 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.0 J I 3 FASTENER SPEGj� FASTENER HOLDONN HOLDONN B CONNECTION ?� DESGRIPTIO AND QUANTITY SPA_G_ING N NAIL_ INO OR D _ FOR NEW B EXIST. ROOF 4 GE I L I NO FRAM I NO FOUNDATIONS � AT RAFTER TO RIDGE ry _ � -0 � 0 CONNECTION: 1.DIM'5 ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd =----------- ---- ---------- .__ -- �; � - - -- - -- ENDWALL "" " COMMON NAIL w/o PREBORED HOLES. i z '- ENDWALL ~"""- 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER 0 E_ N O (5) 2x FULL (5) 2x FULL CORNER STUD "" �^ 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE _ __ •- HEf6HT STUD HEIGHT STUD CONNECTED TO -�" FOR STRAP - 5 8 d* COMMON R.R. 2: SERVICE a (6 ur) � CORNER STUD NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST T U CONNECTED TO rf i 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL --- - -- - ------ --- - - �'- _______. _. C X CV TRANSFER SHEAR TRANSFER SHEAR �ry • • • • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL � CEILING JOIST TO PARALLEET NEN MEMBER. L RAFTER (FACE-NAIL) SEE PAGE G-005 EACH LAP 0 O m + Cfl FOR ROOF 2-Ibd COMMON "51NN AN OR 0 2-Ibd COMMON • . • . ' . • LOCATIONS NOTED NAIL5 ® 6" O.G. a �, ROOF SPANS 24UOR GREATER,NDER 5:12 H . . • 4.NO MIcXIN6 O SIZES OR TYPES ALLOWED - - - - - ---- � O --- OPES lu NAILS ® 6 O.G. ON PLANS 10 O.G. IF BLOCKED 4 ,° -.. USE 4 8 d COMMON NAILS ® EA. • HO�DOWN ANCHOR ® • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-Ibd COMMON EACH ILAP c O c c .. 10' O.G. IF BLOCKED CORNER POST .,` END OF STRAP. G.J G.TIES` 5.SEE SECTION b FOR ANY REO'T TO CLINCH THE NAILS(TO --- -- - --- ------------ - Q r- G O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° AN6LE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIIE ""••-•...,•�" GRAPHIC BELOW) "SIMPSON" HDQS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) THE ABOVE ASSUMES A RAFTER 2-8d COMMON EACH END HOEDOWN ANCHOR ® SPACING OF Ib" O.G.; FOR SPACINGS ry OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES 3 TABLE LOCATIONS NOTED r o ° CR 4-1. ----- - --- - - n , w` RIM BOARD TO RAFTER (END-NAIL) ----� 2-I6d COMMON EACH END ON PLANS �� ;?� J FACTOR OF 1.5. CONNECTION BI � 52 �-- - -------- ---- ------- ----- AT RAFTER TO TOP PLATE TO STUD NALL FRAM I NO CONNECTION: •\` "'' � f�OLDOWN INSTALLATION OPTIONS: r.„.•••' • �„•....••°'"' - - >> - - -- - FOR NEW P. GONG. FOUND.'s r '" i FOR STRAP - 3 8 d COMMON NAILS ® EA. �2"" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT HOLDONN CAST IN PLACE w/'f/8"�7 THREADED ROD _ -- - -- - r' ✓ • . END OF STRAP. r OF 15LIF OR, NAILINO TOP PLATES AT INTERSECTIONS (FACE NAIL) - 4-Ibd COMMON JOISTS - EA. SIDE • r ,/ GEOMETRY EXCEEDS THAT PERMITTED IN - ______--- _- r s� MAX. NA HHEN IN �N N GRID ABOVE UTILIZE FOR CONCRETE WEXIST, E "SIMPSON" (HIGD5TRENGTH EPDXY -/" B I • • 1 • • STUD TO STUD (PAGE-NAIL) I 7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ' i „ N, T � ' 2-Ibd COMMON 24" O.G. M - ------ - --- __ 1 1 1 ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 51MP50N #H2A (OR EQUAL) RAFTER TIE �".,,,,• ICI ! (HIGH STRENGTH ACRYLIC ADHESIVE) `""�"•.""" HEADER TO HEADER (FACE-NAIL) i Ibd COMMON 16 O.G. ALONG EDGE5 • - � FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) " TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON I PER STUD FILL TOP 2 COURSES 50LID d CAST IN PLACE HOLDOWN USE SAME CONNECTION """ --"_."•" FOR G.J. TO R.R. - a I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, B -1ST, 2-Ibd COMMON PER FOOT w/7/8 THREADED ROD CONNECTION FOR '""" --•" ",_ — - BAND JOIST, - RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - _ HOLDONN 'G' HOLDONN '�' 2 Ibd COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FR MINCE • — - --- - -- p°OR NEW 4 EXIST. � FOR NEWLY POURED GONNEGTION GI 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL)l 4-Sd COMMON PER JOIST n 1 FOUNDATIONS FOUNDATION 0 ONE STORY ONLY • -- ------ ------------------- ------ -- �/ (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH TEND Q HEIGHT STUD Act ORNER STUD - -- --- r ROANS�ER SHEAR AT STUD TO FLOOR A55EMBLY BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH IEND "SIMPSON" HDOB (5) ,2x FULL w- . ° BLOCKING TO SILL or HEIGHT STUD G2 ""'-" """"-"' TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK HOEDOWN ANCHOR® L... NAIL COMMON " rM ,. • ° TOP PLATE (TOE-NAIL) _ ON PLANS CORNER" O.C. IF P BLOCKED G OET x FOR STRAP - 3 8 d COMMON -- --- - - ---- -- LOCATIONS NOTED NAILS ® b O.G. d � LEDGER STRIP TO BEAM (PAGE-NAIL) � 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP - ---- - ----- - ---- - -- -- - - ----I I' JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST ° N FOR EA. PLATE TO STUD ABOVE 4 OR 2-Ibd COMMON I: NAILS ® b O.C. ".;;-4 BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST BELOW 2 I6 d COMMON NAILS i ! AND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON 1 PER FOOT ROOF SHEATH I NO 1 - ---------- STRUCTURAL _ - --_ --- INTERIOR ZONES. 8d COMMON 6 EDGE / 12 FIELD J, ' "SIMPSON" ST D14RJ GONNEGTI ON D I D2 $�L KING PERIMETER EDGE ZONE 5 ad COMMON 6" EDGE /b" FIELD HOLDONN INSTALLATION OPTIONS: \ � ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.s UP TO a" RAKE OVERHANG I "" "' AT STUD TO FLOOR ASSEMBLY TO SILL --- -- - — GE I L I NCB SHEATH I NG - ---- - HOEDOWN CAST IN PLACE w/7/8 � THREADED ROD � _' i --- - - FOR EXIST, P. GONG. OR NEWLY CURBED FOUND.s ��� - - PLATE(S) CONNECTION. CONCRETE w/ "51MP5ON" SET (HIGH STRENGTH EPDXY D FR MIN. _ "._._.___".._."/` - GYPSUM-WALLBOARD_- --- - - - - - -5d COOLERS ----- --- --- --- - — VVdVVd - - --=-- -- - - - - - -� EDGE / 10" FIELD 7/8 � THREADED ROD PRE-DRILLED EMBEDDED 12 INTO ADHESIVE), $ FOR TEMP.s O F-40 F USE 51MP5ON AT CORNER _ FOR STRAP 3 8 d COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC: ADHESIVE) ONE #4 REBAR ,r ° . I SPECIFIED ON I I .� ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. $LOOK) TYP. FOUND. NOTE �` o e FILL TOP 2 COURSES 501-ID 4 CAST IN PLACE HOLDONN FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - w/7/8 4> THREADED ROD ., 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON ALTERNATE CONFIGURATION - ABOVE STUD TO � 6 EDGE / 12 FIELD I STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N a ; FLOOR CONNECTION w/ # PT4 51MP50N (OR L--....- -._...... "... 6dd NAILS m EA,END -- __= _- - - -.-- --- — --_--- - --�' W NA I L- I NO/STRAFF I NO @ K NDON/DOOR HEADER 5TANDARID/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ' "w OF EA.STRAP To --- ---- 2 E • (FOP, FLOOR SHEATHING (SUBFLOOR) o ALTERNATE USE SIMPSON H2.5A) - -- -- -------------- -- --- U NOTATION: �- - ------ - - - -- -- STRUCTURAL PANELS: - I --- -- -- -..--- A -NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.7, P. 189);WHEN STRAPPING CONNECTION E ..•••-' 1° or LESS: ad COMMON 6" EDGE / 12" FIELD REOUIRE5 OVER 14 NAIL5,USE 51MP50N 0516 5TRAPPING (OR EQUAL). •"•••""'""" GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD - _ B -NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.255, P. 2a1) ..•- . - - --- _ G -NUMBER OF FULL HEIGHT KING STUDS ® EA. 51ME OF HEADER (2018 WFGM,TABLE 3.230, P. 2cf2; "" ALTERNATE A5 PER TABLE 3.23D,P. 2a3) -" : i•.- ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. A --- -___ :I!II� D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. a (2018 WFGM, TABLE 3.7, P. 184) ° FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER PLATES) CONNECTION E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM, TABLE 3.22F, P. 288) ° . ° a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2018 WFGM,TABLE 3.22F,P. 288) a° 4 ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B 1 F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. 51DE w., a, ° ° ` a ° - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8,P. 1011) "-.",•"" ° °° d* G NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. - _ FOR STRAP - 3 8 COMMON NAILS ® s - FORTHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4' ON EACH I EA ROOF SHEA FASTENING SCHEDULE B ""`""`• ° a END OF STRAP (WRAP STRAP UNDER SILL PLJ SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL $E REISMAN I ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ~"" •••. ° ° �' FOR EA. PLATE TO STUD ABOVE d OR BELOW - USED. j (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITIOhll """ •• POOL HOUSE :III 2 I6 d COMMON NAILS ; A - -- _ - - --- - -_ - - -- -- --- SI ONAOE FOR TRUSS TYPE FRE-ENOI NEERED MAX A I B G D E E F ,I - R000H I [KIR]) 2-PL (3-PLY WOOD AND OR TIMBER GO 5/ N TRUGTION : ` -_"-° '--'I-- — 665 BAILIE BEACH RD f THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2'-O" 5 I I 2 I I 2 l TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, N.Y. 11952 -� ` #� #� /� RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR - 4 O 5 1 2 5 2 2 5 C.,� � I I I`l� o To I I Lr l"t�' OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION: BRAGINO/5TRAFFINO DRAWING TI_TLE _ - --- PROVIDE (2) 2°xIO" HDR (MIN.) U.O.N. b'-o" -7 I 5 1 4 5 2 4 HOEDOWN, ANCHOR BOLT, �- - - -----------, ------- --- ------ - ------ _ FOR RAKES 12"OR TOP PLATE _____--=____---- ----- ---- --- -- --- --- - - BLOCKING 2 LESS PROVIDE TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS BLOCKING• 12"O.G. 8'-0° a 2 5 5 5 5 5 SPLICE —} BAYS BACK® CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING & NAILING DETAILS LENGTH I 4'-0" O.G.\-,,,To AGHEIVE RAKE O.H. BE "1" "11" "111° "1V" OR "V" TO INDIIGATE FOR WIND - EXPOSURES B$C - FOR WIND - EXPOSURES BBG - , 10'-O" II 2 F-11, ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION GLASSIFIGATION OF FASTENING SCHEDULE 612-0 13 2 8 - --5 3--- 8--' BUILDING------ -- ---MINIMUM SPLICE f- -- ---BUILDING ---- MINIMUM SPLICE'°''` it THE STRUCTURE UNDER SECTION 602 OF --- --- ---- - --- --- -- -- -- - ------._ _. - DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) - ---- THE NYS BG. _ TYP. STRAP w/(5) --- -- ---_-- - PAGE. - - - 5d NAILS EA. D I EN DESIGNATION FOR STRUCTURAL 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER _ COMPONENTS THAT ARE OF TRU55 TYPE, ATTIC PRE-ENGINEERED WOOD, OR TIMBERG 0Ib'-O" -O" 4'-0" CONSTRUCTION AS FOLLOWS: ■ ANCHOR BOLT S�EG 1 F I GAT 1 ONS - f" - "F" = FLOOR FRAMING, INCLUDING ll 20'-O" 4'-O"/5'-O" 20'-O" ----- 5-o ---- -- -- -------- ---. -- - ------- i' BLOCKING 2 BAYS GIRDERS 4 BEAMS SPECIFICATION (2018 WFGM TABLES 5.2A S 5.25, P. 15-7-I60) 1 24'-0" 6'-O" BACK® 4'-0" o.G. - "R" = ROOF FRAMING CORNER 24-O 4'-0"/5'-0" i DATE: 9/5/24 3 0 F 12 sa' �'I i CONDITION FOR ALL STRUCTURES: - ------ /� - "FIR" = FLOOR ROOF FRAMING I �' • • 5/8"O ANCHOR BOLTS ® 3Q" O.G. 28-O 5-O /b-3 52'-O" 8'-O" 1 --- - -- - . - - 32-O--- -- - b-O /7-6 11 - ---- SECOND FLOOR Q N I ' NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE • PROVIDE AN EQUIVALENT NUMBER OF NAIL5 40'-O" I I'-O" BLOCKING 2 BAYS / „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O I. MIN. 7 EMBEDMENT INTO CONCRETE -- BACK ® 4'-0" O.G. A END w/ 3 SQUARE WASHERS AND END NUT SETUP; 2, TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED - - 50-oil -- - 10-O /12-6 -- " " < CONDITION IN EXPOSURE B TYP. STRAP w/(5)15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 6 FILL � � �� � �� II , TOP TWO COURSES 50LID -- ----------- ---- ---- 8d NAILS EA. END STROKE ° N r T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL b0'-O" 12'-O"/15'-O" b0'-O" I6'-O" OF EA. STRAP fl HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT i 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR W� .. LATERAL LOADS SHALL BE MULTIPLIED BY H/5; FIRST FLOOR '10'-0" 14'-O" 70'-O" I a'-O" , PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE I' NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" I2" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" I6'-O" 80'-O" -- 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) a'wALL - L12s _ - ___-_-_--_ - ---_-_- ----_-� -_-_______.____ _- -- REFLECTIVE REFLECTIVE _n„ x•.`y• .b (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS _ II'WALL - 1.5-5 THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDONN LOCATIONS 12'WALL - 1.5 FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAM I NO ORAPH I C5 CONTI NUOU5 BUILT-UP 61 RDER5, 3 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A 1- I R 31�OG�G I NC FOR PL_ATOR1� V�lOOD 1=R1�( 1�C AND ALL RELEVANT PORTIONS OF THE RE51DF-NTIAL CODE) --- - -- - - WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE i ASSEMBLY REQUIREMENTS: (FOR ENC7INEERED LUMBER [le. WOOD I-JOISTS] SEE MENU. SPEG.'s FOR ADDITIONAL INFO.) Q --__- -_ - -- - BETWEEN I/b a 1/4 OF A WHEN 61RDER5 MADE UP OF JOISTS NAILED I CONNECTION r _PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING NALL __­ i� THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLESERVE5- MAX.32" THE 5ADN LENGTH FROM ANETNEEN ONE .INTERMED ATE H AND ONE ARTER AS FIRE-STOPPING.NON-LOAD BEARING NALL OFFSET FROM SUPPORT A (2)Rows 1od NAILS a 12'o.G. = J cB 2. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE J015T C'75TUD5 SIIJD (3)ROWS IOd NAILS a 12"O.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE - SERVES A5 FIRE5LOPPIN6. Q �,, NTHAN ONE THIRD THE TOTAL NUMBER, ARE TO BE5UBFLOOR — (2)ROWS I/2" a BOLTS a 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLESUBFL00Z IG _ DLL.a ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPING.----- -- - $UILT UP GIRDER P . 2' NO: O SOLE PLATE — - - - TWO NAILIP EGE 61RDER5 ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE - -a O D (2)ROWS 1/2" m BOLTS a Ib"O.G. l SOLE PLATE _ �> JOIST SERVES A5 FIRESTOPPING. E (2)ROWS 1/2" m BOLTS a 24"o.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF �� z ------------ EACH PIECE, -- ' BETWEEN I/b OTHERS STAGGERED WITH A DISTANCE �. 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O O CV O j � - \ _ (2)Rows 3 3/b' TRU55LOCK SCREWS a 12"O.c. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL a F OR OF NONCOM-BUSTIBLE FILL. cu _ d- �REwED ON(I)SIDE OF MEMBER l LINE; OR GIRDERS ARE TO BE NAILED FROM EACH j - -- 1 V —_ - - - -- — — / — - �' _--------_________. JOIST O ERS STAGGERED w A DISTAN OF OF 32 — b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X CV i G (2)ROWS 3 3/8'TRU55LOGK SCREWS a lb"O.G. P I ' ,I SCREWED ON(I)SIDE OF MEMBER - \\ 'j� 8 � / - AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O 1-+ (2)ROWS 3-8/6"TRU55LOGK SCREWS a 24"O.C. / JOISTS SERVE AS FIRE5TOPPING. 0 m a-.i H SGREINED ON(U SIDE OF MEMBER P BETWEEN NAILS IN A HORIZONTAL LINE. _ ._— _ a-J O -, J015T `I THREE-PIECE - �� _-- -- "7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND CV C6 MAXIMUM OFFSET SSLOCK SGREW5 a 12"OGTRU . . \ — 1 O O J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d ��_ r I \� _ � 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O � � O SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ T MATCHED SIZE OF BLOGKIi`IG JOIST DEPTH, d� ---- b"O.C. PIECE P TWO NEAR EA. END OF EA. 4 �� � ,_ _I�` \�� - K (2)ROW5 5'TRUSSLOCK SCREWS a I w THE PARTITIONS a 52" O.G. BLOCKING \ �� SERVE A5 FIRESTOPPIN6. UNDER NON-LOAD BEARING FIRESTOPPIN6 AND SCREWED ON BOTH SIDE OF MEMBER � INCLUDING INTERMIDIATE JOINTS AND \• �I' � ': STUD ----_------ __----------- -- OTHERS STAGGERED w/ A DISTANCE OF NOT MORE �� I �,,� ' �— I - �' I 3 8. THE HEADER SERVES A5 FIRE-STOPPING. DOUBLE PLATE -- - -- (2)ROWS 5"TGK SCREWS a 24"O.G. BETWEEN I/b „ L �SGREWED ON 50TH BOTH S SIDE OF MEMBER a I/4 of A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS /� , 10 - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n , CE I L I NO BRAG I NO NOTE: STRINGER TO SERVE AS FIRESTOPPING. W GANTI LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE 61RDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR GABLE ENDNALL a CONNECTION PATTERN V WHEN 10"OR LARGER P — _ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ,,,STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 �_� �� / al APPROXIMATELY MET DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER - HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH i BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO �' / SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS GABLE END P MASONRY PIERS, NAILED TO WOOD POST5 OP, ��VJ I FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a 6'O.G. TRUSSTHE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE V . -- JOIST , 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL N L I N� P TT RNA FOR I D ® D D � A1�S (I FLUSH C MS) PLATFORM FRAME CONSTRUCTION SHRINKAGE 15LE L H, THE INTERIOR FINISH. PLASTER CEILING V -LOCATIONS REQUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE IO)bd AS FIRESTOPPIN6. NAILS FIRE- FIRE- WOOD FIRESTOPPIN5 FIRESTOPPING - � STOPPING 5TOPPIN6 FIRE- FIRE- SOLE r �ASTENINO RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPIN6 STOPPING y �- MULTIPLE-PIECE MEMBERS I JOIST * 5d COOLER NAILS a 10" o.C. NAILED' BOLTED' I c --- - . -- ----J ____ --- _ — — BLOCKING 2"x4" BLOCK NAILED TO EA. BRAGS FIRESTOPPING wrIEN VERTICAL 2 ROWS Ibd BROWS Ibd , %P:)' 2 ROWS IS' 2 ROWS Y3" COVERING IS APPLIED w/(4) Iod NAILS COMMON COMMON eoLrs a 24 BOLTS BOLTS 012. O.G. O 12"O.G�I OZ.STA66EREd 0 12"O.G------_a b-"O.G.--- TWO ROWS 12"O.G. THREE ROWS 12"O.G. TO UNDERSIDE OF • STUD 6YP5UM BOARD 20 ga.STRAP — JOISTS DOUBLE PLATE * 5d COOLER NAILS a 10" O.G. (10) 8d NAILS BEAM SELECTION W/ 5TD. NAILING ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 V LOCATION 4 A n l NOTE: END WALL STUDS AS NOTED IN NOTES 7 $ 5 ° ° ° ° s NONCOMBUSTIBLE ALTERNATE W JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALIT.FOR USE OF DRYWALL SCREWS ° F1RE5TOPPING LOCATION Q OVER STUDS, UNLESS TOP PLATE 15 4"a EDGE/12"a FIELD FULLY BLOCKED or GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 �� WOOD FIRESTOPPING DE516NED TO CARRY THE LOAD 5CREW5#6 - V4" TYPE w OR 5 FIREsroPP1N6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO DE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL THICKNE55 OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O n INTERIOR STUD DETAIL OVERLAID ROOF 5.STA56M EACH ROW OF FASTENERS BY 12'. 2'SPACE NOT c o 0 o c� � o o c �lil�i o 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING I5 FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPING ATTACHMENT © VALLEY b I, 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING \ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. � 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 F STD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: �\ STRAPPIN6 w/ 8d NAILS T,2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS PIRESTOPPINB ` 4 LOCATION 8 LOCATION q 4 EA.END a R.R. 6.5 ROWS OF 16d COMMON NAILS(12.04)FOR DEPTHS OF I4",16" t Ib". LOCATION 10 FULL WIDTH 2",I BLOGKIN6 ZO w CONSTRUCTION DETAILS NIND LOAD FATH CONNECT ON DETAILS it N I TOP PLATE DRILL 2"Q' INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL SEXIST.OR NEw NEW R.R. SET w/ i ✓ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ,,CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s I ALIGN NEw t EX. R.R. AS 5HOWN K I NO STUDS 4) PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JOIST— -� MOOD JO I S - ROOF,R.R. IN LINE - CRIPPLE STUD __ BLOCKING - - JOIST HANOER-_ HEADER z GENERAL REQU I REMENT5 FOR GENERAL REG2U I REMENTS FOR - - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER- -� ;'I. o HOOD GIRDER JACK STUDS - - J � WOOD JO 15T _ _ I 0 MAIN MEMBER it T w JOIST FRAM I NC OVER NOOD O I RDER JOIST FRAM I NO FLUSH NI TH O I RDER/HEADER TYP I GAL HEADER CONNECTION PROJECT: I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF DIAM.x 5 APPROX. 50° w/ THE MAIN MEMBER 4 STARTED APPROX. ks THE LENGTH OF THE NAIL FROM THE MEMBER END, ^E I n w 'V'H I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER K A MIN. OF (5) NAIL DIAM.'ss AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER, FOR TH15 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 0, No MORE THAN 2 TOE NAILS SHALL BETIN TALLER INEAINSIDE OF A RAFTER OR GEILIN6 JOIST NALL STUD _� \ NALL STUD WHEN FASTENED To A 2"x4" TOP PLATE OR 5 TOE NAI1..5 BOTTOM PLATE t BOTTOM PLATE IN EA. 51DE WHEN FASTENED TO A 2'xb TOP PLATE. BATHTUB SUB FLOOR 665 BAILIE BEACH RD DOUBLE JOIST J DOUBLE JOIST � TOP PLATE MATTITUCK, N.Y. 11952 CH I M. CHASE SECURI NO © STD. SIDE NALL -� DRAWING TITLE: NALL STUD a FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (511® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING NALL5 ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR Q• BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) N PAGE: TOP PLATE ao�m NI ND RES STANT CONSTRUCT ON CONNECTORS GHIM. CHASE WALL CONNECTION LOCATION: -- — — PART NUMBER: — ---- -- --NOTES: ------ ------_ — U-004---- ■ R I DOE-TO-RAFTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS xz Q _ a z ® RAFTER-TO-NALL H-1 APPLY TO EACH RAFTER DATE: 9/5/24 4 OF 12 aatu ROOF 0. z o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER BLOC L REQ BL ! �z � � --- ----- ------------ ------ --- ---- - ------- ----- -- TO ALIGN ' OCPINb ® EA. LEVEL ABOVE a PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH NALL STUD ®zd 2ND. FLOOR NALL—TO-IST. FLOOR NALL LFTA or G520 (9 56" APPLY TO EACH NALL STUD ! �, _ "'' THE: FIRST FL. ILI FLoowcL6. ® c:D HEADER-TO-JACK STUD C520 © 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO--TEARER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDO�^IN ANCHOR SSTB16 APPLY TO EACH SIDENALL END ` aJ f •• IST. FLOOR-UNDER ILL PLATE C520 NRAP UNDER DOUBLE SILL PLATE 51 DE VIEW PLAN V I EN (USE KITH 5" SQUARE MASHERS) USE THE FOLLOWING OR APPROYED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Nmo_ ° ° -- ° '• EXISTING TO BE DEMOLISHED < yy NEW PARTIAL HEIGHT 00D FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) �5 w NEW FOUNDATION WALL p PROPOSED 3 w I-- -{ NEW WOOD FRAME (L.G. poi �----{ SLAB ON J co 5TL. WHEN APPLICABLE) N MIN. (2) 2 x4 STRUCTURAL m c N NEW I-HR FIRE RATED � I �I i � WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x(v" STRUCTURAL _ O r- P05T FOR 6" WALLS), U.O.N. I = ! _ O NEW 2-HR FIRE RAPED WOOD FRAME (L.G. 5TL. -- -- -- -- - - -- -- - - -- - - - - - - - - -- --- - - -- -- O i O CV w O WHEN APPLICABLE) a •� Lo >1 U '- o � x � cv FLOOR PLAN NOTE5 ;i, 0 16''0" O O m .� CO O 4- r- DOOR NOTE: 3'-O" N$ N Q MAX' O N O co O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW ATTIC ACCESS - PULL DOWN STAIR: MAX. _ - - _ _ _ _ _ _ 1 Q O a ON PLANS BY 'JELD-WEN' (OR EQUAL). I. MIN. 550 # CAPACITY 1 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OUT 2.DBL. FRAMING WHEN NEW OPENING ON PLANS BY 'THERMATRU' (OR. EQUAL). 5.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49 - -- -- - - - -- - - --- - -- - - 5.NOTE DOES NOT INDICATE EACH NEW DOOR INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR 13 13 L PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. RETAINER TO PREVENT INSULATION FROM ENTERING I 12 PROPOSED 3 W 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DWELLING WHEN OPENED,AS PER NYE, EGG R402.2.4 WALLS, U.O.N. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL AS PER MANU SPEG.'s THERMAL ENVELOPE OF BUILDING). A'`�� v DEEP COVE PAD Li A TO BE 6.PROVIDE (2) 2NIO" HDR., U.O.N. 4.INSTALL AS PER MANU. SPEO.'s MONOLITHICALLY "T. SEE PAGE 6-005 FOR ALL OTHER FRAMING 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. �9$ POURED WITH ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. d b-2 SLAB. V.I.F. SMOKE DETECTOR / GO DETECTOR NOTES: NEW PLUMBING FIXTURES: PROPOSED DIMENSIONS W/ ..�.J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. CRAWL5PAGE H.O. CHOSEN PIZZA SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. OVEN HARD WIRED TO EACH OTHER w/ BATTERY BACKUP e UNDER-FLOOR ,•° nV1 • 2.INTERCONNECTION BETWEEN NEIN 4 EXISTING DEVICES NEW FLOOR: VENTILATION to W SHALL NOT BE REQUIRED WHERE EXISTING ALARMS O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); ( ARE NOT INTERCONNECTED, AS PER NY5 R514.4. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® FLOOR 5.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND INTERIOR. AREA 2a2 S.F.SF PER GENERAL ELECTRICAL NOTES ON PAGE 0-002.4.SMOKE / GO DETECTORS TO MAINTAIN 3' MIN. 2.NEW FINISHED FLOOR PER H.O. SELECTION - PROPOSED % REQ. S.F. PROV, ❑ GRADS VENT L HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. O REQ'D F 5. INSTALL ALL A5 PER MANU. SPEC.'s I.q S.F. 2.0 S.F. 6 SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR N COMPLIANCE WITH LOCAL CODE ! RESERVED I-I L- WINDOW NOTE: O. - - _ A-301 O3 I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN L _.a� - -1 CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). Q ( V J INSTALL AS PER MANU. SPEC.'S. 10 NEW GUTTER 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROFOSED; SEE SPEGIFIGATIONS AT ELEVATION NOTES ° - - - - - - 5EE DESIGNATIONS 4 WINDOW SCHEDULE. - -- --- - - -- - { ~-- - 5.FOR SUBSTITUTIONS, SEE NOTE #cq IN "6LAS5 WINDOWS I AND DOORS" ON PAGE 6-002. II GUTTER HIGH POINT (TYP.) I-Iwpm a 4.ALL CASEMENT WINDOWS TO HAVE 57RAIOHT ARM HIN6E. A-50I 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 12 NEW 4"x5" ALUM. DOWNSPOUT (TYP.) 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF INTERIOR CRAWL SPACE AGGE55 HATCH SWIN61N6, SLIDING, 4 SIFOLD DOORS 13 1. 50"x5b" AGGE55 HATCH COVERED 6.2. WITHIN 15" OF F.F. 2.MIN. 550 L55 CAPACITY Q ° PATIO 6.5. WITHIN 24" OF A DOOR 3.DBL. FRAMING SURROUNDING OPENING 6.5. WITHIN TUS/SHOWER ENCLOSURE 6. . WITHIN STAIRWAYS 4 WITHIN ENCLOSURES OF A LANDING 4.INSTALL AS PER MANU. SPEC.'s (WHEN APPLICABLE) - .. ° 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 UNDER-FLOOR AREA VENT5 "I. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND O PROPOSED WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 14 I. NEW I6 x8' (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET 3' DEEP " VENTILATION OPENING FOR EACH I50 S.F. OF COVE PAD (2) 2'xIO' HEADER U.O.N. UNDER-FLOOR SPACE, PER 2020 IRO R408. - - 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. INSTALL AS PER MANU. 5PEC'5 WITHIN 5'-0" OFTO BE f r NY5 THAN FOR OPERABLE WINDOWS WITH SILL HEIGHTS MONOLITHICALLY SLA NI � - - ° ------- ---- --O- --- LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72 S SITUATE CORNERS. POURED WITH O BUNTS P41THIN F.J. BAYS/`5ETkEEN STUDS AND SOVE IL NG ERXTDE OR ERIORTHE ADJACENT SURFACE AT THE 3 AVOID POINT L ADSFE DBL. R ABOVE. I STOP VLEOADS. Lj-- I -J I- - - 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL L EGRESS NOTE: VENT5 BELOW GRADE; INSTALL PER MANU. SPEG'S. IN COMPLIANCE WITH NEW YORK STATE BUILDING ELECTRICAL PANEL: CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: IS NEW 150 AMP ELECTRICAL PANEL LOCATION; Q ALL INSTALLATION AS PER NY5 ELECTRICAL GORE. p j NET CLEAR OPENING........... 5.1 S.F. - - -- --- m NET CLEAR HEIGHT............... 24" MINIMUM 16 NET CLEAR WIDTH................. 20" MINIMUM O RESERVED O RESERVED FROFOSED FOUNDATION PLAN 0 RESERVED O N SCALE: I/4" PROPOSED dJ SHED SINK TO BE PIPED 202.5 S.F. TO DRYWELL PER (6R055) 6-001 ON IS RESERVED 15'-5" 202 3-�" Lu 22'-b:: m U O RESERVED O Q - -- -- - Ia RESERVED _ cV Q -� --- � - O 22'-6" 10' " W RESERVED �-b p -�. FREEZE PROOF HOSE BIB: _- PR� OJECT: 21 FASTENED w/MASONRY ANCHORS WHEN IN FOUND. WALL 15 ' PROP (PRECISE LOCATION T.S.D. IN FIELD - CONSULT w/OWN � � ' ER) O 8.8 SF m T T 1"11�I[�1�/A Q 1�1 K C J'Vi I� 10'-4' L HOUSE HOT WATER PIPING INSULATION: $ MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL Q 3 BBQ• BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-5 FOR _ 10 I 8'-O" CLG. 2-O - - -- THE FOLLOWING CONDITIONS PER 2020 NY5 EGG R405.4 4 H6HT. Q - R405.5: B O ouTDooi� 2 Poo �O 665 BAILIE BEACH RD I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING - SHOWER HOUSE rn c 1 i i Z FLUIDS >105°F OR <55°F (R405.4) Q 17 SF �- 6 549 S.F. - N z N m MATTITUCK, N.Y. 11952 2. PIPING J" AND LARGER IN NOMINAL DIAMETER m --_ n. 5. PIPING SERVING MORE THAN (1) DWELLING UNIT / _ - � � 5M GO (GROSS 'T I I-- - 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE - / - 5. PIPING FROM WATER HEATER TO A DISTRIBUTION O�t v v DRAWING TITLE: 8 _ HIGH EFFICIENCY LAMPS: MANIFOLD K I DW 6. PIPING LOCATED UNDER A FLOOR SLAB - < NOT LESS THAN 40% OF THE PERMANENTLY INSTALLED CHANGING - PROPOSED FOUNDATION PLAN LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY SPACE BURIED PIPING N SPACE 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS � 0 •1 LAMPS, AS PER 2020 NY5 EGG R404.1 OTHER THAN DEMAND RECIRCULATION SYSTEMS. ' 24 5F PROPOSED FIRST FLOOR PLAN I I01 I ( 2'-0° -r'-o" 3'-0�� PAGE: I-I 4'-3" 14'-O" :k 4'-5" A% 10 IL A-501 22'-6' 1-1 LzgQ 1 w j 0 A"ll I COVERED PATIO DATE: 9/5/24 5 OF 12 505.5 S.F. _ COVERED PATIO TO BE APPROX. 6" ABOVE GRADE. i 6 MASONRY 33'-6" -" ,; •<,` r� WOOD-BURNING '1 WITH FIREPLACE L VIN6 R� ON SIDES O Q Q gu; ,, Fti FROFCSF-D FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING t STRAPPING DETAILS. OENEAIJ= 5""r�-150L <E*,/ . WINDOW FINISHES TO MATCH EXISTING DWELLING I SEE DOOR SCHEDULE FOR ALL GLASS DOOR5 FROM SAME MANUFACTURER ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) WINDOW CHART W NEW WOOD FRAME (L.G. NEW FOUNDATION ALL LIGHT VENT W W ROUGH OPENING WINDOW DIMENSION PROV. PROV. J m STL. APPLICABLE)APPLIGBLE) TAG COUNT TYPE MODEL # TEMP. PER UNIT PER UNIT NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WIDTH HEIGHT WIDTH HEIGHT (5.F) (S.FJ Q +' N ® P05T FOR 4 WALLS WOOD FRAME (L.G. STL. IF E � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A 2 CASEMENT GXWI45 3'-O 4'-5 g" J 2'-II J4'-4 J [� q.0 10 p P05T FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED B I FOLDING ELCL7248 I- A J 26 36 }. Z WOOD FRAME (L.G. STL. WHEN APPLICABLE) F-G 3 CASEMENT G13 2-0 3'-0 2'-0 J" 2'-II a" 2.7 2.4 d '� L0 � � � X � N FLOOR PLAN NOTES D I IFSPECIALTY 5P404 4'- O 3'- 3 4'-O" 5'-8" [� 18.78 OO 0 :tj DOOR NOTE: ca Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NE�y ATTIC AGGE55 - PULL DOWN STAIR: C N O Q a O ON PLANS BY JELD-WEN (OR f_G2UAL). I. MIN. 550 # CAPACITY 2.INSTALL NEW EXTERIOR DOOR-5 WHEN GALLED OUT 2.DBL. FRAMING WHEN NEW OPENING ON PLANS BY 'THERMATRU' (OR: EQUAL). 3.WEATHERSTRIP AGGE55 OPENIN6 * PROVIDE R-4a 3.NOTE DOES NOT INDICATE EACH NEW DOOR INSULATION ABOVE w/ ND. FR. (OR EO) BAFFLE OR PROPOSED;SEE DE516NATIONS b DOOR SCHEDULE. RETAINER TO PREVENT INSULATION FROM ENTERING 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 W WALL5, U.O.N. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 5.INSTALL AS PER MANU SPEC.'S THERMAL ENVELOPE OF BUILDING). 6.PROVIDE (2) 2"xI0" HDR., U.O.N. 4.INSTALL AS PER MANU. 5PEG.'s 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SMOKE DETECTOR / GO DETECTOR NOTES: NEW PLUMBING FIXTURES: 4--J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WIH PG 405. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. V HARD WIRED TO EACH OTHER w/BATTERY BACKUP, • 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES NEW FLOOR: SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW; - - - - - - - - - - - - - - - - ARE NOT INTERCONNECTED, AS PER NYS R314.4. SCREW PERIMETER OF 5HEATHINC 6" O.G. d 12" O.G. ® F 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND - - - - - - - - - - - - - - - _ INTERIOR. - -_ - - - r PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 2.NEW FINISHED FLOOR PER H.O. SELECTION - p - - - - - - - - - J 12 - - - - - - - - - - - - - - - - - - - - - 12 • 4.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. 5PEC.'s v b.SMOKE DETECTOR AND CARBON N COMPLIANCE WITH LOCAL CODE MONOXIDE DETECTOR RESERVED I I I ( I I I I 10 WINDOW NOTE: I I I I I I I a:12 a:12 O 1. ALL NFP4 PqINVONS 4 DOORS SHALL BE I CASEMENT, D U G OUBLE-H , OR GLIDING (AS NOT ED). INSTALL AS PER MANU. SPEC.'S. NEW GUTTER nl 2.NOTE SEE EOES NO0 SDI ATE EACHON NEN SCHEDULE. PROPOSED; 10 SEE SPECIFICATIONS AT ELEVATION NOTES I I I I DOUBLE CLAY W 3.FOR 5UB5TITUTION5, 5EE NOTE #q IN 6LA55 WINDOWS II GUTTER HIGH POINT (TYP) ( II I I II FLUE W/ MASONRY Q AND DOORS" ON PACE 6-002. O I I SURROUND. 4.ALL CASEMENT WINDOWS 4S HAVE STRAIGHT ARM HINGE. - - - - - - - - - I - - - - - - - - - I I - - - - - - - - - - - - - - - - - - I REQUIREMENTS 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 12 NEW 4 x3 ALUM. DOWNSPOUT (TYP.) L - -� - - _ - - - - - _-JJ I o L - - - - - - - - - - _ - - - - - - - - - - J WITH MANU. SPECS. b.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: - - - - - - - - - - - 6.1. FOR ALL 5KYLI6HT5 # OPERABLE PANELS OF INTERIOR CRAWL SPACE AGGE55 HATCH _ m 0 SWINGING, SLIDING, ✓f BIFOLD DOORS 4 Z 13 I. 30"x36" AGGE55 HATCH O I O Q > 6.2. WITHIN 18" OF F.F. i m m 2.MIN. 350 LBS CAPACITY � <((l 6.5. WITHIN 24" OF A DOOR 3.DBL. FRAMING SURROUNDING OPENING 6.4. WITHIN STAIRWAYS i WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 4.INSTALL A5 PER MANU. SPEG.'s (WHEN APPLICABLE) 33'-6" 12 12 Q > O 6.6. SEE ALSO 6ENERAL NOTES ON PASSE 6-002 UNDER-FLOOR AREA VENTS 1. SEE PAGE 6-003 FOR FR:AMIN6 ELEMENTS AROUND 14 I. NEW 16"x8" (MIN. SIZE) VENT TO PROVIDE MIN. 15.F. NET WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM VENTILATION OPENING FOR EACH 150 S.F. OF (2) VxIO" HEADER U.O.N. UNDER-FLOOR SPACE, PER 2020 IRG R40B. - 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. INSTALL A5 PER MANU. SPEC'S WITHIN 3'-0" OF NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 12" 3.51 CORNERS.BUILDINO TUATE VENTS WI HIN F.J. BAYS/BETWEEN STUDS AND \ / ABOVE GRADE OR THE ADJACENT SURFACE AT TH= AVOID POINT LOADS FROM ABOVE. IF POINT LOADS \ / BUILDING EXTERIOR. UNAVOIDABLE,PROVIDE DBL. RIM J0I5T ABOVE. 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL \ / EGRE55 NOTE: VENTS BELOW 6RADE; INSTALL PER MANU. SPEVS. IN COMPLIANCE WITH NEW YORK STATE BUILDING ELECTRICAL PANEL: < z ¢ z z <.� GODS,SECTION R310.2.1;THE FOLLOWING MEANS OF IS NEW 150 AMP ELECTRICAL PANEL LOCATION; �O=� 0� O=� �0 0 EGRE55 SHALL BE FOLLOWED: O ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. p\ N U /vP 00 = ry NET CLEAR OPENING........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 16 RESERVED zz N ❑ O4 RESERVED \ \ / / O W � 71 NU 17 RESERVED A K v F I \ / _ I I I 2'-Oy2ATTIC n A m I tV tV -I UNGONDITIONEDNNFINI5HED 18 RESERVED A-301 3 GL6. 3 A-301 A-501 A-301 z RIDGE I I � O v RESERVED T T T I la RESERVED zz zz � � zz zz - I I 8:12 8:12 8:12 8:12 8:12 8:12 I cV SLOP. SLOP. SLOP. SLOP. 0-SLOP. SLOP. p J GEIL. I GEIL_ O GEIL. I GEIL. I p I GEIL GEIL_ I w -' lu RESERVED 00 N 0 0 �U I Ir I o O FREEZE PROOF HOSE BIB: I �- ( I PROJECT: 21 FASTENED w/MASONRY ANCHORS WHEN IN FOUND. WALL (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) R E I S M A N POOL HOUSE HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL = BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5:1. MECHANICAL SYSTEM G G G 665 BAILIE BEACH RD 5'-3" I I'-6" I I'-6" 5'-3" FLUIDS >105 F OR 55�1(R403.4jABLE OF CARRYING 33'-6" 12 II l0 12 MATTITUCK, N.Y. 11952 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. PIPIN6 SERVING MORE THAN (1) DWELLING UNIT 0 p O 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE m m m 5. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION Q 4 DOUBLE CLAY DRAWING TITLE: RY HIGH EFFICIENCY LAMPS: MANIFOLD FLUE W/MASON 6. PIPIN6 LOCATED UNDER A FLOOR SLAB SURROUND. i m° PROPOSED ATTIC PLAN NOT LE55 THAN cIO% OF THE PERMANENTLY INSTALLED 1.LIGHTING FIXTUR.E5 SHALL CONTAIN ONLY HIGH-EFFICACY 5 BURIED PIPIN6 V.I.F. FLUE d LAMPS, AS PER 2020 NYS EGG R404.1 B. SUPPLY $ RETURN DEMAND PIPIN6 IN RECIRCULATIONAIONSYSTEMS. SYSTEMS REQUIREMENTS PROPOSED ROOF PLAN OTHER THAN DEMAND RECIRCULATION SYSTEMS. WITH MANU. SPECS. FROPOSED ATTI G PLAN FROPOSEID ROOF FLAN SCALE: I/4" = P-O" 50ALE: 1/4" = 1'-0" PAGE: A-102mOO DOOR 50HEDULE DOOR MATERIAL FIRE RATING DATE: 10/06/24 6 OF 12 TAG ME50RIPTION MANUFACTURER p N 45 MIN. RATED WIDTH HEIGHT SELF-CLO5IN6 lu I L� t.� ice; u Cif FIRST FLOOR -101 POCKET ANDERSEN 14'-O" 7'-0" • • 102 SWING JELDWEN 2'-6" 7'-0" rr, �F 105 SWING THERMATRU 2'-8" 7'-0" 79 = • .i.`',F� SHED 201 DOUBLE BARN FJELD �EN 10'-0" 7'-O" • DOOR ��� '^..,✓ 202 SWING THERMATRU 2'-8" 7'-0" ELEVATION NOTES MAIN GABLE DORMERS 02 b (D TYPICAL ROOFING: R DORMERS ARE "I E O d I. SEE NOTE AT BUILDING SECTION FO MINIMUM 2 IB I OF MAIN GABLE ell a CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR, d MATERIAL SELECTION Lu BEFORE INSTALLATION LIJ J (B METAL ROOFING (y) IA H.O. TO VERIFY COLOR AND MATERIAL SELECTION +' N BEFORE INSTALLATION II � O Lr) IB ALA5KAN YELLOW CEDAR ROOFING r- O O2 PROVIDE CONCEALED FLASHING AT ALL ROOF O C (u z O INTERFACES. d co Ln - d. TYPICAL SIDING: � _ c 2 X � N O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O O O 4- C1 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR: AD MATERIAL SELECTION = O m +�-+ BEFORE INSTALLATION 4 Z N cc II o -- --- -- — -- -- - -- — — o a a O 3� ALASKAN YELLOW CEDAR SIDING -- ----- - - -- - - -- 4 O - � n ,NEW b" SEAMLESS GUTTERS 4 DONN5POUT5; W COPPER JP00II II POCKET (BEH ND) ](BEHIND) O RESERVED O lol ' ILLLEI FOLDING WINDOW TO 70 r* COME OUT ON COUNTER APPROX. riLiL , 2'-3" AS SHOWN vW O RESERVED n , L O RESERVED ' � NEST ELE\/ATION (FRONT) FREEZE PROOF H05E BIB: O8 FASTENED w/ MASONRY ANCHORS WHEN IN FOUND. W LLL SCALE: I/4" I' U (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) = -O" QAmok .rrnn nV JJ W 6 13 13 I IB 2 2 IB I 2 IA 12 12 Lli 111111 Hill II I ILLLLL LIL 11 1 LLLi� aLLI A A H �Q LL - - - - - L 4 4 3 3 I � a � A-401 O$ 1 22 H o I b FN- Q► � z 0 w rV�o � I II 0 F.F. v SOUTH ELE\/AT I ON (R I O SIT SIDE) NORTH F-LF-\/AT I ON (LEFT SIDE) Lu a 0 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" PROJECT: REISMAN POOL HOUSE 2 IB I 665 BAILIE BEACH RD MATTITUCK, N.Y. 11952 DRAWING TITLE: LLLiLL I I PROPOSED EXTERIOR ELEVATIONS LLLLI i I PAGE: ' I 41 11 u Ll i1 11A-20loOO DATE: 10/06/24 7 OF 12 201 LL ILLL F.F. f : E FAST ELE\/AT I ON (REAR) SCALE: 1/4" = I'-O" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): O I. INSTALL ASPHALT ROOFING. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS LLI 3.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT ul (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS J-j cc FOR PITCHES FROM 2:12 TO 4:12, OVER (y) _4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q CV S.GAP 5HINOLE OVER RIDGE 4 HIPS (AS REOV) '- 6.PROVIDE RIDGE VENT (AS REOV) 1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D - 0 O 11. INSTALL ALL AS PER MANU. 5PEG.'5 NEW ROOFING NOTE (TYP): z IA I. INSTALL NEW STANDING SEAM METAL ROOFING. NOTCH RIDGE TO NOTCH RIDGE TO O �_ CV 0 ALIGN w/BOTTOM OF I 2 ALIGN w/BOTTOM OF d co ,Lr) � 24 FROM INSIDE FACE OF STUD WALL AND AT VALLEYS T ' :� - ONLOOKER RAFTERS ONLOOKER RAFTERS � � x0 � CV 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 5.INSTALL HENRY 5LUE5KIN PE200HT SYNTHETIC ROOF UNDERLAYMENT(OR APPROVED EQ) OVER RIDGE � O m C9 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) --- J` O � 5.6ALV. METAL GAP OVER RIDGE d HIPS (AS REOV 5 NON-STRUCTURAL N-J O 6.PROVIDE RIDGE VENT (AS REOV) 4 RAISED GEILIN6 JOISTS 4 3 0 a: 0 'i. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REO'D 9.INSTALL ALL AS PER MANU. 5PEG.'s O TYPICAL ROOF +€ GEILIN6 GON51RUGTION: • NEW ROOFING AS NOTED @ @ B @ 0 0 8 0 0 8 0 0 0 @ @ W • 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL PLYWD i SEAMS) • R.R., G.J., $ G.T. A5 NOTED ON PLANS (® SPANS O`✓ER .5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) • PROVIDE R-44 SPRAY INSULATION;T' THK. SPRAY FOAM INSULATION (R-49 ® R-7/INCH) = ATTIC U • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES O •� NEW EXTERIOR WALL CONSTRUCTION (TYP.): p n1 O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON , W • 1/2" GDX PLYWD. 5HEATHIN6 ('BLOGKIN6 ® ALL PLYWD SEAMS) UPON CONNECTION 'GI' AS -�-� M • 2"x6" STUDS ® I6" O.C. w/DEL. TOP PLATE PER PAGE G-005 • • MIN. R-21 BATT INSULATION STUD TO • 5/8" GYPSUM BD. WALL FINISH FLOOR ASSEMBLY `{ B COVERED PATIO NEW 51MINO NOTE (TYP.): O I. INSTALL NEW SIDING AS PER ELEVATION NOTES UPON p POOL HOUSE 2.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY 4.INSTALL ALL A5 PER MANU. 51PEC.'s 5.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL CONNECTION 'E' AS PER PAGE 6-005Agk n1` OTYPICAL FLOOR CONSTRUCTION: STUD TO 5 5 'f W 5 I. FINISH FLOORING TO SELECT FLOOR A55EMBLY 1 2. 5/4" T#6 GDX PLYWD. 5USFLOOR GLUED SCREWED 1 Q 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL \ &J 'm ' m 'm ' M ' 'X' BRACE ® MIDSPAN 4. MIN. R-50 BA77 INSULATION (ONLY BETWEEN FIRST FLOOR AND GRAWLSPAGE, AND AT SECOND FLOOR JOISTS ABOVE COVERED PORCH) GRAWLSPAGE 5. 2" THK. SPRAY FOAM AT ELMO. PERIMETER RIM JOISTS 6 NEW WOOD FLOOR: 5A I. NEW 6" WHITE OAK HARD WOOD FLOORING OUN-REINFORCED P. GONG. SL.AB 6 I. 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE OTONE PATIO:1. 15" SECT 1 O I V I -1/A-5O 1 I. 1.5 THK. BLUESTONE UPON 2. 4.5" THK. UN-REINFORCED P. GONG. 5LA5 UPON 5. 4" (MIN) 6RAVEL BASE SCALE: 1/4" = I'-O" 501L BEARING CAPACITY NOTE: STRUCTURAL DE516N OF FOOTINGS ASSUMES A 501L BEARIN6 CAPACITY OF 1.0 TONS/S.F. NOTE: LOAM STRATA WERE ENCOUNTERED UNTIL APPROXIMATELY EL.=5.6' (NAVY IQbB). FOOTINGS MUST BEAR UPON THE "FINE TO COARSE SAND" STRATA ENCOUNTERED BENEATH THIS. ANY EXISTING LOAM BENEATH PROP05ED FOOTIN65 SHALL BE: EXCAVATED UNTIL SAND STRATA ENCOUNTERED;BACKFILL w/ GLEAN ENGINEERED FILL, COMPACTED IN 6" LIFTS. SEE ALSO TEST HOLE DATA. Z W CONNECTION 'A' A5 U PER PAGE 6-005 PROPOSED RIDGE HEIGHT NEW RIDGE --_-_-_------------------------ - ELEV. +20.0' l ! IL I - LLE-LL1 � X RIDGE p ILLiLldiLLLI I 2 LLLPROJECT: REISMAN z LLLILL POOL HOUSE GOO ENSURE R.R.NNOT�NOTCHED a !� W x LESS THAN 25% OF � I I I I I I I I I I I I�-� r - O PROPOSED ATTIC RAFTER DEPTH (TYP) NON-STRUCTURAL uN ATTIC CONNECTION BI AS N tL k in ATTIC _ RAISED GEILIN6 PER PAGE 6-003 ELEV. +q.5' JOIST NEW R.R. TO G.J. s 665 BAILIE BEACH RD MATTITUCK, N.Y. 11952 I DRAWING TITLE: BUILDING SECTIONS COVERED POOL HOUSE 3 4 GORED _IO I d, o CONNECTION 'I-' AS PER PAGE C7-0I PROPOSED FIRST FINISHED FLOOR STUD T TUD TO ' LL ELEV. +0.6' ----_-_�� Li 7 5 5A FLOOR Jill 6 PAGE: BASELINE (AVERAGE GRADE) -- ASSEMBLY ELEV. +0.0' CONNECTION 'DI AS 3 PER PAGE G-003 GRAWLSPAGE SILL PLATE TO Q z 6 m FLOOR A55EMBLY m iP_ROPO5ED GRAWLSPAGE SLAB ELEV_-3.3' DATE: 10 06 24 'f. SECTION 2-2/A-50I ' ' t SCALE: I/4" = I'-o" SECTION 5-5/A-50I Is. SCALE: 1/4" = 1'-0" 2'-O" LAP 01 (TYP.) d Q Lu cz ----�-- -- I cy) -----------i---�---� Q .,- N c Lo I II ,I ; � m c ------- ---f -- ---,fi = O >- c9 #5 REBAR (TYP.) a i i i a. U CD 6X6-IOXlO W.W.M. #5 BENT o I i I x CV BETWEEN CENTER & REBAR (TYP.) PROVIDE 5T'RAPPIN6 6 NAILING UPPER I OF SLAB N I I I .� p m - C9 PROVIDE STRAPPING 8 NAILING A5 PER CONNECTIONS 'D' 4 'E' IN a--+ �� AS PER CONNECTION 'E' IN PROVIDE 5" (MINJ GONG. COVER "TYPICAL NAILING/STRAPPIN5 PROVIDE 5" (MIN.) GONG. COVER SECURED IN PLACE I I I N p cc "TYPICAL NAILING/5TRAPPINS OF ALL REBAR WITHIN P. GONG. REQUIREMENTS FOR UPLIFT, OF ALL REBAR WITHIN P. GONG. DURING POUR i I Q 0 a. O REQUIREMENTS FOR UPLIFT, FOUND. WALL5 d P. GONG. FTG'5. SHEAR, $ LATERAL RESISTANCE" FOUND. WALLS P. GONG. FTG'S. SHEAR, LATERAL RESISTANCE" (2) 2"x(o" P.T. SILL PLATES ON PAGE G-005 6D EA. STUD ON PAGE 5-005 ® EA. JOIST / I NEW 2"xb" P.T. SILL PLATE STUD (A5 APPLICABLE) NEW 2"xb" (BELOW STUD) I i I " " UPON SILL SEAL UPON 2x4 (BELOW F.J.) P.T. SILL --UPON SILL SEAL UPON I PROVIDE INSULATION BETWEEN PROVIDE INSULATION PLATES UPON SILL SEAL UPON a I COPPER TERMITE SHIELD COPPER TERMITE SHIELD 4 POURED GONG. ( 1 CAVITIES PER ENERGY TABLE BETWEEN CAVITIES COPPER TERMITE SHIELD _ d I I I VJ (WHEN APPLICABLE) PER ENERGY TABLE NEW 5/8") HOOKED ANCHOR SLAB 0 I I° 5/8" (P HOOKED ANCHOR BOLTS NEW 5/8"� HOOKED ANCHOR (WHEN APPLICABLE) BOLTS w/ 3" SQUARE -� I I J� 3GI" O.G. w/ 5" SQUARE WASHER FLOOR SYSTEM AS (6 MIL POLY - Al d BOLTS w/ 5 5QUARE WA5HER $ ENDNUT;5PACIN6 NOTED ON PLAN I^A5HER t ENDNUT;5PACIN5 FLOOR SYSTEM AS AS INDICATED ON 5-005 MOISTUR II�� ENDNUT; ALSO SEE ANCHOR BOLT CORNER CONNECTION D FOR STUD WALL ® 48" RETARDER a I I SECTION ON PAGE A-200 FOUND. WALL LEDGE w/ AS INDICATED ON 6-003 NOTED ON PLAN O.G. FOR F.J. PLATE - ° ° ° I L � 4� P.T. SILL PLATE (BEYOND) _ 4" GRAVEL BASE d °I PITCH GRADE - -- MP -- --- - - - - - - PROOFING TOASPHALTIC - --- - -- - ------ - PROOF NG TO EXTERIORUPON GLEAN - a .:u s�`. ,,;� °, R. ._, I °d U • _ --- — — —---- ----- — — --— 7 1 ` ll �❑— l COMPACT FILL ; �� .`, �r, ��f I d c,<S! � � #5 REBAR(TYP.) 2'-O" LAP W I I/ GRADE I I/ GRADE n —8 II n (TYP.) 01 MM ------ --- Irk .' - (1) # 5 REBAR d I d 8 THK. (MIN.) P. 4-J W II II _ __._.._. I . CONTINUOUS ' — ° ii - -- ; t- 4° �� if -__ -------t— -F ---r--------- GO G GRADE BM I) #5 REBAR C 1/ #4 HOOKED VERT. REBAR ® 48" O.G. II .. --- I -� - #4 HOOKED VERT. REBAR ® 48" O.G. X --—- — -- i-- -------- r I I P. GONG. FOUND. WALL (MIN. 4,000 PSI) II' Q II P. GONG. FOUND. WALL (MIN. 4p00 P51) Ii �- (I) #5 BENT I I III - #4 HOR. CONT. REBAR ® TOP k II p #4 HOR. CONT. REBAR ® TOP 3 CD If 0 I I EBAR © NOTE: I l , i l BOTTOM OF WALL (2 TOTAL) BOTTOM OF WALL (2 TOTAL) I I - : -_-- I I I. REFER TO PAGE A-200 --- L --I`------ Q P. GONG. CONT. FTS. MIN. 4 00 P51 O" -- -- I I I d _ ----- -= 1 ° I I h--I I nn 11 P. GONG. CONT. FTC. (MIN. 4,000 PSI) 8" " "- ( ,O ) II I - i i III ASPHALTIC STRA,PI NIO OF ALL I I I W II II � I I I li DAMP m I a s I I I' COMPONENTS I I 4" P. GONG. SLAB I I III PROOFING d I I #5 BENT 4 P. GONG. SLAB " I I ^, �- ; i ° ° ....� - -- --- I - REBAR (TYP) II Ile 1 (I) #5 REBAR ° 5 CONTINUOUS II r + I 6 MIL POLY m --- - I - 6 MIL POLY- i — • • + --- - II - ----- MOISTURE RETARDER _ M015TURE RETARDER -- I - #5 REBAR ° - 5 j I I 3ii i 4+ 6RA%EL BASE - j I _ 4" GRAVEL BASE j - i - -- - (00" O.G. �� ° : - (5) #5 HOR. CONT. REBAR 4,a I I ` (5) #5 HOR GONT. AR fi ) 5 REBAR PROV. GLEAN - I - - -J I PROV. GLEAN - --- j - - - (y i 2 # � GT FILL ---------- - I ----- ( -- -- I --- -- 3 MIN 'T' COMP GT _ I -- COMPACT n !1 -•- I _. a �� CONNECTION I I FOUND. NALL DETAIL (PARALLEL TO P.J.) 2 POUND. MALL DETAIL (PERP. TO F.J.) � SLA5 ON ORADE DETAIL 4 REBAR OVERLAP DETAIL A-401.00 - A-401,00 SCALE: 5/4" = I'-O" A-40 .00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = I'-O" SCALE: 5/4" - I'-O" I � I I rn II uj 8" TH I CX RE I NEORGED CONCRETE : I AREA TYP. 24'' D I AMETEK �- — -- ---- - ORASS SHOULDER A ( � INLET ORATE � ER,4ME OR DEE I NED SUREAGE COVER w o \ _ — PROJECT: `� REISMAN 6"xb" P.T. P05T IN51DE H1340 POOL HOUSE PERMAGAST (OR EQUAL) I ❑ ❑ ❑ ❑ ❑ ❑ ❑ JE1 - - i --- ! - -- COLUMN CASING;CONNECT TO ❑ ❑ ❑ ❑ ❑ ❑ ❑ -_-- 5TRUG RALPPORTED B PLAN NOTES EAM AS PERZ -- - W - -�-.�. ❑ ❑ ❑ ❑ ❑ ❑ ❑ 171 �- -- 665 BAILIE BEACH RD SIMPSON GBbb POST BASE; Il -" -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ - MATTITUCK N.Y. 11952 PROVIDE 5" MIN. GONG. ILI COVER ON ALL SIDES 4"x4" P.T. POST , n n n n n n n I DRAWING TITLE: .LAMES HARDIE I"x4' ------; - - - - BLUESTONEPATIO cV- I --- --_.-- — Z I CEMENT TRIM(COLOR TO BE SELECTED) I DESIGN _---- --- -' �- DETAILS _-- ° 51MP50N" ABA44 - - I w • ® COLUMN BASE _.-_---- I III�c STONE PAVERS® ---- Tr` ° Z u 50N0 W SHOWER FLOOR - PRECAST GONG. 14 TUBE" FILLED jj °II N SOLID w/ P. GONG. it ° (MIN. 4,000 PSI) FINISHED aSRADE GROUND _ __ LEACH I NO RI NO. SEE SQUARE FOOT SF-32 °I I a CONCRETE FOOTING z II Y A7ER (2) #5 BENT REBAR � 10'� "SONOTUBE' FILLED � �I• (CENTER BETWEEN 11 If FORM FILLED SOLID SOLID w/P. GONG. ° I1 GG LGU T O S O I PAGE: I, w/P. GONG. (MIN. - (MIN. 4,000 PSI) Z S 1 TE PLAN FOR REQ D PARALLEL REBAR 1 II 4,000 PSI); INSTALL EEEEGTIYE DEPTH IN FTC.) - ° PER MANU. SPECS. - (4) #5 HOR. REBAR ° < I, 4 2'-O" DIAMETER AS 2'-O" A-400"' LOOUPON (4) #5 HOR MIN. PER SITE PLAN MIN. REBAR (a TOTAL) ° a T GLEAN SAND � GRAVEL FILL DATE: 9/5/24 9 OF 12 POROH POST FOOTI NO DETAIL �, OUTDOOR SHONER DETAIL -� DR)'NELL DETA I L A-401.00 SCALE: 5/4" = 1'-0" A-401.00 / „ _ A-401.00 - SCALE: 5 4 I -O SCALE: 5/4" I'-O" 0ENERAL SY�50L � - - - - - - - - - - - - - - - - - - - -NEW PARTWOODFRAMEIAL I6HT GIAL HEHE . STL. - - - - - - - - - - - - - - _ EXISTING TO BE DEMOLISHED I - - - - - - - 0- EXISTING TO REMAIN WHEN APPLICABLE) ILLI B3 NEW WOOD FRAME (L.6. NEW W W FOUNDATION ALL "7 co STL. WHEN APPLICABLE) I J co NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I Q +� � W (IOOD FRAME STL. ® P05T FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL O I � O POST FOR, 6" ALL5), U.O.N. I WHEN APPLICABLE) W '� 1-- 0 NEW 2-HR FIRE RATED WOOD FRAME (L.6. STL. I I I ( p N z 0 WHENAPPLIGABLE) L - - - - - - - - - -- - - - - - - - - J 0. C13 STRUCTURAL PLAN NOTES POST d COLUMN DESIGNATIONS: 55 00 O 0 4 i POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED m Z (4 AS FOLLOWS. NOTE THAT THESE DESIONATION5 DO NOT IMPLY I O 4-1 SPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED -J N O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD I I : O d c O q co ACRO55 BEARING POINT. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. G ABOVE INDICATED POSTS/COLUMNS. ® STACKED POST/COLUMN: ®---9 (2) 2"x4" POST g2 (2) 2"xb" P05T J LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. STACKED P05T/COLUMN: ®---E� (3) 2"x4" POST B3 (3) 2"xb" POST LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON \ / FLOOR BELOW. MD­E4 (4) 2"x4" POST B4 (4) 2"xb" F05T / ® LOAD BEARING WALL (ABOVE): \ / AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb" P05T UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. INTERIOR LOAD BEARING WALL: 3B 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 \ / AS INDICATED BY HATCHING. ,,__ I I STL. COL. (ASTM (�p� 57L. COL (A5TM \ / • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON O-E AI25) BY SIMS 1-1 AI25) BY SIMS .) F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EOJ STEEL(OR EO OHOLDOWN (FOUNDATION TO IST FLOOR):- \ / LJJ 4B HOLDOWN 'B' AS PER PAGE 6-005 b"xb" POST w/ ROUND CASINO: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: \ / • O I. PROVIDE 6"xb" P.T. POST INSIDE H1346 PERMAGAST(OR r v / w V I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - 7I N p o EQUAL) COLUMN CASING. CONNECT POST TO FLUSH F FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND i v BEAMS w/ SIMPSON COLUMN GAP AS FOLLOWS: DOWNWARD FROM THE BOTTOM OF EXI5TIN5 ADJACENT FOOTINGS. / 9 - - CONTINUOUS SPANS: GG66 K I - 0 F - - CONTINUOUS SPANS w/SIDE BEAM: GGT66 (SELECT EXCAVATION aZo 2. IF WATER ENCOUNTERED DURING POURING OF GONG., ATTIC 7z COLUMN GAP DIMENSION "W5" PEF: SIDE BEAM WIDTH) SHALL BE DE-WATERED. THE POUR 5ITE SHALL REMAIN DRY FOR I Q - V p UNGONDITIONED/UNFINI5HED IN V p Q(04 •- - CORNERS: EGGU66 (PROVIDE SIMPSON HWP HNGR. TO ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER \I CONNECT INDICATED ADJOINING 5M) ENCOUNTERED. - - - - - - - - - - - - - - - - - - - - - - - 2. CONNECT P05T TO PTO. w/51MP50N CB66 COLUMN x x �I 1 BASE 6 PROVIDE 3" MIN. GONG. GOVI°R ON ALL SIDES. 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I m B4 B4 25 m I W OCOVERED PATIO PAD FOOTINGS: 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT Q 6 P05T AS NOTED SEPARATELY UPON 14 (P P. GONG. PIER 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 5I5 GORE. UPON "SQUARE FOOT" SF-52 CONCRETE PAD FOOTING, AS PER DETAIL 5/A-401. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 6'-II" 14'-8y2" 10'-8y2" ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE CONTINUOUS FOOTING: COATED. OI6"x5" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS I/A-40I 4 2/A-401 (TYP) 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE 5TA66ERED. OFOUND $ POSTS FOR OUTDOOR SHOWER: 4"x4" P.T. P05T UPON I0"4) P. GONG. PIER. "7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN AS PER DETAIL 6/A-401. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, UN-REINFORCED P. GONG, SLAB COVERAGES, AND PLUMBNE55. gA I. 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT 2. 6 MIL POLY VAPOR BARRIER UPON CONCRETE. 5. 4" (MIN.) GRAVEL BASE 5'-0 " REINFORCED P. GONG. SLAB CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE qB I. 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON (5)6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C = (5) 2"x6" HIM (5) 2"x6" HDR (5) 2"xb" HDR I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF CONDENSER SLAB) UPON r ___ ___ CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 5. 4" (MIN.) GRAVEL BASE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. : qG BLUESTONE PATIO: 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. FROPOSE17 ATT I O STRUCTURAL. PLAN I. 1.5" THK. BLUESTONE UPON 2. 4.5" THK. UN-REINFORCED P. GONG. 51-AB UPON 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SCALE: V4" = 1'-0" 5. 4" THK. (MIN) GRAVEL BASE CONFORM TO AGI 506. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / IO • (1) 2"xb" P.T. SILL PLATE w/ COPPER TERMITE SHIELD $ SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF (WHERE TEMPERATURES WITHIN 10° F OF CONCRETE. ID m INDICATED). • ANCHOR BOLTS AS PER PAGE 6-005 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - - - - - - - - - - - - - - - - • P. GONG. FOUND. WALL AS PER DETAILS I/A-401 REMOVE AS REOV. (PERPENDICULAR TO F.J) $ 2/A-40I (PARALLEL TO F.JJ • P. GONG. FT6. AS PER DETAIL NOTED SEPARATELY 6. THE USE OF HEAT TEED WHEN NECESSARY. R ELECTRIC BLANKETS ARE i I B5 • ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR • B.O. FOOTING V-O" BELOW GRADE MIN. 1, FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55• F OR H16HER • 1/2 EXPANSION JOINT ® PERIMETER 01= SLAB (WHEN AND SHALL BE WITHIN IO° P OF CONCRETE TEMPERATURE. I I RIDGE BEAM POST GAPS: APPLICABLE) ( PROVIDE THE FOLLOWING POST GAPS AT ALL N • AIR ENTRAIN P. GONG. FOR PORCHES ,/PATIOS /STOOPS 5, CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I q:12 g:12 I POST-TO-RIDGE BEAM CONNECTIONS. PROVIDE SHIMS AS Z (WHEN APPLICABLE) I I I REQUIRED WHEN P05T WIDTH EXCEEDS RIDGE BEAM WIDTH. uj • MA50N TO ACCOUNT FOR FINI5H STONE ON THIN SET FOR q, NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 I I i i - SIMPSON A04 OR A06 POST GAPS (MATCH POST p (ASTM G4g4/G4g4M, TYPES G AND E). I DEPTH) AT INTERMEDIATE P0575 SUPPORTING V ENLARGED CONTINUOUS FOOTING I CONTINUOUS RIDGE BEAMS. II I. ENLARGE CONTINUOUS FOOTING TO 56" WIDE x IS" 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I 2 Xio R.R. ® 2"xl0" R.R. ® I - SIMPSON LCE4 POST GAP AT ENDS OF RIDGE BEAMS. DEEP,CENTERED DIRECTLY BENEATH BEARING POINT AREAS EXCEED ONE SQUARE INCH. I 161, O.G. OF POST s EXTENDING PERPENDICULARLY FOR IS" ON I1. ONCE CONCRETE I5 PLACED. CONCRETE SHALL NOT BE EXPOSED L - - - - - - - - - BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING L - - - - - - - - _ _ - - - _ _ J (56" TOTAL LENGTH). TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS w 2. ENLARGED PORTIONS SHALL BE POURED REACHED A COMPRESSIVE STRENGTH OF 500 P5I. B5 Q MONOLITHICALLY w/ SURROUNDING CONT. FT6. E WALL.5. TOP OF FOOTIN65 SHALL BE FLUSH 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED FOOTING TO INCLUDE: TYPICAL DOOR/WINDOW HEADER NOTE: CT: • (5) #5 REBAR ORIENTED DIRECTION ( I #5N I6x5 CONT. PROVIDE (2) 2"xIO" HDR AT ALL DOORS 4 WINDOWS,U.O.N. ID 1 REBAR FROM THOSE ALREADY PRESENT FTC;THIS AMOUNTS TO ANN ADDITIONAL SEE PAGE 6-005 FOR NAIL ING/STRAPPIN6/FRAMIN6 DEEP CONT. FT6. REOUIREMENTS BY OPENING WIDTH. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R E S M A N (5) #5 REBAR ORIENTED PERP. TO CONT. PTO. - POOL HOUSE 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. SOIL BEARING CAPACITY NOTE: FOUND WALL ABOVE CENTER OF ENLARGED PTO. STRUCTURAL DE5ION OF FOOTIN65 ASSUMES A SOIL B4 1. SEE AL50 DETAIL 5/A-40I. BEARING CAPACITY OF 1.0 TONS/5.F. 1`1"� sAkt ff C 2N IF.J. BEARING. NOTE: LOAM STRATA WERE ENCOUNTERED UNTIL I. 50"x56" ACCESS HATCH APPROXIMATELY EL.=5.b' (NAVD Ig55). FOOTIN65 MUST 2.MIN. 550 L55 CAPACITY BEAR UPON THE "FINE TO COARSE SAND" STRATA 665 BAILIE BEACH RD 5. 11 FRAMING 5URROUNDIN6 OPENING ENCOUNTERED BENEATH THIS. ANY EXISTING LOAM BENEATH 4.INSTALL AS PER MANU. SPEG.'s (WHEN APPLICABLE) PROPOSED FOOTINGS SHALL BE EXCAVATED UNTIL SAND MATTITUCK, N.Y. 11952 STRATA ENCOUNTERED;BAGKFILL w/GLEAN ENGINEERED I v UNDER-FLOOR AREA VENTS FILL,COMPACTED IN 6" LIFTS. SEE ALSO TEST HOLE DATA. I N o O13 I. NEW I6"x5" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET O° VENTILATION OPENING FOR EACH 150 S.F. OF I x DRAWING TITLE: UNDER-FLOOR SPACE, PER 2020 I RG R405. 2. INSTALL AS PER MANU. SPEC 5 WITHIN 3-O OF BUILDING CORNERS. I PROPOSED STRUCTURAL PLANS 5. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND AVOID POINT LOADS FROM ABOVE. IF POINT LOADS OVERLAY VALLEY FE MEL. RIM JOIST ABOVE. ROMR F-DOF OF ( (2) 2"xI0" BM. (2) 2"x10" BM.U52 -2 (2) 2"xl0" BM. 4.UNAVOIDABLE, PROVIDEE: FOUNDATION VENT WELL $ COVER AT ALL 5-2 R.RT(TYP;ALL VALLEYS) I I w/HNOR. B4 HANGERS ' HANGERS VENTS BELOW 6RADE; INSTALL PER MANU. SPECS. (3) 1.75 xl l.8'I5 T.J. 2.OE (5) 1.15 A I.5'15 T.J. 2.OE MIGROLLAM LVL RIDGE BM. MIGROLLAM LVL RIDGE B PAGE: 1 (2) 2"Xio" BM. 1 54 1 (2) 2"XIO" BM. I I (2) 2"xIO" BM. B4 w/LU525-2 w/ LU525-2 w/LU525-2 B4 I S-1.02mOO HNGR. HN6R. HNOR. � � � � � I DATE: 10 b:12 5:12 5:12 b:I2 5:12 6:12 I /06/24 11 OF 12 I w l � m I w-J'I wim a�� Q�� ❑ OCpi Q,NO O � �� �Np O ;p NO RjR p s i r m ® �IK x ij ® - QI N ; u n 1 QI N ; u u 1 I n o ; I� C�yy 2"x1o" 2 xl0 2"XIO" 2 X10 2 xl0 2°XIO" F R.R.® ' t R.R. ® 6" O.C. I6" O.G R.R. ® ., x 1 6zi �R. ® 6" O.G. 6' O. 0.013 ®� I I 00 'a! �0 O X�9w (`I f: m m PROPOSED ROOF STRUCTURAL PLAN SCALE: 1/4" = I'-oil OE ERAL 5rM50L <E`r : - - - - - - a_ EXISTINGTO EE DEMOLISHED NEW PARTIAL HEIGHT HOOD FRAME (L.O. 5TL. WHEN APPLICABLE) 0 EXISTING TO REMAIN Lu NEW FOUNDATION HALL ui NEW HOOD FRAME (L.O. co STL. WHEN APPLICABLE) Cy) < 4-J c\l NEN I-HR FIRE RAPED MIN. (2) Vx4" STRUCTURAL -E Lo Fx_] 0) HOOD FRAME (L.O. 57L. P057 FOR 4" WALLS Z) r- (MIN. (2) 2'Wo" 571RI)OTURAL 0 V_ HHEN APPLICA5LE) 0 P05T FOR, 6" HALLS), U.O.N. >: NEW 2-HR FIRE RATED HOOD FRAME (L.O. STL. 0 C\J z 0 C WHEN APPLICABLE) J a- .- � cc L 2 x c\j P05T t COLUMN DESIGNATIONS: 0 0 4- ' STRUCTURAL PLAN NOTES POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 0 Co -Z (D AS FOLLOP45. NOTE THAT THESE ME516NATIONS DO NOT IMPLY 0 V_ (D SPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 4--J (\i C; 4-1 Lr) STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD 0 co ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY FRAMINGREOUIREMENT5. a: 6 ABOVE INDICATED POST5/00LUMN5. STACKED POST/COLUMN: M--H (2) 2"x4" 1-05T B2 (2) 2"xb" POST LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE.O STACKED POST/COLUMN: A3 (5) 2"x4" POST B3 (5) 2"xb" POST LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON FLOOR BELOW. (4) :2"x4" 1-05T (4) :2"X(l" POST LOAD BEARING HALL (ABOVE)_ AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"14" P05T ff-M--fBil (,-) 2"xb" P057 UPON F.J. OR, BEAM (WHEN APPLICABLE) BELOW. "--j C) INTERIOR LOAD BEARING HALL: 5-1/2" O.D. SCH 40 5-1/2" O.D. SCH 40 AS INDICATED BY HATCHING. 5TL. COL. (ASTM STL. COL (A5TM ALIGN STUDS OF BEARING KlkLL5TO LAND DIRECTLY UPON A123) BY RIMS A125) BY SIMS (D F.J. OR. BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EO.) STEEL (OR EO.) HOLD OWN (FOUNDATION TO 15 FLOOR): HOLDOM '15' AS PER PAGE 6-005 O6'x(o" P05T W ROUND CASINO: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. PROVIDE Wxb" P.T. POST INSIDE HBsr-, PERMACAST(OR EQUAL) COLUMN CASINO. CONNECT POST TO FLUSH 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 0 BEAMS k4l SIMPSON COLUMN CAP AS FOLLOWS: BY AN ANGLE OF 45* PROJECTED OUTWARD AND Q - CONTINUOUS SPANS: CC&& DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. i - CONTINUOUS SPANS H/ 51DE BEAM: COT66 (SELECT a x -�z 2. IF HATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION ATTIC z COLUMN CAP DIMENSION "PO" PER SIDE BEAM WIDTH) 60 '0(3 X SHALL BE DE-WATERED. THE FOUR SITE SHALL REMAIN PRY FOR UNCONDITIONED/UNIFINISHED - CORNERS: ECCU(bb (PROV117E SIMPSON HHP HNOR. TO ENTIRETY OF POUR. CONTACT ARCHITECT MEN WATER < CONNECT INDICATED ADJOINING BM) ENCOUNTERED. ------ - - - - - - - 2. CONNECT POST TO FTC. s,4/SIMPSON C,5&6 COLUMN BASE 4 PROVIDE 5" MIN. CONC. COVER ON ALL SIDES. 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 54 54 2B (D OCOVERED PATIO FAD FOOTINGS: 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT P05T AS NOTED SEPARATELY UPON 14"IP P. CONC. PIER 28 DAYS AND SHALL CONFORM TO THE CURRENT ACI 515 GODS. UPON "SQUARE FOOT" SF-52 CONCRETE PAD FOOTINO, ,6,5 PER DETAIL 5/A-401. 14' 2 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE CONTINUOUS FOOTING: COATED. O 16'x5" DEEP P. CONC. CONTINUOUS 'FOOTING AS PER dopw w OF-TAILS I/A-401 4 2/A-401 (TYPJ 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAC-16ERED. OFOUND 4 P05TS FOR OUTDOOR SHOWER: 4"x4" P.T. F05T UPON 10"4) F. CONC. PIER -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN AS PER DETAIL &/A-401. PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, UN-REINFORCED P. CONC. 5LA5 COVERAGES, AND FLUMBNE55. gA I. 4" THK. UN-REINFORCED P. CONC. SLAB UPON a. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WEIGHT 2. (b MIL POLY VAPOR BARRIER UPON CONCRETE. 5. 4" (MIN) GRAVEL BASE REINFORCED P. CONC, SLAB gB 1. 4" THK. P. GONG. SLAB Pq/Wxb"-10/10 W.W.M. UPON CONCETE - GOLD WEATHER POURING $ CONCRETE MIXTURE 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C I. THESE SPECIFICATIONS SHALL APPLY FOR THE POUIRINO, OF CONDENSER SLAB) UPON CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 5. 4" (MIN) GRAVEL BASE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. gb BLUESTONE PATIO: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. FROFOSE7) A771 C, 57RUCJURAL FLAN 1. 1.5" THK. BLUESTONE UPON 2. 4.5" THK. UN-REINFORCED P. CONC. SLAB UPON 5. ALL COLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 5. 4" THK. (MIN) GRAVEL BASE CONFORM TO A01 506. SCALE: 1/4" 1'-0" TYPICAL P. CONC. FOOTING 4 HALL CONSTRUCTION: 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 10 0 (1) 2"xb" F.T. SILL PLATE H/ COFFER TERMITE SHIELD $ SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO SILL SEAL;2"x4" P.T. SILL PLATE a LONER SHELF (WHERE TEMPERATURES WITHIN 10° F OF CONCRETE. INDICATED). El * ANCHOR BOLTS AS PER PACE 0-005 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. & P. GONG. FOUND. WALL AS PER DETAILS I/A-401 REMOVE AS REOV. - - - - - - - - - -- - (PERPENDICULAR TO F.J) 4 2/A--401 (PARALLEL TO F.J) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE * P. CONC. FT6. AS PER DETAIL NOTED SEPARATELY o ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR PERMITTED WHEN NECESSARY. 0 B.O. FOOTING 5'-0" BELOW GRADE MIN.0 1/2" EXPANSION JOINT a PERIMETER OF SLAB (MEN 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* FOR HIGHER AND SHALL BE WITHIN 10* F OF CONCRETE TEMPERATURE. RIDGE BEAM POST CAPS: APPLICABLE) PROVIDE THE FOLLOWING POST CAPS AT ALL In • AIR ENTRAIN P. CONC. FOR PORCHES / PATIOS /STOOPS e>. CONCRETE SHALL BE AIR ENTRAINED FOR COLD WEATHER POURING. -7 01:12 12 P05T-TO-RIDGE BEAM CONNECTIONS. PROVIDE SHIMS A5 z (WHEN APPLICABLE) REQUIRED WHEN POST WIDTH EXCEEDS RIDGE BEAM WIDTH. • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR cl. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER ACI 506 - SIMPSON A04 OR A06 POST CAPS (MATCH P05T 0 (ASTM r,4cf41r,4dT4M, TYPES r- AND E). DEPTH) AT INTERMEDIATE POSTS SUPPORTING CONTINUOUS RIDGE BEAMS. (D ENLARGED CONTINUOUS FOOTING 2'XI011 R.R. a 2"XI011 R.R. a - SIMPSON LCE4 POST CAP AT ENDS OF RIDGE BEAMS. I. ENLARGE CONTINUOUS FOOTING TO 56" WIDE x 15" 10. CONSULT ARCHITECT WHEN STEEL EM5EDDMENT CROSS SECTIONAL O.G.DEEP,CENTERED DIRECTLY BENEATH BEARING POINT AREAS EXCEED ONE 5OUARE INCH. I(oll O.G. OF POST 4 EXTENDING PERPENDICULARLY FOR 190 ON I- - BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED L - -- - - - - - - - - (56" TOTAL LENGTH). TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS - REACHED A COMPRE551VE STRENGTH OF e�00 P51. 2. ENLARGED PORTIONS SHALL BE POURED MONOLITHICALLY 1,4/SURROUNDING CONT. FTO. $ WALL. 5. TOP OF FOOTINGS SHALL BE FLUSH 12. PLACEMENT TEMPERATURES SHALL CONFORM TO ArI 506. 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED FOOTING TO INCLUDE: PROJECT: • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT TYPICAL DOOR/WINDOW HEADER NOTE: FTC;TH15 AMOUNTS TO AN ADDITIONAL (2) #5 PROVIDE (2) 2"xIO" HDR AT ALL DOORS $ NINDON5, U.O.N. E3 REBAR FROM TH05E ALREADY PRESENT IN lb"X5" SEE PAGE 0-005 FOR NAILIN6/5TRAPPINO/FRAMINC7 DEEP CONT. FT5. REQUIREMENTS BY OPENING WIDTH. - - - - - - - - - - - - REISMAN • (5) #5 REBAR ORIENTED PERP. TO CONT. FTO. 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. CONC. SOIL BEARING CAPACITY NOTE: FOUND HALL ABOVE CENTER OF ENLARGED FTO. STRUCTURAL DESIGN OF FOOTINGS A55UME5 A SOIL POOL HOUSE 1. SEE AL50 DETAIL 5/A-401. BEARING CAPACITY OF 1.0 TON5/5.F. 14<59 sAkt r-&*MfZN •i. 1 -IF.J. BEARING. NOTE: LOAM STRATA WERE ENCOUNTERED UNTIL 1. 50"x56" ACCESS HATCH APPROXIMATELY EL.=5.b' (NAVP lq58). FOOTINGS MUST 2.MIN. 550 L155 CAPACITY BEAR UPON THE "FINE TO COARSE SAND" STRATA j 665 BAILIE BEACH RD 5. DBL. FRAMING SURROUNDING OPENING ENCOUNTERED BENEATH THIS. ANY EXISTING LOAM BENEATH 4.INSTALL AS PER MANU. SPEC.'S (WHEN APPLICABLE) PROPOSED FOCTINC75 SHALL BE EXCAVATED UNTIL SAND MATTITUCK, N.Y. 11952 STRATA ENCOUNTERED;BACKFILL k4l CLEAN ENGINEERED UNDER-FLOOR AREA VENTS FILL, COMPACTED IN 6" LIFTS. SEE ALSO TEST HOLE DATA. 13 I. NEW 16"x5" (MIN. SIZE) VENT 70 PROVIDE MIN. I S.F. NET VENTILATION OPENING FOR EACH 150 S.F. OF =x DRAWING TITLE: UNDER-FLOOR SPACE, PER 2020 IRC, R405. ry 2. INSTALL AS PER MANU. SPECS PqITHIN 5'-0" OF ❑ PROPOSED STRUCTURAL PLANS BUILDING CORNERS. 5. 51TUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND AVOID POINT LOADS FROM ABOVE. IF POINT LOADS OVERLAY VALLEY FROM UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. OUTER EDGE OF TRIPLE­-'� 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL R.R. (TYP;ALL VALLEYS) 54 VENTS BELOW6RAVE; INSTALL PER MANU. SPECS. (2) 2.. ti am. 2'. 101. 5M. :2";10 N/LUS25-2 (5) 1.15"Xll.55 7-5" T.J. 4 LU525-2 (5) I.75"xIIb75'­T.J. 2.OEj k4HI LU52 HNOR. MIGROLLAM LVL RIDGE 5M. HANGERS MICROLLAM LVL RIDGE 5 HANGERS J. 2.OE R; PAGE: (2) 2"XI0" am. L(2) 2"XIO" am"54 Pql LUS:25-2 (2) :VxIO" am. L HANnrgs Pq/ H/LUS25-2 54 54 HNO 10 ■I II II I 0 0 DATE: 9/5/24 :11 OF 12 Igo ° V lu lu x Lu: (A ® lu lu tu L 5/4" FLYHO"EHAFE OF �Rr,� 5"1 O.r 7 7- kc PROPOSED ROOF STRUCTURAL PLAN 0.. Q O uj Lu cc co Q a �•.' N • , }: w O C N z O a. U-) � � c>3 r— _ X Z N O O O 4—J C' O N O � Q � � � o D 4J 7C) U • - U � +� m U � LAM Q . - 4� _ I - NOTE: ALL PLUMBING 4 FUEL GAS WORK C- - ---------- — SHALL CONFORM iI TO LOCAL j PLUMBINS CODE 6 FUEL SAS PIPING PENETRATIONS: I. PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS O AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E u- 5I4,ASTM E &4, AND UL I4-l9 F- I VERIFY SIZE IL w/MANU. RELOCATED PROPANE TANK &RILL m FIREPIT m Z � j LLI I I O U � GRAWLSPACE o it PROJECT: REISMAN POOL HOUSE 665 BAILIE BEACH RD CAS RISER — SUFFL.Y MATTITUCK, N.Y. 11952 SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 114L 0 1 0 0,11 0 DATE: 9/5/24 12 OF 12 .�A �A Ilk cam♦ �•CT _1 t`,. h°'lnS