Loading...
HomeMy WebLinkAbout46570-Z �oZO SOf�r F� FloTown of Southold 6/8/2024 P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45260 Date: 6/8/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: , 400 Pleasant Pl., Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-46 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2021 pursuant to which Building Permit No. 46570 dated 7/16/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with 5 bedrooms, finished basement(recreation room, bathroom home gym-no bedrooms), front covered porch,rear screened porch,rear decks,unfinished attic storage and attached garage as applied for. The certificate is issued to• May,Kathleen&McDonnell,Matthew of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0641 5/29/2024 ELECTRICAL CERTIFICATE NO. 46570 6/5/2024 PLUMBERS CERTIFICATION DATED 5/28/2024 AMKitucrklumbing 0 Aut or ed i nature SgFallr TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46570 Date: 7/16/2021 Permission is hereby granted to: May, Kathleen 21 Riverview Dr Newbury, MA 019511808 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 400 Pleasant PI., Southold SCTM #473889 Sec/Block/Lot# 88.-5-46 Pursuant to application dated 6/10/2021 and approved by the Building Inspector. To expire on 1/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,942.00 CO-NEW DWELLING $50.00 Total: $2,992.00 Bu g n pector pF SOUr�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 sean.devlinla�town.southold:ny.us CoUNN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathleen May Address: 400 Pleasant PI city:Southold st: NY zip: 119.71 Building Permit#: 46570 Section: 88 Block: 5 Lot: 46 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Daniel Wilcenski Electrical License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 106 Ceiling Fixtures 26 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 19 Wall Fixtures 17 Smoke Detectors 6 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 7 Transfer Switch 200A UC Lights 1 Q' Dryer Recpt 30AX2 Emergency Strobe Heat Detectors 1 Disconnect Switches $4 4'LED 3 Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, W/D(2), Micro, Hood, Gas FP, ERV, Geothermal 40A, 200A- Main Panel 42 Circuit/ 37 Used, 100A Sub 24 Circuit/24 Used, 200ATransferNO GENEREATOF Notes: New Two Story w/ Finished Basement Inspector Signature: Date: June 18, 2024 S.Devlin-Cert Electrical Compliance Form Town. al :Annex T elephoiie:(631)765-1802 5437S'1VMain Road : 9 P:0.Box 1179 ax:(631)765= SQ2: ::Southold, 119 Z 1. .... .BUILDING DEPARTMENT •', �� �� �� �, ! ��� TOWN OF SOUTH4LD r; ' MAY 2 8 2024 �, �TQ;�`�t�..�.'"�►� ,C:E R T L F:I:C A:T'i:O N is of .Building:Permit No: 7�c _ .. Owner:. C.t 5`// N iea S btlnt _ .. .. Plumber:, .. :.,. .. (Please print)' I'.eerkify:that:the:solder used in the water supply system contains less than'2l10!of 1%' lead: U� (PIttmbers i ature) Swomto before me this day of ,: 20: •CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified In Suffolk Count Commission Expires Aug.5,20 Its Notary)?ublic; y- � :11L-. ::County OE SOUTyOIo f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 16 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q 4s11e 4- Anj rovlm ain 7 r DATE llq,6 2 INSPECTOR - OF so//lyO� TOWN OF SOUTHOLD BUILDING DEPT. coutm N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [vlf'INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0- sp", PO4,4 meoviAA&-n I r�-cQ -A2,6 aA lam- n6 ue kt ' ' I n n-.6kU I ' smjl h Ole-, DATE /0- 4 2- INSPECTOR 'n o�aOEso(¢gO —__--_ TOWN OF SOUTHOLD BUILDING DEPT. 'comm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REAAARKS: Aavla6 - o CA444 r DATE 0 l3 ?,�, INSPECTOR qqAQ DESOUIyO� Li (o 5 o. 4r 0 ci 4`7/ # # TOWN OF SOUTHOLD'BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ?UELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) l CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ltpk C. U OAnffl. �o wg��z r f wv � o DATE 10 ( 7 INSPECTOR tip��OE SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [/FINAL- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fl) �0; i vry 3 �i S�Cc - • PC VAvr�- RAA5' ;gLx�"IA- 4t,.- al ruv DATE K INSPECTOR OE SOUTyo� Li t 5 7 1 0 G ���OI f e/ # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0L 42 hy" Q/l c e Aelk j&eA . / vVy)-Aad— -48.4662 rtl mv-p", l'9 7L- A O' DATE 14 lei INSPECTOR cam, OF SOUTyO -1 l 5�7 0 H # # TOWN OF SOUTHOLD BUILDING_ DEPT. - Coum" 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ - I INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]" FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) fA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: w -r oyr„u4 - -12,q r i lG uj S�IJ k (a PA iZ04 (—Led 6 4646 At'OUr-4w ( waAcr) DATE INSPECTOR y j. .&�(M'.i•..`�•< �� Y '�"� �W J �'i�"�rM�� � � �Sy�e y,+:' Y Y� y_ --. I � r♦ ! •ti ��� � _ � ..•`Yr 4.r,i.Mi '� r� `..�� 4t� {'� i4i�'s�ti�l, r�.. (�'• - ��,• . �,f.M�r � .7.r � �t'��,►,��r�wxs.� � � ><� 1"4��kT�x -�''� .Z act ��'� .. ..:i ,r�,dt� �:: �.e .�s ,.�i -- . �� `�'1* "�:i� ,;. ' .15�.y•+x+ii ` '+' y 1 � .�. �''' .�- t. , ,+tf,,t 1yt 'r�. k{•`•1� -'� ~ �k' '!;- i , r ,4 1 — _ ,.• a te . . w: A �• i � T; At — —— — ".�.. r.ftt "44 � r - � i,a'�t" '- ,r r h•'v ..� ,t. 1 :7.x j� M•�19f`L S -f -f:•- . �w i r. �• tn. M tt. i t•�• ,r, '.x .!`� � ` ', i 1 n1��<Jk r-�h ��t.: •..-'`� g1AM1'c:J'il�'s"� + .,fir. � �r i � A� F., •i' �� _ a� �w 1'{.�;p� s�S�i."-t r y �.+17 r� d. p C� g�yy, .},,� j�Q .'� y'.r- +;� I •,h a s •r� �'s` ti. i,a!,t�re r v,f,7� � ,� :' �': - ,!".r ��fl f y:. � `7�1 w f ,vi r - + �F, 't-�.� �,`i.A' .h� � ',1K. f•! •orb`"�Mf . �'�. r - ti �� i. ,it t 4i f' tF'����" ���'r '� �. -,T•'^ �a 4'1� .!iA',� �X.t' d•�.,a�� y! tf�" �yr�� {'� �' . �ti �} >•� {� ;�"�� :7 1' FM +����'� � :!(• -` y .f' 'r; h , I t"try �vA :v r' 'M •�t . •�' 1 .� r,, •,% j �` f rl �� 71i •a I .r J j� gM23i ;���i`d� ,., �(p6t:st � `,� r�?�•' � t. �'y T r 1 I�,:� n,/t ' ,1,r„!'j V� h'. rr y •'t! tF�Oel �' �F,''.�},.T-��► jt. w' +,• � •;; '•y, �g. `:"�; i !` .7}F �. r A r{'•j� 1 r,;'' .?f, 1; .aa.,[,Fi '; t i.{,,r y'��� t' ,/ .•F•� ,.�. A`' .. .�-. ,�-'I`t,.,:�. l�i'�l• a .! ..�. b M 4r.) g � ' i, ,L� y,�1,ti go-�i'" .f � � L.t A •�,�' l •• } � ����, t�f w6� ��. yly.. •7JNR1►'�"u . '�t+ •-fY n� �, t.;.��; 1,r;wy •5.nj «� �•�,c �4 �. fw.�. ��•+ �'- s•Jk 1'G .;i. rJ / f. •4. '✓ ,T.:v ,.(,�(MTM± a i3�i r � ,- t .f. ./�*,�'. !9„ IY- 'v'/`+.� . vt, tp•�:�1'rki��' .Y�. r {:�'f,. '�; <i •}'./.� ;�. ..;a it .r;1. 'r..ai ern > v's rM-} �r v.r. �7 ` �f tf� � ��• �r t ' x. ;�t,� •a•t,r yii.��:' .*'r � fr'' ,� i r �`•� �i �!`" r � ;t�; ';'��t,�.a i.; t1'�'• f�P}�fi` f4 1�;: N`' ��! '��� ��=t +����.:'�•Y. ��'.i^'� �� f } .ly� ,�.� ��� . ,. .C] � � �•r f �� ✓t ��. �r�'s, f' t''� � 1l•, ��r"'7 ✓ 'a7 t •'�r:° �� �: 't!�' � .Z'�''1��ir �:� `!3q ♦ iT'.' �� r r ;1'A.F�' j'pi; �i rz hJ�C•Jy�t � � ,�- ..v' pL� �p�w �:�'w' �a�f,1�� i.a .:r J v� �• J+.�'��. �` .r.Y' {,'�f• � ( �.. � F= �� -'!r7- �,�+:...� _4�6� �,� .f 't�•;'T t� / i,h.- �i� •ir,.�v'� .l� �• � 'T •ttf" a,�R�'Y�'}- ti .fN/f w .�r hY�'_ i t�I��'k'T. �'i`v_ af w,. y -1- •f` '1 +•t'�' �.._. j'rl' rU ''� N,r .S. � r� ♦�,v, � w TT�,• t•r•�4,,, �.� i•: ,.�' ��� n'� R `,fit �• ! /t j{'t•:-.h,+, 1, iJ _^+ ';• ?• A���r •, ��,. ' •'�• Y •°'t�F'1lli t , � 1 '+ I :�X�. � J'.'t'� J'�. - r �J� `♦ yat►-; _� �.*a'•��` r .� ,�:�}-:'� ".`�� ,�. �I w-�j'��� 1.' 4�r' -yr`r ' f ;'.•'�� •j eJ?kY +.. v � E '. ,t I.�'x. r!x k ;t ' �7 ! ,Y _';✓ • �' V;., ��k� 3` ' f.J w i 1. + f / ✓ 't • 1 . •• t v� I 1l 's �.J , '( �' .• ., -Sr J , IF .�'tr4 •. v t r �• � � ,� yl t. I /',, t�` �y�l�j .. ; 1 / ,RrIrJ� �'{ �, 47 y? 4f ,73 • ' � 1 O r� 5i, r•p°'"7,_. •y.. F J.�.�, 4��t4. fJ�� F y , •` .J �����• �� � ! yam_ � aR. - .� � i,;� �' F � ' •• ( .�,fr-�t�/� /•���,. � , t,l . .' #�;,i � r ,�' ry�r�, - r 1 ' . 1• r} /tWARNINGA DUAL POWER SUPPLY was SOLAR AC DISCOADJACENT TO p LOCATED ADJACENT TO MAIN r ,�' Y'i 'il. '..* " , ••t ( ELECTRICAL PANEL IN BASEMENT - .. -••••• • 1 �s`�...�� .T����• r •yam IF a \\\ t .�,� { ►> Jr Ty 4 der' y� r .n ::t Y• _ >, '• - '.i..,,,- % ? 3 fir .;.� - V lilts CAT h ► q Nil,Ij b 8� l , ck - t 140jr t] _ q N IKG✓ Y W � �� r� u J S ffaxd�}@ 0 g A in if . r r k f j r � err Is �4_EnEC Operating Business Addres5:1075 Franklinville Rd,Laurel NY 11948 c Brooklyn Office:450 95"St C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 10, 2021 Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE: May Residence. 400 Pleasant PI Southold NY To Whom It May Concern, I conducted a site visit at 400 Pleasant Place to inspect the house foundation and waterproofing of the foundation. Based on my inspection the-house foundatiorrand,wate"rproofing was completed to meet NYS_Building Code. Please.contact my office if you have any questions. Sincere i Anthony dortillo, RA :W-g65"70 AM P Architecture Address:10200 Main Road,Unit 3A.PO Box 152.Mattituck NY 11952 Phone:(631)603.9092 Design + Build 1 OCT 14 2022 ! , r'r October 13,2022 BUILDING y Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE: May Residence 400 Pleasant PI Southold NY To Whom It May Concern, Based on my inspection at the above address the house foundation,framing and strapping were completed per the architectural plans and per NYS Building Code. Please contact my office if you have any questions. Sincerely, Anthony Portil o,RA M. �, � * l top 03741)�,yC� OF t4 E/ AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 13,2022 Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE: May Residence 400 Pleasant PI Southold NY To Whom It May Concern, Based on my inspection at the above address the house foundation,framing and strapping were completed per the architectural plans and per NYS Building Code. Please contact my office if you have any questions. Sincerely, Anthony qViORA �A M. P, yi DD' 0 CT 1 3 2022 03 740b �C?� F NO WELDING DEPT. TOWN OF SdJiJTHOLD HUMMER INSULAVION 675 Elton-Street, Riverhead, NY.11901 (631) 283-4120 November 3 2022 t� MAY 2 9 2024 RE: 400 Pleasant Place Southold Building Department Town of Southold To Whom it May'Concern, This.is the.certify.the above mentioned house was insulated as follows: 9-50 roof area�over.living area 4 Y2" closed cell foam R-31 acid R-19 unfaced fiberglass over foam. R-27.exterior walls 2x6.2" closed cell foam and R-13 unfaced fiberglass. Basement-exteriorwalis 2x4 R-13 kraft faced fiberglass. .Basement mechanical room-.ceiling area R-19 kraft faced fiberglass. Basement mechanical room ceiling area-fire code,Mineral wool 3x16x48 R-30. Garage:under'IiVing area.R-30 kraft faced fiberglass. Windows and doors Tytan window and door pro gun foam. Penetrations caulk boss 136 firesto.p/draft sealant. Garagexornmon Wail R-21 kraft faced fiberglass. Band joist,box sill, rim joist R-14 2" closed cell foam. ,Basement ceiling Soffit area mineral wool 3x16x48. .Sincerely,. Kenneth Brauner Q.ver,Five:Decades of.Quality and Service - . . 400 7; v SOWhold AIN 11111V )"1111.164-#0 SLib: Indow Data U-Factor S"GCI '7- 7n cell ta- "ical Equiptilent CO : SFFR--, ------ Type-. Type: Builder or Design Professional Sialiature: Building Envelope Testing Infiltrat'lon: 1 ,067 CFM50 .............. I I I fi I tra tic i i Vt-)hmie: 55,402 cy ft Duct2 Exempt in cond soace) 5; 7347 Gn 2024 BuIlding Deparfine Town of Southold 400 Pleasant PI HVAC Load Calculatio'ris ��J __ for Matthew McDonnell M AY 2 4 2024 Mk El ' . IJ60 ftsmawnAL Rr"IVACHVAC oAD9 Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Tuesday,June 08,2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-'Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 2 Load Preview-Report _ z Min i Act Min Sys Sysi Sys Has Net Reci ft. Sen Lat Net Sen Scope AED Ton Toni /Ton Area Gain Gain Gain Loss CFM CFM CFM CFM CFM Building 3.29 3.81 1,336 5,089 34,288 59247 39,535 82,920 1,079 1,562 1,079 1,562 1,562 System 1 1st/Bsmt Yes 1.87 2.07 1,501 3,115 18,672 3,737 22,409 54,365 708 851 708 NMI 851 Supply Duct Latent 468 468 Return Duct 0 2 2 3 Zone 1 3,115 18,672 3,267 21,939 54,361 708 851 708®I 851 1-1 st FI Kitchen 189 2,561 285 2,846 4,882 64 117 64®I 117 2-1 st FI Great Room/Dining Room 975 4,477 922 5,399 5,550 72 204 72 204 3-1 st FI Mudroom/Bathroom/Laundry 231 967 223 1,190 3,064 40 44 40®I 44 4-1 st FI Family Room 201 2,585 609 3,194 3,687 48 118 48®I 118 5-1 st Floor Office 135 822 132 954 2,132 28 37 28®I 37 13-Bsmt Rec Room Plus Octagon 850 3,953 521 4,474 17,008 221 180 221 ®I 180 14-Bsmt Gym 174 1,596 262 1,858 8,263 108 73 108®I 73 15-Bsmt Mech/Storage 360 1,712 313 2,025 9,776 127 78 127 78 System 2 2nd Yes 1.10 1.35 1,021 1,378 12,142 1,054 13,196 19,876 259 553 259 553 553 Zone 1 1,378 12,142 1,054 13,196 19,876 259 553 259® 553 6-2nd FI Master Bedroom/Bathroom 319 2,595 231 2,826 4,401 57 118 57 118 7-2nd FI Sitting Room/Shower 159 3,614 150 3,764 3,729 49 165 49 165 8-2nd FI Bedroom#2 /Closets 218 2,552 119 2,671 2,693 35 116 35® 116 9-2nd FI Walk-in/Bathroom 4/Hallway 273 482 63 545 1,285 17 22 17M 22 10-2nd FI Bedrooms 3&4/Bathroom 5 360 2,147 323 2,470 5,499 72 98 72 98 11-2nd FI Hallway To Bedroom 5 49 752 168 920 2,269 30 34 30 34 System 3 Bonus Room Mini-split Yes 0.33 0.39 1,544 596 3,474 456 3,930 8,679 113 158 113 i58I 158 Zone 1 596 3,474 456 3,930 8,679 113 158 113®I 158 12-2nd FI Bedroom 5 596 3,474 456 3,930 8,679 113 158 113 158 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore NY 11706 Page 3 System 1 - 1 st/Bsmt - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 30,000 25,000 20,000 m 15,000 C'3 C15 25.2% Diff. from Avg. m 10,000 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 25.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Pa e 4 System 2 - 2nd - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 15,000 10,000 r 12.7% Diff.from Avg. m c Cz C� i� a> S 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 12.7%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. Tuesday, June 08, 2021, 9:56 AM AAberdeen vac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Building Consulting 400 Pleasant PI y Shore,NY 11706 Page 5 System 3 - Bonus Room Mini-split - Adequate Exposure Diversity Test -� Test For Adequate Exposure Diversity 5,000 4,000 3,000 m C0 2,000-- 17 ° from Avn- 1,000 +I 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours Jim --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 17.7%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inc. Aberdeen Building Consulting- 400 Pleasant PI Bay Shore NY 11706 Page 6 Total Building Summary.Loads , = - r T. t� �- ,�, s�'�'•. ; s ",L ,. L.at; �`�Sen'�" � otal H: Glazing-.28/.32, u-value 0.28, SHGC 0.32 17 318 0 327 327 H1: Glazing-.28/ .32, u-value 0.28, SHGC 0.32 6 111 0 114 114 Slider: Glazing-.28/.32, u-value 0.28, SHGC 0.32 118 2,213 0 2,279 2,279 Al: Glazing-.28/.32, u-value 0.28, SHGC 0.32 19.7 370 0 555 555 J: Glazing-.28/ .32, u-value 0.28, SHGC 0.32 53 996 0 1,928 1,928 B: Glazing-.28/.32, u-value 0.28, SHGC 0.32 94.9 1,782 0 1,721 1,721 K: Glazing-.28/.32, u-value 0.28, SHGC 0.32 15 280 0 185 185 F: Glazing-.28/.32, u-value 0.28, SHGC 0.32 14 262 0 269 269 G1: Glazing-.28/.32, u-value 0.28, SHGC 0.32 39.8 747 0 768 768 A: Glazing-.28/.32, u-value 0.28, SHGC 0.32 67.4 1,265 0 1,308 1,308 I: Glazing-.28/.32, u-value 0.28, SHGC 0.32 77.3 1,450 0 2,233 2,233 li: Glazing-.28/.32, u-value 0.28, SHGC 0.32 29.2 545 0 843 843 J-1: Glazing-.28/.32, u-value 0.28, SHGC 0.32 15 282 0 546 546 G: Glazing-.28/.32, u-value 0.28, SHGC 0.32 39.8 747 0 1,446 1,446 C: Glazing-.28/.32, u-value 0.28, SHGC 0.32 72.5 1,362 0 894 894 Basic R5 door: Door-135 Door 69.3 930 0 457 457 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 3225.8 14,697 0 6,822 6,822 R10:Wall-Frame, Custom, R27 Flash & Batt 2x6 1259.7 8,441 0 3,917 3,917 R49 Rafters: Roof/Ceiling-Roof Deck(roofing, wood, 1973.7 3,305 0 1,530 1,530 insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof 22A-ph: Floor-Slab on grade, No edge insulation, no 171 15,558 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 55,661 0 28,142 28,142 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,344 470 887 1,357 Infiltration:Winter CFM: 325, Summer CFM: 170 23,915 3,777 4,109 7,886 Ventilation:Winter CFM:0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 82,920 5,247 34,288 39,535 r5,,lieckFi 6u 3fNomaw Total Building Supply CFM: 1,562 CFM Per Square ft.: 0.307 Square ft. of Room Area: 5,089 Square ft. Per Ton: 1,336 Volume (ft3) (Above Grade): 44,413 Volume (ft3) (Total): 44,413 Total Heating Required Including Ventilation Air: 82,920 Btuh 82.920 MBH Total Sensible Gain: 34,288 Btuh 87 % Total Latent Gain: 5,247 Btuh 13 % Total Cooling Required Including Ventilation Air: 39,535 Btuh 3.29 Tons (Based On Sensible+ Latent) 3.81 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 7 Building Bar Graph 25,000 20,000 15,000 Building Loss 82,920 10,000 Btuh 5,000 0 Floor 19% Wall 28% Door 1% Infiltration 29% Roof 4% Glass 15% Ductwork 4% 20,000 15,000 Building 10,000 Gain 39,535 Btuh 5,000 0 Roof 4% Glass 39% People 5% Infiltration 20% Wall 27% Door 1% Ductwork 3% Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 'Aberdeen Building Consulting- 400 Pleasant PI Bay Shore,NY 11706 Pa e 8 System 1 1st%Bsmt Summary.Loads : ,.�.,: Area" Sem Send""' Total ®escri tion ; 'y GQuan Leo_ss Gain„,; ,;.,' Gaip Gain, H: Glazing-.28/.32, u-value 0.28, SHGC 0.32 J17 318 0 327 327 H1: Glazing-.28/.32, u-value 0.28, SHGC 0.32 6 111 0 114 114 Slider: Glazing-.28/.32, u-value 0.28, SHGC 0.32 118 2,213 0 2,279 2,279 Al: Glazing-.28/.32, u-value 0.28, SHGC 0.32 19.7 370 0 555 555 J: Glazing-.28/.32, u-value 0.28, SHGC 0.32 53 996 0 1,928 1,928 B: Glazing-.28/.32, u-value 0.28, SHGC 0.32 94.9 1,782 0 1,721 1,721 K: Glazing-.28/.32, u-value 0.28, SHGC 0.32 15 280 0 185 185 F: Glazing-.28/.32, u-value 0.28, SHGC 0.32 14 262 0 269 269 Basic R5 door: Door-R5 Door 69.3 930 0 457 457 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1142.6 5,206 0 2,417 2,417 R10:Wall-Frame, Custom, R27 Flash &Batt 2x6 1259.7 8,441 0 3,917 3,917 22A-ph: Floor-Slab on grade, No edge insulation, no 171 15,558 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 36,467 0 14,169 14,169 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,344 470 887 1,357 Infiltration:Winter CFM: 198, Summer CFM: 102 14,554 2,267 2,466 4,733 Ventilation:Winter CFM:0, Summer CFM: 0 0 0 0 0 System 1 1 st/Bsmt Load Totals:. 54,365 3,737 18,672 22,409 Check Fi ru es �', Supply CFM: 851 CFM Per Square ft.: 0.273 Square ft. of Room Area: 3,115 Square ft. Per Ton: 1,501 Volume (ft3) (Above Grade): 26,649 Volume (ft3) (Total): 26,649 �S.stem Loads. �. � ,,' "•� 3` ;��'". Total Heating Required Including Ventilation Air: 54,365 Btuh 54.365 MBH Total Sensible Gain: 18,672 Btuh 83 % Total Latent Gain: 3,737 Btuh 17 % Total Cooling Required Including Ventilation Air: 22,409 Btuh 1.87 Tons (Based On Sensible+ Latent) 2.07 Tons (Based On 75%Sensible Capacity) b" �;a' y 13, t F r S w«, t. .� .E r"= t e °.`a...,.- {',.,4 ., t' }-a* R1-I.. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 4.00 Pleasant PI Bay Shore,NY 11706 Page 9 System 2 2nd SummaryLoads TV Componert„; , ' ;r Area, +° _ Send 4°qA Lat Sear z° ,Total. Descr+ t+on � Q_uan L �.,�_.� ,_ .�_, �,, oss ,,Gam Ga+n -Gain: G1: Glazing-.28/.32, u-value 0.28, SHGC 0.32 39.8 747 0 768 768 A: Glazing-.28/.32, u-value 0.28, SHGC 0.32 67.4 1,265 0 1,308 1,308 I: Glazing-.28/.32, u-value 0.28, SHGC 0.32 77.3 1,450 0 2,233 2,233 11: Glazing-.28/.32, u-value 0.28, SHGC 0.32 29.2 545 0 843 843 J-1: Glazing-.28/ .32, u-value 0.28, SHGC 0.32 15 282 0 546 546 G: Glazing-.28/.32, u-value 0.28, SHGC 0.32 39.8 747 0 1,446 1,446 R27 2x6: Wall-Frame, Custom, R27 Flash & Batt 2x6 1316.4 5,998 0 2,783 2,783 R49 Rafters: Roof/Ceiling-Roof Deck(roofing,wood, 1377.7 2,307 0 1,068 1,068 insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 13,341 0 10,995 10,995 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 89, Summer CFM:48 6,535 1,054 1,147 2,201 Ventilation:Winter CFM: 0, Summer CFM:0 0 0 0 0 System 2 2nd Load Totals: 19,876 1,054 12,142 13,196 "ClieckIFj cures i'"' ' ° ; .':: " "; Supply CFM: 553 CFM Per Square ft.: 0.402 Square ft. of Room Area: 1,378 Square ft. Per Ton: 1,021 Volume (ft3) (Above Grade): 12,400 Volume (ft3) (Total): 12,399 Total Heating Required Including Ventilation Air: 19,876 Btuh 19.876 MBH Total Sensible Gain: 12,142 Btuh 92 % Total Latent Gain: 1,054 Btuh 8 % Total Cooling Required Including Ventilation Air: 13,196 Btuh 1.10 Tons (Based On Sensible+ Latent) 1.35 Tons (Based On 75%Sensible Capacity) ! i��^�;' "�..zk;,-. +. q�;ti+,,: �,, ',¢;i• a ,aa Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,'Inc. Aberdeen Building Consulting 400 Pleasant PI. Bay Shore,-NY 11706 Page 10 S stern.3 Bonus Room Mini-split Su► chary Loads I'Com one_nt,''. ' ,' :';°ri.'.,.�K F" ' �; ;: v a w. ..yy, p - r ;.� ' -, Are - Sen- 'Sen� ", 'Total'' Quan �,LossGa_inv_Gain �Gains C: Glazing-.28/.32, u-value 0.28, SHGC 0.32 72.5 1,362 0 894 894 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 766.7 3,493 0 1,622 1,622 R49 Rafters: Roof/Ceiling-Roof Deck(roofing,wood, 596 998 0 462 462 insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 5,853 0 2,978 2,978 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 38, Summer CFM:21 2,826 456 496 952 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 3 Bonus Room Mini-split Load Totals: 8,679 456 3,474 3,930 Cheek Fi ures: w ': ,Y'. ` rx,: ,. ,�. ,,, V.P� - rA� i. Supply CFM: 158 CFM Per Square ft.:Y 0.266 Square ft. of Room Area: 596 Square ft. Per Ton: 1,544 Volume (ft3) (Above Grade): 5,364 Volume (ft3) (Total): 5,364 Total Heating Required Including Ventilation Air: 8,679 Btuh 8.679 MBH Total Sensible Gain: 3,474 Btuh 88 % Total Latent Gain: 456 Btuh 12 % Total Cooling Required Including Ventilation Air: 3,930 Btuh 0.33 Tons (Based On Sensible+ Latent) 0.39 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 11 System 1 1st/Bsmt Bar Graph 20,000 15,000 System 1 1st / 10,000 Bsmt Loss 54,365 Btuh 5,000 0 - - Floor 29% Glass 12% Ductwork 6% Wall 25% Door 2% Infiltration 27% 8,000 6,000 System 1 1st / 4,000 Bsmt Gain 22,409 Btu 2,000 0 Wall 28% Door 2% Ductwork 6% Glass 33% People 10% Infiltration 21% Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,irm. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 _ Page 12 System 2 2nd Bar Graph 8,000 6,000 System 2 2nd 4,000 Loss 19,876 Btu h 2,000 0 -- - Roof 12% Wall 30% Glass 25% Infiltration 33% 8,000 6,000 System 2 2nd 4,000 Gain 13,196 Btu h 2,000 0 Roof 8% Wall 21% Glass 54% Infiltration 17% Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,lnc.� Aberdeen Building Consulting 400 Pleasant PI Bay Shore NY 11706 Page 13 System 3 Bonus Room Mini-split Bar Graph 4,000 3,000 System 3 Bonus Room 2,000 Mini-split Loss 8,679 Btuh 1 ,000 0 Roof 11% Wall 40% Glass 16% Infiltration 33% 2,000 1 ,500 System 3 Bonus Room 1 ,000 Mini-split Gain 3,930 Btuh 500 0 Roof 12% Wall 41% Glass 23% Infiltration 24% Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC'Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 14 Equipment Data = System 1--:1st/Bs►rit Cooling System Type: Standard Air Conditioner Outdoor Model: CA17NA036***B* Indoor Model: CSPH*4212AL* Tradename: PERFORMANCE 17 AC 2-STAGE Outdoor Manufacturer: CARRIER AHRI Reference No.: 10452282 Nominal Capacity: 36000 Adjusted Capacity: 36000 Adjusted Sensible Capacity: 27000 Adjusted Latent Capacity: 9000 Efficiency: 16 SEER Heating System Type: Natural Gas Boiler Model: BW BAAN000070 Tradename: BRYANT,CARRIER Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Boiler Capacity: 57000 Efficiency: 82 AFUE Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Ba .Share,NY 11706 - Page 15 Equipment Data - System 2 - 2nd Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABB324ABN35 Indoor Model: H,PE31(1,2)24+TXV+TD Outdoor Manufacturer: CARRIER Indoor Manufacturer: ADP AHRI Reference No.: 10579118 Nominal Capacity: 23000 Adjusted Capacity: 23000 Adjusted Sensible Capacity: 17250 Adjusted Latent Capacity: 5750 Efficiency: 13 SEER Heating System Type: Natural Gas Boiler Model: BW BAAN000045AAAA Tradename: CARRIER Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Boiler Capacity: 37000 Efficiency: 82 AFUE Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 16 Equipment Data- System 3"- Bonus Room Mini-split Cooling System Type: Air Source Heat Pump Outdoor Model: AOU15RLFFH Indoor Model: AOU15RLFFH Outdoor Manufacturer: FUJITSU Description: Air Source Heat Pump AHRI Reference No.: 6937311 Nominal Capacity: 14200 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 13500 Adjusted Latent Capacity: 4500 Efficiency: 20.3 SEER Heating System Type: Air Source Heat Pump Model: AOU15RLFFH Manufacturer: FUJITSU Description: Air Source Heat Pump Capacity: 18000 Efficiency: 11 HSPF Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 17 Manual S Performance Data --S stem 1 1st/Bsmt Loads and.DesignConditioris, ':: } Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 18,672 Outdoor Wet Bulb: 71 Latent Gain: 3,737 Indoor Dry Bulb: 68 Total Gain: 22,409 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 5 Sensible Loss: 54,365 Indoor Dry Bulb: 72 Entering Dry Bulb: 72.0 Indoor RH: 30 Supply Airflow: 708 E''ui`rnen P rfor:`m n ©a at semi©xsi`;nr« W; `': :; "':. -�" ', ; i .' `': t" e a ce � ta $S t_lye Coiitlitions:,: =;a ;. .�5_ I, � �,k � r Cooling: Model Type: Standard Air Conditioner, Model: CA17NA036***B*+CSPH*4212AL*, Nominal Capacity: 36,000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 27,000 18,672 145% Latent Capacity: 9,000 3,737 241% Total Capacity: 36,000 22,409 161% Heating: Model Type: Natural Gas Boiler, Model: BWBAAN000070, Nominal Capacity: 57,000, Manufacturer:CARRIER CORPORATION Results: Percent Load of Load Heating Capacity: 57,000 54,365 105% Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 18 Manual S.Performance Data - S stem 2 - 2nd Loads aril"©esi`i kCoi, tioiis ` ^" "� 9 . Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 12,142 Outdoor Wet Bulb: 71 Latent Gain: 1,054 Indoor Dry Bulb: 68 Total Gain: 13,196 Indoor RH: 50 Load SHR: 0.92 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 5 Sensible Loss: 19,876 Indoor Dry Bulb: 72 Entering Dry Bulb: 72.0 Indoor RH: 30 Supply Airflow: 259 E`ui ment Performance Data at S";stem D'esi§761 onditiCs ; : ` y 11 Cooling: Model Type: Standard Air Conditioner, Model:24ABB324ABN35+H,PE31(1,2)24+TXV+TD, Nominal Capacity: 23,000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 17,250 12,142 142% Latent Capacity: 5,750 1,054 546% Total Capacity: 23,000 13,196 174% Heating: Model Type: Natural Gas Boiler, Model: BWBAAN000045AAAA, Nominal Capacity: 37,000, Manufacturer: CARRIER CORPORATION Results: Percent Load of Load Heating Capacity: 37,000 19,876 186% Tuesday,June 08,2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 19 Manual-S.Performance.Data = System 3.'=Bonus• Room-Mini-split =- Loadsband Desi n Conditions : ' ' .:f;: .,. ` Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 3,474 Outdoor Wet Bulb: 71 Latent Gain: 456 Indoor Dry Bulb: 68 Total Gain: 3,930 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 5 Sensible Loss: 8,679 Indoor Dry Bulb: 72 Entering Dry Bulb: 72.0 Indoor RH: 30 Supply Airflow: 113 kE'"ui'"meat Perfi rinance Data at S stem ©esi n Conditio41,t Cooling: Model Type:Air Source Heat Pump, Model:AOUI5RLFFH+AGUI5RLF, Nominal Capacity: 14,200, Manufacturer: FUJITSU Interpolation Results: Percent Load of Load Sensible Capacity: 13,500 3,474 389% Latent Capacity: 4,500 456 987% Total Capacity: 18,000 3,930 458% Heating: Model Type:Air Source Heat Pump, Model:AOUI5RLFFH, Nominal Capacity: 18,000, Manufacturer: FUJITSU Results: Percent Load of Load Heating Capacity: 18,000 8,679 207% Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 20 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 7,000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . ....... .... .. . .. .. . .. 6,000 ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5,000 .... ... ...... . .. ....... . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4,000 .... . . . . .. . . . . . .. . . ... . . ... .. ..... . . . ...... . . . . . . . .. ....... ...... 3,000 ........... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... . . . ... ... . . . . . . . . . . . . 1,000 ..... . . .. . . . ... .. . . . .... 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— 1st R Kitchen(55%4 —!— 1 st FI Great Room/ Dining Room(43%4 --� 1st FI Mudroom/ Bathroom/ Laundry(0%4 —�— 1 st FI Farnily Room(43%4 —"f— 1 st Floor Office(37%4 Bsmt Rec Room Plus Octagon(320/4 Bsmt Gym(141/4 ❑ Bsmt Mech/ Storage(50%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 21 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 5,000 ..... . ........ .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . . . ...... . ... . . . . .. 4,000 .. .. ........... . ......... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .... 3,000 ............. . . . .. . . . . . . . . . . . . . ... . . . ...... . . . . . ................... ..... ... . . . . . .. ...... 2,000 ..... ...... . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . .. .. . . . . . . ....... .. . ....... 1,000 .................. . . ....... . . ....... . .. ...... . . . . . . . . . . . . . . . . . . . . . . . .. . ........... . ............ . 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —t— 2nd R Master Bedroom/ Bathroom(53%4 2nd FI Sitting Room/ Shower(82%1 2nd R Bedroom#2 / Closets(751/4 —�--- 2nd R Walk-in/ Bathroom 4/ Hallway(0%4 2nd FI Bedrooms 3&4/ Bathroom 5(24%4 2nd R Hallway To Bedroom 5(09/d Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 22 System 3 - Hourly Room Net Gain System 3 Hourly Room Net Gain 4,300 ............... . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . .. . . .. . . . .. . . .. . 4,200 .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . 4,100 .... ....... ..... . . . . . .. . . . . . . . I . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... ... .. .. . .. . . . . . . . .. . . . . . 4,000 ............. .. . ........ ...... .. . ....... . ............ .. .......... ...... ..... ... .......... . t 3 m C N Z3,900 .................. ........ . .......................... . . . ...... . . . .... .. ..... . . . .... ....... .... . 3,800 .. ......... ..................... ......... ..................... ................. ........... ..... 3,700 ..... .................. . ........ . .. ...... . ..................... ......... . . ................ ..... 3,600 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— 2nd Fl Bedroom 5(23% Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 23 System 1;Zone 1_Summary Loads-(Average Load:Procedurekr Rooms) Compgneiit•; �4A�ea r *.' =" Seri; } L"at Sen T6tair: Descn_tsonL „, Q`uangsss.� in Gain Gain H: Glazing-.28/.32, u-value 0.28, SHGC 0.32 17 318 0 327 327 H1: Glazing-.28/.32, u-value 0.28, SHGC 0.32 6 111 0 114 114 Slider: Glazing-.28/.32, u-value 0.28, SHGC 0.32 118 2,213 0 2,279 2,279 Al: Glazing-.28/.32, u-value 0.28, SHGC 0.32 19.7 370 0 555 555 J: Glazing-.28/.32, u-value 0.28, SHGC 0.32 53 996 0 1,928 1,928 B: Glazing-.28/ .32, u-value 0.28, SHGC 0.32 94.9 1,782 0 1,721 1,721 K: Glazing-.28/.32, u-value 0.28, SHGC 0.32 15 280 0 185 185 F: Glazing-.28/.32, u-value 0.28, SHGC 0.32 14 262 0 269 269 Basic R5 door: Door-R5 Door 69.3 930 0 457 457 R27 2x6: Wall-Frame, Custom, R27 Flash & Batt 2x6 1142.6 5,206 0 2,417 2,417 R10: Wall-Frame, Custom, R27 Flash & Batt 2x6 1259.7 8,441 0 3-1917 3,917 22A-ph: Floor-Slab on grade, No edge insulation, no 171 15,558 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 36,467 0 14,169 14,169 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,340 0 887 887 Infiltration:Winter CFM: 198, Summer CFM: 102 14,554 2,267 2,466 4,733 System 1, Zone 1 Load Totals: 54,361 3,267 18,672 21,939 Check1Fi ures Supply CFM: 851 CFM Per Square ft.: 0.273 Square ft. of Room Area: 3,115 Square ft. Per Ton: 1,550 Volume (ft3) (Above Grade): 26,649 Volume (ft3) (Total): 26,649 YZone Loads Total Heating Required: 54,361 Btuh 54.361 MBH Total Sensible Gain: 18,672 Btuh 85 % Total Latent Gain: 3,267 Btuh 15 % Total Cooling Required: 21,939 Btuh 1.83 Tons (Based On Sensible+ Latent) 2.01 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residentiaf&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen'Building Consulting 400 Pleasant PI Bay Shore,NY_11706 Page 24 $ stem 2, Zone 1_summary Loads'(Average:Load Procedure-for Rooms) ' . Component ., .t: ,.• .; Area't _ Ser1 7:.:,�y.;rLat =Bert � � 4WOs � •_.�:•'. � ���"�� ��,;• 'cri tion � 'n uart �LosGairi Gain ,� Gain G1: Glazing-.28/.32, u-value 0.28, SHGC 0.32 39.8 747 0 768 768 A: Glazing-.28/.32, u-value 0.28, SHGC 0.32 67.4 1,265 0 1,308 1,308 I:Glazing-.28/.32, u-value 0.28, SHGC 0.32 77.3 1,450 0 2,233 2,233 li: Glazing-.28/.32, u-value 0.28, SHGC 0.32 29.2 545 0 843 843 J-1: Glazing-.28/.32, u-value 0.28, SHGC 0.32 15 282 0 546 546 G: Glazing-.28/ .32, u-value 0.28, SHGC 0.32 39.8 747 0 1,446 1,446 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1316.4 5,998 0 2,783 2,783 R49 Rafters: Roof/Ceiling-Roof Deck(roofing,wood, 1377.7 2,307 0 1,068 1,068 insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 13,341 0 10,995 10,995 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 89, Summer CFM:48 6,535 1,054 1,147 2,201 System 2, Zone 1 Load Totals: 19,876 1,054 12,142 13,196 Check IF,•ures _w ` - "" i' W Supply CFM: 553 CFM Per Square ft.: 0.402 Square ft. of Room Area: 1,378 Square ft. Per Ton: 1,021 Volume (W) (Above Grade): 12,400 Volume (W) (Total): 12,399 Zone Loadsrd a + Total Heating Required: 19,876 Btuh -19.876 MBH Total Sensible Gain: 12,142 Btuh 92 % Total Latent Gain: 1,054 Btuh 8 % Total Cooling Required: 13,196 Btuh 1.10 Tons (Based On Sensible+Latent) 1.35 Tons (Based On 75%Sensible Capacity) Notes 0' 4*"" «�. " Rhvac is an ACCA approved Manual'J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential'&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 25 System 3, Zone 1-Summary Loads (Average Load.Procedure for Rooms) I a rz :: x Area om orient "° ~ < w: 7 1``° ,p. 'F'; ;t xca %'c ',t.' r :' Sep,' y� 3t � 1.5elil"" t . .. rDescri _;tion' Quan _Loss,W"iii'n "MUM C: Glazing-.28/.32, u-value 0.28, SHGC 0.32 72.5 1,362 0 894 894 R27 2x6:Wall-Frame, Custom,-R27 Flash &Batt 2x6 766.7 3,493 0 1,622 1,622 R49 Rafters: Roof/Ceiling-Roof Deck(roofing, wood, 596 998 0 462 462 insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 5,853 0 2,978 2,978 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:38, Summer CFM:21 2,826 456 496 952 System 3,Zone 1 Load Totals: 8,679 456 3,474 3,930 I''Cfieci 'Fi e.g.--t `n =. ,' �,�^«; r'r..` ;,�. �":sa3�b• :s�;•w- ,,x Supply CFM: 158 CFM Per Square ft.: 0.266 Square ft. of Room Area: 596 Square ft. Per Ton: 1,544 Volume (ft3) (Above Grade): 5,364 Volume (ft3) (Total): 5,364 Total Heating Required: 8,679 Btuh y8.679 MBH Total Sensible Gain: 3,474 Btuh 88 % Total Latent Gain: 456 Btuh 12 % Total Cooling Required: 3,930 Btuh 0.33 Tons (Based On Sensible+ Latent) 0.39 Tons (Based On 75%Sensible Capacity) Notes;:,. +. ,5 - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 26 System 1, Zone 1 Bar Graph 20,000 15,000 System 1, Zone 10,000 1 Loss 54,361 Btuh 5,000 0 Floor 29% Glass 12% Ductwork 6% Wall 25% Door 2% Infiltration 27% 8,000 6,000 System 1 , Zone 4,000 1 Gain 21 ,939 Btuh 2,000 0 Wall 29% Door 2% Ductwork 4% Glass 34% People 10% Infiltration 22% Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Pa a 27 System 2, Zone 1 Bar Graph - 8,000 6,000 System 2, Zone 1 4,000 Loss 19,876 Btuh 2,000 0 Roof 12% Wall 30% Glass 25% Infiltration 33% 8,000 6,000 System 2, Zone 1 4,000 Gain 13,196 Btuh 2,000 0 -- Roof 8% Wall 21% Glass 54% Infiltration 17% Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant Pt Bay Shore,NY 11706 Page 28 System 3, Zone 1 Bar Graph 4,000 3,000 System 3, Zone 1 2,000 Loss 8,679 Btuh 1,000 0 Roof 11% Wall 40% Glass 16% Infiltration 33% 2,000 1,500 System 3, Zone 1 1 ,000 Gain 3,930 Btuh 500 0 Roof 12% Wall 41% Glass 23% Infiltration 24% Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 29 I'Detailed Room- loads-- Room . 7 .1st F1 Kitchen (Average Load Procedure) j -M Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 22.3 ft. Zone Number: 1 Area: 189.1 sq.ft. Supply Air: 117 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 1,702 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 58 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 669 ft./min. Percent of Supply: 0 % Runout Air Velocity: 669 ft./min. Actual Winter Infil.: 25 CFM Actual Loss: 0.508 in.wg./I 00 ft. Actual Summer Infil.: 13 CFM �Ite, , Area -U- I . - Sen - I i-ti. an t Loss HTM_ Gain Gain NOR S-Wall-R27 2x6 22.2 X 9 119.8 0.068 4.6 546 2.1 0 253 E-Wall-R27 2x6 8.5 X 9 76.5 0.068 4.6 349 2.1 0 162 W -Wall-R27 2x6 8.5 X 9 76.5 0.068 4.6 349 2.1 0 162 S-GIs-H shgc-0.32 O%S (3) 17 0.280 18.8 318 19.3 0 327 S-GIs-Hl shgc-0.32 O%S (3) 6 0.280 18.8 ill 19.1 0 114 S-GIs-Slider shgc-0.32 O%S 48 0.280 18.8 900 19.3 0 927 S-GIs-Al shgc-0.32 O%S 9.5 0.280 18.8 179 19.3 0 184 Subtotals for Structure: 2,752 0 2,129 Infil.:Win.:24.9, Sum.: 12.8 353 5.180 1,830 0.878 285 310 Ductwork: 300 122 Room Totals: 4,882 285 2,561 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 30 Detailed-Room Loads - Room 2 - .1st FI Great Room/Dining-Room (Average Load Procedure). Calculation Mode: Htg. &clg. �- Occufrrences: 1 Room Length: 19.5 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 975.0 sq.ft. Supply Air: 204 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 8,775 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 102 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 519 ft./min. Percent of Supply: 0 % Runout Air Velocity: 519 ft./min. Actual Winter Infil.: 28 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 15 CFM Item Area -lJ- Htg Sen Clg Lat Sen Descri tion Q_uan,tit Value HTM Loss HTM-. Gain Gain E-Wall-R27 2x6 19.5 X 9 122.5 0.068 4.6 558 2.1 0 259 W -Wall-R27 2x6 11 X 9 88.8 0.068 4.6 405 2.1 0 188 S -Wall-R27 2x6 8.5 X 9 52.5 0.068 4.6 239 2.1 0 111 N-Wall-R27 2x6 5.3 X 9 24 0.068 4.6 109 2.1 0 51 S-Door-Basic R5 door 3 X 8 24 0.200 13.4 322 6.6 0 158 N -Door-Basic R5 door 3 X 8 24 0.200 13.4 322 6.6 0 158 E-GIs-J shgc-0.32 0%S (4) 53 0.280 18.8 996 36.4 0 1,928 W -GIs-Ai shgc-0.32 0%S 10.2 0.280 18.8 191 36.3 0 371 Subtotals for Structure: 3,142 0 3,224 Infil.:Win.: 28.1, Sum.: 14.5 399 5.180 2,067 0.877 322 350 Ductwork: 341 213 People: 200 lat/per, 230 sen/per: 3 600 690 Room Totals: 5,550 922 4,477 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 31 Detailed Room Loads - Room 3-_ 1st FI Mudroom/Bathroom/Laundry=(Average 'Load.Procedure) _ = ;General- - -- - -- — --- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.7 ft. System Number: 1 Room Width: 13.8 ft. Zone Number: 1 Area: 230.6 sq.ft. Supply Air: 44 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 2,075 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 44 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 505 ft./min. Percent of Supply: 0 % Runout Air Velocity: 505 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.292 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item AreaHtg Sen Cl9 Lat Sen Descrj•tion Quantity Value HTM Loss I M§jEjNLMin Gain W -Wall-R27 2x6 16.7 X 9 128.7 0.068 4.6 586 2.1 0 272 N-Wall-R27 2x6 14 X 9 126 0.068 4.6 574 2.1 0 266 W -Door-Basic R5 door 2.7 X 8 21.3 0.200 13.4 286 6.6 0 141 Subtotals for Structure: 1,446 0 679 Infil.:Win.: 19.5, Sum.: 10.0 276 5.181 1,430 0.877 223 242 Ductwork: 188 46 Room Totals: 3,064 223 967 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting. 400 Pleasant PI Bay Shore,NY 11706 Page 32 Detailed Room Loads --Rooin 4 =Jst R.Family-Room Average Load-Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 16.8 ft. Zone Number: 1 Area: 201.0 sq.ft. Supply Air: 118 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,809 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 675 ft./min. Percent of Supply: 0 % Runout Air Velocity: 675 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.517 in.wg./100 ft. Actual Summer Infil.: 9 CFM Itern 'K°Area' - r"�`U- Htg Sen Clg Lahr �' Senn D.escri tion _ Quantit,a �<t; r.U,alue,,, HT�M Loss HIM Gain _ . Gain, N -Wall-R27 2x6 16.8 X 9 107.6 0.068 4.6 490 2.1 0 228 E-Wall-R27 2x6 12 X 9 85 0.068 4.6 387 2.1 0 180 N -GIs-B shgc-0.32 100%S (3) 43.1 0.280 18.8 810 12.3 0 531 E-GIs-B shgc-0.32 0%S (2) 23 0.280 18.8 432 36.3 0 836 Subtotals for Structure: 2,119 0 1,775 Infil.:Win.: 18.2, Sum.:9.4 259 5.183 1,341 0.877 209 227 Ductwork: 227 123 People: 200[at/per, 230 sen/per: 2 400 460 Room Totals: 3,687 609 2,585 Tuesday,June 08,2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400-Pleasant PI Ba Shore;NY 11706 Page 33 Oetailed Room Loads - Room 5--.1st Floor. Office. A.verage.Load Procedure : - ::{i" aY 1'{'•eC`h%�ti R i.w � A- ��.l..v 't [.•. "f, ` �.:. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.6 ft. System Number: 1 Room Width: 11.7 ft. Zone Number: 1 Area: 135.1 sq.ft. Supply Air: 37 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 1,216 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 37 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 429 ft./min. Percent of Supply: 0 % Runout Air Velocity: 429 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.212 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item'`°"" " "' Area -lJ- Htg =` j` n Clg' Lat Sen Des¢n do .• ,. QuanLtit Val-ue H �;:r ;,:Loss „ Y H�T�M Gain Gain N -Wall-R27 2x6 11.7 X 9 76.3 0.068 4.6 347 2.1 0 161 W -Wall-R27 2x6 6.5 X 9 58.5 0.068 4.6 267 2.1 0 124 N -GIs-B shgc-0.32 100%S (2) 28.8 0.280 18.8 540 12.3 0 354 Subtotals for Structure: 1,154 0 639 Infil.: Win.: 11.5, Sum.: 5.9 164 5.180 847 0.881 132 144 Ductwork: 131 39 Room Totals: 2,132 132 822 Tuesday,June 08,2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 34 Detailed Room Loads - Room 13 - Bsmt Rec Room.P/us.Odagon.(Average Load - Procedur-e Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 850.0 sq.ft. Supply Air: 180 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 6,800 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 90 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 459 ft./min. Percent of Supply: 0 % Runout Air Velocity: 459 ft./min. Actual Winter Infil.: 46 CFM Actual Loss: 0.137 in.wg./100 ft. Actual Summer Infil.: 23 CFM Item Area -U- Htg Sen Clg Lrat J111111Sen Descri tion Q_uanti Value HTM Loss HTM Gain, Gain S-Wall-R10 26.8 X 8 144.7 0.100 6.7 969 3.1 0 450 W -Wall-R10 18.5 X 8 148 0.100 6.7 992 3.1 0 460 SW-Wall-R10 3.5 X 8 28 0.100 6.7 188 3.1 0 87 SE-Wall-R10 3.5 X 8 28 0.100 6.7 188 3.1 0 87 NE-Wall-R10 3.5 X 8 28 0.100 6.7 188 3.1 0 87 E-Wall-R10 19.6 X 8 156.7 0.100 6.7 1,050 3.1 0 487 N-Wall-R10 5.3 X 8 36.7 0.100 6.7 246 3.1 0 114 N-GIs-K shgc-0.32 100%S (2) 6 0.280 18.8 112 12.3 0 74 S-GIs-Slider shgc-0.32 0%S 70 0.280 18.8 1,313 19.3 0 1,352 Floor-22A-ph 81 ft..Per. 81 1.358 91.0 7,370 0.0 0 0 Subtotals for Structure: 12,616 0 3,198 Infil.:Win.:45.5, Sum.:23.5 646 5.181 3,347 0.878 521 567 Ductwork: 1,045 188 Room Totals: 17,008 521 3,953 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 35 Detaddd_Room Loads Room - 4-= Bs int G :m.(Average Load Procedure taeneralk^:,Y- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 174.0 sq.ft. Supply Air: 73 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 1,392 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 73 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 533 ft./min. Percent of Supply: 0 % Runout Air Velocity: 533 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.237 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen' Clg Lat Sen Descri_tion Quantity Value HTLM Loss H1TM Gain Gain S-Wall-R10 14 X 8 98 0.100 6.7 657 3.1 0 305 N -Wall-R10 14 X 8 112 0.100 6.7 750 3.1 0 348 W -Wall-R10 12.6 X 8 100.7 0.100 6.7 674 3.1 0 313 S-GIs-F shgc-0.32 0%S 14 0.280 18.8 262 19.3 0 269 Floor-22A-ph 41 ft..Per. 41 1.358 91.0 3,730 0.0 0 0 Subtotals for Structure: 6,073 0 1,235 Infil.: Win.: 22.9, Sum.: 11.8 325 5.181 1,682 0.878 262 285 Ductwork: 508 76 Room Totals: 8,263 262 1,596 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 36 Detailed-RoomLoads - Room -15-- Bsrnt Mech/Storage (Average.Load Procedure General .wt:•fi „� "; ^, :: .� i+a�i i.ai.� aav .t• _ .t.`".'!,t o:+`�:f�Y,'.: ..� ,: .�L'i4"'."F,-�F'�'y��.i,e_}�1, .• 'Ts Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 30.0 ft. Zone Number: 1 Area: 360.0 sq.ft. Supply Air: 78 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 2,880 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 572 ft./min. Percent of Supply: 0 % Runout Air Velocity: 572 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.273 in.wg./100 ft. Actual Summer Infil.: 14 CFM Item �ATea -lJ= Htg Sen Clg LPat Sen Descri tion Q-uamtit Value HTM Loss HTM Gain 121AINGain W -Wall-R10 6.5 X 8 52 0.100 6.7 348 3.1 0 162 E-Wall-R10 12 X 8 96 0.100 6.7 643 3.1 0 299 N-Wall-R10 30 X 8 231 0.100 6.7 1,548 3.1 0 718 N-GIs-K shgc-0.32 100%S (3) 9 0.280 18.8 168 12.3 0 111 Floor-22A-ph 49 ft..Per. 49 1.358 91.0 4,458 0.0 0 0 Subtotals for Structure: 7,165 0 1,290 Infil.: Win.: 27.3, Sum.: 14.1 388 5.180 2,010 0.879 313 341 Ductwork: 601 81 Room Totals: 9,776 313 1,712 Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC.Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 37 Detailed Room Loads'--Room 6 - 2nd-FI-Master Bedroom/Bathroom (Average Load Procedure) Genera_I Calculation g g on Mode: Ht &cl Occurrences:_ 1 Room Length: 11.9 ft. System Number: 2 Room Width: 26.8 ft. Zone Number: 1 Area: 318.8 sq.ft. Supply Air: 118 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 2,869 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 677 ft./min. Percent of Supply: 0 % Runout Air Velocity: 677 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.521 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Wtg Sen � Clg Lat Sen Descri tion Quantit Ualue HTM Loss HTjM Gain Gain S-Wall-R27 2x6 26.8 X 9 201 0.068 4.6 916 2.1 0 425 W -Wall-R27 2x6 11.9 X 9 87.5 0.068 4.6 399 2.1 0 185 S-GIs-G1 shgc-0.32 0%S (3) 39.8 0.280 18.8 747 19.3 0 768 W -GIs-A shgc-0.32 0%S (2) 19.7 0.280 18.8 370 36.4 0 718 UP-Roof-R49 Rafters 11.9 X 26.8 318.8 0.025 1.7 534 0.8 0 247 Subtotals for Structure: 2,966 0 2,343 Infil.:Win.: 19.5, Sum.: 10.4 348 4.124 1,435 0.724 231 252 Ductwork: 0 0 Room Totals: 4,401 231 2,595 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting .400 Pleasant PI Bay Shore,NY 11706 Page 38 Detailed Room Loads -Room 7 2nd FI Sitting.Room I Shower(Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 159.0 sq.ft. Supply Air: 165 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.9 AC/hr Volume: 1,431 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 82 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 604 ft./min. Percent of Supply: 0 % Runout Air Velocity: 604 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.303 in.wg./100 ft. Actual Summer Infil.: 7 CFM Iterm Area -lJ- Htg Sen Clg Lat Sen Descri•tion Quantity Value HTM LossEotfflal Gain Gain SW-Wall-R27 2x6 3.5 X 9 �10.2 0.068 4.6 47 2.1 0 22 SE-Wall-R27 2x6 3.5 X 9 10.2 0.068 4.6 46 2.1 0 22 NE-Wall-R27 2x6 3.5 X 9 10.2 0.068 4.6 46 2.1 0 22 S-Wall-R27 2x6 5 X 9 23.7 0.068 4.6 108 2.1 0 50 E-Wall-R27 2x6 5 X 9 23.7 0.068 4.6 108 2.1 0 50 E-Wall-R27 2x6 4.5 X 9 40.5 0.668 4.6 185 2.1 0 86 SW-GIs-1 shgc-0.32 0%S 15.5 0.280 18.8 290 31.4 0 485 SW-GIs-11 shgc-0.32 0%S 5.8 0.280 18.8 109 31.4 0 183 SE-GIs-1 shgc-0.32 O%S 15.5 0.280 18.8 290 31.4 0 485 SE-GIs-11 shgc-0.32 0%S 5.8 0.280 18.8 109 31.4 0 183 NE-GIs-1 shgc-0.32 0%S 15.5 0.280 18.8 290 26.0 0 402 NE-GIs-11 shgc-0.32 0%S 5.8 0.280 18.8 '109 26.1 0 152 S-GIs-1 shgc-0.32 0%S 15.5 0.280 18.8 290 19.3 0 299 S-GIs-11 shgc-0.32 0%S 5.8 0.280 18.8 109 19.4 0 113 E-GIs-1 shgc-0.32 0%S 15.5 0.280 18.8 290 36.4 0 562 E-GIs-11 shgc-0.32 0%S 5.8 0.280 18.8 109 36.3 0 212 UP-Roof-R49 Rafters 1 X 159 159 0.025 1.7 266 0.8 0 123 Subtotals for Structure: 2,801 0 3,451 Infil.:Win.: 12.6, Sum.:6.7 225 4.124 928 0.724 150 163 Ductwork: 0 0 Room Totals: 3,729 150 3,614 Tuesday,June 08, 2021, 9:56 AM Rhvac--Residential&Light Commercial HVAC Loads Elite Software Development',Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 39 Detailed_Room Loads. Roorrm 8 - 2nd Fl Bedroom #2. %Closets (Average Load Procedure). : = _ _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 14.5 ft. Zone Number: 1 Area: 217.5 sq.ft. Supply Air: 116 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 1,958 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 58 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 666 ft./min. Percent of Supply: 0 % Runout Air Velocity: 666 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.504 in.wg./100 ft. Actual Summer Infil.: 5 CFM Area -U- F"itg" "`s' Sen ClgLat.W- e �Descri tion a4 ,Quantity Value H_ lfM .Loss. HTMain Gain E-Wall-R27 2x6 14.5 X 9 75.7 0.068 4.6 345 2.1 0 160 N -Wall-R27 2x6 5.3 X 9 48 0.068 4.6 219 2.1 0 102 E -GIs-J-1 shgc-0.32 0%S (3) 15 0.280 18.8 282 36.4 0 546 E-GIs-G shgc-0.32 0%S (3) 39.8 0.280 18.8 747 36.4 0 1,446 UP-Roof-R49 Rafters 15 X 14.5 217.5 0.025 1.7 364 0.8 0 169 Subtotals for Structure: 1,957 0 2,423 Infil.:Win.: 10.0, Sum.: 5.4 178 4.123 736 0.723 119 129 Ductwork: 0 0 Room Totals: 2,693 119 2,552 Tuesday,June 08,2021, 9:56 AM Rhvac--Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting = '400 Pleasant PI Bay Shore,NY 11706 Page 40 Detailed Room Loads- - Room 9 - 2nd-FI Walk-in%-Bathroom.4./Hallway(Average .' Load:Procedure) k- Calculation Mode:A ..Htg. &clg. Occurrences: 1 Room Length: 14.6 ft. System Number: 2 Room Width: 18.8 ft. Zone Number: 1 Area: 273.4 sq.ft. Supply Air: 22 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 2,461 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 22 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 252 ft./min. Percent of Supply: 0 % Runout Air Velocity: 252 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.074 in.wg./100 ft. Actual Summer Infil.: 3 CFM 'Item ��� Area° y�"aS ®eseri aion LLQuantit- sUalue, . H_TM Loss H,�T�M G ain :_ :,Gain; W -Wall-R27 2x6 10.6 X 9 95.2 0.068 4.6 434 2.1 0 201 UP-Roof-R49 Rafters 14.6 X 18.8 273.4 0.025 1.7 458 0.8 0 212 Subtotals for Structure: 892 0 413 Infil.:Win.: 5.3, Sum.:2.9 95 4.126 393 0.724 63 69 Ductwork: 0 0 Room Totals: 1,285 63 482 Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen.Building Consulting 400"Pleasant PI Bay Shore,NY 11706. Page 41 Detailed.Room Loads Room .10 =-2nd Fl Bedrooms'3=& 4-/Bathroom 5 (A.verage Load--Procedure Calculation Mode: Htg. &clg. Occurrences:f 1 Room Length: 12.0 ft. System Number: 2 Room Width: 30.0 ft. Zone Number: 1 Area: 360.0 sq.ft. Supply Air: 98 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 3,240 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 98 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 498 ft./min. Percent of Supply: 0 % Runout Air Velocity: 498 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.161 in.wg./100 ft. Actual Summer Infil.: 15 CFM Item Area -14- Htg S`en Clg Lat Sen Descri tion Quantity Ualue HTM Loss HTM Gain Gain N -Wall-R27 2x6 30 X 9 222.4 0.068 4.6 1,013 2.1 0 470 E-Wall-R27 2x6 12 X 9 108 0.068 4.6 492 2.1 0 228 W -Wall-R27 2x6 12 X 9 108 0.068 4.6 492 2.1 0 228 N-GIs-A shgc-0.32 100%S (5) 47.6 0.280 18.8 895 12.4 0 590 UP-Roof-R49 Rafters 12 X 30 360 0.025 1.7 603 0.8 0 279 Subtotals for Structure: 3,495 0 1,795 Infil.:Win.: 27.3, Sum.: 14.6 486 4.123 2,004 0.724 323 352 Ductwork: 0 0 Room Totals: 5,499 323 2,147 Tuesday,June 08,2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Ba -Shore,NY 11706 Page 42 Detailed Room Loads-- Room I I'- 2nd`Fl Ha/Iway To Bedroom"5 (A-verag - .Load ' Procedure) =. %General-___ 6, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 3.5 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 49.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 441 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 34 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 393 ft./min. Percent of Supply: 0 % Runout Air Velocity: 393 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 8 CFM "Item Area -lJ- F'Itg SIR Clg Li'at Sen Descri tiQn _©uanLtity Value H�T�M Loss HTM Gain ,Gain S-Wall-R27 2x6 14 X 9 126 0.068 4.6 574 2.1 0 266 N -Wall-R27 2x6 14 X 9 126 0.068 4.6 574 2.1 0 266 UP-Roof-R49 Rafters 3.5 X 14 49 0.025 1.7 82 0.8 0 38 Subtotals for Structure: 1,230 0 570 Infil.:Win.: 14.1, Sum.: 7.6 252 4.123 1,039 0.722 168 182 Ductwork: 0 0 Room Totals: 2,269 168 752 Tuesday,June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting '400 Pleasant PI Bay Shore,NY 11706 Page 43 Detailed-Roo 'Loa-ds Room 12. 2nd Fl Bedroom 5 (Avers e:Load Procedure Generali;t��Gc'y „, :e.a 7'`^ 1� j11i1111�j1lj1j!ila1:; :kY+ ;: ,. Calculation Mode- Htg. &clg. Occurrences: 1- Room Length: 24.8 ft. System Number: 3 Room Width: 24.0 ft. Zone Number: 1 Area: 596.0 sq.ft. Supply Air: 158 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 5,364 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 79 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 580 ft./min. Percent of Supply: 0 % Runout Air Velocity: 580 ft./min. Actual Winter Infil.: 38 CFM Actual Loss: 0.281 in.wg./100 ft. Actual Summer Infil.: 21 CFM Item Area -U- Htg Sen ` Clg Lat Sen ©escri tion Quantity Value HTM Loss, HTM Gain Gain N -Wall-R27 2x6 24 X 9 143.5 0.068 4.6 654 2.1 0 303 S-Wall-R27 2x6 24 X 9 216 0.068 4.6 984 2.1 0 457 W -Wall-R27 2x6 24.8 X 9 223.5 0.068 4.6 1,018 2.1 0 473 E-Wall-R27 2x6 20.4 X 9 183.8 0.068 4.6 837 2.1 0 389 N-GIs-C shgc-0.32 100%S (3) 36.3 0.280 18.8 681 12.3 0 447 N -GIs-C shgc-0.32 100%S (3) 36.3 0.280 18.8 681 12.3 0 447 UP-Roof-R49 Rafters 24.8 X 24 596 0.025 1.7 998 0.8 0 462 Subtotals for Structure: 5,853 0 2,978 Infil.:Win.: 38.4, Sum.: 20.6 839 3.367 2,826 0.591 456 496 Ductwork: 0 0 Room Totals: 8,679 456 3,474 Tuesday,June 08,2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 44 Room Cooling and Heating Loads Bar Graphs j 1st FI Kitchen 1 st FI Great Room/Dining Room Cooling 1st FI Mudroom/Bathroom/Laundry 1 st FI Family Room 1 st Floor Office Bsmt Rec Room Plus Octagon Bsmt Gym Bsmt Mech/Storage Heating 2nd FI Master Bedroom/Bathroom 2nd FI Sitting Room/Shower 0 5,000 10,000 15,000 20,000 Btuh Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706 Page 45 Room Cooling and Heating Loads Bar Graphs 2nd FI Bedroom#2 /Closets Cooling 2nd FI Walk-in/Bathroom 4/Hallway 2nd FI Bedrooms 3&4/Bathroom 5 2nd FI Hallway To Bedroom 5 Heating 2nd FI Bedroom 5 0 2,000 4,000 6,000 8,000 10,000 Btuh Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Shore,NY 11706 Page 46 Room Cooling Loads Bar Graphs 1st FI Kitchen 1st FI Great Room/Dining Room Sensible 1st FI Mudroom/Bathroom/Laundry 1st FI Family Room 1st Floor Office Bsmt Rec Room Plus Octagon Bsmt Gym Bsmt Mech/Storage Latent 2nd FI Master Bedroom/Bathroom 2nd FI Sitting Room/Shower 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore NY 11706 Page 47, Room Cooling Loads Bar Graphs j 2nd FI Bedroom#2 /Closets Sensible 2nd FI Walk-in/Bathroom 4/Hallway 2nd FI Bedrooms 3&4/Bathroom 5 2nd FI Hallway To Bedroom 5 i Latent 2nd FI Bedroom 5 0 1,000 2,000 3,000 4,000 Btuh Tuesday, June 08, 2021, 9:56 AM �Rh'vac Residential,&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting' 400 Pleasant PI ,BayShore,NY'11706 Page 48 System.1 Room Load Summary.-- ,.. _ Min Run Run CI .-. a; <' CI r Min. Act R rn Ar"ear Sens Htg- Ducfi bdovi Seng " Lat - Clg Sys. No .Name " .SF_ - 'Btuti. - _ CFM Size 'el ' ,. Btuh`._ °Btuh CFM' CFM ---Zone 1--- 1 1 st A Kitchen 189 4,882 64 2-4 669 2,561 285 117 117 2 1 st FI Great Room 975 5,550 72 2-6 519 4,477 922 204 204 /Dining Room 3 1st FI Mudroom/ 231 3,064 40 1-4 505 967 223 44 44 Bathroom/ Laundry 4 1 st FI Family 201 3,687 48 2-4 675 2,585 609 118 118 Room 5 1 st Floor Office 135 2,132 28 1-4 429 822 132 37 37 13 Bsmt Rec Room 850 17,008 221 2-6 459 3,953 521 180 180 Plus Octagon 14 Bsmt Gym 174 8,263 108 1-5 533 1,596 262 73 73 15 Bsmt Mech/ 360 9,776 127 1-5 572 1,712 313 78 78 Storage Duct Latent 468 Return Duct 3 0 2 System 1 total 3,115 54,365 708 18,672 3,737 851 851 System 1 Main Trunk Size: 10x16 in. Velocity: 766 ft./min Loss per 100 ft.: 0.102 ill l ' Cooling Sensible'/LatentSensible`� Latent Tons. .S?lit; 1Ef " BtuFt t Btuhe Net Required: 1.87 83%/17% 18,672 3,737 22,409 Recommended: 2.07 75%/25% 18,672 6,224 24,896 Actual: 3.00 75%/25% 27,000 9,000 36,000 Heating System Cooling System w Type: Natural Gas Boiler Standard Air Conditioner Model: BW BAAN000070 CA17NA036""'B' Indoor Model: CSPH"4212AL' Brand: BRYANT,CARRIER PERFORMANCE 17 AC 2-STAGE Description: Natural Gas or Propane Boiler Efficiency: 82 AFUE 16 SEER Sound: 0 0 Capacity: 57,000 Btuh 36,000 Btuh Adjusted Capacity: n/a 36,000 Btuh Sensible Capacity: n/a 27,000 Btuh Adjusted Sensible Capacity: n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh Adjusted Latent Capacity: n/a 9,000 Btuh AHRI Reference No.: n/a 10452282 Tuesday, June 08, 2021, 9:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software-Development,Inc. Aberdeen Building Consulting 400 Pleasant PI Bay Shore,NY 11706- Pa ge 49 $ stem.2 Room Load.Summary. : : . . Min R'dn n 'Run�z CI Cf i in �a}:Pict .:. ....S,�x(.:s�gi`s,.�F- C•,r ,� :i�� i � g� � g, _°f Room AreaSens Hfg Duct D�uct�Sens; Lat Clg Sys Nor 'Name SF' ' Btuh''' ._ CFM 1Size =1/eL �Btuh Btuh FM ;+*�;CFM_ r ---Zone 1--- 6 2nd FI Master 319 4,401 57 2-4 677 2,595 231 118 118 Bedroom/ Bathroom 7 2nd FI Sitting 159 3,729 49 2-5 604 3,614 150 165 165 Room/Shower 8 2nd FI Bedroom 218 2,693 35 2-4 666 2,552 119 116 116 #2 /Closets 9 2nd FI Walk-in/ 273 1,285 17 1-4 252 482 63 22 22 Bathroom 4/ Hallway 10 2nd FI Bedrooms 360 5,499 72 1-6 498 2,147 323 98 98 3 &4/Bathroom 5 11 2nd FI Hallway To 49 2,269 30 1-4 393 752 168 34 34 Bedroom 5 System 2 total 1,378 19,876 259 12,142 1,054 553 553 System 2 Main Trunk Size: 9x13 in. Velocity: 681 ft./min Loss per 100 ft.: 0.098 in.wg Conlin S stemSQ,-r 6 " " Cooling Sensible/,MO , Sensible Latent Total Slit ONOM Btuh Net Required: 1.10 92%/8% 12,142 1,054 13,196 Recommended: 1.35 75%/25% 12,142 49047 16,189 Actual: 1.92 75%/25% 17,250 5,750 23,000 jlE Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: BW BAAN000045AAAA 24ABB324ABN35 Indoor Model: H,PE31(1,2)24+TXV+TD Brand: CARRIER Description: Natural Gas or Propane Boiler Efficiency: 82 AFUE 13 SEER Sound: 0 0 Capacity: 37,000 Btuh 23,000 Btuh Adjusted Capacity: n/a 23,000 Btuh Sensible Capacity: n/a 17,250 Btuh Adjusted Sensible Capacity: n/a 17,250 Btuh Latent Capacity: n/a 5,750 Btuh Adjusted Latent Capacity: n/a 5,750 Btuh AHRI Reference No.: n/a 10579118 Tuesday, June 08, 2021, 9:56 AM �Rhvac-`Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeeri Building Consulting 400 Pleasant PI .BayShore,'NY 11706 Page 50 $ stem'3 Room,Load Summary. 5 Htg� Min Run Run Clg . Ci' Min Act - �r Roomer Area S�etisHtg; - Duct- �;Duct �Sens LatiClg Sys_ No Name °, SF. Btuh CFM Size Vel Btuh,. • Btuh . CFM CF_M ---zone 1--- 12 2nd FI Bedroom 5 596 8,679 113 2-5 580 3,474 456 158 158 System 3 total 596 8,679 113 3,474 456 158 158 System 3 Main Trunk Size: 6x6 in. Velocity: 633 ft./min Loss per 100 ft.: 0.179 in.wg 1 Cooling System Summa Cooliia 'Sensible/Latent Sensible " > Latent Total _'Tons, Split Btuh Btuh Btuh Net Required: 0.33 88%/12% 3,474 456 3,930 Recommended: 0.39 75%/25% 3,474 1,158 4,632 Actual: 1.18 75%/25% 10,650 3,550 14,200 11,E ui.ment.Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: AOU15RLFFH AOU15RLFFH Indoor Model: AOU15RLFFH Brand: Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 11 HSPF 20.3 SEER Sound: 0 0 Capacity: 18,000 Btuh 14,200 Btuh Adjusted Capacity: n/a 18,000 Btuh Sensible Capacity: n/a 10,650 Btuh Adjusted Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 3,550 Btuh Adjusted Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 6937311 - Tuesday,June 08, 2021, 9:56 AM FIELD INSPECTION REPO FOUNDATION(1ST) OY� ► �. �' ROUGH FRAMING& Jill INSULATION PER N.Y. STATE ENERGY 4.. „ �P� . • � � cool_ � .. .� .,�. ADDITIONAL COMMENTS it .irJ "'yam ,r��►'!' '/�.� �,! • �.���• =�o�ogUFFUI�cvG TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT L, or Office Use Only, `J L �j PERMIT NO. `� Building Inspector: i U U N 10 2421 Applications and forms must be-filled out in their entirety. Incomplete ` applications will not be accepted. Where the Applicant is not the owner,an -� ,7-;.r_--r.•n Owner's Authorization form(Page 2)shall be completed. Date:6/8/21 OWNER(S)OF PROPERTY: Name:Kathleen May _ SCTM #1000-88-5-46 Project Address:400 Pleasant Place Southold NY 11971 Phone#:617-697-9365 Email: Mailing Address:kath ma maSSed.net CONTACT PERSON: Name:AMP Architecture Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 _ Email:jmagee@amparchitect_com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony_Portillo Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Pmai��aportillo@amparchitect.com _ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes ❑No 1 ..s - PROPERTY INFORMATION: Existing use of property: Vacant Lot Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC this property? ❑Yes I RNo IF YES, PROVIDE A COPY.. �.M Check~Box After,'Reading 'THe owner/contiacfor%design,piofessional is'responsible fdr all dkairiage and storm:wa6lssuesas.provided by Chapter 236 of tl e64"n Code.�APP.LICATION IS_HEREBY MADE to the Building Department for the issuance of a Buflding,Permit:pursuant to the BuildingZone Ordinance:of the Town of Southold;Suffolk,County,Neufi York;arid_other=applicable tavis,Ordinances or.Regulations;for the.construction'of buildiegs, additions;alterations or,foi removal or:demolition as hereto described:The'applicantagreel to comply with:al(appllcabklaws,ordinances;liuildirig code, - ;'h'oiising code and regulations and'to admit authoriiie'd inspectors on:premises and m,build'ing(s}for necessary inspections.False statements made herein are punishable as a,Class A misdemeanor pursuant to Section 210.45'of the New."York State:PenaPlavu; Application Submitted By(print ame): � �1 �� ' "`(Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above qamed, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file ther with. Sworn before me this N BARBARA H. TANDY ; otary Public,State Of Nev York No. 01TAlaomoi day of 1U-'� ,20 c-:M Qualified In Suffolk Count Curnfulfso aryWu%tic I PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, li°CCrT e�%'I fjjg!, l d-od 2yT /J6*1jiding at 4 oo PIeaso t Race �_dohereb y authorize f ! {'l ftte 1 re- r L C to apply on my behalf to the Town of Southold.Building Department for approval as described herein. 02- Owner's Sig ure 'Date ,�� W&e4 N4 A�bOnnedl Print Ownelq Name 2 g11FF0J/r c BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802-FAX(631)765-9502 Temporary Certificate # Date 2 2021 Customer Name 114ml Electrician Name Address Gp Phone e-mail e-mail Phone License# &Y 7 Z Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New, "H" Frame or Pole HI P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old.Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 7-,—)-� � FFQj�CO BUILDING DEPARTMENT- Electrical Inspector O G TOWN OF SOUTHOLD NTown Hall Annex - 54375 Main Road - PO Box 1179 o try L' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr( southoldtownny.gov seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: P l zfh.5,� �C. - eA- ' Cross Street: Phone No.: Bldg.Permit#: U(�5"1 tJ email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print'Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYME T DUE WITH APPLICATION f S�S LAJ eVa--P PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments V�- 1 r" BUILDING DEPARTMENT- Electrical Inspector f O�®Su¢FOl�Cp�i' TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 `o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@_southoldtownny gov - seand(@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 3 , Company Name: Puccio Electric Contracting, Inc. ! Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Requir �) Name: 9 "Vrj--� a Address: Cross Street: Phone No.: f Bldg.Permit#: 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF r)r-cro oTir)m nF,WORK IN CL DE SQUP)RE FO TAGE (Please Print Clearly): Square Footage: o—o Circle All That Apply: Is job readyfor inspection?: ❑ YES 10 Rough In ❑ Fi al Do you need a Temp Certificate?: 00,YES❑ NO Issued On 3 2R 22P CL Temp Information: (All information required) Service Size Ph❑3 Ph Size: A # Meters �'' ..:cer# e ervice❑Fire R-1 onnect❑Flood Reconnect❑Service Reconnect „r,_ ..ground ��,�erhead # Underground Laterals R2 H Frame M Pole Work done on Service? Y Additional Informatio � I - J(� K PAYMENT DUE WITH APPLICATION 3 IaLf Y.e- c 3p 4$3 oLf i PERMIT P Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special.- Comments \ 1lDIRIG DEPARTMENT-Electrical Inspector ,�FA 'za:s•s':., HOLD TO -PO Box 1179 } f ` Town Hall Annex-54375 Main Road outh , New York 11971-0959 $ otd f` { A .z as :-' e�'of° Telephone (61) 765-9 8D2 -FAX (639) 765 9502 ` � owN soufhalcific��r�nr� oov ; c r Q err nC�southsIclt4wnnv oc��r -� se �Iciln - �. APPLICATION FOR ELECTRICAL INSPECTION ELECT ICIAN INFORMATION (All Information Required) ZDatwa a- 2 f Compa y Name: �o I c� s s e Name. -r. l�� email: (,u�(c � �, ,Li se No.: 2,`� P► te of Co plianceoneNo: ddress.: J08 SI INFORMATION (Alt Information Required) Name: C- 0 1� Address: e 0 Cr' s Street: �' � A- hone No.: 31 - 23 S- BiJd .P ermit#: �5 email:Block:TaxDistrict: 1 U00 Section: Lot: BRIEF ESCRIPTION OF WORK(Please Prime leadY) ` Check 1 That Apply: Rou In []Final Is.job r y for inspection?: []YES [ONO ® 9h Do you i ieed-a Temp Cerficate?: OYES ONO Issued On Tip 1 rm Von: (Ail information require j'�q Ph Q3 Ph Size* fir' 0 A #Meters Old Meter# �... Service 1ze 1L�' �N gem []Service Reconnect Underground[]Overhead N #:Unde round Laterals ( 1 2 H Frame[Foie Work done on Service? Additio al Information: PAYMENT DUE WITH APPLICA110N 2` DP Et inspectinn Forin2020A= i I fFa BUILDING DEPARTMENT:- Electrical Inspector TOWN•OF SOUTHOLD Town.Hall Annex - 54375 Main Road,- PO,•Box 1179 o _ � •. ", .Southold,:New':Y0rk;1a197,:1-0959- 4,� �p Telephone (631),765-1802`- FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seand(@,southbldtdWnny.gov - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) 'Date:, Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: n ❑1 request an email copy of Certificate of Compliance.'' Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: email: Tax Map'District: 1000 Section: Block: Lof: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That-Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES-❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph',"Size: A # Meters Old Meter# ❑New Service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done`on•Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 rl•f U rl/"u 'IVA sIuawwo:) :IeiaadS PaS aneH sdwy n aainJas I POOH Hd Jd �a sued dolNoo:) L; \4 ogwoD aojeaauaq I o.aaiw uogaeD o iuiw I ma sallows 1 1 a/M � uanp S Isnegx3 � MH I @BPia3 h III sue341 sii Dn J , 1 f saauoas Ll 11 ay.Al '�2 aD eja nS �114* slallnp sagalinns CCVJJ" f/� ( / :ssaappy # ilMl3d A Town Hall Annex �$®' � Telephone(631)765-1802 54375 Main Road 3 Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 Q BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE (CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION ' Date: June 8,2021 Owner: Kathy May Location of Property: 400 Pleasant Place Southold NY 11971 Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure i to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): AMP Architecture,Jess Magee Capacity(check applicable line): Owner ✓ Owner representative TrussRegl5.docx Effective 1/1/2015 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-011747 District: 1000 Section: 088.00 Block: 05.00 Lot: 046.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Kathleen M.May and Matthew J. McDonnell,husband and wife and his/her predecessors in title since prior to April 1, 1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the parry to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: July 15, 2021 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC SANDRA J. GOLESKI 4ot before me this ` TAMMY L.MEDVED f Notary Public,State of New York Req.No.01ME6000553 ublic t Qualified in Suffoik County Commission Expires 12122/2o21 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 W Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-011747 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-088.00-05.00-046,000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 7/01/1957. SUBJECT PREMISES: 1000-088.00-05.00-046.000 Howard M. Terry,Jonathan H. Terry and Liber 4086 cp 269 Caroline T. Ross Dated: 3/20/1956 TO Rec'd: 3/21/1956 Helen G. Cochran Premises and more Helen G. Cochran Liber 4688 cp 364 TO Dated: 9/05/1959 Thorvold B.Tergesen and Gunhild Tergesen Rec'd: 9/09/1959 Thorvold B. Tergesen and Gunhild Tergesen Liber 5927 cp 294 TO Dated: 03/12/1966 Ted Godelc Rec'd: 03/18/1966 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLESKI 15th day of July,2021 Notat Public TAMMY L.MEDVED i Notary Public,State of New York 6 is Reg.No.OIME6000553 Qualified in Suffolk County f Commission Expires 12/22/2021 24 Commerce Drive •Riverhead,New York 11901 •(631)727-0600 •Fax: (631)727-0606 Fidelity National Title see INSURANCE SERVICES,LLC Ted Godek Liber 11889 cp 932 TO Dated: 03/31/1998 E. Scott Walter Rec'd: 04/23/1998 E. Scott Walter Liber 12708 cp 979 TO Dated: 10/12/2012 Kathleen M. May and Matthew J. McDonnell, as husband Rec'd: 10/19/2012 and wife LAST DEED OF RECORD PREMISES NORTH: PLEASANT PLACE PREMISES EAST: RAMBLER ROAD PREMISES SOUTH: 1000-088.00-05.00-054.000 Howard M. Terry,Jonathan H. Terry and Liber 4086 cp 269 Caroline T. Ross Dated: 3/20/1956 TO Rec'd: 3/21/1956 Helen G. Cochran Premises and more Helen G. Cochaan Liber 4594 cp 67 TO Dated: 1/12/1959 William Sanders and Edith Sanders,his wife Rec'd: 3/03/1959 William Sanders and Edith Sanders,his wife Liber 5265 cp 459 TO Dated 9/25/1962 Edith Sanders Rec'd: 11/19/1962 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this ANDRA J. GOL SKI 15th day of July, 2021 Notary ubli'c� TAMMY L.MEDVED.,.......�m. Notary Public,State of New Yo* Regg.No:OIME6000553 Qu. ied in Suffolk County Commission Expires 92/22/%21 24 Commerce Drive 9 Riverhead,New Yoe dl • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Edith Sanders Libor 5837 cp 115 TO Dated: 9/28/1965 Ted J. Godek and Emily G. Godek,his wife Rec'd: 10/08/1465 Ted J. Godek and Emily G, Godek,his wife Liber 9365 ep 230 TO Dated: 5/18/1983 Donald J. Brown and Mildred Brown,his wife Rec'd: 5/27/1983 Donald J. Brown and Mildred M. Brown a/k/a Liber 11451 ep 384 Mildred Brown;his wife Dated: 3/24/1992 TO Rec'd: 4/16/1992 John R. Brezinski and Karen A. Brezinski,his wife John R. Brezinski and Karen A. Brezinski, Liber 11704 cp 604 as husband and wife Dated: 11/22/1994 TO Rec'd: 12/01/1994 E. Scott Walter and Bridget Walter,as husband and wife E. Scott Walter and Bridget Walter Liber 12791 ep 363 TO Dated: 09/12/2014 Angelo S. Chantly Rec'd: 10/07/2014 LAST DEED OF RECORD PREMISES WEST: 1000-088.00-05.00-047.000 Howard M. Terry, Jonathan H. Terry and Liber 4086 cp 269 Caroline T. Ross Dated: 3/20/1956 TO Rec'd: 3/21/1956 Helen G. Cochran Premises and more FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLE 15th day of July,2021 Notary P blic TAMMY L.MEDVED Notary Public,State of New York ' . Reg.No:01ME8000553 Qualified in Suffolk County Commission Expires 12 2/2021 24 Comme`rce Drive 6 RRri ead,'1�1eiv or 1 4 (631)727-0600 •Fax: (631)727-0606 d • • Fidelity National Title INSURANCE SERVICES,LLC Helen G. Cochran Liber 5866 cp 324 TO Dated: 09/25/1965 John Joseph Klieber and Ann M. Klieber,his wife Rec'd: 11/26/1965 Find no proof of death for John Joseph Kleiber in Suffolk Surrogates Court. Ann M. Klieber, as survivinig spouse of John Joseph Liber 12141 cp 635 Klieber,who died a resident of Nassau County Dated: 07/31/2001 TO Rec'd: 09/14/2001 John J. Klieber and Margaret Ann Klieber-Schreck, as Trustees of the Ann M.Klieber Family Irrevocable Trust, executed on the 3 1"day of July 2001 John J. Klieber and Margaret Ann Klieber-Schreck, Liber 12173 cp 774 as Trustees of the Ann M. Klieber Family Irrevocable Dated: 11/19/2001 Trust, executed on the 3 1"day of July 2001 Rec'd: 03/11/2002 TO John J.Klieber as to 1/2 interest and Margaret Ann Klieber-Schreck as to the remaining 1/2 interest, as tenants in common John J.Klieber as to 1/2 interest and Margaret Ann Liber 12440 cp 590 Klieber-Schreck as to the remaining 1/2 interest, Dated: 11/23/2005 as tenants in common Rec'd: 03/15/2006 TO John J.Klieber and Diane Klieber,husband and wife LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC jjm4�Ay't�- — Sworn to before me this S NDRA J. GOLE KI 15 ay of July,2021 Notat Public ,..•.,• - TAMMYL.MEDVED Notary Public,State of New Yo* s Reg,No.04ME6000553 Coromi slonlEExsptreclz22/021 24 Commerce Drive e Riverhead,NewYork 1 y (631)727-0600 • Fax: (631)727-0606 a Generated by REScheck-Web Software Compliance Certificate Project May Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,887 ft2 Glazing Area 20%, Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 400 Pleasant Place Anthony Portillo Anthony Portillb Southold, NY 11971 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948. (516) 214-0160 (516)214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Passes using UA tracle-off Compliance: 29.8%Better Than Code Maximum ILIA:. 565 Your UA: 453 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,402 0.0 49.0 0.020 28 NORTH Wall:Wood Frame, 16" o.c. 972 13.0 14.0 0.037 23 Door: Solid Door(under 50%glazing) 128 0.300 38 Door 1:Glass Door(over 50%glazing) 47 0.300 14 SHGC: 0.40 Window:Vinyl Frame 174 0.300 52 SHGC: 0.40 EAST Wall:Wood Frame, 16"o.c. 733 13.0 14.0 0.037 17 Window 1:Vinyl Frame 287 0.300 86 SHGC: 0.40 WEST Wall:Wood Frame, 16"o.c. 612 13.0 14.0 .0.037 20 Door 2:Solid Door(under 50%glazing) 23 0.300 7 Window 2:Vinyl Frame 50 0.300 15 SHGC: 0.40 SOUTH Wall:Wood Frame, 16"o.c. 1,406 13.0 14.0 0.037 45 Door 3:Glass Door(over 50%glazing) 96 0.300 " 29 SHGC: 0.40 Window 3:Vinyl Frame 99 0.300 30 SHGC: 0.40 Project Title: May Residence Report date: 06/04/21 Data filename: Pagel of 2 F � Gross Area Assembly Cavity Cont. Perimeter Floor:All-Wood Joist/Truss 1,485 30.0 0.0 0.033 49 Compliance Statement. The proposed building design described here is c s s with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildioui been r�signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory rents (sted in the REScheck Inspection Checklist. � � Ca/I.() /.) t Name-Title Signature Date ARC Co P 0 �• LCkai�YY"/' eA 037- OF N�� Project Title: May Residence Report date: 06/04/21 Data filename: Page 2 of 2 h 2018 IECC Energy Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door.Glass & Window 0.30 0.40 Door 0.30 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments PROP05EM 5EPTIG SYSTEM DETAIL 'LOT GOVERA6E;-"-ts,;a,. .,•. •-_, ..� �....,- '• No rosxB 5l1FFOLK COUNTY TAX LOT NO. 1000-88-5-46' ALL 9EPflc 6Y9TEM LEALNIND 5'ITNLIUrsCa SHALL HAVE AN D'TMGK TRAFFIL 20.N6 LWVER2 R OH TOP TO FEET AA9HTOADDnIS20.ALL LOVER5 R-� LOVB4 TO-DE F MAT AL50 MECT AA91R0-H]OA5.30 REG9. DLSCRIPTION AREA %LOT N ✓LL`N T I9 U'-�ON IN2T eo FP.�•uJf' L�onc�ira GA9T IRON _ N TOTAL LOT AREA 18,2550 S.F. covBa ro DRADE F sRADe EL= i a• °O' a• �� °tea nux �'A :..'•• _ PROPOSD NOISE d 6AR A6E 2,356A S.F. I 29% 200.0 5F. I.I%¢1 PROPOSED ERENH01512 W.t1 L M90R 99 PVC FLON,4 J��'''III _ L SOR 99 PVG71 PROPOSED PORCH 4428 S.F. 25% OR t:rAIIV. IIN.. e� -� p B.Y.B^OR E01BV. MIN.PITOi 1,',I' ]�0 = l9' MIN PITGM b''I' T9, P PML AA)) ItN.E1., tEACHINb LEALHIN6OOL � PROPOSED DECKS Z65.0 SF. IS% BAT T p TOTAL AREA OF ALL STRUCTURES 31558 SF. 17S% MNNTEN-E MAXIMUM COVERASE ALLOHED>20% 3wel.�r esarep 6�aReaT:GOZ�____________________--__.____ __-__._=-• _-___-_ R16L.IG WATER R6'IX.E FAST.SOIL SAND LOLLAR SnWOL.IDINS LP VQBB EAST.SMID>ERAV� (SPISWI LATER NOT PRESFitT EL-5 [3.609' N66°22'10"W _-_-�-��__II6.68'---_- W c room _�µ �I1p'-- ---- 1 t I. Mwww sync eAFAelrr roR A T DmmccM Naee b 2•ooa DALL.eM w.•y,uaw� I. LeAanlla snreN FaR A T-9®caoN arsu>alce 91uu Fwenoe ce r,'sloE-NAIL AReA I I U PRPAEC N 10'O RFTa TANG w 1'tlPPLTVE RPM. FRONR rN D'o.a•2rrecnvW oeTW LaALNRw Oaa.9 eA,o � J Lu 1 CONOdTR 511M.L NAVa A MWMM aOMi@.SNG 9TFttlleml OP 9Oa0 P91 AT]B W.4 pl OV x•'fEFFFLTVE OrRIU L.EKNMB PP°L>F'.N SOY FJPANSIOX i I Q 9.TANx•JrUdL NAw MN Y4.LL THICRl69 CP T.TQ TIMCJrtDS Q e',AIID BORON TiRC°2@6e OA 1'. 2 LthaeNi PoOL9 TO aO,DTRkTTD Cr PRB°MT i>ZnIPOPeID aa1cRETE fai Ltl1AU. 4. HAlAd.eO1TGT'I.AIO TLP 9HNL LOMAW lPJNroR°WB TO Re9rSi AN Ar,tl®Mlr! O'9�PBP. 9.ALL e°VDV.YIALL R Q FlrlC/9r IPJM`OR[�e°NrJ21C[CR GWAU. S.ALL JOINT]=JIAIl BB 911m DO T1AT nC TAKK 19 rtATHRIIewT • A W MN gbiANaE BFIYmI lUfltlNa FT°L'J Aro lNAi6!LJ1R 64ALL tx MNMAW9. 6.nE 5E/nG rANC.NAIl BE m9rAr,m AT LEVFl IN ALL argcTwN9 frdttt A MAx T0.6FNeB OP elf•) 9.AND'MN PSTAMOB BETveSt ALL L.P.Ae111NB ICtlI-5 NO� O TME[SNN1 BE MAINTARRgO. ICI I ON A MW MIH a'TIYLN r20 Or COwPAOT®BAh9 OR RA 6MVEL A w'MIL p.TANMe BEIIO!>EPIIO TA'K At0 Napa BNN1 N9 M,NNTAm9. I e°IC 'ryp HW SVNe:E°CtM�R e'GN O I al I- r fz t I °e'noon ttl�JtN�JI W I DYL/ I -THE FFAnoms RE LOTS E NANV Iqbb OLLOWN0'OF °r Lraax I mT L DECK q I PROPERTY UTILIZE R151-10 KATER A5 PER SGWI. •- rzrm,T 9' (p _-96s 'o '0 I0OP-bb-S-14 CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHIMIAR 1RAFFIC IOOO�BBA-I$ _ 1000-BBi-42 0!ALL VIEWS•>FR UNATE-e IS rOR BENDS,9TENMTE-B-IS FOR USE WITH IBDO.EITENSION/CONN i44 ECTION 1 /� \ Q BREEr1f1WrE I = 1000-8BA-49 Q rRt'L h O 10G0-B8 - ;DJN/t I V 1000-58-5-41 GLEAN-OUT DETAIL EL=6.96' I DECK 3, I 0m 000-88si-4B 1 1 / O LL IPOP 5-5-55 x ALEI NITSpl 30 2 STORYFRAME EDHOJSE Q I U. 1000-55-5-54 XHI /4&ARASE M BROOM) 1 5 SITE LAYOUT NOTE5i f'3'I 3 N' x ryl j 6AR EL.el0.6 I 1,THI5 10 AN ARCHITECT'S 517E PLAN D 15 .g �P.„ •,� ' 14.0' 1 W SURVEYOR THE INFORMATION �0f i5l 1 ` N SUBJECT TO VERIFILATION BY A LICENSED Y 34. O REPRESENTED ON THIS SITE PLAN 15 TO THE .. p 8 ^t, /EP. t O + 100' t• ARCHITECT'5 BEST OF KNOW-ED6E. J a ` OHHf^ TO RECnON MIN. UI Z.SURVEY INFORMATION WAS OBTAINED PORCH I(J 1V4wQ E I NEW NEW r` I ry FROM A SURVEY DATED SEPTEMEER Zb. Y Z012 M•O7 PREPARED BY. YWNG 4 YCUN6 SURFACE WATERS NOTE, NEW 10' 1 1 LIG.D45893 �$ 45/4 ^��,f �^'-, f (� •� d C THE PROPOSED SEPTIC SYSTEM IS LOCATED THE FOLLOWN6 t EP./ LP. 9.7. MIN. i ♦ I 400 OSTRAFmER AVENUE - ••� '. '». i �Tj"YN �JC 'pi.•- m bj OF THIS PROPERTY CES FROM THE EDEE OF THE POND TO THE SOUTHEASTt♦ h E`-MIN /Dyy,/ (651) 509 RIVERHEAD,NY 11901 W E.P. Zr. �r f o 5EPTIG TANK,202'(75'MIN SETBACK ROOD) I I m NEAREST LEACNIN6 POOL I,5'000'MIN SETBACK REOD) R✓ `- NEyy TEST f- .f�I & 4 4 '� s ° �•o NEW L.P. PROP.WATER ( HOLE NOTE: /•' t. SUBJECT PROPERTY. L.P. SUPPLY LINE-v EL, 'LL I. FLOOD MAP DATA FROM F.E.MA ,• ,7 ' A , '`�/�"' =A '9a�♦ I rt}} I MAP>,96109fg166H_ iwrt� s,- 7 fl 2 R •i xN ! a A \` T 1 EL°IO MAP DATE,FLOOD ZONE,CX 4 SHADED X .Zcga�-aoE.. _ (re •y _ I __ UTILITY 566°22'10'E - -- - 91.91 - 2.INSTALLEDSITE PROT ATIO�ILTFENGIN670 BE EDA POLE �P�ED AS RE�JIRED BY SWTHOLD O`y �V M1L 0 AS' LIL 13 DRIVEWAY m6 9 LOGA�WITHIN 0'OF THE PROPERTY O TVL p °aDI RA ARE DEPICTED ON 5ITE PLAN. .k ,•.�I"'- p^ a tl' SLNBDIVISION INFORMATION, 9 837405 O MAP OF TERRY WATERS' q -•+'4 1 LOT 54 MAP NO.,, a s PLEASANT PLACE FILED DE,, 29 19se PROJECT: AERIAL PHOTO MAY MCDONNELL SCALE NT5 Himui�- S ID 2D 9D 90- SEPTIC SYSTEM 51 TE PLAN 6RAPHIr SCALE - 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL SCALE,1'-0'a 15'-0' 400 PLEASEANT PLACE R-21-0641 SOUTHOLD,NY 11971 D.Ylvtw ta>t,Nq saal tanK f N tank MUI water CD omlet Invert' elewtbR let eFaa Fa 34 Noun.Rdlll to tank ta to outlet eNwt b.NI 1�ebb droll be emlad w tat the!ak ro waternghL gee.ectbn 9.All odleb Morn to.eptk tank mat be pwlded with an 10'trw T I.Septk taw Bran bo eorotnetetl of proeast eaa.w,laergbe>, atta Fhe 24-hcv peHod ro earylelo.Let to tank stand la a O-II4,bJo.Taim tat ao eo.t W plane ratp,Vo prw approval trap to egdvalent appoved bomb exterrtlNg min etu V9 at thD.aptly lmik DRAWING TITLE: po ryetryleropohypropylero.H,ermoplallce,a o9w matawro In addNlonal 10-ho�T palod.Ta tank Is apprwee it water bvel B held pepabnent aM oast be m U]1ed by a L"-d R.b>.VI I!N-- Iklvm doptk 6ae aIaf cb a Fwllbe are recanmr 4ed tar YmbllOtbn earbe wkh Departmant elaeada and IONYLRR AppeMlx,S-A Ia the 10-M.r perbd.Water pre>DKe teDtlrg b rerormbnd°d W W AL a mNbnun,tb fba•and rolls Or a ernareb lank mn!be bola+°ah erllvent drop T. The use d steel taw ro prahml!°d. yaw onrte arw-d.ft lr maouthkal4 p-ea SITE PLAN 4.A elotrWlbn W.A Wi ale a aearwlDe.peemed,env 1ead�ma etnekreAyseem Iae ranawe .xptk tam ma naan.•are.wu Fromm a IabDl°r nrn•ra,raeNe ,.Wwm•rar prau+aal.aa.w-aw.apek taDk.dwn,rot Na Io�tea wmw rDePre°rot ml.y>rem>wHN db=U I_aah .bW,.ab.a. , PROPOSED SEPTIC SYSTEM 2.J,Iem pUe taNr droll be d»lg,etl a a°Dardanee wlth wetan s-IOT arrd fowl Yr a Pranr,art Ixetwn ere each°eee.>°pawg m«am rot ppar,e.OtnT.Fro wtalr. Uwe o°pl0eee Mmn garewat-.tlw lteRwlne deegr ID app a+ee ly Bw papar ,, NOTES 's-IIO a Otl.etandad. 'eWa,ce Ffa coot may ba total•. 6ettwn and ode r#tlem.Ww 0 Ib behee tb0ve hkJw>t dee/e,¢wc pd goad t ebvaUCA 10 Ne Deem tak eh 11 Iw S.The top r!a=%k k"I rot be located greater thm 25 Peet 9.At.mmimvm,all.eptk Lake droll have 20-bch oovarad acceee PRB "T LONLRZM ISEPTIC TAW LONOTRIIGTION RE0111RSMENTSr r IIUNCOIhf con>Wcted.In cans Mere this 1>rat P-tkabla•the a bD>Ulal Dro Fe°t below 1-1 gad°. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES wa'H5•awn Ir or grace W b gma IDealee oror to mbe and ek tank dwn la1.wdtayroarea 1.to 1e Hera.mwe tJm mgbD! gRlet,ra.poetNely.Lovers call be eRher 20-Vdl dbrolm wa 1 I,RoMawd concrete droll have a mNlln>n conpraeDh+e etrenyth OI ded/exported g-vYater elevatlar ad lack taeletl N enDtre b.At a mmlmum.OII>arPlvq mababs shall hove 2GFch cwLcad arm r,.eat-proof wakrlg core van nwr.rapweva covors aC SpOo Ia-aa per Dah'a•.rd,(peU at abeop«t. ekj,tno>D prvx b gaor°eke .>°penrg.ro gaa'I«atee aver nw Wae am arz1aL.wan PAGE: PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 9I grace.All ea„a.am dNrrx,y r man'dwll tw e°Dkyree a shall be crow 2p-rmr dla,wI-womrtlot aw rro«tpo°r Iaekvg dmr wM sectkn 9•III err tND eladod. 2 NDII tNekroee droll b°°m0um+n OI Nroe KJ D wbee th a0>Igr D.In c°De>Man-ter tale era mDwad M gravm,.o< ,tlw t Van e°vare o Ulenroplo>tk coven at Ibl Bade.NI coven S P 10 0 SINGLE FAMILY RESIDENCE ONLY aM been e°rerbe kry a Na.Yak Lken.ad Re1oMMaal t3lgbber aD de>Ign o olambml call evtm2 bwymby calcvlabme to prove to shall be de.k}bd h aeeardabe with eeetbn 5411 of Nb etadadd. _ 4.Yewn o Deapfk took b cpprovatl to bo bslalled m a trNew°y a varyWbp wRh all appraprbte regvvemaa la fhb wall contrticlbn.All IrpR r Ne tak[wlth a Wthwt anGwNg the addltbn aF balk>tl va to alt shall be desla d and/or Installed ro wlHutand Iis,bDTtom erd bP troll c°nWln rDNacYg W resist a epplled III be t lane!15 t4ro°morD UNn the w°I�t or Nor w°ter tllpbced ,.Wwn Drmphy rrarhDies ere ryprwed b be metalbd h a X3-Z w H-30 laading m de>kpwFW by MSMTO. raw el 900 poama per egvare root(p°rl. fie WDyorry wlcvlOUae eh°II b°d°ro wbg I=, trWeway a paYlrg yea.W mmYwb droll be d°>la°d to be etedkeeadee g-dNaUi elevatla with w taDl errxty.son 4errk beaNg N meat Ne requ4amate d AA41idf420 cr 9.9eptk ranks droll be watertk�t ob eaetrVctetl or Band arm 9,V.-rmt con. W eecaom droll lao-!ad wM ere N D,th i yl,:- atop or bw tat(el dwn rove w e°nmered Ma deta,nnry H5.2o leaeeg. DATE 5/27/2021 H.S.REF.No. R-21-0641 -able Iwterwl.we ere rot a6pae eo excoeDNo eoRoebrr a rdzer pot-at.N h ear-b ASTM Crrt90. .,• to awtrle o.adwrbg a baumt wegle rogDvea. DATE 04 2 21 �� (j/� e.L-h.W t-a t to .,be a naemm err OJ rave APPROVED CLL'�-.•vE: /�M1L�q(tM.+l 4.9eplb taJq call hove(y c°npOrbMnle.&ogle a,lt Deplk lalN PnG iAWC MsrALL T10N SrATIDARD3, bebw rt Iva Im/Mt ebvatbn at ear{llhg mahelee arm 1t b p b.AN take-t be waterLkjd,lNo moUwda o/enabg take ao droll be melded Inb!„a cerrpahront.dJJ traMvar>e wall.Tb rbat dktrUvtbn bexe>. FOR MAXIMUM OF BEDROOMS wOterllgrD don to ollar vaGwn to.'N a water pree.vre le.Itg Capotment doll haw°Ilr�m voMrw el 50-,5%el the requved IIgNd I.Inbll eoptk taw aceadmg W maRPoctuI.r reGamnondaHa>Mlle meUw.M aM Fall- lane ad total.ptem a°paeRy. aala'mr19 Wtlt rrb>e erardae.All cpplleable reco,mladalbm 9.SaWa mad,elee shall hove a Held°dbrota of 2 Fee!a EXPIRES THREE YEARS FROM DATE OF APPROVAL ,,vaewm te.lMg,Seal w a pty Ia tl am epp4 a we am to l-(4) S.Al-prpe.Mall penetrate the vertkal ewewoll 0 the la k arm P MdoO bj ha ma raetKe dull bo hp.men ad. a°>tl° Mat ey 2 Fax pMMe[I0.'VrrrU o(mereay.The fardc b approved Ir 90% F v°tum I. I a1I b°-Iod 117 a°Uw mearo ar<°ptable le the 2.Tw_ptk toh droll be FmW"aa at bvel>r OII dY_U-(wM a 10.NI--P"pa°oat-h to nm"'PIN lble droll bD ale la two nleute.. mapat ouch a>watartkft ewlad/bible Jord antl the pqo rbwn •brtnrr blaace a ony tlreetbn of U oro quota taN a°mremml watertkfL gaetet Fwtaned to Hre pipe with>wble.e etoel rotratabfe clomp(>l. 9-Kh Nkk bed el Prop°rIJ bwl°d od aapocted sad(Inc Nan 1 rack.)a pea gwe1. PROPERTY LINES TO E)GS7ING ARE FOR A AND ARE _ _ _ _SMALL NOT BE jED TO BE A&570 _ (tINDCATEDOHEREON SHALL R N ONLY O THEIZED ALTERATION OR ADDITION DPERISON"RVEY IS A MOLA71ON OR NHOM THE SURVEYF SECTION 7209 OF THE NEW YORK STATE IS PREPARED AND ON HIS BEHALF O THE TITLE¶COMPANY,(2)DISTANCES SHOWN HEREON FROM AAGENCY AND LENDING ITUTION'USTED HEREON,AN O THE ASSIGNEES OFF IHE Of NDINGININSNIUTION.'NOT To BE USED TO ESTABLISH ARE NOT TRANSFERABLE O ADDITIONAL INSTITUTIONS OR SUBSEQUENOWNERS.TM(5)THE LOCATION OF BEARING THE (W),SEP7171CDTANKS SURVEYOR'S&CESSPOOLS OR SHOWN ARE FROM FIELD NBSERVATIONS AND OR VALID OBTAINED 4)CERTIFICATION FRON OTTHS 400 Ostrander Avenue,Riverhead,New York IICIOI tel.651.1212503 Pax.631.121.0144 admen®youngenglneertng.com OU4 4 wwt� l�l Howard W.Young,Land 5urvayor Thomas C.Woipert,Professional Engineer Douglas E.Adams,Professional Engineer IRobert 0.Tast,Architect W ®� g SITE DATA AREA = 16,2r3 50. FT. S,4 SUBDIVISION-"MAP OF TERRY WATERS°FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON DEC.24,1958 AS FILE NO.2901. �� S ,4 N ^� O (v a a/a `% Map N D DEC s 4 2021 a Mr- BUILDING DEPT. �m Or Pik 0 �v TOWN OF SOUTHOLD 0, %% SURVEYOR'S CERTIFICATION a o �, c ry� CO /q KATHAE H EEENGMAY 8cERTIFY T M ART TIT �ELLL, 9 /4 C O M PA NY THAT THIS SURVEY WAS A ` O' 0 ?3 LD o'YD,4T/O 0 WITH THE CODE OF PRACTICE FOR QQ 1Q O '0��0' N 8 SURVEYORS BASED ON FIELD STATE GIAT11URO� 91bNAL� 12 _ 3O, IPF 30• 96' ?(8 S V�� �� at 1 � L Ire -,.- \ (V Lam' & Z 7,30/40 s VV 4) 'Nis 458g3 F� Lot �� 'gym• qy �, 0 (� p� HOWARD W.YOUNG,N.Y.S. NO.45 I. +++/// /1 -i'( (J Y t Fy. `'`.36s, " SURVEY FOR N `\\ UO% � i' O L. 0 Ra re '� A ;' 3. Q MATTHEW MG DONNELL z -Sub,4.ot $ N�� Q� 1/ o Q� 4 KATHLEEN MAY o "TerrlLjs job / N66,? 0 0 / LOT 54 "MAP OF TERRY AATERS" of Bayvtew, Town of Southold Suffolk County, New York FOUNDATION LOCATION SURVEY / „ $U , S A5F County Tax Map DNetriet 1000 Section 66 Block 05 Lot 46 6 / rerr` /VjS/O FIELD SURVEY COMPLETED JUNE 05,2012 / h MAP PREPARED JUNE 0T,2012 tars Record of Revislons / RECORD OF REVISIONS DATE AMENDED BUILDING PERMIT DATA SEPT.04,2012 a / j / QED BUILDING PERMIT DATA SEPT. IA.2012 o AMENDED BUILDING PERMIT DATA SEPT.26.2012 TITLE SURVEY 007. 10,2012 o FOUNDATION LOCATION SURVEY NOY. 12,202 m 40 O 20 4O 80 0 0. Scale: In = 401 JOB NO.2021-0242 DWG.2012_0154_foundation_loc I OF I O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET = STAKE FOUND 0= PIPE FOUND 1,YxwnmiMAWAswLL M ol�i'f0 ra�Y06p fe1v.RV� SUM'/6 Tr➢/m u0 d•x5 P m MC vp[iPVYv.lnvdmap�j4�C/'�Ya IMK•6nNRV VSRD Kcml l0 p[�5�0z R Vim¢LLwF K➢Nb�I vPTCKm'�/K YOT vuv9U io�mM4 MSTMYe e�Ai98((3) O.+P3W 5)M IOUml1gR I.VD 9FNlu(S BOID 84 W de4sm 819,Y1 YM H Nr9�10 Gt YMD 1mS My ( 1.3�u,va(0 aaou♦s Im)soar,m[r.c SnaU mu oemm+rrs.w w om m,uo�).mYsram' HEALTH DEPARTMENT USE 400 Ostrander Averme,Riverhead,Non York 114OI N �� tal.631.727.303 1`ax.651.7270144 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 APPROVAL OF CONSTRUCTED WORKS FOR Q] Q ��dttf4✓rQ.0 A SINGLE FAMILY RESIDENCE ��JJ \ ffonord w Yourg,Land Surveyor E 1 \ Thomas C.Ybipart,Prafe»Irnal r>gmeer \ Dale 5Ra24 H.S.Ref.No. R-21-�4t Dou9loe E Adams,P,'a—taml Engn r ``ty Dorllel A.weaver,Land Surveyor mow\ r \ The sewage disposal and water supply facilities at this location have been 2 \ inspected and/or certified by this Department or other agencies and found o S to be satisfactory FOR A�MyAXIMUM OF 7 BEDROOMS. 51TE DATA 7 ��S�w ``�'' s \ (�'[•, '�i'�3D-'/�f„ AREA.18,255 50.FT. 7' \ \ CRA/I"GK�NEPPER,P.E.,CHIEF t E CLewc 0,S�L°FcOr OON 05*.2q.Iq 6 ASEFILE NOO.E OF 2gol. 6 Office of Wastewater Management • VERTICAL DATUM .HAVD 08a) X lPP \ r 4 9/3.j2• (�6'$$S SURVEYOR'S CERTIFICATION �m DC®�% /boo ` ,'�SL7 M •w:l@RE6Y CERTIFY TO MATTHEW MC DONNELL, W %Q ,y ?q RO *V' ♦ 1 ® •.7 y COMPANY THAT THIS sZVEY wAS PREPARED ITEWART TITLE N RANGE E r dal �I.2 a.50 •)/ ♦♦ I WmH THE CODE OF PRACTICE FOR LAND GFL STATE ASSOCIATION OF .Da(a h /7{y5r°Q%pr��� �93 " / MRVBYOR9Is, THE WA .BASED ON FIELD SURVEY ' •p ems• sT * �pRD h, 00 MAY 2 9 2024 _� �° i o D 0 89. q z q 3jp / Building Department 11 °Se93 Lot 54 % y P HbriARD rL YOUNS,KY5. Na.4 9 , Town of Southold DANIq A YEAVER,N.YS.L5.NO.50T71 Subdivision - tea• �� \ 'Terry Waters" ' 0 / Got IPF Qua SURVEY FOR "rS`'f'ai s6 MATTHEW MG DONNED. b WQ n. 0, H p (/Q�' 4 KATHDfN MAY to^s• 66?2j0 JI A v`• �/ LOT 54"MAP OF TERRY wATER51 Ot Bayvlew,Town Of Southold // LEGEND Suffolk County,New York '•/. f>ao t SS 668• / ..�.a...Yw. FINAL SURVEY ^^(� L/s/, ` 44 ' GLF =CHAIN LINK FENCE ha County Tax Map wma 1000 s.�m„88 e,w 05 wH 46 te GMF CONCRETE MONUMENT FOUND^ / = s , CM5 =CONCRETE MONUMENT SET FIELD SURVEY COMPLETED JJNr 05 20I2 EOP =EDGE OF PAVEMENT MAP PREPARED JUNE OT,2012 IPF = IRON PIPE FOUND Record of Revislons SANITARY MEASUREMENTS IPS =IRON PIPE SET RECORD OF REVISIONS DATE ' AL$NDm eI111Dn16 PERMIT DATA SEIFr.04 2012 o A B / // MLF =METAL FENCE AlENDL'D Buu.Dwe PEIDHIT E seer Ig 2oI2 OL =ON PROPERTY LINE "I'>6 PeRMIr DArA _c_ror 26.2oI2 nT� --- m ROOF OVER l�QN10CATON suavEY DOT-to,2012 ST 17S' 25' RO NOv.O202I NSF =WOOD STAKE FOUND FI' APR 25 2023 LPI W55 =WOOD STAKE SET 40 G o 20 40 80 � LP2 325' 37' / rQ., =UTILITY POLE • =END OF DIRECTION/DISTANCE JOB NO. ole:I°' 40' 2 DW6.2012_0194-0154-2 `t �021_0242_fn I OF 1 �� ��� � • ALLDET NES,WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "5-003" FOR NAILING 4 STRAPPING O U _ EXISTING TO BE DEMOLISHED „ NEW PARTIAL HEIGHT WINDOW CHART - ._ -- ----- - - -- ---- - - -- -- - - ---- W Z O WOOD FRAME (L.G. 5TL. - --- -- O WHEN APPLICABLE) EXISTING TO REMAIN 1 EGRESS TAG / ROUGH OPENING WINDOW DIMENSION GLEAR •J F= vq EW WOOD FRAME C5, NEW FOUNDATION WALL -� COUNT TYPE MODEL # OPENING Q `W N (L F--=� -- HEIGHT -1' - -- WIDTH READ: 2011 STL. WHEN APPLICABLIE) // -- - - ---- HEIGHT REOV:24" __J; L ` - - WIDTH HEIGHT OPEN REO'D: 5,-I S.F. (n Z WIDTH NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL -'_--- - - _- WOOD FRAME (L.G. 5Tl_. E - - ------- - -- --- Z P05T FOR 4 WALLS A (7) CASEMENT - GWI4 -ll 2i-4 4'-O 2-4 -=4-O 8 3 J F- J (MIN. (2) 2"x6" STRUCTURAL WHEN APP IGABLE A-I (2) DOUBLE-HUNG TH24310 2-6 " 4'- 2'-5 1 �-'APPLICABLE) - _�O ��---_ O 2 5 J 4 O Y ,_----- -- 0) O ----- - -- B (7) DOUBLE- o (b) TW2456 2'-(0 2'-5 5'-8 �" a POST FOR 5 , U.O.N. _ NEW 2-HR FIRE RATED - --- -- ---- �- - -- - l O O O " WOOD FRAME (L.G. 5T1_. 1 _ _ J WHEN APPLICABLE) I „ GA5MENT GW15 -2-'-4 5-O 2-4 4 11 J - 11.2 Z d' m D (4) - -- AWNING --AW251 ---2,_4 ++--- - - 2-4 i J1 2'_4 J" _ Q FLOOR PLAN NOTES 1 _ E (2) DOUBLE-HUNG TW210410 3;-O 5'-O 2'-11 5'-O �" Z W O NEN O C - _ '---- -�- POOP,OUT PLANS BYRIJELD--WEN (OR EOUAL).ED 5 2 GOORDINDATE LA��D�ROOM +R DOOR DIM.s F (1)--- -- CASEMENT GW255 4 O 3 5 - - -�� 4 011 3-4 g --I J Of7 ' ---- r > O -] 2.INSTALL NEW EXTERIOR DOORS WIDEN GALLED w/SIZE OF EQUIP. GXW145 3'-O " �C_--4'-5 "-- 2'-I I 4'-4 -- 12--- J OUT ON PLANS BY T7iERMATRU (OR EQUAL). 5.PROVIDE HOOK UPS AS REOS PER MANU. 6 (3) CASEMENT L 3.DOOR TYPE TO SELECT O 4.INSTALL AS PER MANU SPEG.'s L- - _-- - 4'-4 2'-II 4'-4 Q 4 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: ' -- ------- - - ----- G-1 (5) DOUBLE-HUNG TH21042 3-O ELEMENTS AROUND POOP (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O FROM ANY - -- _ `-- 1 -� Z 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR H (5) DOUBLE-HUNG TWI8210 1'-10 S" 3'-O I'-q 3'-O N OPENINGS -- - - -=-� - - _-_=.J =_- � W W (D OSTAIR 8 RAILING NOTE: 3.DUCT 51ZE AS PER MANU. H-I (3) TRANSOM TWT1510 I -10 i - 1-0 - I'-q I'-O" I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER -- _ C ___.t_ _ �C-__ I --_ =C _ _ _ _ ~ 4 MIN. 10 Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. 42" HIGH GUARDRAIL 6 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO I (5) DOUBLE-HUNG TW3442 -3'-6 �" 4'-4 3'-5 4'-4 J" NOT To ALLOW PASSAGE OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ___ ___- _____ _-- -_ - -__- 36" H16H HANDRAIL 8 SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO f I I (5) TRANSOM WTR3415 3'-6 1" I'-7 3'-5 I'-7 - ( �� ----- - ---- ----_-_ ----S J. TO ALLOW PASSAGE OF A 4 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED L. 5. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. - - 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID 4'-4 �" J 2'-I I 4'-4 W WOOD FRAME STAIR: METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS .1 (4) DOUBLE-HUNG TW21042 - -- 5-0 1, I. SEE NOTE ABOVE FOR STAIR 8 RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O 2.RAILINGS SHALL BE WOOD OR PV'G. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL TRANSOM WTR21015 -3-O I'-7 �" 2'-I I ('-7 :]F U SCREWS -- - - _- - - - - - ----- __-- - - - -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER K. (b) GLIDING BASEMENT 2'-O" I'-6" I'-II " I'-5 " F- Lu LOCATION TO THE WALL OR ROOF TERMINATION. THE --_ --- - U CED 2.5 SMOKE DETECTOR / GO DETEGI'OR NOTES: FEET FOR TH OF THE ENDDUCT AND 5L FEE BE T FOP, EACH q0° ------- -- - - -- - ------ - -= --_ - (_,) J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES SMOKE / CARBON MONOXIDE COMBINATION DETECTOR NOT INCLUDE THE TRAN51TION DUCT. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Q 2.INSTALL ALL AS PER MANU. 5PEG.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ELECTRICAL METER: IN COMPLIANCE WITH LOCAL CODE O NEW ELEC. METER AS PER NYS MECH. GORE, E UTILITY CO. STANDARDS OWINDOW NOTE: D `F I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ELECTRICAL PANEL: <(U3 400 SERIES CASEMENT, DOUBLEHUNG,OR 6LIDINC O NEW ELECTRICAL PANEL LOCATION;ALL I I-I 4 (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR INSTALLATION AS PER NY5 ELECTRICAL GORE NATURAL LIGHT VENTILATION SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS -- (HABITABLE 5PACE) AND DOORS" ON PACE 5-002 IF CASEMENT NEW ATTIC AGGE55 - PULL DOWN STAIR: WINDOWS - ALL 05MNT WNDWS SHALL HAVE Og I. MIN. 550 # CAPACITY I-I I-I 5TRAI6HT ARM HINGE WHEN 2.51ZE TO FIT MECH. EQUIP. THROUGH I I 6'-2y2" b'-II" 6'-II 6'-g%2" FLOOR AREA 245 S.F. 7 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE OPENING (MIN. 22"x30") O_ TILT WASH 5.1 HR FIRE RATED GI 4 61 `I' 61 � % REO. S.F. PROV. 3.ALL GLAZING WITHIN IS OF FF TO BE TEMP. 6L. 4.DBL. FRAMING WHEN NEW OPENING 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND S.INSTALL AS PER MANU. SPEC.'S LIGHTING; MIN. 8% WINDOWS (TYP. FOR ALL) U.O.N. b.CONSULT H.O. FOR PRECISE LOCATION OF FLOOR AREA Iq.b S.F. 48.1 S.F. OF AGGE55 to VENTILATION;NOT _ EGRESS NOTE: _ I ASTER (4) RI t b" fly I O A ' LE55 THAN 45% OF _ IN COMPLIANCE WITH NEW PORK STATE BUILDING NEW EXHAUST FAN AS PER NY5 MECH. T ; SITTING ROOM ' n1 S.B S.F. 34.6 S.F. (3) Tr � t 10" UP m � MIN. GLAZED AREA CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF O CODE; INSTALL A5 PER MANU. 5PE05 O 1�1 114 S.F. 2(wo 18+_q,+ REQUIRED EORE55 SHALL BE FOLLOWED: 4 � NET CLEAR OFENINO........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM 7-O" O ---- ^-_- ------`' ��---- - - NATURAL LIGHT # VENTILATION NET CLEAR WIDTH................. 20" MINIMUM Yon. � (HABITABLE SPACE) I y FLOOR AREA 5c" S.F. j % REO. S.F. PROV. z O MASTER j 3 MASTER y, A, LIGHTING;MIN. 8% 4'x4'-6" BATHROOM 3 2¢xb$ d BEDROOM I 4 31.8 S.F. 125.4 S.F. ® ®- -TILE- OF FLOOR AREA N _ L HOWE SM/GO - - ---------------- --___-__-=-= VENTILATION;NOT --a~ 12'-0" LESS THAN 45% OF F- �' d m 14.5 S.F. 125.4 S.F. MIN. GLAZED AREA 0. q cl G 4 C 4 G 4 REQUIRED m u - 3 O s 2 I z g 4'-O" - 14'-4" a 2 xb N m 6I I m GL. ry+w1�� WALK-IN 1 I w O 4 GL. T I 1 � o o z U N BEDROOM ? j +s� I J-1 I4o S.F. u N 4 - -- - - 3 1 1 1 42 - \ I Q \ i t 1 1 u� STORAGE ` I 0 0 6 3 I 5M/CO BATHROOM 4 ® 1 PROJECT: -TILE- 1 NEW 12,000 BTU DECTLESS NATURAL LIGHT 4 VENTILATION SM/CO a Q (HABITABLE SPACE) 4 2 x6 2 _ ry+ _ _ I CONNECT LINE MINI ASYREO'D b - -- -- v 1 FROM A/G COND. MAY-M CDO N N E LL FLOOR AREA 140 S.F. A-4ol 3Qx6s �+ 1 O p :o (Ib) RI t-i.5`' NEW HALLWAY 3 INSULATED 1 NEW >I 3 BEDROOM 5 N n RESIDENCE % REO. S.F. PROV. (15) Tr ® t 10' DN HALLWAY / m P „ I 5417 S.F. 1 LIGHTING;MIN. 5% 1 SM/CO �� O) RF'o 10"6 / 5M/CO OF FLOOR AREA 11.2 S.F. 36.0 S.F. ryq+ +s� _ -- 400 PLEASANT PLACE VENTILATION;NOT / I I LE55 THAN 45% OF - 6'-OI' - 5.0 S.F. 36.0 S.F. O 2¢xba 2�x6d LAUNDRY / MIN. REQUIRED AREA 3 1 �C�• Q 2 / 1 1 SOUTHOLD, NY 11971 � 4Qxb$ ! I1 SM/CO 1 ,�+`� , / 1 I DRAWING TITLE: s L� sM/co I G a I 1 PROPOSED SECOND FLOOR PLAN BEDROOM 3 Q'' BEDROOM 41 -1 a 114 S.F. ,� 106 S.F. BATHROOM 5 y I I " -TILE-IN " A-501 I ( A-501 0 1 I PAGE: - Aw CI C 4 C 4 C 4 m m O� A-10 0 A 4 A 4 A 4 4 A � NATURAL LIGHT $ VENTILATION -6" 5'-b" 4'-0" (HABITABLE 5PAGE) DATE: 06/09/21 7 OF 20 NATURAL LIGHT 8 VENTILATION - 1o'-b" �'-o" Io'-b" 3'-0" Ib'-o" 3'-0" (HABITABLE SPACE FLOOR AREA 106 S.F. . FLOOR AREA 114 S.F. (p % REO. S.F. PROV. 0 ' % REO. S.F. PROV. MIN 8.5 S.F. ib.b S.F. I ' I' •' � 1' o16H FLOOR AREA p r LIGFfTING;MIN. B% - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENTILATION;NOT - MAY 24 2024 C�w�` �l. q.l S.F. Ib.b S.F. 3.8 S.F. I6.6 S.F. � . � ".•r OF FLOOR AREA LESS THAN 45% OF _ ?• MIN. GLAZED AREA VENTILATION;NOT REQUIRED ;fi.i....,;?`.;:r; LESS THAN 45% OF 4.1 S.F. Ib.b S.F. MIN. GLAZED AREA 5'-3y2" 30'-0" I4'-O" �" REQUIRED +• . _73'-0/2" N 0 5 10 20 � PROPOSED SECOND FLOOR PL•1""t1 V GRAPHIC SCALE 1,402 S.F. HAE3ITABLE SPAGr-; 1,402 S.F. GROSS AREA SCALE: 1/4" = I'-a" 517E PLAN HATCH KEY: CL PROPOSED RESIDENCE Z 0 - PROPOSED GREENHOUSE W CV Must au TA Manuals � � r-I R H O G PROPOSED DEGK/P - _ Q D,J and S as Per NYS z Ener&syy Code o � z J _ E J" d�Ln CEP QV D AS NOTED -R :' a onATE: Z6 I ti er d S q� ..�. � FEE: BY: c^Tt+ d1' Z NOTIFY BUiLDIr�k-) D :`wR -I;T EL=S.b �"SIT3 `i' ,C ..� t. EL=7.5 2 765-1802 8AM TO Y �'�4 FOR IE N66°22'10"Vy 116.68' FACE <E z w FOLLOWING INSrcC IC)N'S: - - - - - - - - - - Q J 1. FOUNDATION . T'yd,.� REQUIRED -- J 00 R ROURED C1,NC &E:i"E I �_�� I ,�� PROJECT LOCATION & SCOPE Z � 2, ROUGH - FR�:n>til;aa, & iyLUMBING _ � � 3. INSULATION PROPOSED 2 570R1' FRAME HOUSE OARAOE. A77ACHED SITE PLAN & ZONING DATA ! � rl 4, FINAL - CONSTRUCTION MUST Z � 0 OR ENHOUSE. COVERED PORCH AND DECKS. Q Z 4 BE COMPLETE f�Ct? �;;q. �I --- - - ---- - -- ---I ALL COEVEN.r CTIC^t EC L M EET 3K - ® GENERAL NOTES �'- w Cfl REQUIREnEEw'TS Q!=THE C{ €3 .5 OF F' 1 to r-I 1'ORK'STATE RIQI I;ESPQi'S' ;= F 13 ENERGY TABLE I` = to I p Q OLN ®� �� STRUCTURAL DESIGN CHART S PROJECT / ZONING DATA - r - - -------- - - - - 35 REAR YARD SETBACK -- v PRINCIPAL BUILDING TAX MAP # HOEDOWN, ANCHOR BOLT, ENVELOPE l000 8a 5 46 - -J STRAPPING, & NAILING DETAILS w Q ZONING DISTRICT R-40 NC m LOT AREA L FASTENING SCHEDULE W � � 0.4 ACRES - - - - ... - - --- - - - -- - - ---- -- - -- U QQ ,®® FRAMING GRAPHICS FEMA FLOOD ZONE X / SHADED X C.) 'BEAM CONNECTION PATTERNS _ J ; 2 STORM WATER \ I WETLANDS DISTRICT NO U Z CHAMBERS FOR NEW t 5 MIN. FIREBLOCKING DETAILS Q OUNDER DECK ® - /' -- - - BASEMENT WALK-OUT - DEC DISTRICT NO PROPOSED FOUNDATION PLAN _ 7 BDRM. L � SUFFOLK COUNTY HD APPROVAL R-21 Ob41 3 In $ DECK _ SYSTEM 20.0 - EXISTING PROPOSED . :G. :,..... -- - - - - - � NEW t � I- v HABITABLE SPACE i �i _ _ _; 1 D.W. 10 MIN. ;o GREENHOUSE m I �t- ,�® PROPOSED FIRST FLOOR PLAN ` - f- 'aA5EMENT AREA O S.F. 1042.1 S.F. t 1 ', FIRST FLOOR AREA = I, _ � • - - EL-b.gb 24.0' La - O S.F. 1,455 S.F �I DECK _ NEW 1,000 14.0' } SECOND FLOOR AREA O S.F. 1,402 S.F. /` - . A PROPOSED SECOND FLOOR PLAN O' MIN. 2 STORY FRAME HOUSE GAL. Q BURIED 0 1 PROPOSED O 11I TOTAL BEDROOM COUNT O 5 u�I PROPANE 5.3 4 GARAGE F.F.-14.6 I _.,_ _., ,. . .-_,_,_. _, .. _,_.-. .•, -_„-.___,.. __,_ . _...___ ,.._...__..,_. __. __.,.... _ w. ___",____ ! j z OAR. SLAB-10.6 COMPLY WITH ALL CODES Oi-" � � O LOT GOV1rRAGE 1 -- h4EU'J YC3RK STATE & TC? "1I~1 CC3D _ PROPOSED ROOF PLAN o w ES I - DESGRIF T ION (FOOTPRINT) AREA LOT S F / t - - - A5 REQUIRE© AND CQNDlT,O'�� U � 3O•o' � ', COVERAGE I 1 E.P. Tl�'414 ZEA EL=7 I' GOV�.�D PORCH 0 TOTAL LOT AREA 15,255.0 S.F. u�1 n Tr;A:�p!Atilt"'� "r NEW NEW , i ,� ( cV - � 1 � ICI 59 'gGnr• I LP L.P. 35' FRO YARD SETBACK z Z PRUPv^^S D HOUSE GARAGE 2236.0 S.F. 12.5% A-20I .00 PROPOSED EXTERIOR ELEVATIONS NEW PROPOSED GREENHOUSE 200.0 S.F. I.19 ......_ N`(.S.DEC EW _ \E.P. L.P. I PROPOSED PORCH =452.5 S.F. - - 2.530 _ � 1 � S.T. � \ i � F r -- - - - - - -- -- -- - - - - - \ NEW 1 M.N. 1 NEN PROPOSED Dr_GKS 265.0 S.F. 1.53b f,.< --_ �' 02 .00 PROPOSED EXTERIOR ELEVATIONS t _ �J\ ♦ TOTAL AREA OF ALL STRUCTURES I, 3153.8 S.F. ji 17.39b OCCUPANCY OR - NEW L.P. L.P. SUPPLY LINE MAXI� " MUM LOT COVERAGE ALLOWED - 20Y NEW PROP. WATER Ca AWVFUL o HOLE w 4 - - - -- - - - - T UNL 6 ` EL. O _ --- - - - --- - - -. . .. USE IS 50 00 RTIFICATF. EL=7.73� �`,� � �� - BUILDING SECTIONS WITHOUT CE \ � Q EL-10.57 - PRINCIPAL BUILDDlNG _ ' REaU 1�:ED 5ETBACKS z OF OCCUPANCY - - - - - - - - - REQUIRED EXIST. PROPOSED COMPLIES 0 ; EL-7.g7 'YARD - - - - -- - - - -- - - --- - - - - - -- - - - 5 UTILITY ° 566 22 10 E -� C1 151' POLE FRONT YARD . BUILDING SECTIONS w LIL 12 35.0 O.O 35.0 YES � (PLEASANT PLACE) i i RETAIN STORM WATER RUNOFF EL=5.44' FRONT YARD �I . EL-8.4q 55.0 0.0 3bS YES 1 PURSUANT TO CHAPTER 236 .�� (RAMBLER ROAD) Q UJI OF THE TOWN CODE, 10.01 - -- - - --- ---- - o SI)✓E YP,RD 0.0' 10.0' YES r:►�LPI.lh�u _ 40 .00 DESIGN DETAILS EL=5 31' REAR YARD 55.0' 0.0' 63.0' YES PROJECT: .. :. - III 1` `'!`NG.B FCKE COVERING` -- - - PLUMBED' rF� T1FICATION L N T L �c C - - - - - - - - - -- - - - -- - - - MAY-MCDONNELL ON LEAD G:}:`„ � ��` BEFORE ,00 DESIGN DETAILS RESIDENCE CERTIFICATE Uri OCICUPANCY ELECTRICAL USED IN WA TER INSPECTION REQUIRED E -- - - - ---------- SOLDER --- --- ---- - -- SUPPLY SYSTEM CANNOT �- I � I -�� DWV/ WATER SUPPLY RISER -- 400 PLEASANT PLACE EXCEED 2110 OF 1% LEAD. SOUTHOLD, NY 11971 GAS RISER TCUSS PLACAnDIRG REQUIRED 0 5 10 W 50 ,� 50 - -- DRAWING TITLE: 5 I TE FLAt l ,All exterior Iighting . t-' A�.'1176-+��"At1� ?(+Af� �!*^ 6RAPHIG SCALE I"MI5' PROJECT LOCATION & SCOPE ,:�::: \\\\ :\�� c... - \ v p of _ - IT S E PLAN� & ZONINGD SGA E• 1'-0" IS O ATA L \f \11 conform �ha c o u FRAMING P ared s < . ° 4 R N,a UNTIL TL R SU VE Y. z . a' o Chapter 172 , OF,FOUNDATION LOCATION P <� . ..4• o. �I T I '-t BEEN 1� � APP ROVED V dLAYOUT 0 ED. Town Coe O IT N \he T 5 E07E5:Q_ t w, ` 1 r w \ ,N o .<r., ':a , I AN 8 a` `i� I. THIS IS AN ARCHITECT'S 5 TE P 15 L r e < SUBJECT T VERIFICATION BY A LICENSED 06.12.2012 SU O ,.: ,..$,,.F f \ DRYWE DRAINAGE STRU.TURF NOTE: ~F t. n LL/ SURVEYOR. THE INFORMATION PAGE: F 3 TE THOLE DAT _ A MINIMUM 10 SEPARATION 15 REQUIRED s A N I SITE AN I THE REPRESENTED O THIS 5 P 5 TO .., ,:,:,_ r `\::,., ., .. .. .,,,. .:,.. �::• ��:`: ':'.:: PLAN 3 � i D 00 MGDONAL 6E05GIENGE E N HATER VICE , i B TWEE W TE SERVICE . RGHITE T5 BEST OF KNOW EDGE.A G L _ E S AI S SEPTIC EAGHING _00 LIN LATERAL N L r EL�u.o' 1 f STORMWATER SEWER AND THE EDGE OF ALL \\` <m n: =J�. w 2. SURVEY INFORMATION WAS OBTAINED c, ® IM = wee` \`;. ,, R ....... 1 4 DARK BROWN DRAINAGEEAGHING STRUCTURES AS PER _ ,; L FROM A SURVEY DATED SEPTEMBER 26, � � .� � �}'i,,, , .r�,>„ . � <, . .,. LOAM >� S.G.D.H.S t '7 s a, I D PREPARED BY: «20 2 AN P A SM BROWN sILTr a « 2.0' 4= F . AND _ 5 �, yz „ 5 SUBJECT PROPERTY LE ADER NOTE . ' YOUNG d YOUNG `"< r L ,, � FROM COMING, RO CONNECT ALL LEADERS _;� � ,�: �, ... ;� DATE:\ ,�' 06 0 1 IG 458g3 9 2 L . / GUTTERS TO NEAREST DRYWEI_L. j < / 1 0 F 1 r 400 05TR NDER AVENUE „i 47, I HAD NY Iq0 GROUNDWATER NOTE. �: „§ m „ BOTTOM OF DRY WELL MINIMUM 2 ABOVE BROWN FINE TO17 (631) 727.2303 f r �S sw `•< COARSE SAND GROUNDWATER. z ,. 51 er fi„r\ ka { _ / < DRAINAGE SYSTEM CALCULATIONS: r p NOTE. L4 C+ �i C ?d A 8� 5 Ft. V ED ARE 2 HOUSE GO ER 10.4' I D AP DATA FROM SURVEY �.FLOOD M D R 5 RVE �L r` \`'3 % N 0 I X e d.0.17 4q2 a 88q 5 Ft. X #.2 ��` o k V. ^b bbH w��` Sc L. 36103G01 � -...._ FT OF: 8 DIA POOL REQUIRED ' \.., , • " , 4g2/42.2= 12 VERTICAL � `�\ MAP DATE. Oq/25/200q r r I 3 8 DIA. X 4 STOt;M DRAIN POOLS PROVIDE ( ) FOOD ZONES X 8 SHADED X '�"` •• -... �, r .. .� ` I TER IN .. -..,. mow°' : .,,>,<�<.,��:��k , ». BROWN FINE TOf� sw COARSE SAND 2. 517E PROTECTION/SILT FENCING TO BE DRAINAGE SYSTEM CALCULATIONS: INSTALLED AS REQUIRED BY SOUTHOLD L � �:' BASEMENT WALK-OUT AREA= I7& 5c1. Ft. w TOWN. \ „ wa ate" :. 178 Scl•. Ft. X 0.17= 31 >...,., ..,.,..<,. „ .�"•j. 3. SURFACE WATERS AND WETLANDS ARE 1 31/35.37(UNIT)= PROVIDE 2 STORM WATER CHAMBERS LOCATI ON MAP GULTEG MODEL #180HD OR ECUAL LOCATED WITHIN 300 OF THE PROPERTY. C.OMMENT5: WATER ENCOUNTERED 10.4'BELOW 5URFACE 4. ELEVATIONS REFERENCE NAVD 88 SCALE: NTS 4 - - -__ --- _ NOTES � Si=E:G I F 1 GAT(CONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION CONCRETE AND MASONRY ABBRE Y I AT I ONS O I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = &75) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- - - - -_ . -- - - - ---_ _ - '. - - --_ __- ---_- __ - _-_-_-- .-- - - --__- _-___ ___- „ -_ _� V TOGETHER AT ALL TIMES. IT IS ALSO THE GONTZ4GTOR'S RESPONSIBILITY TO READ ALL NOTES, IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BIND(=D I II - - - i PRE50RIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD. BOARD INSUL. INSULATION l Q H O OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. - _ -- - - -- --- --- - - - - - ; -__ -------I_______ SPEGIPIGATIONS,AND BE FAMILIARI7_ED WITH THE PLANS PRIOR TO WORK 8' MIN. FOUNDATION EXPOSURE. ' AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ��BFE BASE FLOOD ELEVATION i INT. INTERIOR W � N GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT _ _ _,, --_ -K - -._-_ _ j KIPS (1000 LBS) ll J F_ T-I GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL - - BUILDING 1 -- - ----- - � _ --= I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE -- - - '-_- -- - - PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (I) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501E TO HAVE MIN. $FARING CAPACITY OF (U TON/SQ. FT., U.O.N. - -- - [ - --- - MANUFACTURER'S SPEGIFIGATIONS a W >- APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GDUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS MANU. _PEG.S BM BEAM I - - - - 2. ALL CONSTRUCTION SHALL 8E PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTIN05 TO REST A MIN. OF 4'-O BELOW GRADE, UNLE55 I B.O. BOTTOM OF ' MAX. I MAXIMUM H_ 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED -- - ---- ___. _ _ _ _ _ ____ _ I - --- -- ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - - - -- -_ -- - Z EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, J 5TRUGTURE/SITE SHALL $E FIELD VEFIFIED BY GENERAL CONTRACTOR. MECHANICAL - J J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, G UM,RHARD$OARD AND STRUCTURAL 5. WALLS TO BE POURED GONG13.0.N. I - _ _ _ ___ ___-___ I PREFABRICATED HOOD I-JOISTS, J CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.u.o.N. BOT. BOTTOM MEGH 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL CODESBOTTOM OF WALL MIN. 'MINIMUM � FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ AND AUTHORITIES HAVING JURISDICTION. I ' RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 l NORTH AMERIGAN VERTICAL DATUM OF Ig88 JI O O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, -_ _ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN55. ' Ln m OF THE OWNER/BUILDER I COL. I COLUMN i; NYG BG NEW YORK CITY BUILDING CODE >- ' Im INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ,-- - -- - - - _ _ I --_--- ---_- : -= Z 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE GRADFMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, FTC. TO BE FILLED - - 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. 'GONT. CONTINUOUS O.G. ON CENTER O SHALL BE CLARIFIED WITH THE ARCH ITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE -- -- ---_. I DOUBLE 11 OCC. 11 OCCUPANCY WITH THE WORK. Ix DBE= _- _ __ - ___ ____ ____J Z q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO $F INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE -, _- DFE DESIGN FLOOD ELEVATION - PBFE PRELIMINARY BASE FLOOD ELEVATION 1 Q W GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MAR OR G G-00 _ �I - __ __ UNLE55 APPROVED $Y THE ARGHITEC.T/ENGINEFR. DAYS OF 4,000 P.5.1., U.O.N. -- _ -_ --- _--------- __ - J M SHALL BE MAD 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTE L F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. - - ;II P. GONG. POURED CONCRETE i J 00 DIMENSION '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS = - - O ON PAGE 0-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH D J -----_-- -- -_--- - - -__ - - BEFORE THE START OF FRAMING ROOF AND I5 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER I' DEG_ .JOISTS - II __ 11 PLATE --- -- - - Z_ O 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE.ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.3. PRFFA$RIGATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. - I EACH -1 PLYWD_ - I PLYWOOD I J T-i C) I IONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 _ ELEV. - - ELEVATION �I ----------- __--I,----- r- _ - _ --_ -` - - _ -==111 le O q. DO NOT SCALE DRAWINGS, WRITTEN DIMENS 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - I P T 1L-RE55URE TREATED Q Z �..� NAILING AS PER FASTENING SCHEDULE ON PAGE 5-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (I) WALL TIE PER (3) 50.FT. - - _ ___ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT I - - - - --- II LL J N CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL - - ----- - - REQ D --- -- --- -- REQUIRED- -- - _ - - ;I W (D 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK' HOUSE WRAP OR f?EQUIREMFNTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH IOINT AT 6RIGK LEDGC POND PROVIDE WEEP HOLES, EXISTING l[Rf III R15ER -- - LO m Ti II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ~ 6 APPROVED EQUAL. EVALUATION REPORT. MAX. 32--0' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. __ __ _ EXTERIOR IIl RM. ROOM I i Q 0 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (U GOAT O TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. -, _- -_-_-_-_ I_ ___I J PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FIN15H GRADE. - --- --- - _-- '- - - - - --- -- - - - - A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. I FRESH AIR INTAKE II R.R. ;ROOF RAFTER - - 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 - - - .-- J - ----_ - -_ --- __- ___ - _ _ __ _ ____ __- __- 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMP051TE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6_NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES , II EXCEED 5'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE-55 APPROVED BY ARCHITECT/ENGINEER. NO I �FLOOR AREA RATIO 5TL I STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. -- - - _ - _ __'__ _ - RESPONSIBLE FOR DE51ON INTENT ONLY. FAR - 15. TOP PLATES TO $F DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 11 FRESH AIR VENT I�S.V. SMART VENT W - __- _- . _: -_- G-005. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITiVE5 SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BYIx - -` - `_-_ - - -_- -_- -- _-___ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL jI WOOD TRU55EB SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENG!NEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORk:, THE CONTRACTOR SHALL REMOVE ALL -- - - - _-_ -___ __-_. _ ____,_ __ _-- -_-- I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS --- - RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK - - - - _- - I V SET FORTH 0. PROVIDE BITUMINOUS TEMP GL. I TEMPERED GLASS W ' BROOM GLEAN. NECESSARY. GONNEGTEDIWOODI TRUSS CONSTRUCTION, STANDARD DE�GN DRAWINGS WHERE EVER APPLICABLE JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND - ELEV. -- III FIRST FLOOR ELEVATION _ - - 1I _ N - -_-- I5. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I1 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S GODS EVALUATION REPORT. F.J. ____]�1 FLOOR JOISTS - - LTHK. _ - �I THICK -- 1 = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES la. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A I FOUND. I FOUNDATION I U J 18. AT WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10 DEEP PROJECTING b' ON EACH SIDE OF THE FOUNDATION WALL. T.O.W. �TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK = - - __- - -- ___ _ -- ---_- __ __ _ _-_ --1, _- FLOOD RE515TANT CONSTRUCTION ELEVATION Tr II TREAD Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, ASTM 03-I SPEGIFIGATION FOR GYPSUM LATH, OR ASTM G"iq CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. I FRGE _ II - -_ - - -- - -_ - - - - - - -- - -- - - _1 SPECIFICATION FOR GYPSUM SHEATHING BOARD. __ - - Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FR. - I - - -- - - - - - - - - 11 I FRAME TYP. TYPICAL I COMPLETION OF PROJECT. - - - I - - - ---- -- --J --- ------.------.-- -------------�---------- 11 AS PER PAGE 6-003.AT ROUGH 5 PROVIDE ALL APPLICABLE NAILING AND STRAPPING I.-I. HARDBOARD. HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS NOSOL D SECOND N50UND CONDITIOND IWITH AN EXIST. POO�NG ONS F M 1° I6E WIDE( xE8 FIREPROOF ,I U.O.N. II UNLESS OTHERWISE NOTED I " ` I-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, � MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP B 3'-O" BELOW GRADE. FRPR. , - - I �I_ - ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRFSFRVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - 1 - - -- - - -- -- - -- '_ - - - -- - - - - - -_ c f I AGAINST ALL CLAIMS, DAMAGE5, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLA55 WINDOWS AND DOORS - FTC. I FOOTING VERT. J VERTICAL J ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: I. ALL GLA55 TO BE INSULATED LOW E, UNLESS OTHERWISE SPECIFIED. - I - _ __-_ -__ --- ---�- --__ ____ ---_- -_-_- THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. I VERIFY IN FIELD I 1b.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER - - - -__ - - - - -_ _ -_ _ _ - -_ ---------- ------- --- --- 15 - _ - --- -- ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. :I 1 - ----I .. - -- --- ------' ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO "., INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR I5 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER H.D. HOLD DOWN W/ WITH ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 I) CONSTRUCTION AND - � _-_- _- _ --_- __ - _ ------- - __-__==_I - - [_.- -- - - J WOOD "` WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED - - '' HEADER I ND. -- - _ _ _ - - - CONTRACTOR, ANY SUBCONTRACTOR., ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, ____ __ ___ _-_ ____--_- .. _ ___ _ _ EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE UNLESS OTHERWISE NOTED. HANGER ZR I'ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 4. ALL GLA55 UNITS SHALL E E INSTALLED IN STRICT ACCORDANCE WITH HOR -- - '1 - -- - - - BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A = I - Ji �f -- A. TRUSS JOIST McMILLIAN I.qE MIGROLAM HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (OS$), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPEGIFIGATIONS. 15. ALL MATERIALS, ASSEMBLIES, AN:7 METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFFRBOARD USED IN STRUCTURAL IONS SHALL MEET _ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE - -- _- -_____ _ - ____ - - _____ -____ ___- -__ _ _-_ ___- ENERGY CONSERVATION GONSTRUGTION GORE. I OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT � I TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR INSULATION FENESTRATION �� �� APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. - O ST 00 ACCORDANCE T T APPLICABLE GOD EVALUATION PORTS. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN HE MANUFACTURERS 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL I' -- - FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, SCREENS EXTERIOR ARDWARE N ESOSARY FOR PROPER FUNCTION SUCH - - - - - I AUTHORIZATION OF THE ARGHITEGT/E:NGINEER. T ''I ICODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN5I A208.1 AND ANY 11 ' Icf. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING5 REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 1, PROPOSED DESIGN CODE PRESCRIPTIVE VALUE I$ , I NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. I COMPONENT I ;I GOMPL I ES NOT BF GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS II VALUE I, GITATION (PER 2020 NYSEGCG) It ' PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED THEY NOT 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. II I; ;ii, I I RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTSSHALL MEET THE PROVISIONS OF AN51/AHA AIg4.I CELLULOSIC _-- - - _ _ _. _ .- ._---_ -_- _ _ - ___ _ __ _ ____- I I 20. CONTRACTOR TO REMOVE d RE AS REQUIRED ALL EXISTING WORK q. ALL WINDOWS TO BE ANDEQ,_,EN. IF CONTRACTOR I5 TO SUBSTITUTE WITH EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR c I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. ANOTHER WINDOW MANUFACTuRER, IT 15 THE RESPONSIBILITY OF THE I MAX. U-VALUE = 0.52 I I I IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE GELLULOSIG FIBER INSULATING BOARD. I U-VALUE = 0.25 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH I FENESTRATION U-VALUE I MAX. AIR LEAKAGE = 0.50 GFM/SF YE5 II I I I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S THE CHARACTERISTICS OF TL":` ANDERSEN WINDOW SPECIFIED. THE I AIR LEAKAGE = 0.30 GFM/SF SPECIFICATIONS, UNLESS NOTED OTH'.=RWISE. 24. NOTCHES IN EITHER EDGE OF 57UDS SHALL NOT B2 LOCATED IN THE STRUGTURA P IGA ON5 5HA L MEET THE REQUIREMENTS OF U.S. i _ ____L AP L TI L -_-_. - - _- - 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED INit CHARACTERISTICS ARE: AS FOLLOWS, BUT NOT LIMITED TO: DE51ON PRESSURE, II PER R402.4.3 � TABLE-R402.1.4 CLIMATE ZONE 4 II I I I „1 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS I -- _-- - 22. PROVIDE FIREBLOGKNG A5 PER, NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENTS. I, I MIN. R-VALUE = 4cl I I (PS- U, THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL CEILING R-VALUE '1 i BATT INSULATION _ YES 25. PLEASE NOTE THAT THESE PLANET ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE - - _ .-. - -- I I I - - - l'PER TABLE R402.1.2 -- CLIMATE ZONE-4 = -__ - _ -- - ! REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/8' TO THE EDGE OF THE STUD. REPORTS. --- j 1 UNAUTHORIZED USE UNDER FEDERAL LAW 8Y THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. TEMPERED GLASS. COPYRIGHT PROTECTION ACT OF Iqr10 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ;EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) I I I 'I R-21 BATT INSULATION YE5 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE II. EXTERIOR GLAZING HALL BE PROTECTED FROM WINDBORNE DEBRIS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 I CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. CODES AND REFERENCE STANDARD_ CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ___ „-_ --, __--_ - 1I- _ _ _ ___ __ _j, _ _ ___ I I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW PORK NOTES, AND TABLES ON PAGE G-003 b G-004. THE FASTENING 5GHEDULE MISSILE TEST OF ASTM Elggb AND ASTM E1886 AS MODIFIED BY 2020 NYS BG N 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 0.2.1 SQUARE AND I STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET i, I' MIN R-VALUE = Icl ! F_ HEX BOLTS AND SCREWS (INCH SERIES). FLOOR R-VALUE R-50 BATT INSULATION I NEH YORK STATE PROPERTY PER TABLE R402.1.2 - CLIMATE ZONE 4 YES L STATE ENERGY CONSERVATION G10NSTRUGTIOODo REND 2020 NEW YORK SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED AN51/DASMAMINTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR - - I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING - - 2.2.2. LAG SCREWS: LAG SCREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ I 2. REFERENCE STANDARD USED FOR'. ALL WOOD FRAMING, CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). -" I I WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. A5 AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH � j ' 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LE55 THAN J" AND A SPAN OF NOT MORE THAN &' SHALL ---- -- -- -- - - - -- -- GONSTRUGTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 26. COLUMN $FARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE m O NEW YORK STATE TREATED WOODHOOD P05TINO TO BE BLOCKED SOLID COLUMI S ARE TOLL Pq/ END ORAIN, STANDARD FOR METAL PLATE BEAR UPON FOUND. THE GOVERNING BUILD INS CODES, AND ANYDADDITTIIONNAAL REQUIREMENTSS �N f'�DRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS W- - - --t-- - ------- ---I- (AFBPA) AMERIGAN WOOD COUNCIL IAWG). I 3. ALL PLUMBING WORK SHALL CONFORM TO THE2 20 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE I PLUMBING CODE. WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. GORR01.2. ATTACHMENT T A 5 ANT ANDRTH AANGH SHALL BE SHALL PERMANENT ANERMANENTLY INSTALLED - - w SECURE w/(2) I/2 ANCHOR BOLTS (4 LONG EXPANSION BOLTS ® ON THE BUDDING. - _--_ __ - -- - -. - w 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE EXIST. WALLS I 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q I MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16° GAGE ARE SPECIFIED, MINIMUM STM A653, STRUCTURAL QU TY, - --- - - - ---- - -_,l 0 I I I WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 7ABL.E R501 .7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS AND ANY PLUMBINGI CLIMATIC CcEOGRAPHIG DESIGN CRITERIA , GORE, NFPA "IO AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS II=_--I- ..--.---- __. _ ------___ ---- -__ _ _!i PROJECT: - - JI__. - - - - - - _' '! --- - CONSTRUCTION CODE. STANDARD WITH TOP GRPSL® HARDKASTEEL LI(v4/ NOTED MNS TO E MAIN ES 4 ANCHORT PLATE BOLTS,LONG CODE EVALUATION REPORTS. SYSTEMS TO NY5 PLUME>ING CODE AND NYS DEC, REGULATIONS. _ - I GROUND SNOW LOAD 25 LB5 (,III w/b" RISE 8 w/ (2) s/4"� BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS. NAILS SHALL COMPLY WITH A57M F I66'7 STANDARD 2. PROVIDE HO 7 AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE 11 11 SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. I STRUCTURAL MEMBER Ii II I BASIC WIND SPEED 13-- MPH II MAY-MCDON N ELL DEFLEGTI ON- - - - ----- -- - ---------------- ---------I ADAPTED 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION RESIDENCE � GENERAL WIND PROTECTION CONNECTION NOTES: STAPLES 1 \ES I D E N C E ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2h.SHALL MEET THE REQU REMENT5 OF THE 60VF-RNINO $UDDINO CODE AND AT BASE OF VERTICAL WASTE PIPES. I RAFTERS HAVING SLOPES GREATER THEN 5/12 EXP05URE CATEGORY B CONSTRUCTION;5STD 10-qq AND 2018 550 HIGH WIND EDITION WOOD FRAME L/180 -- -- -- I - .- - .---.-- -- CONSTRUCTION _ W/ NO FINISHED CEILING ATTACHED TO RAFTERS AND ANY ADDITIONAL REQUIR.EMENT5 AS SET FORTH IN THE 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115 PER MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. 1 1I _ __ SEISMIC DESIGN CATEGORY I, B ---- -----. ------- I. A CONTINUOUS LOAD PATH BETW=EN FOOTINGS, FOUNDATION WALLS, ASPHALT ROOFING SHINGLES SCREWS: SCREWS SHALL COMPLY WITH ANSI ASME B 18.6.1 GENERA TRAP A I', I !- -------. ______._____-_-__-_--_- -_- -_-_-__ . _ _ _ -----_ -_'I FLOOR5, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. - I WEATHERING SEVERE I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING 2 _ - - - -______ -,I _ - - 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. 22�WOODSCREW5 (INCH SERIES). 5 L P15H WADS HASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED. INTERIOR WALLS 6 PARTITIONS H/180 400 PLEASANT PLACE LAVATORY...............................................2" INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL - KITCHEN SINK........................................2 L/360 3_p SOUTHOLD NY 11971 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE FLOORS 8 PLASTERED CEILINGS : 1 - - - - NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE _ TKO R/TUB..........................................2" _ . __ ___-___-_-_ FROST LINE DEPTH i ILET 3. METAL PLATES, CONNECTORS, SCREENS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF FAVF TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: 3 ALL OTHER STRUCTURAL MEMBERS L/240 II TERMITE MODERATE TO HEAVY 1 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. _ LAUNDRY .................................................2" it - - 1'I -------- - - - - ----- - - ;! - DRAWINGTITLE:----------- AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. FLOOR DRAIN..........................................3 I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 I I " - - - --- - --- - 3. PROVIDE FLASHING NECESSARY FOR HATER TIGHT AND WEATHERPROOF SUBSTITUTED KITH AN APPROVED EQUAL PRODUCT. C _- -____ __- -__ ___ ____ --------- I1ICE BARRIER REQUIRED YE5 ALL ---- -- --- --- -- � - -- GENERAL NOTES 4. WHERE WINDOWS AND DOORS IN--ERRUPT WOOD STRUCTURAL PANEL _- -- --_ ____ _ _- I--- -- --- -- --- --- - -- - -- - _ CONSTRUCTION. --- _- - L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIEDI ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS "SIMPSON" MANUFACTURER. THROUGH ROOF.S TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4' EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES - --- II . DRAIN COCKS AS REOV. H05E BIB5 SHALL BE PROVIDED WITH BACKFLOW I I L/12o II STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5PNAILI G OF ROOFING SHALL BE TO CODE. PROTECTION. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES I' _ 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN E 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I-------- - --- - RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER I5 INDICATED IN ES,CON PRODUCT LITERATURE. THERE MAY BE SEVERAL WITH HASTE FROM OMW CLOTHES KAHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED - - - _ - ___LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY - LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY SIMPSON PROTECTION. l RAFTERS. PERMITTEDSTRUCTURAL DESION LOADS i, PAGE: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 1 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT FAGH RAFTER BEARING. -i, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 1i Aw"' 0 '(. FLOOR TO FLOOR HOLD-DOWNS TO $F PROVIDED EVERY 48" AND EVERY 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I I I6' WITHIN 4 OF EXTERIOR CORNERS. A SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF HEALTH DEPARTMENT STANDARDS AND REGULATIONS. I DEAD LOAD ' USE LIVE LOAD - - _ - - - &. ASPHALT IO. APPROVAL AND F PLUGTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR L__________MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONGEALMENT OF PLUMBINEi. IU-0ki A"' ■ SPECIFICATIONS OF THE PRODUCT BEING INSTALLEDki 40 psf I 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 'I 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES II. NOTCHING AND BORINv OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. _ __ OF AND 3 x3 xj WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY p PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT NOR ANY POTENTIAL DAMAGE THEREOF. ; DECKS 40 sf II, 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -I" IN CONCRETE/MASONRY 8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON' TOP MOUNTED BEAM I 50 psf AS PER PLAN _�'; II, DATE: 06/09/21 2 OF 19 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 5YF5UM HALL AND AT SPACING NOT EXCEEDING 4' ON CENTER. HANOER SHALL BE COMPOUND METHOD. BEAM EAM ANGER ONLY A�ONG KITHSPE SUBSTITUTED f SPECIFICATIONS LISTED ABOVE. TO ELECTRICAL: NATIONAL ELECTRIC GOOF, NFPA 70 AND 2020 NEW YORK STATE P 55 GER VEHICLE G GES - - -- --- - - I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT I. ALL NEWLY INSTALLED ELEr-TRIOAL WORK OR APPLIANCES SHALL CONFORM ------ - ENERGY CONSERVATION CONSTRUCTION CODE. ' ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf ' SITE WORK 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS -. . - -. _.__ ___ _____ _ _. __ _ . I______-___.__ _. ___III OTHERWISE NOTED. WATER RE515TANT (W.R.) AT BATHROOMS AND WHERE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ATTICS WITH STORAGE (MAX CLEAR HOT > 42") I 20 psf i 15 psf I. STAKEOUT IS To BE PERFORMED 13Y A LICENSED SURVEYOR. DEEMED APPLICABLE. COMPLETION OF WORK. I - - I: - --- - 2. BENCHMARK TO BE PROVIDED $'f LICENSED SURVEYOR. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION ROOMS OTHER THAN SLEEPING ROOMS I 40 psf 15 psf - - r,.m,,...,. . "'... 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'T2: �I ,�"" ' " �'° ,' I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED GENERALLY, VERITY OR PROVIDE HARD WIRED `r-` 3.VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SMOKE DETECTORS w/BATTERY BACK-UP IN: SLEEPING ROOMS 30 sf I' 15 sf "` '", ,z RECEIVE CLARIFICATION FROM ARC:HITECT/ENGINEER PRIOR TO PROCEEDING. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. ! --111 r``.1, °• " p I FROM STRIPPING DRIVEWAY AND BUILDING CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 2• PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION A. EACH SLEEPING ROOM STAIRS 40 psf 15 psf - I' r ` ">_ 4. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINEDR 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM b BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY B. OUTSIDE OF EACH SEPARATE SLEEPING SITE. STOCKPILE ALL EXCAVATED MATERIALS. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE AREA IN THE IMMEDIATE VICINITY OF GUARDRAIL5 AND HANDRAILS 200 psf I 15 psf I �" TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 5. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. THE BEDROOMS (GENERALLY THE HALLWAY) - -- ---- - - 6 .- ROOTS, ROCKS, AND DEBRIS. ALL :SURPLUS MATERIAL THAT IS UNSUITABLE 3. GENERALLY, UNLE55 NOTED OTHERWI5F, INSULATE AS FOLLOWS: E I 12 sf FOR ATTIC I �„.< "a,O-"- FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND G. EVERY LEVEL OF DW,_.LLIN6 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf P � ", -.�r . p 15 psf FOR GATH. � ALL OPENINGS. - q R-50 FOR FLAT CEILINGS (BA5MENT, FIRST FLOOR, 8 SECOND FLOOR, ETC.) I I I ° .. 6. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS - ----'I �� 4 � R ' 3.5 R-15 FOR 2"x4" WALL CONSTRUCTION b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. MEGHANIGAL, FUEL GAS: - - I� k "'"'""---- - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS I. MECHANICAL AND FUEL GA5 SYSTEMS SHALL COMPLY w/ THE ASGE "I-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) NY5 MECHANICAL CODE AND FUEL GAS GORE HOLDONN DETA L S T`I' GAL6 NA I La I NO/5 T RAFF I NO REOU I RM'ENTS FOR -_ - ---- - _ _ I^I '� NOTE: THI5 SCHEDULE DOES NOFASTT INCLUDE NAILLDO FOR ETAL FRAMING STRAPS Q ~ ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.s;MANUFACTURER l�F L= I F T/ SHEAR, � LATERAL Y `4 I N D R E S S I A N W Z SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Il AND ROUGH OPENING FRAMING REQUIREMENTS) ! J TA "ALL STRAPPINO TO BE IY4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 1 W `� *USE IOd NAILS IF STRAPFINO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CON5TRUCTION MANUAL TABLE 5.1) -- -'A' HOEDOWN FASTENER SPEC. --------- ----- -- - Z DESCRIPTION I ------------------- ---- I � - -_-_ _- - - --- - - - AND QUANTITY FASTENER F' • DOWN 'B' -- - ---- -- - - ----_ - -__---__ � HOE � Z 5PAG I NO J l CONNECTION A NA LINO ORI � - - - -- ------ - - - FOFOUNDATIONST ry ROOF l$ GE I L I NO FRAM I NO F LO � ENDWALL a \ COMMON 1.DlMls NAILALL Wo PREBORED HOLESUSE of ONLY A Ibd RAFTER TO TOP PLATE (TOE-NAIL) - _--_ -_-—SEE PAGE G-003 PER RAFTER - O O ENDWALL AT RAFTER TO R I DOE LO Ill z 2 2.WOOD 15 ASSUMED TO BE D,F,#2 S BTR. IN DRY USE - ---------------- - --- - ---- -- _ ---------- (3) 2x FULL (5) 2x FULL CORNER STUD "" "-" HEIGHT 5TU HEIGHT STUD ""'""~•., R.R. R 2 ry CONNECTED TO 3EsvHouLD THE Hoop IN USE PRESENT A SPLIT POTENTIAL CEILING JOIST TO TOP PLATE (TOE-NAIL) - - I Z CONNECTED TO - --- - - - --- D� CORNER STUD CONNECTION: SEE PAGE G-003 � PER JOIST O TRANSFER SHEAR i TRANSFER SHEAR FOR STRAP - 8 d COMMON ry (EVIDENT VURlNT NEN INITIAL INSTALLATION) PREBORE THE NAIL { = Q \ < • • • • CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP 1 J.. HOEDOWNNGHOR ® 2-1 bd COMMON 3 • • • - - - --- - --- -' - -- - --------- - - I-- --- -- Z 2-16d COMMON ! NAILS ® EA. END OF STRAP. 1 LOCATIONS NOTED NAILS ® 6" O.G. 4 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-I6d COMMON EACH LAP Q W - - NAILS" O.G. IF BLOCKED CORNER POST '`" .. FOR ROOF SLOPES UNDER 5:12 WITH ? 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO - - -- - - - - -al - -- -- ---- --- - I ._I ON PLANS 10" O.G. IF BLOCKED G.J. C.TIES J 00 TIGHTLY BOND THE END OF THE NAIL TO A q0• ANGLE,SEE ROOF SPANS OF 24 OR GREATER, COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-005 PER TIE •.......,." LON ". CORNER POST I ORAPH .............. EA END OF STRAP COMMON OR, N AILS a 6.DIMENSIO10 ENS ARE DERIVED FROM THE NDS COMMENTARY - - --- --- - -- - -- - --- ----_ ------ -- --- I ---- -- - -y Z � (0 "SIMPSON" HDQB � , � � "`'•"." <`+ LOCATIONS NOTED ; SLOPES OF �✓:I2 AND GREATER. SRCTION 12.4-PLACEMENT OF NAILS d SPIKES t TABLE BLOCKING TO RAFTER (TOE NAIL) - I 2 8d COMMON EACH END- HOLDOWN ANCHOR ON PLANS RIM BOARD TO RAFTER (END-NAIL) 111 2-16d COMMON 1i EACH END Z >: 4 : 1 CONNECTION BI l$ B2 T WP�LL FRI�MINO J ,n RAFTER TO TOP PLATE TO STUD u- W (b HOLDOWN INSTALLATION OPTIONS: • LO GGNNEGTION• " FORS-TRAP STRAP 8 d COMMON NAILS ® TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON i j PER FOOT ! O Q FOR NEW P. GONG. FOUND.s e I J O �::::.... .. HOLDOWN CAST IN PLACE w/ 7/5"(P THREADED ROD r.."~' _ I - I I i EA. END OF STRAP: WHEN IN TOWN OF ISLIP OR NAILING FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s "" • • SEE TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON 1 JOI5T5 - EA. SIDE .., NOTE 05 GEOMETRY EXCEEDS THAT PERMITTED IN t 7/8"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO /' " -- ! • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. ADHESIVE), d FOR TEMP.'s O FH40°F USE "SIMPSON" T ( '��I M MP50NI #I H2A (OR EQ L) RAFTER TIE " HEADER TO HEADER (FACE-NAIL) - - - W G (HIGH STRENGTH ACRYLIC ADHESIVE) '•CONCRETE w/ "SIMPSON" SET ( L) Ibd COMMON I b" O.G. ALONG EDGES OTH EPDXY � FORTOENAILING - � 8 d COMMON NAILS .......".......".......... - - -- ------- -- ---- '.---------- - ---- -- � I H I FOR EXIST. /NEW G.M.U. (GONG. BLOCK) - -. - FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN USE SAME F A • FOR G.J. TO R.R. of I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, --- ---- --- - PER STUD I V f" " X "' • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON - -- _-.-_ - - - ---1 w/"1/8"� THREADED ROD R SUEIDREI .J.'5 ((W1 EN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 12 PER FOOT APPLICABLE) " FOR EA. PLATE TO STUD ABOVE it OR BELOW ----- -_ _ J 2-Ibd COMMON _ , J HOLDONN G HOLDONN D _ _I(_d COMMON NAILS FOR G.J. TO G.J. - 16 d COMMON NAILS FLOOR FR,�MINO iI FOR NEW b EXIST. FOUNDATION5 � FOR NEWLY POURED CONNECTION Cl G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) I 4-8d COMMON PER JOIST FOUNDATION ® ONE 5TORY ONLY • I (3) 2x FULL BRIDGING TO JOIST (TOE-NAIL) - HEIGHT STUD 2-8d COMMON EACH END CORNN RLSTUD - r---- ...-- -- --- ---- -- r -- -- ---,— - - �. CONNECTED TO '' ° BLOCKING TO JOIST (TOE NAIL) 2-8d COMMON III EACH END TRANSFER SHEAR :{'+ AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB J- 2x FULL -•.... G2 :........._...............,`{ ° TO STUD CONNECTION: BLOGKINe To SILL or I, ---- -- - ...- - - -- --- - - - ``. HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD • 3-Ibd COMMON EACH BLOCK LOCATIONS NOTES I " NAILS ® 6" O.G. d :•..... •.. ..•...• I ° TOP PLATE (TOE-NAIL) ---- ----- --------fir- - --- --- -- --- IIII - - - - -------- - ! ON PLAN CORNERiPOSOGKED I, ° '. NAILS EA. END OF STRAP OMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON - 1'I STRAP - - EACH JOIST , I J015T ON-LEDG_R TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 1 1 =. ° I FOR EA_PLATE TO STUD ABOVE d OR - -- _-- - --_1 i BELOW 2 d COMMON NAILS _ - - - _ L- -- - - 2-I'll COMMON `.. . •.. ° } -- ---- - --- - PER JOIST f BAND JOIST TO JOIST (END-NAIL) -- - 3 Ibd COMMON it- - -` --- -- - h1_ I O.C. ... "`,. I� I I .• "'"""" "-"' BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) I NAILS ® 6 I O. I I " ._ - PER FOOT ; f I I 2—I6d COMMON I I ROOF SHEATHING I I ICI I STRUCTURAL PANELS: -- - --- --- -- --- - ----- I i ( INTERIOR ZONE Bd COMMON ;I 6" EDGE / 12" FIELD SOLID ' `51MP5ON" STHDI4RJ CONNECTION DI l$ D2 BLOCKING PERIMETER EDGE ZONE 5 8d COMMON 6" EDGE / b" FIELD HOEDOWN INSTALLATION OPTIONS: ' I m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ '� 8d COMMON 4" O.C. ! Il 1 I ! I �� �I I I � I�I ...._._............•-................ • �,' UP TO_q"-RAKE OVERHANG FOR NEW P. GONG. FOUND.'s I HOLDOWN CAST IN PLACE w/'1/8 (P THREADED ROD AT cTUD TO FLOOR ASSEMBLY TO SILL , GE I L I NO SHEATH I NO f - --- • PL1'i= S) CONNECTION: D2 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD f FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s I I I/2' MIN. "1/8 4) THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO CONCRETE w/ "SIMPSON' SET (HIGH STRENGTH EPDXY �7 FROM � (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER 1 FOR STRAP - 3 8 d COMMON NAILS ® EA. E........ --- ADHESIVE), k FOP. TEMP.'S O F 40 F USE SIMPSON AT - - _- . ••"'f END OF STRAP (WRAP STRAP UNDER SILL FL.) I SPECIFIED NOTE D I • FOR EA. PLATE TO STUD ABOVE OR BELOW - W LL cJHE�tTH I NCB F= FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE 0 ~ �.,� _2 _I6_ d COMMON NAILS STRUCTURAL PANELS- _-- - - --- l; 5d COMMON b" EDGE / 12" FIELD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN w/ T/8' THREADED ROD I 1 ' ALTERNATE CONFIGURATION - ABOVE STUD TO j GYPSUM WALLBOARD 5d COOLERS 3E ....._._.._......_._.........".... _ _ -- - _ 'I -EDGE / 10 FIELD i i STRAP w/(3) - I FLOOR CONNECTION w/ # LPT4 SIMPSON (OR -• L_- -- - I-- ! z ". Bd NAILS m EA.END --- -- - - EQUAL) ® PLATFORM TO SILL PLATES OF EA. STRAP TO w NAIL I NO/57RAFF I NO l�l I NDO1�l/DOOR HEADER STANDARD/ALTERNATE EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR)ALTERNATE USE C) � NOTATION: s MPSON H25A) STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3."i,P. 18q) -......•••""' GREATER THAN I': > ° STUDS ® EA. SIDE OF HEADER 2018 WFGM TABLE 3.23G P. 2q2• CONNECTION E ""_"..................... • I or LE55: - -- ---- -�-�-- - - - �1 8d COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 2qI) G - NUMBER OF FULL HEIGHT KING STU ( ..._......._............-....... TI fl - ALTERNATE AS PER TABLE 3.23D,P. 2q3) w 1 _ - Od COMMON I' 1= 6 EDGE / 12 FIELD D NUMBER OF Ibd NAILS,END NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE. w (2018 WFGM,TABLE 3.7, P. Oct) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. III E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2015 WFGM, TABLE 3.22F,P. 28b) FOR EXAMPLE, IF WALL 5HEATHING IS NAILED 3 O.G. AT THE PANEL EDGE TO OBTAIN HIGHER III 1 FLATE(S) GONNEGTI ON F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. 51DE SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.5, P. 1111) , `j SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: s - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATIED NUMBER OF FOR 5TRAP - 3 8 d COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED T BE REDUCED T I6D NAIL PER FOOT. I TO I ' I FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDINIG 4 ON EACH III �� III - END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE MAY MCDON N ELL F FASTENI NO SCHEDULE B USED. ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OF ""....... .......... I 1 �"'"""• •..•.•....••,".•.•.. FOR EA. PLATE TO STUD ABOVE � OR BELOW - RESIDENCE � II (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) III _2_ _I6_ d COMMON NAILS A—! { NO ' l A B G D E F G I ROUGH U F`9 OPNG t 400 PLEASANT II II', f T PLACE a� I 11II I -I - 1 1 1 2 0 2 1 ! I SOUTHOLD NY 11971 ;I I I I i, I I I, I _ " GABLE ENDNALL 4 0 4 I 2 2 2 2 - - SF� G NO OF TOF FL A7F_ BRAG I NO STRAPP I NO DRAWING TITLE: II ' I * - PROVIDE 2 2"xl0' HDR MIN. U.O.N. b-oil5 I 3 3 3 3 / O - (MIN.) I I I ' II I (B) - REQUIRES SILL PLATES OF 2 xb' (MIN.) FOR RAKE512" OR HOLDOWN, ANCHOR BOLT, III LENGTH - BLOGKiNG 2 2 5 4 4 4 II TOP PLATE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® <TO LOCK NG® I2LESS oVODG. STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - 4'-0° O.G. GHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON Sill ROOF FASTENING SCHEDULE II BUILDING MINIMUM SPLIGE'2A�` BUILDING MINIMUM SPLICE'Xa" IIII I i li I I I I I DIMENSION (FT.) LENGTH (FT.) DIMFN5101N (FT.) LENGTH (FT.) II _ TYP. STRAP w/(s) PAGE: 12-O 2-O"/2'-6" 12-O -= 3-O' 8d NAILS EA. END " 11 OF EA. STRAP I 1 ATTIC A)"' I b-O 4-O" ANCHOR 5OL 7 SFEG I F i GATT ONE -- _ I I U 0"' 0 3L" 0 20'-0" BLOCKING 2 BAYS SPECIFICATION (2018 WFGM TABLES 3.2A 3.2B, P. 15�-160) 4 - BACK ® 4'-0° o.C. 24 O O'/5 O 24 O 6 0 CORNER DATE: 06 09 21�q" / / 3 OF 19 CONDITION FOR ALL STRUCTURES: - . ANCHOR BOLTS ® 3a" O.G. 32'-O" 28-O 1-O • N SECOND FLOOR r I', w 36'-o" I'-O,1/8,-d ll 56'-0 1, NOTES: 1. SSUME TOP FLATE-TO-TOP PLATE CONNECTION US NLATED LGC2-Ibd NAILS E LENOTH5 APER FOOT.FOR SHORTER SPLICE I LENGTHS,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 40'-O" I I'-O" I. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS 50-O' I G-O /12-6 50'-O" 13-O BACK® 4'-0" O.G. CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B I I w/ 3 SQUARE WASHERS AND END NUT SETUP; 5d STRAP w/(3I S EA. END TOP TWO COURSES SOLID 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED I! Sd OF EA STRAP • s ` � N 60'-O" 12'-O'/15'-O" 60'-O" I6-O 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI&HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; „ FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O" 70'-O° Iq-0 4, PLAN DIAGRAM OF ZONES „ (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): NOTED MIN.5PLIGE LENGTH BY THE FOLLOWING FACTOR M •-. �7_ 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 � 12 80'-O" I6'-o" 80'-O" 22'-O" ``:� ``' "' '-7 FROM ENDS AND CORNERS (TWO ® CORNERS) W HALL - 1.125 1 (SEE DIAGRAM TO LEFT) lo'WALL - 1.25 675 II WALL- 1.375 BLOCKING 2 BAY5 0 THIS COLUMN w/MULTIPLIER BACK® 4-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12 HALL- 1.5 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF OIRDERS, 3 OR MORE SUFFORTS I /- I/� I I/� (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A F I REBLOGK I I ail./ FOR FLATFORM WOOD FRAM 1 I�0 Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AVl DETAIL BOOK CONNECTION PATTERN SCHEDULE I'' ASSEMB-Y REQUIREMENTS: (FOR ENGINEERED LUMBER [il WOOD I-JOISTS] SEE MANU. SPEC. s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 Lu Z O CONNECTION s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W ;N PATTERN ME50RIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER J r"I BLOCf.I NG UNDER LOAD BEARING WALL THREE GR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES H rI MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.C. 1;1Q W THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (3)Rows 1oa NAILS m 12"O.C. SUPPOR-. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. H Z P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR (2J ROWS V2" m BOLTS o 12°O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. c " 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -j = Z BUILT UP GIRDER P MAX.52" PLATE SERVE AS FIRESTOPPIN6. J SUBFLOOR �I DBL.® ENDS TWO-PIECE � I II I SOLE PLATE NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE I Lo D !(2)ROWS I/2 m BOLTS� Ib'O.G. ;'i' 'I I' i SOLE PLATE O TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE I I�I' 'I ' SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. E (2)ROWS 1/2" m BOLTS m 24"O.G. f O O BErwEEN vb EACH PIECE, OTHERS STAGGERED WITH A DISTANCE I ,j 1 J, 5 F (2)ROWS 3-3/6"TRU55LOGK SCREWS a 12"O.G. 1 a 1/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL .'1 I'. l J� 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING m SCREWED ON(U SIDE of MEMBER �./ OR OF NONCOM-BUSTIBLE FILL. LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z - ! 8 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SIDE w/ IOd NAILS, TWO NEAR EACH END OP EACH (2)ROWS 3-3/8"TRUSSLOGK SCREWS m Ill O.C. AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN i 6 ii l ' SCREWED ON(1)SIDE OF MEMBER JOIST - _ 0 JOISTS SERVE A5 FIRE5TOPPING. F- JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 (2)ROWS 3-3/8"51DE OF ME SCREWS 24"O.C. I� BETWEEN NAILS IN A HORIZONTAL LINE. 7 Zcr SCREWED ON(I)SIDE OF MEMBER W H THREE-PIECE l 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q MAXIMUM OFFSET (2)ROWS 5 TRUssLocK SCREWS• 12 0.0. - 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS J JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER „ BUILT UP 6IRDER MAX. 32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d I I . J NAILS ON EA. 51PE w/ TWO NEAR EA. END OF EA. ` i l SERVE AS FIRESTOPPING. J 00 MATCHED 51ZE OF BLOCKING (2)ROWS s'TRu55LOGK 5GREW5 m 16"O.G. 4 UNDER NON-LOAD B1:ARING FIRESTOPPING AND K scRl ON BOTH 51DE of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE j III -11: _-. I ,'I 3 O PARTITIONS ® 32" O.G. BLOCKING S�JD (2J Rows 5°TRUSSLOGK SCREWS 24"O.G. BETWEEN I/6 OTHERS 5TA66ERED w/ A DISTANCE OF NOT MORE i 8. THE HEADER SERVES AS FIRE-STOPPING. Z CD DOUBLE PLATE SCREWED ON BOTH s1DE OF MEMBER s v4 OF A THAN 32" B�TWEEN NAILS IN A HORIZONTAL LINE. u q e� L c i'I I'' - f0 q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL �"I O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z } CEILING BRACING NG Nam: p FOUR-PiLGE SIDERS ARE TO BE ASSEMLED AS - - 6 STRINGER TO SERVE AS FIRESTOPPINO. Q Z PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOP, THE THREE-PIECE GIRDER. GANTI L:=\IERED FLOOR 4 1.cONNEGTIONEAMS 4 PArrERN 'B'WHEN oERS NOT NOTED 1 oR LA�ERTH N PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED II I lo. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR GABLE ENDWALL II, � FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH LL W (� STUD 2.WHEN 5CREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORI°+IG: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO m � OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 51RDER p GIRD)=R5 ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"x4"CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF C) Q SUBFLOOR LATERAL BRACE® 6'O.G. TRU55 THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING J BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST , 2) IOd NAILS TRU55 OR _ I G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON A I N .�.� RN S FOR SIDE O A D D i'`� ( I M�) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10) 8d -LOCATIONS REQUIRUN6 FIRE5TOPPIN5- AS FIRE5TOPPIN6. L11 NAILS FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPIN6 - - -- - - 5TOPPIN6 FIRE- STOPPIN6 FIRE- FIRE- SOLE FA5TENIN6 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPIN6 W MULTIPLE-PIECE MEMBERS rm H JOIST " 5d COOLER NAILS a 10" O.C. NAILED' BOLTED' = J BLOCKING 2'l BLOCK NAILED TO EA.BRACE 2 ROWS I6d 5 ROWS I6d 2 ROHSV I 2 ROHSY," 2 ROMY," W/(4) IOd NAILS COMMON COMMON BOLTS•24• , BOLTS BOLTS VERTICAL V J �'I • 12.O.G, O.G.STAGGERED • 12.O.G. •6"O.G. C.OVERIN6 15 APPLIED STUD &YP5UM BOARD 20 ga. STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.C. LOCATION I LOCATION 2 LOCATION 3 JOISTS II Q STOPP DOUBLE PLATE . BEAM SELE To UNDERSIDE of 5d COOLER NAILS a 10" O.G. CIO) 8d NAILS CTION w/ 5TD. NAILING LOCATION 4 NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 8 8 JOIST SHALL BE LOCATED DIRECTLY r LOCATION 5 NONCOMBUSTIBLE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESrOPPIN6 OVER STUDS, UNLE55 TOP PLATE 15 4"a EDGE/ 12" • FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2"FROM Ill SOLE WOOD FIRE5TOPPIN6 OF 6IRDER , DE51ONED TO CARRY THE LOAD SCREWS#6 - IW TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA6GcRED TWO ROWS 6"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL \ / THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O Y ERLA I D ROOF s.STAGGER EACH ROW OF FASTENERS BY 12". - ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. hill T SPACE NOT TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPI'N6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOFFIN6 ii APPROX.I INCH THICK BOTH 51M 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 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS; `C STRAPPING W/ -1.2 ROWS OF 16d COMMON NAILS 02'0.G)FOR DEPTHS 12"OR LE55 FIRESTOPPIN6 LOCATION q i 4 8d NAILS LOCATION e> a EA.END m R.R. 6.S ROWS OF I6d COMMON NAILS(12"0.0)FOR DEPTHS OF 14",16"! Ill LOCATION 10 FULL WIDTH 2"x BLOCKIN& O v I I w I CONSTR.UGTI ON DETAILS N ND LOAD PATH �ONNE�TI ON DETAILS I TOP PLATE DRILL 2'l INTO ROOF DECK FOR STRAFF'NO INSTL. NOT TO SCALE NTERSECTION DETAIL EXIST.OR NEW R.R.BELOW I NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 j0d 1 CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R. AS SHOWN KING I STUDS I I I PLAN VIEW NOTE: 51MILAR a SHED' ; WOOD JOIST WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD-- __ I I BLOCKING JOIST HANGER HEADER `2 GENERAL REGU I REMENT5 FOR GENERAL REQUIREMENTS FOR - - Z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G 1 RDER/HEADER o JACK STUDS WOOD GIRDER WOOD JOIST MAIN MEMBER LU - - - - ----- -�-- -- --- -- ------ --- w � ' 0 LLI II Q I JOIST FRAMING OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH G 1 RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL SE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X B APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. }� THE LENGTH OF THE NAIL FROM THE MEMBER END, MAY-lill C D O N N E L L I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIc5HT THROUGH AND BENT OVER RESIDENCE � A MIN. OF (5) NAIL MAWS AT A cl ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN 1 \ES I D E RI C E MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE Il OF THE NAIL RAFTER- - 5. TO AVOID 5PLITTIN6, NO MORE THAN 2 TOE NAILS SHALL •; INSTALLED IN EA. 51PF OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD --------- BE - -- -- --- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. 51DE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 400 PLEASANT PLACE DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 GH I M. CHASE SEGUR I NO @ STD. SIDE WALL DRAWING WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR 4 El TO R/L SIDES w/STRAPPING TO R/L SIDES) PAGE: 1�l ND RESISTANT �ONSTRU�T ON �ONNE�TORS w TOP PLATE ® O-�i W 0 GHIM. CHASE WALL z Q v - - - -- -- - - - '0` 04 - - - -- A"' 0 �� CONNECTION LOCATION: PART NUMBER: - - - - NOTES: ■ 3� RIDGE-TO-RAFTERS CS20 @ 21 ' APPLY TO EACH PAIR OF RAFTERS Ii z Q 0 RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 06/09/21 4 OF 19 ROOF O 2 - - -- - - ----- z 13 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER F'.EQ'D BLOCKING Q �' PLATE-TO-WALL STUD C520 @ I8" APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING Q II ® EA. LEVEL ABOVE N THE FIRST FL. ® z 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 @ 56 APPLY TO EACH WALL STUD FLOOR/CL6. ® HEADER-TO-JACK STUD l G520 @ 12" APPLY TO EACH JACK STUD 11 CRIPPLE STUD-'TO-HEADER I H5 APPLY TO EACH CRIPPLE STUD SHEAR A I EA W S T 6 ,LLHOD SBI L DOWN ANG OR 0 H I APPLY TO EACH 51 DEWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE II ti SIDE VIEW PLAN VIEW (USE WITH B SQUARE WASHERS) 0PI,t€���,� - - - USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5E NE aAl �� � <E"i ALL NEN DETAILS.WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-003" FOR NAILING it STRAPPING d U NEW PARTIAL HEIGHT .. ...... . .....__.. .-... _ . .. F-. WINDOW CHART Z p I- EXISTING TO BE DEMOLISHED W _ : •.:. . . WOOD FRAME (L.G. STL. t .._. .. . �_ ... ....._. N WHEN APPLICABLE) i EGRESS -j EXISTING TO REMAIN TAG I ROUGH OPENINC7 WINDOW DIMENSION CLEAR w TYPE MODEL # I OPENING Q W }. STL. WHEN APPLICABLE) COUNT --- - - _ _,IWIDTH REQ'D: 20" --: - _.. , NEW WOOD FRAME (L.G. NEW FOUNDATION WALL i HEIGHT REQ'D:24" Z V - I OPEN REQ'D: 5.T S.F. � WIDTH # HE{GHT � WIDTH li HEIGHT ' NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - 4 O I 2'-4 -- - - it=-= -- - O WOOD FRAME (L.cS. STL. POST FOR 4" WALLS = -A (1) - CASEMENT GWI4 (( 2`` : .; .l{.,= ::-. wl -__ -- 4-O -- �I - 8.3 WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL A-I (2) DOUBLE-HUNG TW24310 1 2`-b 4`-0 2'-5 JI 4'-0 'I ----- ' POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED - - - {T - _ I! - O p O NO EN FRAM ABLE)STL. B (7) DOUBLE-HUNG TW2456 =- 2t b .. . 'I. _ 5' 8 2 5 -51 8 II a Ln G (b) CASMENT CWIS 2'-4 711 51_0 it' 21_4 III 4'-II J" 11.2 Z -- -- - $ - - - - O D (4) AWNING AW251 2-4 2-4 2-4 2'-4 _ f -- '-0FLOOR PLAN NOTES E (2) DOUBLE-HUNG TW210410 -� -- - - - f Q W5-O .. -- - J 1. e J00 F (I) CW235 4'-0 5'-5CASEMENT -4 0 5'-4 OI TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: - - _) CASEMENT CXWI45 3'-0 " i 4'-5 11 2'-II " Z C� • (2) 2 xb P.T. SILL PLAT1=5 w/ COPPER TERMITE SHIELDit G (3) - - 4R 12 J 4 SILL SEAL - ---= . - ,I - -^ - - -E' ---1_ it -=41 11= -I'-=- • ANCHOR BOLTS AS PER PAGE 6-003 DOUBLE-HUNG TW21042 31-0 1 4' 4 2 I I 4'-4 Q Z G-I (3) • P. GONG. FOUND. WALL ,RCS PER DETAIL UPON _ _ _ _ _ _ _ • P. GONG. FOOTING AS PER DETAIL -- --- - t _ - :__ ___- - -__ • ASPHALTIC MASTIC DAF1P PROOFING TO EXTERIOR H (5) DOUBLE-HUNG TWI5210 f`-10 " 3'-O " I'-q 3'-O g" LL W O • B.O. FOOTING 3'-O" BELc7W 6R•ADE MIN. _-- • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN APPLICABLE) H-I 3 1 f TRANSOM TWTIBIO -10 f; 0 I -1 I, ppp II-0 t 11 IA µ �,, I yll I-- - $ O • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / STOOPS (WHEN APPLICABLE) 1 (5) DOUBLE-HUNG TW3442 3'-b " } 41-4 3'-5It 4'-4 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL Q SLAB (WHEN APPLICABLE) 38' b-8tt ', I-I (5) TRANSOM WTR3415 Il 3'- „ '.. �'r� It f 31_5 I� _ �IL - 1'--7 - � - --- - - 12'-0" W I3'-IIY2" T-4" -q'-7" J1 (4) DOUBLE-HUNG TW21042 3-O /_..:- 4'-4 ti 1 2'-I I tl 4'-4 ONEW 4' THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. -- _ - :- -= - I_ -- - 2 D J I (7) - TRANSOM WTR21015 i REINFORCEMENT,UPON 6" CRUSHED STONE BASE, WALL 8 STEPS aI_._. -_.- _-- .-----_ I` -,_--_-_------- -- U r O ul u W O {� b - - COMPACT STONE FILL. RETAINING ! O 2 11 I --f F 11 ' 1 ti I 11 I II BASEMENT WALL FRAMING 4 lOy2 4, �, GLIDING BASEMENT 2-0 1 b I 11 I 5 3 2 MOISTURE BARRIER INSULATION W/ ' _ m i I! ----.-----.--- I. 2x4 P.T. I6" O.G. WAL1. FRAMING m , U � J 3. �" GYPSUM WALL BOARD FINISH B B B �I^ ® B m Q R FREEZE PROOF HOSE E IB: r _ J ry L-011 GONG. 5TEP5--� V O FASTENED w/MASONRY ANCHORS (PRECISE I 8 8 z �� PROPOSED O Q LOCATION T.B.D. IN FIELD - CONSULT w/OWNERJ �y v NEW(4) I ® #'1.5' .col t- STORM WATER _ D 4 CHAMBERS N ® #I IO t ' FOUND 8 POSTS FOR WD. DECK: It UP(3) r O PC. P.T. POST 8 P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYP) i- ttTT" 20'-OBI TYPICAL LEDGER BOARD ® EXT. DECK: D e .0r O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS - - - - i0l iQ SLDR O -- - -- -- - -- - ---- - - - 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG 25'-3' - BOLTS ® I6" O.G. O - ry ! STORAGE - 3. INSTALL H.D. GALV. JOIST HANGERS BY SIMPSON (OR -- EQUAL) UNHEATED d) iA - 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d � I s UNFINISHED � 3 BENT OVER TOP EDGE: OF LEDGER BD. q2 S.F. -5-- 5. SEE NOTED DETAIL II I FOR WOOD STAIRS ® GRADE: 7 O 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON 1 GREENHOU51= - 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® S, K 1 -SLAB ON GRADE MAX. I6" O.G.,U.O.N. (MIN. 5 STRINGERS) �� O _- (DESIGN BY OTHERS) 2 O • ONEW DRAIN ® CONCRETE STAIRWELL: ' I. PROVIDE NEW 4" MIN. DRAIN W/ COVER _ D 2. CONNECT DRAIN TO NEW DRYWELL 3 dJ T-2" 23'-i0" I , - _ _ O I q 1.NE ZONE 1 4 2 RHE M RAIb6AJINA z m �] O 2. ZONE 3 RHEEM RA1442AJINA 0 ' -- 3. ZOME 4 MITSUBISHI MU.?-JPI2WA M5Z-JP12WA 4 SPEGSINSTALL CONDENSER ON GONG. PAD 8 PER MAN. K RECREATION A/G ZONE 1 d 2: O ROOM BAR g 1 C7 I. NEW AIR HANDLER 4 DUCTWORK IN BASEMENT FLOOR FOR BASEMENT 8 - FIRST FLOOR NEW 1,000 GAL. SINK UNDER A/C ZONE 3: BURIED PROPANE BAR t TANK -ry I R N -4"I. NEW AIR HANDLER d DUGTWO K O N 1 I R SECOND FLOOR b ATTIC FLOOR FOR SEG 4 in H A/C ZONE 4: .. F w j I. NEW MINI-SPLIT SYSTEM ® SECOND \\ FLOOR ABOVE GARAGE= fi - 0 0 10 I 6 I-O" 10'-'7" - 1-- -1 _ O z - }-- -t--- -- i ---- --- ---- --- - FLOOR DRAIN: II NEW 3" GUARDED FLOOR DRAIN w/3" TRAP O- luuj O , > � V II PROVIDE NEW 24" VIA. SUMP PUMP FOR O LL ry - -- - --- -- - SEWAGE WASTE AT BASEMENT LEVEL O `t �p 1- 1 ! lL NEW GONG. PAD FOR: A/C CONDENSERS H j 2 GAR a OFIRE RATED DOOR: GARAGE 12 3QXb _ HR. SELF-CLOSING STEEL DR. -ry q - - SLAB ON GRADE A-401 = PROJECT: I EW (14) RI ® t"1.5" ! NEW � 1 UP 13 Tr ® # 10" OIL. 2 I3 NEW MECH. ROOM: I 2¢xb� 2 xb� iv I'74Y P. 3 1 11 A 1 '1 I 1 ®O 1 Y 1 V I. WALL HUNG NAVIEN NHB-150 BOILER d NAVIEN i - q NPE21052 DWH 2.BASEMENT LEVEL HYDR.ONIG AIR HANDLER PROPANE TANK NOTE: a --"' 8'x8' MINIMUM 10 MU RWIPO6 36�NAA :QUA 3 3 OVERHEAD A I ORE L ( 2RESIDENCE 3. ATTIC LEVEL HYDRONIC AIR HANDLER SEPARATION TO 13'-6" 4'-O" 3Qxb& DOOR q FOUNDATION, SEPTIC, 5'-3 RWIP04A2414NAA (OR EQUAL) y2 � r 4.INSTALL AS PER MANU. SPEG.'s LEACHING/EXPANSION q+ 12 5. F.A.I. THROUGH WALL POOLS, DRY WELL, d -J---- b.FLUE THROUGH WALL UNDERGROUND LINES h2 y 6'-lOy2' b'-lOy2" -7. MAINTAIN 30"x30" CLEARANCE IN FRONT OF ME HANICAL 14'-3" 400 PLEASANT PLACE MECHANICAL UNITS AS PER NY5 MG 306.1 -ry 6 O HALLWAY ROOM II 5.MAINTAIN ALL APPLICABLE VENTING p` STORAGE u, UNHEATED SOUTHOLD, NY 11971 CLEARANCES REQUIREL PER NY5 MG 804. UNHEATED UNFINISHED L N 5 ED ? `� r UNFINISHED ,� 115 S.F. TYPICAL MECHANICAL ROOM NOTES: - 133 S.F. DRAIN DUROD. (OR EQUAL) - I DRAWING TITLE: / 5 u 3 6 I. FOR ND. FR. FLOOR - PROVIDE I/2" GONG. ESD. BY ry c0 SLOPE 2. FOR NIP. FR. CLG. AND,OR WALLS - PROVIDE (1) 2 ® • - --- - LAYER OF 5/5" TYPE {" GYP. BD. UL U305 (OMIT ON BATHROOM I 'lrc �'^�?""�", � . ,. = m 5 r$ PROPOSED FOUNDATION PLAN GONG. WALLS) TILE •. lI'E�� ° '� `r Q - - - SPEC.s AND AS PER MNAGECH. AND FUEL PER MANU. 30' V. � 13 - O • - - 4. COMB. AIR VOLUME AS/ 3. WHEN NEW, INSTALL FUR I � � S MECH. AND FUEL GAS GORE I II ,r , PER MANU. SPEG.'s - PROVIDE 3 A-301 N i A 301 FRESH AIR INTAKE FROM EXTERIOR A - ' A_ 1 - - -- -- - - A 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - 2'-6" 8'-O" 2'- 8'-O" 2'-b" EMERGENCY SHUT OFF SWITCH 6. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH • • PAGE: 7. LOCATE MECH. EQUIP. 7.0 ALLOW FOR PROPER = CLEARANCES AS PER CODE K 6 K K 5. PROVIDE 3" FLOOR DRAIN 8 CONNECT TO SANITARY O T_I 7'-q' -i'-q" p SYSTEM AS PER NY5 PLUMBING CODE i q'-6" 8'-O" -- 10'-O" d t' p A-.L%Jlmoo 2q'-8" ---- 14'-4" 23'-8" D 14 WATER METER: 71 Q'm' , 01. PROVIDE NEW WATER METER WITHIN BASEMENT - 2.5EE AL50 PLUMBING RISER DIAGRAM 8 - DATE: 06/09/21 5 OF 19 5.INSTALL AS PER NY5 PO � 8'-7y211 8'-�y2" a'-7y211 8'-�y2" �'-ly2" �I_�2" Q � 0 5 10 20 1 4 GRAPHIC SCALE PROPOSED FOUNEDATION FLAN 8.-1 S.F. GROSS AREA - � ��f SCALE: I/4" I'-Oil "---- 1042.�f S.F. HABIT,4BLE Si��4G�; � , �/� ALL NEV4 WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-003" FOR NAILING 4 STRAPPING OE I `�E S �I AL 5 " I50L <F-� : DETAILS. NEW PARTIAL HEIGHT WINDOW CHART - EXISTING TO BE :DEMOLISHED # EGRESS �I W = N WOOD FRAME (L.G. STL. _ - ---:.--_-.__-:-__-. - --- _- WHEN APPLICABLE) ,l- i' CLEAR EXISTING TO REMAIN TAG / ROUGH OPENING I' WINDOW DIMENSION J W �..� NEW FOUNDATION WALL COUNT _ __ _ IWIDTH REOV: 20 Q TYPE MODEL # OPENING --- - - ------ -{ 1I,HEI6HT REQ'D:24" NEW WOOD FRAME (L.G. �-{ �=�_� 1^l(DTH _.' HEIGHT--._,._ - ----- �'' W � STL. WHEN APPLICABLE) i -- -.- - WIDTH-- HEIGHT -� 5.1 Z - - NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - - --- D A (T) CASEMENT GWI4 i 2-4 4-0 2-4 4'-O" f 8 3 O Z --- -- I _I POST FOR 4" WALLS ,I - �� WOOD FRAME (L.G. STL. � ` �� r rr � r� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL = DOUBLE-HUNG TW24510 L: 2 4-0: __ .:J1 2�_5 4'-0 4 `� POST FOR 6" WALLS), U.O.N. �II - = A-I (2) - r n t-b 5 t' NEW 2-HR FIRE RATED B(l) DOUBLE-HUNG 2 TW2456 -5 I 2-5 5'-5 ! i d C) O WOOD FRAME (L.G. STL. LO m WHEN APPLICABLE) c(b) GASMENT GWI5 2'-4 " f' S'-p " 2'-4 4'-II 11.2 I -,!I, Il'� _ . D (4) AWNING AW251 2-?4 2-4 2-4 0 FLOOR PLAN NOTES DOUBLE-HUNG TW2l04lO I -p 5-0 2-I I 5 0 Z W - -- 2 DOOR NOTE: NEW LAUNDRY ROOM: O CASEMENT GW235 # 4'-0 " 3`-5 g" 4'-0" 3'-4 E" _ - J 00 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UPOUT ON PLANS BY ',JELD-V4EN' (OR EQUAL). 2.COORDINATE LAUND. ROOM b DOOR DIM.'s -- - - - �- $n r 4'-4 12 z Cfl 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. G (3) CASEMENT GXWI45 � 3'-0 " i OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. - `" ' ` ""y" -2 I 1 __ C) - DOUBLE-HUNG TW21042 # 3'-0 , 4'-4 2' II 4' 4 ill 3.DOOR TYPE TO SELECT G I (3) i 4.INSTALL AS PER MANU SFEC.'s J --- -_ Z 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: H (5) DOUBLE-HUNG TWI8210 I'-10 ' 3'-0 i" 3'-0 N 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR --_ ___ -_ .. _.__- ELEMENTS AROUND DOOR'S (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY . =;:-_-=-_.eF-:=-- =-==- -T _- _-__ _ OPENINGS ; H-I (3) TRANSOM TWTI810 _.___.._. _.'. ____.__ _I 11-0 m LO 2 STAIR ff RAILING NOTE: 3.DUCT 51ZE AS PER MANU. --- -- _ _ _ -_ - -- ----L-._ - ----" -_-_--___---,-_- I` = Ln O I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER DOUBLE-HUNG TW3442 3--b 4-4 -- 3-5 II 4-4 - H Q 4 MIN. Io' Tr - RISERS 514ALL BE CLOSED" 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN n n n n I (5) 0 2. 42" HIGH GUARDRAIL S !SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO � '� NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I I (5) TRANSOM 114TR5415 3'-b " 1'-T " 3'-5 56" HIGH HANDRAIL d SPINDLE 5PACIN6 NOT SHALL BE LIMITED TO SINGLE LEN6TH5, NOT TO TO ALLOW PASSAGE OF A 4" SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED -- - __- - 3. GRIPPABLE RAIL AS PER GORE IN ACCORDANCE WITH UL 2158A. -- J (4) DOUBLE-HUNG TW21042 4'-4 �" I W 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D ===I , et , i x r " - WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 1.2.SEE NOT 5>�L BE WOOD STAIR 4 R PVC. INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST !� J-1 (7) - TRANSOM NTR21015 I'-"7 �" 2' I I ® DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ____:_.---=--_ -- -_-- ---_ - - -- j-- -_---- _-- ---_---- O LOCATION TO THE WALL OR ROOF TERMINATION. THE _- - -_- - "..-____�.__._.__,- n-=-_._ - _ =1-n I` I, W T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER K (6) GLIDING BASEMENT 2 O 1-6 - I-5- - - - MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 _ V J SMOKE DETECTOR / GO DETECTOR NOTES: 6 10 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ,63 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR NOT INCLUDE THE TRANSITION DUCT. p Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - 2.INSTALL ALL AS PER MANU. SPEC.'S 12'-I" 26'-�f" 14'-O" 24'-O" 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR ELECTRICAL METER: IN COMPLIANCE WITH LOCAL CODE O NEW ELEC. METER AS PER NYS MECH. CODE, d UTILITY Co. STANDARDS OWINDOW NOTE: ��o,, - rw �• I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN ELECTRICAL PANEL: 5--O 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 O NEW ELECTRICAL PANEL LOCATION;ALL �+� *A`"a (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR INSTALLATION AS PER NYS ELECTRICAL CODE - �aj DECK O 5UB5TITUTION5, 5EE NOTE #q IN "GLASS WINDOWS 10 17 S.F. AND DOORS" ON PAGE 0-002 IF CASEMENT NEW ATTIC ACCESS - PULL DOWN STAIR: WINDOWS - ALL 05MNT WNDW5 SHALL HAVE Og 1. MIN. 550 # CAPACITY STRAIGHT ARM HINGE WHS:N 2.SIZE TO FIT MECH. EQUIP. THROUGH 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE OPENING (MIN. 22"x30") 8'-O" 5'-O" TILT WASH 5.1 HR FIRE RATED H HI 4 6Lx812 5LDR a 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. GL. 4.DBL. FRAMING WHEN NEW OPENING 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 5. INSTALL AS PER MANU. SPEC.'S WINDOWS (TYP. FOR ALL) U.O.N. 6.CONSULT H.O. FOR PRECISE LOCATION EGRESS NOTE: - SCREEN PORCH O ❑ ❑ ❑ - - -- © - -- I O ACCESS IN COMPLIANCE WITH NEW YORK STATE BUILDING NEW EXHAUST FAN AS PER NYS MECH. cV OLU pW CODE, SECTION R310.2.1;THE: FOLLOWING MEANS OF O CODE; INSTALL AS PER MANU. SPECS - 114 S.F. CL CL 10'-4" EGRESS SHALL BE FOLLOWS'_D: NEW �'�� PANTRY Al ¢ i .0 NET CLEAR OPENINO........... 5.1 S.F. 36 j KITCHEN m � 4 RANG TILE. 2 - RAINEWATER a 221 S.F. - LEA E WED GREENHOUSE b NET CLEAR E NET CLEAR W�D H................. 20" MINIMUM D LL 57R12 CARE.BY 5 LA��T %7II ON5 3' x q'-O' ISLAND N- - STRAIGHT EAVE 3'-b �p 7_q _ r O DOUBLE PITCH I ! BROOM (DESIGN BY OTHt RS) O - -- ry�i .0 ® ® 4'x OUT j CLOSET ` 5H PIER y ;� - I i I 4 ! J z COOLER w cj 3 .... - �' J-I 4 z l 4 W Al O 3 x8 Z w � - N Q 7 DECK NEW J DINING ROOM - 29 W O O O ,/� _ 63 S.F. �- LANDING 23" D O z GREAT,_ROOM z o i U O m J-I 1'70 S.F. O 56 S.F. ttl > Fire r� c�rc��lOn -- -�F - i -- -- " i- - I-- r-- -- ----I -- - - q m > 4'_ " P W .0 Q Q SLDR required as per -Q"- -"-' - -- ---� - O > > A O 6x8 - J NYS Code = BENCH d J-I GUBBIES 2 x8Q � Q NEW O O m 4 r O -�UPI PROJECT: J-I 2 J 22 CAR ___ _ MAY-MCDONNELL 4 ; E - 3 Q" GARAGE RESIDENCE I I 56l S.F. 0. 1 .p a� NEW (I6) RI ® t f.5' (14) RI ® t'i.5" NEW . N a x m UP (15) Tr ® t 10" I r ® t 10" 5M/CO S� - a ! (5) T DN ry m 2axbQ MUDROOM/ENTRY d r- -- v w -TILE a -- - - I _ q 2_1 to 5 8 x8 VX5, < E- 5��" 3'-loll _ 4�00 PLEASANT PLACE Q Z ! J ! OVERHEAD OVERHEAD I- 1" DOOR DOOR �� \\\ _ I SOUTHOLD, NY 11971 LU QQ x! 3 I 4 xB LDR CL. DRAWING TITLE: a _ . _ i --- - - - - --- ------ --- - PROPOSED FIRST FLOOR PLAN FAMILY ROOMF - � 2 4 Iq4 S.F. OFFICE I , IOq S.F. tV cv 4'-by2" k 4'-by.2 � E I 4 �Y 4 -0 - .D _ lb) RI ® o" n PAGE: - - - o E UP (5) Tr ® tl -- - A-501 I A-301 - - A A 5% MAX SLOPED ONCRETE APRON10 22 0 0 6 B 4 B 4 B 4 B 4 B 4 o DATE: 06/09/21 6 OF 19 : D N COVERED .D PORCH O 452 S.F. El 'F•n e 1. r 2 +I °. W � ..a ` z .w qq 1. y2 0 5 10 20 u OF FRCFOSEI7 FIRST FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" 1,485l S.E. HA5ITAE3LE SPADE; 2,456 S.E. OROSS AREA SCALE: 1/4" = P-O" O I E FRA ALL NES.WINDOW5 4 DOORS SHALL BE ANDER5EN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE 110-003" FOR NAILING 4 5TRAPPING (L DET NEW PARTIAL HEIGHT HIM NI�OY�I _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. CHART O __.._:.-_---�_��.,.-_�_- _;_._��__ ----_._ . ��____-__.______--_- EGRESS --- I WHEN APPLICABLE) _ li CLEAR J NEW WOODRAMEAI L.G. NEW FOUNDATION WALL COUNT TYPE MODEL # ROUGH OP1rNlNG WINDOW DIMENSION OPENING W TAG / _ ( -- - ------- ------ - --- -(WIDTH REQ'D: 20" Q W STL. WHEN APPLICABLE) NIDTH Y i HEIGHT i WIDTH HEIGHT -iHEIGHT REQ'D:24" Q' OPEN REQ'D: 5:7 S.F. Z I----{ NEW I-HR FIRE RATED ' - - - _ 8.3 J WOOD FRAME (L.C3. STL. POST2FOR 4 STRUCTURAL A (�f) CASEMENT GWI4 2-4 I 4-O 2 4 4-O - -- J WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL A-I (2)- - _ DOUBLE-HUNG TW24510 2'-6 ! 4'-0 " 2'-5 J' 4'-0 g" it Lf) POST FOR 6" WALLS), U.O.N. B (7) DOUBLE-HUNG TW2456 ' = -1 O NEW 2-HR FIRE RATED - - - -- - - WOOD FRAME (L.E3. STL. - :Ww_-_-_.---W- - .. = �' Ln � WHEN APPLICABLE-) - GA5MENT GWI5 2'_4 ;i V-0 2'-4 " 4'-II D (4) AWNING AW251 2-4 :2'-4 2-4 :2'-4 = O FLOOR PLAN NOTES 1- (2) DOUBLE-HUNG TW210410 ' '-O ( 5-O 2-11 I, 5'-O Z DOOR NOTE: NEW LAUNDRY ROOM: - I W 5 F (I) (2) OW 3'255 4'-O „ 5 „ 4'-0' 3'-4 ,I J O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP CASEMENT I - > O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 6 DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 4,_4 „ 12 Z G (3) CASEMENT GXWI45 3-O 4-5 2-I I J - „ „ I I 3.DOOR TYPE TO SELECT (i l 4.INSTALL AS PER MANU SPEC.s 41-4 Z �; C', DOUBLE-HUNG TA21042 3-0 4-4 2-I I 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: Z 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR H (5) DOUBLE-HUNG TW18210 v-10 " 3'-0 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS --- --- - 1: - _ - - - 1 ' � LL W Cfl STAIR RAILING NOTE: 3.DUCT SIZE AS PER MANU. H-I (3) TRANSOM TWT1810 !`-IO itI'-O " I'-q " 1, �I I` L� O I. ALL NEW STAIRS SHALL HAVE MAX.-I-3/4 RI 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER -_ -__-_ - _:- --> I :.:.._.- -_ --_: _ _ ___ _- - ---_-- --=-_JI -__ # MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN DOUBLE-HUNG TW3442 -6 Ail II 4' 4 " 3'-5 4'-4 g" O J O 2. 42 HIGH GUARDRAIL 6 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO I (5) NOT TO ALLOW PASSAGE OF A 4" <P SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - -III'( 36" HIGH HANDRAIL $ SPINDLE SPACING NOT SHALL BE LIMITED TO 51N6LE LENGTHS, NOT TO k i„ I I (5) TRANSOM WTR3415 -b f 1 -'� 5'-5 1'--/ a" TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED 5 FEET AND SHALL BE L15TED AND LABELED , 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. - t 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID J (4) DOUBLE-HUNG TW21042 E 3'-O it 4`-4 " 2'-11 J" I 4'-4 g" WOOD FRAME STAIR: METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS -_ - €�__ >__--__Tw:=-_ ® I. SEE NOTE ABOVE FOR STAIR b RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST r J-I ("i) TRANSOM WTR21015 -O - ----- ----l. - - --_ 2.RAILINGS SHALL BE WOOD OR PVC. DUGT5 SHALL NOT BE CONNECTED WITH 5HEET-METAL 3 SCREWS - 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER K (6) GLIDING BASEMENT 2'-O" ��N I'-6" I I I I'-5 F_ LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O SMOKE DETECTOR / CO DETECTOR NOTES: FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0° V J 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES E SMOKE /CARBON MONOXIDE'- COMBINATION DETECTOR NOT INCLUDE THE TRANSITION DUCT. Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. :. 2.INSTALL ALL AS PER MANU. 5PEG.'s 3.SMOKE DETECTOR AND CAF.BON MONOXIDE DETECTOR ELECTRICAL METER: IN COMPLIANCE WITH LOCAL GORE O NEW ELEC. METER AS PER NY5 MECH. GORE, d 12-I' 26-q `ra UTILITY CO. 5TANDARD5 - OWINDOW NOTE: D I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN ELECTRICAL PANEL: ul 400 SERIES CASEMENT, DOUBLEHUN5, OR GLIDING O NEW ELECTRICAL PANEL LOCATION;ALL (A5 NOTED); INSTALL AS PER MANU. 5PEG.'5. FOR INSTALLATION AS PER NY5 ELECTRICAL CODE NATURAL LIGHT VENTILATION SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS ° AND DOORS" ON PAGE 0-002 IF CASEMENT NEW ATTIC ACCESS - PULL DOWN STAIR: (HABITABLE SPACE) WINDOWS - ALL GSMNT WNDIN5 SHALL HAVE Og I. MIN. 550 # CAPACITY 6'-II" STRAIGHT ARM HINGE WHEN 2.SIZE TO FIT MECH. EQUIP. THROUGH FLOOR AREA 245 S.F. 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE OPENING (MIN. 22"x30") O_ TILT WASH 3.1 HR.FIRE RATED GI `I GI `{' - ^� GI 4 LI � % REQ. S.F. PROV. 3. ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. 4.DBL. FRAMING WHEN NEW OPENING R• T GHTING;MIN. 8% .SEE PAGE G-005 FOR FRAMING ELEMENTS AROUND 5. INSTALL AS PER MANU. SPEC.'s 1 FLOOR AREA Iq.b S.F. 48.1 S.F. WINDOWS (TYP. FOR ALL) U.O.N. 6.CONSULT H.O. FOR PRECISE LOCATION = m VENTILATION;NOT __ _ T-_r_I OF ACCESS EGRESS NOTE: - MASTER (3) RI ® t 6 4 m 8.8 S.F. 34.6 S.F. - - IN COMPLIANCE WITH NEW YORK STATE BUILDING NEW EXHAUST FAN AS PER NY5 MECH. ,- , SITTING ROOM UP MIN. GLAZED AREA I _ _ I (4)' NEW I O LESS THAN 45% OF _ _ _ - I Tr � t10" - GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF O CODE; INSTALL AS PER MANU. SPECS N O I_I 114 S.F. 2¢xb� J�O REQUIRED EGRESS SHALL BE FOLLOWED: - - I8_q NETCLEAR OFENINO........... 5.1 5.F. 4 ..._...__..... ..........._...............`i. . .._..___.._.................-.__..__._...__, 1 ...-_._..___..___......._.._..___.._.___.._..._r....._._..__..____--- NET CLEAR HEIGHT............... 24"cMINIMUM -1'-O" L..................._. 13_................ 3 .,_....._.____...........__._....._..„__._......._._.__. __....__._._...__ _..._..._..._.. .............__.._,.._...I 3 NATURAL LIGHT $ VENTILATION j _ NET CLEAR WIDTH................. 20" MINIMUMJ (HABITABLE SPACE)' PC9 1 - FLOOR AREA 3q 1 S..F. % REG. 5.F. PROV. I-I ;p MASTER `9 3 ?ASTER A I LIGHTING;MIN. 8% 4 x4-6 a- ; R 1 BAD. OOM I ++ ++ „ BATHROOM 3 ¢ $ `� z .� S.F. 4 _......._.____. €� ; 31.8 S.F. 125.4 S.F. I � 2 xb ------- � 1 _. ....... .. ....... ... ' it _.._ ;1 � OF FLOOR AREA ® ® TILE 5M/GO --- -: f . - LESST THAN 45% OF =ry L SHOWER 0 IY 12'-O' .. 1: I 14.3 S.F. 125.4 S.F. ' t m ! i€ G 4 G 4 G 4 MIN. REWIRED EWIROLAZE DREA .. 1 .. z n n,! ------- --- 3 O I i I A .VENT ` cn 6 N LAUNDRY $ w ��1�� 1 2_ BIFOLD = WALK-IN s} O U BEDROOM = w SM/GO j Q II Q GL. a+b \ GL. O J-1 140 S.F. cV a �y I I O'-O" - I1- j a a - II' 4 w 1 42" V. ° a � BAT�'ROUM 4 ® i I POTENTIAL STORAGE^- = J-1 - -f -TILE^- NEW 12,000 BTU DECTLE55 PROJECT: O m - x MINI 5P I N 4 N SM/Co 2(2x6t Q x NATURAL LIGHT $ VENTILATION +b LIT SYSTEM. CONNECT LINE AS REQ'D� (HABITABLE SPACE) 2 i FROM A/G GOND. A� C D O L L b17 - _ - FLOOR AREA 140 S.F. Q - A 40l HALL .AY 3 INSULATED �J ° RESIDENCE GL. (I6) RI '® t''7.511 - " KNEW 3 BEDROOM 5 l NEW (2) RI ® t 6 - HALLWAY N % REQ. S.F. PROV. N m I (15),Tr ® t 10 DN � m (I) Tr ® t 10 � UP � 3q-1 S.F. i GL. SM/GO OF FLOOR AREA - - - - LIGHTING;MIN. 8% 5M/GO 11.2 S.F. 36.0 S.F. VENTILATION;NOT um LESS THAN 45% OF 6'-O" 6'-O" - -- 400 PLEASANT PLACE 5.0 S.F. 36.0 S.F. 0 Cam. 2¢x6� 2¢x6$ GL o _ SOUTHOLD NY 11971 MIN. GLAZED AREA , REQUIRED iV ^ ( ii POTENTIAL STORAGE 4Qx6$ SLDR 5M/00 1771 b 412x6A 5LDR DRAWING TITLE: 3'x4' I 0 PROPOSED SECOND FLOOR PLAN SHOWER SM/GD GL. iv = G Ll = BEDROOM 3 BEDROOM cv O 4 6 114 S.F. �'' GY0 106 S.F. 1-U31 x, BATHROOM 5x NI -TILE- N A-301 ' A-3o1 PAGE: A A ? ------- G G 4 C m m A-10�50uu 77 A 4 A � A1[ b A NATURAL LIGHT VENTILATION 4'-O" 5'-6" 5'-6" 5'-6" 5'-6" 4'-0" (HABITABLE SPACE) > p DATE: 06/09/21 7 OF 19 NATURAL LIGHT $ VENTILATION (HABITABLE SPACE) FLOOR AREA 106 S.F. D FLOOR AREA 114 S.F. tp % REQ. S.F. PROV. 0 % REQ. S.F. PROV. LIGHTING;MIN.OF FLOOR AREA EA 55 S.F. 16.6 S.F. LIGHTING;MIN. 8% - - VENTILATION;NOT - q.l S.F. I6.6 S.F. 3.8 OF FLOOR AREA LESS THAN 45% OF S.F. I6.6 S.F. A ARE VENTILATION;NOT MIN. GLAZED �y LE55 THAN 45% OF 4.1 S.F. I6.6 S.F. REQUIRED MIN. GLAZED AREA 5'-3y2" 30'-O" REQUIRED 0 5 10 20 FROFOSED SECOND FLOOR PLAN GRAPHIC SCALE 1,402 S.F. HAE3ITAE3LE SFAGE; 1,402 S.F. DROSS AREA SCALE: 114" = 1'-0" _ EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT �'.':°'F°`.F' `. WOOD FRAME (L.O. 5TL. Lu N J w �•I �—{ WHEN APPLICABLE) I---I EXISTING TO REMAIN NEW WOOD FRAME ('L.O. NEW FOUNDATION WALL Q Lu >- STL. WHEN APPL I GABLE) �, Z NEW I-HR FIRE RATED El MIN. (2) 2"x4" 5TRUGTURAL Z WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL C) POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED O WOOD FRAME (L.O. 5TL. a U) ix WHEN APPLICABLE) O ' F— Z a W J \/J 00 0 J 'H O Y Q Z T1 LL' W In w X-i F- Lo � � O r uj o_ w w D D F- N o = U J I ' 4"x3" ALUM. 8:12 PITCH 8:12 PITCH DOWNSPOUT Q (TTIP) r-- - - - - - - - - - -'I - - - - - - - - - -� _ TYPICAL CRICKET: 6"x3" ALUM. (1 O I 6:12 PITCH 6:12 PITCH I ' .• ,n�_=: N 2"x4" FRAMING ® 16" O.G.; ICE GUTTER (TYP.) SHIELD LAPPED 18" IN ALL DIRECTIONS $ FULLY FLA5H \\- I Y GUTTER HIGH POINT (TYP.) ! ! I I TYPICAL CRICKET: - -- - - - 2"x4" FRAMING ® I6" O.G.; ICE SHIELD LAPPED 18" IN ALL DIRECTIONS B FULLY FLASH SEE 4"x3" ALUM. j 4"x3" ALUM. FOUNDATION DOWNSPOUT DOWNSPOUT PLAN NOTE (TYP) (TYP.) IL c_v GUTTER HIGH -- � _ POINT (TYP.) II ' — — — — — — — — — — — — — — i U I I I I Z w I O I .I GUTTER HIGH w -- - - N POINT(TYP) 4"x3" ALUM. Q DOWNSPOUT (TYP) 4"x3" ALUM. 6"x3" ALUM. 0 i GUTTER (TYP) DOWNSPOUT GUTTER HIGH PROJECT: (TYP) POINT (TYP) GUTTER HIGH POINT (TYP) II �/ ' I — — — — — — — — — — �n I�IAI —MCD01VIVELL 4:12PITGH 12:12 PITCH 12:12 PITCH 1 \ES I D E N C E 5:12 PITCH 5:12 PITCH D A7301 A-301 - AXK A JX - -- -- - - -- - - I � 400 PLEASANT PLACE SOUTHOLD, NY 11971 4"x3" ALUM. DOWNSPOUT 1' (TYP) DRAWING TITLE: 4"x3" ALUM. 4°x3" ALUM. * ° PROPOSED ROOF PLAN DOWNSPOUT DOWNSPOUT F <( (TYP) A (TYP.) IL PAGE: aml04m00 \\-b"x5" ALUM. 4"x3" ALUM. GUTTER HIGH GUTTER (TYP.) DOWNSPOUT POINT(TYP) (TYP) DATE: 06/09/21 8 OF 19 0 5 10 20 FROPOSED }GOOF PLAN GRAPHIC SCALE SCALE: 1/4" = I'-O" � k , .a , ELF-VATIONS NOTF-5 Q NEk4 ROOFINO: Z (D 1. SEE NOTE a SECTION LLJ 2. ROOFINO TO MATCH EXIST. COLOR $ STYLE BY 'OAF' LLI (OR EGUAL) (MIN 50 YR.. k4ARRANTY) ri ............... ...... ....................... .......... . .... ............. ui ............... ..........., NEN CRICKET (TY`P.): ............ ............. . ............ 2"x4" FRAMIN(5 a 16" O.C.;PROVIDE ICE SHIELD uj >_ i" 7 "................... 1-1-��,,�l.,�,,�ln%",�""Il.�,-.,-----.".L�r�'�"""""""'-'Il��.�� '�............ . ...... ..... . ...... .......... ......... LAPPED V' IN ALL DIRECTIONS 4 FULLY FLASH. ........... ........ .............. ...... ... ............................ .............. ...................... ..... .. 12 . ..... NEV4 SIDINO ......... .......... ............... ............. . .......... ............ ... ................. SEE NOTE a SECTION _j > Lo NEkq NINDON(5) ............. AS PER PLAN 0 0 0 Lo m ........= . ....... NEN V400D FRAME STAIR 12 ......... ............ 0 .......... ............... .......... NEV4 DRYER VENT: z SEE NOTE a PLAN .......\ 7T LLI ....... .. ...... ................ ......... 00 NEk4 ELECTRIC METER; INSTALL T > wl z or) -1--n..........\-,-,\\\-,-"\,-,\,--\-\\--,,-�-- . ........ ... PER UTILITY CO. STANDARDS ................................. .................. .......... ............... ......... .................................. ... ...... ...... ..................... C) ................. .................................... VRAINA5E NOTE: z 1. CONTRACTOR SHALL EXTEND DRAINA5E LEADERS AND t ........... ........... Z .... ............. ....... ---------- .... ...... ............. .......... FLOOR DRAINS TO DRYNELLS ......... ............... ................ LL Lu (D Lo w %_q -—----- ................ ......... Lo . ..I.......... it0 .......... L . _................"I'�111"I"I'l . .......................... .......... .. ............. NOTE. _3 0 NEA A/C COND. ON NEA CO-1,10. SLAB, SEE PLAN r 12 L U U NEk4 HOSE BIB 1 ... ........... .... ...... ­:!\"­�'s�'�'�R�',`�..........�� 11 lil LI L ........... ....... .............. ............ ...... ­------- .........\",-=_r,\ c;r ui LL tj 1 .11-1.11-1111 uj ............ sU1 ........1 ...... ------- .... ...... ................... < T I ...... -1 Ill-] Ll U......... .... ........... ...................... ........... I L L NORTH ELEVATION (FRONT) HEIOHT RIDOE -—-—-—-—- — T z ..... ......... .............. .. ...... . ............. .......... ................. --—--- -- -_------------- ............ ......... ........... . ...... 0 .............. .............. .......... .................. . .... ---------- ......... ........... .................. LLI ............. .......... ..... ....... ...... .... ............... ...... .... . ..... ........... ............. -........... ....... ..... ....... ----—-----.................. .......... �,`,Ml.................. ............ ............... ............ ... ..... .. ........ ...... PROJECT: ......... ............ ........... .. ........... ...... MAY-MCDONNELL ------------­---­­­---- ............ . ....... .......... ........... . .......... ....... ...................... ------------­­­-- ! RESIDENCE I - 1 4 1 L-------­-­---- ........... =.............. ........... . ...... .... ........... .............................. ............. ...... 400 PLEASANT PLACE .................... , NY 11971 .......... .......... ..... ...... ......... .......... . ..... ....... ............................................ .......... ss �TOAE DRAWING TITLE: SECOND FLOOR ............ ........... PROPOSED EXTERIOR ELEVATIONS ........... ------ ... ........ SECOND FLOC ............ ............ ELE\/. +24.6 t IL ...................... ........... ...... lu SECOND FLOOR (ABOVE OARAOE) < _---------- ELEV. +21 ' ........... ............I ............... ............ 0% 0.......... ...... ........... sLL sJ : ............ FIRST FLOOR 4 TC VqER FL. 0 DATE: 06/09/�J. 9 OF19 ELEV. ------------ ....................... OAPAorz SLAB i 7 ELEV. +Ic ............. AVERAOE ELEv C) NE5T ELEVATION (RIOHT SIDE) z 5CALE: 1/4" l'-o" —-—-—- BASEMENT FLOOR ELEV. +5.6' _ - _ - . ' (�) � i "','�:-_ X111,111-1 �\,,� 1111 . "I I i I i z z , i �",�z- 1111 I T" ill � ! 11 I I I ' l - ­ 11 - � - __ ___0 iiii _.. ,4 _nj, , , """,....�...I I WE 0.11 ­11 -------- L W-2 A z IJ �I, [L...i.­ L I I — :"".""'"',�,',',",',,',',,,',,,",,,.,,..,���.'..,.-,:��.:. '.1i,"11""I",....�"""",.,,".,�"1",::,����-��",�""",, :_�: ,_`:,�`,�,_­ -, ,,,',','�',,,','�,'.",'�,�.,.,,',,',,"�',,',"',',',""�',��-""",r",,',,',"',�..� — I I LL I I I 1 1 1 i I I 1 H I .�.....1111­1ul !­ � 11 Al (' ____ [ -Li, 1 5; ,* C) Th I \ - --- -1--] _j i i ­ 11 I 1-11 I 11 � I 'll 11 ­ -"* . T! - � - -"""­-,— F, _J__—, 7� � 1__, , i _�_ ­­1 ! i I 1 J I UK; -- r - ! �-­­­--..---- 11 LA_ Lij (D ..A L..!j.J a 1 __ - 1-W 1­7 - t..........-,......f-i '---1 _,- �— - L i 1.1 1.) L . 1 K, ! 1 _ 1 1 1A 1.1 L 1A.U., 1. wa "'. �j- t . ....I 1-J." - H111 ......L11jolf., 0. �v-" ­11 1, 1 i 1 1 4 i 1 11 1 ' ' 'T i I 1 i H 1 1 i i ij I I H i I A , 1 , i t I I t 1 1 1 1 1 u A 1 �_z A � I I� J.....­__i �­-­, ----------1_1_1_1 U j - 10 L� i 1,,,,, I _lLl_"__1_J......1_J _1 1 Li I I [ .11 _3...� ! v . ,., i ! W k- "', � i i � i I - ,,,, 1: I I i 1 1 1 - :, � 'I , , I V-, -111, ­­­­­,­­, � ! .T!1A V, , - -- ,I i:',", M".,i 11 �.......i 1 n!" I..", - __I_j_j____ L 1 L-I 1 I , WE J t _-A i_-----LJ=L...fj,._j:T_J....T-1 1,_Tj J Ad I .. t 1.J, IT77777T I - .111­1­_­___1--t_ I ­­­...�'! ­­­ � I - ! ! j � �� �� �� 1 � � ! � 1 � �� i I ,� �� 1 �� � ,� � """ 0 AS PER PLAN 12 . 1 - I 1 ,,,,,_____4",',,,'= i I__? I ! I I ­_ ,i�=­ . I it", Sh � .1 ...."111111 j - 1 __ 1- _�_ � :�__".�,[11* 1, . . I . i i A !,� p, ,L 011 , L_ — . : , I L . , , ,I , I �; _:. v �V " , 1 I ,�Ii"!![wf' "' \ � __", '' ''0-1 " �� 1'1­­�Ii 11..."Ill,',',,___.�111111111­11111111111...�E�I' ll - ""' ­­­,,,�,- - - -... �,'­­. --,-,­­-­�,'I� ," , '', , k I 11 ­ _-,0�........�� i -, "I"11 I z I.. A�) ", I - ��,,�,7_��, :�'_',,.�_ .11 I , 1 � I �I I 1 1 ", - ",11111_�Zr ��_�;; w � : I � i � ,�� I I _____x===="w1m__�,-,, ��­ ," ;= ! ! LLI � �­­ "I'll,- -,=,2'.'f"�', ,",',",k,-,-,-",\�,,�,,,,,,,,,,�'-���'r--'�,,_- 6�1 1 � � � �A :,!� ;�)�,'/t.'.,` , li,, , I I, 11 � 1 � ..! ! I------ ______i ! '_ __� - � z � ­ 11 R_11 - 1 1] -I r"',1 1 I I I 1 11 1 1.1-=111-1 __, CONNECTION 'A' A5 V BUILDING 5EC'.TION NOTES PER PA6E 6-005 I- M NEW ROOFING NOTE (TYP):_ SECOND FLOOR NEW RIDGE UJ W Z 0 ELEV. CN OI I. INSTALL NEW ASPHALT 1::OOFIN6 SHINGLES - — — —`— -- I J TA 2.INSTALL ICE AND KATES' SHIELD FROM FASCIA UP TO 2 W TA 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER Y 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) F— Z 5. GAP 5HINOLE OVER RIDGE 6 HIPS (AS REQ'D) 12 Z 6.PROVIDE RIDGE VENT (A5 REQ'D) 8 Q�,P _ IV _ j 7. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REQ'D 41. INSTALL ALL AS PER MANU. SPEG.'s 1 0 2 TYPIC UNFINISHED AL ROOF 4 CEILING CONSTRUCTION: Lo m O • NEW ROOFING AS NOTED ATTIC • I/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL G.J. A5 PER. PLAN7 Z O PLYWD SEAMS) I r • R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 OVER 5' INSTALL "X" BRIDGING ® CENTER CF SPAN, U.O.N) I _ Q W MIN. OF R 2I SPRAY FOAM INSULATION ;R 28 _ T , { BATT INSULATION OO E } € _ TYPICAL EXTERIOR WALL CON5TRUGTION(TYP.): i vt pp UPON TYVEK HOUSE WRAP (OR EQUAL) !€t O t .. .. .........I;E ..............,.........._._:_ = t:€._.......�...........�33 .___....41 ( .._.._ _.... 0 • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL 1 L_.. 1 PLYWD SEAMS) I I ;= ; ;E ?EE 4 Y I z -: 4 • 211x6" STUDS ® 16' O.G. W/DBL. TOP PLATE ':._......_"s_..........i€".:..:.::.::'..'.t E ". ...,._...____.._._........._ €_".."."."."."."..... ".. :.. ......_..".".".._.,_...._........."."..F ._.".."... ...............". ...,.E • 2" FOAM INSULATION W/ R-13 BATT INSULATION (R-2'1) SECOND FLOOR (TOWER) " " ' "'�""""""'"' � ' ... �� "" " � J N 12 • 5/8" GYPSUM BD. WALL FINISH ELEV. +26.6' BEDROOM SECOND LL W 0 OR FLO BEDROOM N� R �4 � _ � O NEW SIDING NOTE (TYP): • SECOND FLOOR ----_---- BATHROOM qg pF p — — 0 Q I. INSTALL NEW CEDAR SHAKE SIDING $ ELEV. +24.6' F.J. AS PER PLAN VERTICAL BOARD d BATTEN SIDING T C. 2.I5# BUILDING FELT PAPER (OR EQUAL) - 5.INSTALL ALL AS PER MANU. SPEG.'s SECOND FLOOR , ____.._........._o _____ ............. ...._......._..__....... 4.PROVIDE ALL NECE55ARY AZEK TRIM FOR .._ .,..., ,.,...., ABOVE GARAGE ( ) PROPER INSTALLATION 1 5. SIDING SHALL EXTEND TO TOP OF ELEV. +21.01' _' ' 1" !i it FOUNDATION WALL € 1 i ....... ._....._,'i ._..€_... I I }I € tE 'E ; UJI t j NEW 4 THK. P. GONG. SLAB REINFORCED PER PLAN NOTES ( - G O i — I'( POST � V it€ t:P _ € .,.. .....,..... ... ' 6�6 TYPICAL FLOOR CON57RUOTION: GOVERE _ 'J I 1? I ' I U j' J b • NEW FLOOR JO15T AS NOTED ON PLAN I"' '�"_ I PORCH }� I1�.1.. i t • 3/4" GDX PLYWD T46 SHEATHING (BLOCKING ® FIRST FLOOR __......"......".... _._..._ I _______w_.. € _._.._._....._."._ _._.""._._.._......... �....._..._� ALL PLYWD SEAMS) ELEV. +14.6' FAMILY • F.J. AS NOTED ON PLANS (® SPANS OVER 5' OFFICE FIRST FLOOR ROOM INSTALL "X' BRID61N6 0 CENTER OF SPAN, _ U.O.N) LJ • PROVIDE R-50 BATT INSULATION WHERE —� P.T. DECK J ISTS F.J. A5 PER PLAN P.T. RIM J015T BASEMENT WALL5 NOT INSULATED;FOAM MIN. — — ew. 5" AT RIM JOIST I I CONNECTION 'GI' AS/ GARAGE SLAB PER PAGE G 003 OBASEMENT WALL FRAMING: ELEV. +10.6' ( I '' ti= £ €; NEW STUD TO DEL. GIRDER • 2"x4" P.T. STUD WALL I/a" O.G. PITCH _. ;s jLOOOR ASSEMBLY PITCH AS PER PLAN v R-15 BATT INSULATION W/ MOISTER BARRIERrilh �—GRADE I I , £ : GRADE " GYPSUM WALL BOAR? FINISH GRADE ® FRONT • ELEV. +10.4' � \ �ASEMENT MEGHANIGAL O z ROOM BATHROOM STORAGE m 5 m I � rL BASEMENT FLOOR ELEV. +5.6' ------I I i A-401 I j I SECT 10N A-A / A-501 - --- ------ -- — 5GALE: 1/4" = 1'-0° — i 2 RIDGE AS PER PLAN It �i 1, E Ij li E3 � if i RIDGE AS PER PLAN ' f ? I - �} e I e: ee t \ j 3i i €, t EE12 { (3 yl\x 1 ty}` .1 'I E 4 SSS 2E €E �' �✓ Dom' � Et 'I �t EE �� �� j G j ;? ii lE it Q-• cQ 1I: � E,1 li �377i !i 't � ,��1�;� � t; I Ld tv ev E 3; I• r 3 i' )) €tl 1337€ ? € Lu 1 =I PE €€ W€ll v -I Ef t. 1 f 2 UNFINISHED it P3 ATTIC G.T. a5 PAR PLAN ! ! i 3 L G.J. A5 PER PLAN € � � PROJECT: O.J. 11 l jCONNECTION NEW 2X8 DEL 15€ €Ci : € Ee.......E It Et t miE€ HEADER ABOVE E ; ; _ (E E P 3 i E E E E € f PER PAGE 6 003 5 I F 1 Ay-li/I C D 0 N N E L L P �.. L._..v'._f .._.." P E ( 11..._.._..._....t......._ 3 ALL WINDOWS 3 & i - €i DOORS y = ? 1 °, t I i.:..., p € I€ 1 ! 1 1 = il:.................`...............�?3 E • 2X6 SILL ! �, £ €3 €'+: 3 WALK-IN ? ;' 1 MASTER RESIDENCE I BEDROOM E 3 1 ,I HALLWAY BATHROOM E E 1 € 1 PLATE I CLOSET : ' EEDROOM ® WINDOWS. 1 I !�� <� tI i E S£ €} � 1 ! I €� I € 4}jj • { 12 1 4 400 PLEASANT PLACE 4 SOUTHOLP tJ I I I l � P t E _ t1 R :.. l._..E E . ..... .... _.....F I : E D' NY _1197.1 I , € NSW 3 : i F.J. AS PER PLAN C.J. AS PER FLA } —i$E __."....__.._... _ ___.__"......"...... __.._.__.__ I _. ......"".". I! DRAWING TITLE: BUILDING SECTION OR € ; t I I €1£ € I it.l I€ t `: E E GREAT ' E tP Et vtt III E P �E.. �E.v I f 1 :..,..�, tt [ t 1 I ROOM l.i.... _._W.........................._... 1 ! i >..._ .._ _ _ E: - i p FAMILY E 1 eEl € p _......._._........_._.ROOM P COVERED ; bXb POST i 1 € I 1 3 .. PORCH I i EE m FFFF E v AGE 1 t—. I , E � i I 3' 6" MIN t� €• E 1€3 €E I _RAILIN6 AS PER DETAIL s' .............. . .........:.... ! A 0"'o 3 O :L 01" P.T. RIM J015T P.T. DECK J015T5 F.J. AS PER PLAN P.T. DECK JOISTS P.T. RIM J015T 'i �I 3 ATE 0 /0 /21 11 OF 19 3 lj\ gym: D 6 9 DBL. GIRDER € ! I;E DBL. GIRDER AS PER PLAN PITCH AS PER PLAN -'GRADE t. ;t t P € FITCH E ` BASEMENT e E �E E} E j€ < I € f RADE Oz_ MECHANICAL ":':." "" RECREATION BASEMENT '__._... rn _ ROOM 1 ii. } E ROOM WALK-OUT m� €' f_ 10 { � I E _ t t E 3 o SEG710N E3-E3 / A-301 SCALE: 1/4" = P-O" BUILDINGSECTION NOTES ` ,\ .._.,.,,,,,,_„__......,,..,._._,,.,,,._.............................................................................~_,.,_,_.,,,_....._,_,...".,_.......__...,,__._._.._._.,,,,.,.,.__.._..,........._...........,.,,,,,...,..,,,,,,,,............._,,.,_,_, d U NEW ROOFING NOTE (TYPJ: OO I. INSTALL NEW ASPHALT ROOFING SHINGLES uj Q Z O 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO �\\� Ly,J ] N 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS �� J r"I u OVER �� 1, � 116 r'I E : . .......... ........................t 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER �t L ... \� 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HINGLE OVER RIDGE 8 HIPS (AS REC�'D) Z 6.PROVIDE RIDGE VENT (A�� REa'D) ~,,,,x ~,,,,, ,�' F E!3 tm �i 7. FLASH ALL VALLEYS \\ ?1 \ Z 8.INSTALL DRIP EDGE AS REa D _ _E F- J J q. INSTALL ALL A5 PER MANU. SPEG.'s \ ^" L Y TYPICAL ROOF GEILIN0 CONSTRUCTION: (!`' • NEW ROOFING AS NOTED F _.,,._.,_,,,,,,, _,__.,_„_,,,,,,,,,,,,,,,,,,,,,,,__. �,_~,,, -� • I/2" GDX PLYWD SHEATHIr�G (BLOCKING ® ALL � ~""--- PLYWD SEAMS) • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF 2 P� 4 - I !I == .. F1 1 € P� G T PER PLAN E E !EI = Q SPAN,U.O.N.) P�� „ ., _ .,., „,,.,., 12 E i ( ,..,,.,. [.._.....,....._' I-- • MIN. OF R-2I SPRAY FOAM INSULATION;R-28 9 1 s1 ;; BATT INSULATION 1 A I r "ii"'::i,";:.......:::'i:" _ J t d J "; � I F TYPICAL EXTERIOR 10 WALL CONSTRUCTION (TYPJ. i Ee` i 3E. E II , II E 3 Cf'l ! O UPON TYVEK HOUSE WRP�P (OR EQUAL) 12 � O • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING® ALL t Z PLYWD SEAMS) Ij.,,,_,.,,,,. E r -,,+ ivW O • 2"xb" 5TUD5 ® 16" O.G. w/DBL. TOP PLATE E --~ II , - 1 Y � • 2 FOAM INSULATION W/R 13 BATT INSULATION(R 2'1) I - ';`• ; E{ I Z "d' • 5/8" GYPSUM BD. WALL FINISH � -- - --3J` SECOND FLOG E HALLWAY = - ._` -: - ..::-:- ~� I (I Q Z � 12 `1'1 — � LaJ (4 ONEW 51DING NOTE (TYPJ: I. INSTALL NEW CEDAR 5HAk:E SIDING B R ff VERTICAL BOARD d BATTEN SIDING r1E� ( 1? , L!) F.J. AS PER PLANS _~_~___,~~,,,,.,_,,,_,. i I O J O 2.15# BUILDING FELT PAPER(OR EQUAL) G. _ 1 :I 1- -w 3.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY AZEK TRIM FOR 1 - _ 1 PROPER INSTALLATION „_,,, , , , x:,:.,•m:<:::::::::::::- -::;, I i I 1 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL e., 3 I : ie _ , ell IILU FIRST FLOOR e E i I NEW 4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES { i O ~.,,mm 6Xb POST COVERED 4 ! ENTRY/ ' I LU PORCH MUDROOM ,,_,,::,E TYPICAL FLOOR GON5TRIJGTION: __w,,,,,,,,,,,,,,,,,~_-------,,,,,,,,~.,. v 6 NEW FLOOR JOIST AS NOl�D ON PLAN• 3/4 GDX PLYWD TdG SHE:ATHIN6 (BLOCKING ® 1 € = J _ E PLYND SEAMS) F,JL AS NOTED ON PLANS (® SPANS OVER B' : INSTALL "X BRIDGING ® CENTER OF SPAN, ' U.O.N. 30 BATT INSULATION WHERE cT. DECK J F J. A R �, ..-_..::.�_,..,,, 015T5 5 PER PLANS r,:.,<.:_.<,-- W:,-:,_..... ........... P.T. DECK JOISTS I E• • PROVIDE R- �.:.: P.T. O ST I �--: BASEMENT WALLS NOT INSULATED;FOAM MIN. _ _ u I ,_.._..____..__~..___.__ 3" AT RIM JOIST EE b � BA2 x4"EP.T. STUDNT LWALL ibl'NO.G• I _,. — • AS PER PLAN PITCH i { R-13 BATT INSULATION W/'MOISTER BARRIER -�-GRADE • " GYPSUM WALL BOARD FINISH 1 I BASEMENT E 4 1: e` i d) NEW GYM PITCH Oz 3 cL Oz Oz i � i I li I I I SE0710N G-G / A-502 i I I SCALE: 1/4" = 1'—O" I ' I I I I I I I I I I III I I 2 I I I I I I ' RIDGE AS PE*: PLANS Ei S} Ei � E• '' EI EEE i,E '• Z : Q Ei x ±[ U E, E: E � is t (f i! w , _ � Q• D^ �/� � Q D _Q fl �: "~~�Dx _ __D ":_ U _D _ fl _: D_ I � I U-' u; I II ! NEW 2X8 DEL HEADER ABOVE PROJECT: ALL WINDOWS b O DOORS MAY-MCD- ®fVIVELL PLATE RESIDENCE -- I PLATE 3 ® WINDOWS. SECOND FLOOR 4 BEDROOM 400 PLEASANT PLACE F.J. AS PER PLANS SOUTHOLD, NY 11971 6 DRAWING TITLE: GARAGE BUILDING SECTIONS [A El I - � I 1 (V I : E E PAGE: : E ' , E ` I I I , —_ A. *v% =L PITCH GRADE�- PITGH DATE: 06/09/21 1.2 OF 19 KK Fl SEGT101� D-D / A-502 4 ; SCALE: 1/4" = I'-O" �t4�� d U W Z O J � Q Lu >- HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/MANU. 5FEG.'5; " PLANS � Z AND NOT FROJECTINL MORE THAN 4V2" INTO Z STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT J = >- F ITCHED METAL � Y J0I5T HANGER BY O Lo O 5/4xb 'SIMP5ON' OR EQUAL " " P.T. FIRST E I N I SHED FLOOR DECK BOARDS F.T. DECK JOISTS AS a, � OTED ON PLANS Z i 5/4" x REQ'D L O HEIGHT P.T. RISER = 0 J VY MIN. SPACE BETWEEN WALL AND HANDRAIL 5/4"xb" F.T. - - - _- - - Z DECK BOARDS Q W s 2"x BLOCKING ® EA. J 5TRINLER TO MATCH SIZE /a" PINE RISER OF P.T. DECK JOISTS s/a" PINE TREAD STANDARDS FOR O RI Ff=ABLE HAND RAIL Z M CD J SCALE: NTS FASTEN BLOCK NG MIN. 6 NOER TO Z }• 4 FASTENERS) ' EE =�X O GROSS SECTION NOSING Z N MIN. < d)z a HANDRAIL �) J I" ROUNDED N051NO -' p CLEARANCE CIRCULAR NON-CIRCULAR I 2"A2" P.T. 5TRINGER5 a I&" W w/ya" RADIUS Q O.G. (MIN. 5 STRINGERS 4" THK. x 8" WIDE x WIDTH Ln Cr e-I (NOT INCLUDED IN Lu OF STAIR P. GONG. PAD I EA. STAIRWAY) ~O TREAD DIMENVON) 411-&/v a r-I J O II/ 4 V2" �4"-.2 PERI- �'4° 2"xb" P.T. BLOCK IN BETWEEN MIN. METER MAX. EA. 5TRINOER. FASTENED To 'x NOTE: P. GONG. PAD w/ Iq/64" x m.� ALL DECKING SHALL BE FASTENED w/COATED DECKING 501REW5 BY 5-1/2" CONCRETE SCREW W5 BY r "DECK MATE" (OR EQUAL) GALIBURN' (OR EQUAL) - MIN. x V (5) 50REW5 PER BLOCK O" MIN. lU UW GRADE GRADE W —�� F V c0 = � J m 8 U =`" J (5) 2"x12" STRINGERS ® w/ R-21 IS PAGING XTER I OR WOOD STAIR DETA I L INSULATION, IF UNDERSIDE `� Q ` -401.0E SCALE: 5/4" = I'-O" ,. 5TORAGE/NON-HABITAL SPACE -=' STORAOC UNDER y�° GYP. BD. (WHEN Af='PL I(,-ALBE) r ,r EXIST. EXTERIOR TREATED 2"xl2" SILL FOR CONTACT 5HEATHIN5 w/GONG. (IF APPLICABLE) EXIST. SIDING MATERIAL - --- - - - ---- -- -- - - -------- - -- -- -- - - II BUILDING PAPER d HOUSE WRAPTo FULLY - - - GAP FOR OVERLAP FLASHING W NEW STUD ALL DRAINAGE 5/4"xb" COMPOSITE DECKING (U.O.N. ON PLAN/ � INTERIOR NOOD STD I R DETAIL "Z" FLASHING 5EGTION/DETAIL5) A-401.0E _- I FLA5HIN5 DRIP EDGE F.T. DECK JOIST i I COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w/ (2) FLASHING 2'-O" LAP 5/&" 0 x 5" LONG HEAVY DUTY GAL. (NP) LAG BOLTS ® 16" O.G. INTO MUD SILL d METAL GALV. JOIST HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN PROVIDE 3" (MIN) GONG. COVER w/(2) 5/8"0 x 5" LONG APPROVED BY '51MP5ON' (OR EQUAL) OF ALL REBAR WITHIN P. GONG. EA. JOIST + MASONRY ANCHORS ® I6" O.G. FOUND. WALLS $ P. CONC. FTL'5. PROVIDE STRAPPING B NAILING t —+ I "Z" FLASHING AS PER CONNECTION 'D' IN I TYP. ROOFING (SEE j "TYPICAL NAILING/STRAPPING I I I SECTION NOTES) NEW FOUNDATION WALL ' PROVIDE PER OUIREMENT5 FOP, UPLIFT, EETENERGY EN CAVITIES S PAG E LATER® EA. TUD.RESISTANCE" ———————————t—— —— TYP. ROOF CONSTRUCTION Z (WHEN APPLICABLE) i ( i (SEE SECTION NOTES) LEDO ER CONNECT 10N DETAIL 2 _ _ —————— —�-- I -- 'SIMPSON' H2.5A p,9 � FLOOR SYSTEM AS NEW (2) 2'xb F.T. SILL PLATES i RAFTER TIE R�' -401'00 SCALE: I' = I'-O° t ON PLAN - - -_--1 ----- NOTED - ---- - UPON SILL SEAL UPON COPPER #5 REBAR (TYP) Q I I I ww TERMITE SHIELD NEW 5/8"0 HOOKED ANCHOR #5 BENT I I I BOLTS ® 5q" O.G. w/ 5" 5QUARE WASHER 8 ENDNUT REBAR (TYP.) (V G.J. AS PER PLAN FASCIA BOARD - PROJECT: BEAM AS PER PLAN II MAY-ICICDONNELL E HOOKED VERT. d1 I RESIDENCE REBAR ® 48" O.G. 11 i II "SIMPSON" FG64 (FOR 5 FLY BM) NEW "SIMPSON LU526 it "51MP5ON" BC52-2/4 GALVANIZED JO15T II �I CORNER CONNECTION (FOR 2 FLY BM) HANGER II 400 PLEASANT PLACE 11 GRADE I. SOUTHOLD, NY 11971 III.. F .v _.___._._..... 3 . #5 REBAR (TYP) 2'-O" LAP (TYP) DRAWING TITLE: � i 3 P. GONG. FOUND. WALL 1�° -..---_.. ._........_� (MIN. 4,00E P51) II = DESIGN DETAILS dl to . ..........0 E ------ — -} -- --------- -t- I 8 dJ^m^mm P.T. POST AS g _' ... ............._..._......,_.. ? PER PLAN vI _......w_.........__.... I _...._._._ -------4--4---- TOP, MIDDLE,ALLB OOR. CONT. TTOMTOTAL) 1 Ir PAGE: III ..... I I .,. .................. E E I �•II , E I I II I ... Q I I P05T 0N" P. GONG. CONT. FT6. II 3 (MIN. 4p00 P51) II I I I' (5) #5 HOR. GENT. REBAR II" I I POST S 5 PER POST SIZE ■ J I ( REBAR (TYP) 4 P. GONG. S #5 BENT LAB I I I I P.T. DECKING DATE: 0 /0 / I 13 DA 6 9 21 OF 19 i { ' I I -- 6 MIL POLY- MOISTURE II I p? I P.T. D.J. AS PER PLAN RETARDER 7. I I I 4" GRAVE'L BASE ` i PREY. GLEAN ' E 1 ( , 2 0 I ,•_ g - COMPACT FILL ' / ----- --^ _ -•---- ( € 1 16 I I COVERED FORCM DATA I L I I 'T' CONNECTION A-401.00 SCALE: 5/4" = 1'-O" n �. fOUNDAT I ON WALL DETAIL REBAR OVERLAP DETAIL : - A-401.0E SCALE: 5/4° = 1'-0" A-401.00 _ �`o a t�,..- 0 w QF � Ld W Z 0 Q z N W :_ = N �w o -1� J W ri pp 5IMP50N H2A RAFTER 51MF50N H2 5A RAFTER m CD - .5 Q TIE (OR EQUAL) TIE (crz EQUAL) Q W }- Q w= MIN. 4" BETWEEN EDGES OF 5/4"xb" P.T. DECK 5/4"xb" P.T. DECK 0 Z Q m I-I/2" soUARE BALUSTER BOARDS BOARDS (STYLE TO SELECT) J = Z 5IMP50N H (ORE UAR C) TIE Q (2) 1/2"(P HOT DIPPED GALV. (2) I/2"(P HOT DIPPED GALV. C) O 5/4"xb" P.T. DECK BOLTS ® EA. P05T w/ OVERSIZED BOLTS ® EA. P05T w/OVERSIZED 0- u m BOARDS P.T. D.J. AS _ Z —WASHERS $ END NUT PREBORED P.T. D.J. ASWASHERS 8 END NUT PREBORED PER PLAN cV- INTO BEAM, POST, DECK TIE $ PER PLAN (V- INTO BEAM, POST, DECK TIE +f Z RIM BOARD A55EMBELY ' RIM BOARD A55EMBELY 0 P.T. BEAM AS NOTED P.T. BEAM AS NOTED 0 tV SOLID BLOCK ® 12" O.G. cV SOLID BLOCK ® 12" O.G. Z / (2) 1/2"m HOT DIPPED GALV. Q W BOLTS ® EA. P05T w/ OVERSIZED (2) SIMP50N MJT14Z (I) I/2"� H.D. GALV. THRU (2) 5IMP50N DJTI4Z (I) I/2"� H.D. GALV. THRU .J P.T. D.J. AS —WASHERS d END NUT PREBORED DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER -J 00 PER PLAN cV INTO BEAM, POST, DECK TIE 8 EA. P05T 8 END NUT PREBORED INTO EA. P05T END NUT PREBORED INTO POST d DECK JOIST TIE POST B DECK J015T TIE > RIM BOARD A55EMBELY Z (� "SIMPSON" ABA44 "51MP50N" ABA44 J ri z"r-- P.T. BEAM AS NOTED ® COLUMN BASE GOLUMP� BASE �"� Q (� SOLID BLOCK ® 12' O.G. cV 4"x4" P.T. POST cV 4"x4" P.T. P05T Z 4 (2) 5IMP50N D•JT14Z (1) I/2"0 H.D. GALV. THRU GRADE GRADE Z � DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER II II J N EA. P05T d END NUT FREBORED INTO 12"� 'SONOTUBE' FILLED 11 II II 12"0 '50NOTUBE' FILLED II LL.o W 0 P05T d DECK JOIST TIE Ln Ix rl "SIMPSON" ABA44 SOLID w/P. GONG. ill SOLID w/P. GONG. �Ll ® COLUMN BASE (MIN. 4,000 PSI) II z (MIN. 4,000 PSU II �. _Z 11 11 � II II � O J 0 cV 4"x4" P.T. P05T III - III - 6RADE NEW (2) #5 NEW (2) #5 p 11 BENT REBAR BENT REBAR 12"4) 'SONOTUBE' FILLED II NEW (2) #5 II 11 NEW (5) #5 II!I W SOLID w/P. C:ONG. IJ 111 r_ III HOR. REBAR i I HOR. R BAR I (MIN. 4,000 P51) NEW IS"x18"xl2" NEW 24"x24"xl2" �- DEEP P. GONG. PAD II 11 DEEP P. GONG. FAD II 11 FTC. (MIN. 4,000 PSI) 111 FTC. (MIN. 4,000 PSU W I I 164 I� II III ~ V �33 Q 2 EXTERIOR HOOD DEC,< DETAIL_ g EXTERIOR MOOD DF_C< DETAIL_ EXTERIOR MOOD DEG< DETAIL_ A-402.0 SCALE: 5/4" = 1'-0" A-402.0 ., SCALE: 3/4 I —O SCALE: 3/4" = I'—O" _ lo, 8 (4) 3/8" H.D.G. LAO BOLTS (PREDRILLED) i ' FLOOR SYSTEM AS � 1 — NOTED ON PLAN I NEW STL. GAP PL 'Al FLOOR WOOD BEAM - WELDED TO COL.;SEE AS NOTED ON PLAN GAP PL. DETAILS 3/8" THK. PL. THK. H.D. NEW 5-1/2" O.D. SGH 40 NEW E3ASE PLATE 'A' HOT DIP GALV. STL. COL. I I EE OAL\/. PL. WELDED TO COL.;SEE (ASTM A125) AS PER /L� BASE PL.. DETAILS FOR FOUND. PLAN BY 51MS BOLTING STEEL (OR EQUAL) CAP PLATE EAE I I PROVIDE GOLD JOINT GONG. SLAB FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE AT coNc;. SEAMS (TYFJ LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER I I j ---- 4" GRAVEL BASE - } 3 ._._.._.......... ,� I ,,.` REBAR UPON (3. #5 (4) 3/8" H.D.G. LAO o HOR I 1 ..3 ....................._ ( _.__.'_,, HOR. REBAR (b TOTAL) BOLTS (PREDRILLED) ---L- _ ;- NEW 24"x24"xl2" COMPACTED FILL DEEP P. GONG. PAD :. >- --- ---- - - -- - FTC. (MIN. 4,000 PSI) i I I w I I l 0 STEEL. COL. 4 24"x24"x 12 " FOOT I NO DETAIL_ A-402.0 SCALE: 5/4" = 1'-0" LA _— 3/8" THK. PL. � �� 3/8" THK. H.D. PROJECT: /1'2 ol IOALV. PL. MAY-MCDONNELL GAP PLATE EBE RESIDENCE FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE - - -- - DIMENSIONAL LUMBER OR 5.25" WIDE PSL 400 PLEASANT PLACE FLOOR SYSTEM AS NOTED ON PLAN SOUTHOLD, NY 11971 NEW STL_. GAP PL. 'A' FLOOR WOOD BEAM AS NOTED ON PLAN WELDED TO COL.;SEE DRAWING TITLE: GAP PL. DETAILS NEW 5-1/2" O.D. SGH 40 HOT DIP GALV. 5TL. COL. NEW BASE PLATE 'A' (A5TM A125) AS PER g DESIGN DETAILS WELDED TO COL.;SEE FOUND. PLAN BY SIMS BASE PL. DETAILS FOR STEEL (OR EQUAL) - BOLTING \ �2 NEW 4" P. PROVIDE GOLD JOINT GONG. SLAB t I AT GONG. SEAMS (TYP) / I 4 PAGE: 3—I/2 O.D. SGH. 40 HOT DIP OAL\/. STL. COL. ^.:..:. �. .t > (ASTM A123) AS PER -4uzm . .. ........ — PLAN WELDED T --- 4" GRAVEL BASE ..-.-- I -_-=-- r _.—................._j � Lh 8"x8"x3/8" THK. G OMPAGTED FILL ,�_... ._..........._...___ � 1 �•` 5TL. BASE PL. NEW 42"x42"x18" 1r'f(b) #5 HOR. REBAR DATE: 06/09/21 . DEEP P. GONG. PAD fi.._W.__..__..............; i I __..___..._....._._...... ? ,�.......__...._ (4) 1/2 HOOKED ANCHOR FTC. (MIN. 4,000 PSI) _................_............. I ................................._. R. ....... , RESARUPON b(12 TOTAL) BOLTS EMBEDDED INTO ! ... I ; --__--_ -- FOOTING MIN. 4" w/ OVERSIZED ..........._...................... I ....._......................._. E ................_.. E __.... 3 ; .__f_..._._.._._..._._._.... WASHER AND END NUT SETUP .......... 3 ..........--- ........----------- F ._.......... .. _. � ........ �+` PROVIDE 5" (MIN.) GONG. COVER BASE PLATE EAE OF ALL REBAR WITHIN P. GONG. , y FOUND. WALL5 4 P. GONG. FTC's. STEEL. COL . 42 "x42 "x 18" FOOT 1 NO DETAIL_ STEEL_ COL. CAP BASE PLATE DETAILS A-402.0 50ALE: 5/4" = 1'-0" -402.0 SCALE: 3" = I'—O" �ENEF�AL S'%r 5 0 L � � O _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTLu f` WOOD FRAME (L.G. 5TL. O O WHEN APPL I GABLE) J T-i EXISTING TO REMAIN W � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W >_ ST . WHEN APPLICABLE L ) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (Ll5. STL° POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL E- Ln 2 P05T FOR b" WALL5), U.O.N. w O O NEW 2-HR FIRE RATED O € O O WOOD FRAME (L!8. 5TL. 0- Lo OC WHEN APPLICABLE) Z CF m O _ � 0 a J STRUCTURAL PLAN NOTES ' -j 00 > d' O SINGLE SPAN STRUCTURAL MEMBER: Z O CD O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J J" ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY O ABOVE INDICATED POSTS. '• Z d' PROVIDE 5IMP50N HB5.5o/II.bb, BA3.56/I1.b95, OR BA C( Z eri O2 I.bl/II.bb HANGER AT INDICATED BEAM CONNECTION (PER N BEAM WIDTH);WELD HANGER TO STEEL BEAM PER W W CD MANUFACTURER SPECIFICATIONS (SEE 2014 51MP50N 1 STRONG-TIE WOOD CONSTRUCTION CONNECTORS FACES 162-164 4 BULLETIN "T-G-WELDUPLFTIQ". O 6 JOIST HANGERS (STEEL FLUSH BEAM); J O PROVIDE 51MP50N BAI.bI/Il.bb TOP FLANGE JOIST HANGER ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER D MANUFACTURER SPECIFICATIONS (SEE 20Iq SIMP50N CZl O STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES - W 162-I64 4 BULLETIN "T-G-WELDUPLFTIcI". (2) 2"xl0" P.T. (2) 2"xlO" P.T. (2) 2"xl0" P.T. w JOIST HANGERS (STEEL FLUSH BEAM): DROPPED BM. DROPPED BM. DROPPED BM.. (2) 2" D° P.T. _ DROPPED BM. O PROVIDE SIMPSON BA3.56/11 bb TOP FLANGE J015T HANGER B— — B I U ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER LiJ MANUFACTURER SPECIFICATIONS (SEE 2014 SIMPSON ? U STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES Q v Q v J 162-164 6 BULLETIN "T-G-WELDUPLFTI9". \ O O O • <'"' O5 JOIST HANGERS (WOOD FLUSH BEAM). PROVIDE 51MP5ON MIUI.bI/II FACE MOUNT ♦-'ANGER ® EACH x ® x ® : ,... F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS w N O JOIST HANGERS (W:OD FLUSH BEAM):PROVIDE 5IMP50N MIU55611 I FACE MOUNT HANOFR a EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS 15 ,...... 7 �. TYP. 5TL. COL.: II-1/8' TJI 110 p - - - - - - -- - - - -- -- F.J. ® I6" O.G. - O 3-I/2" O.D. 5GH 40 HUT DIP GALV. 5TL. COL. (ASTM A123) I � 10 I • ' - ° STORAGE BY SIM5 STEEL (OR EOUAL r r h UNHEATED UNFINISHED x O 2 24"x24"x12" DEEP P. GONG. PAD FOOTING 0 4 A5 PER DETAIL 10/A-402. LL Nh 1I-'1/8"TJI 560 F.J. Ib" Q.G. NG D OI 42 x42 x18 DEEP P. c:0 . PA F OTINC bGREENHOUSE AS PER DETAIL II/A-4.02. -SLAB ON 6RADE- WOOD DECK FOUNDATION (5ONOTUBE ONLY): ( Q 7 (Y'I (DESIGN BY OTHERS) OqA "� PER 4 x4" P.T. POST UPON 12 P. GONG. PIER A5 I li DETAIL 2/A-402 15 r i WOOD DECK FOUNEATION (18"xl8"xl2" FTC): `xLOCATE STL. COL. O qB 4"x4" P.T. P05T UPON I2"(P P. GONG. PIER UPON 18"xlb"xlZ' m z DIRECTLY BENEATH r cV DEEP P. GONG. PAD FOOTING AS PER DETAIL 5/A-402. STL. COL. AT EDGE OF ^I(i INTERIOR WALL ABOVE qG 4'x4 P.T. POST UPON 12' P. GONG. PIER UPON 24 x24"xl2' (2) 2"x8' P.T. 1 B O WOOD DECK FOUNDATION (24 x24 xl2 FTC): i � (2) 2"xb" P.T. - qA DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. DC 13 iRECREATIONDROPPED BM. DROPPED BM. Q ROOM BAR qB 14 14 O10 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING Q Q Q v 10 12"xb" j P AS PER NOTED DETAIL TY � O P.T. D.J. x I I ® Ib O.G. IN u I _ I TJI I10 11-Va" TJI 560 Q TYPICAL LEDGER BOARD ® EXT. DECK: _ I j F.J. ® ib" O.G. 5 X b F.J. ® 16" O.G. N I I 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS _ II _ 2. SECURED w/(2) 5,5" 0 x 5 LONG H.D. 6AL. LAO � " � 111 I BOLTS ® I6" O.G. �- � I _ _ _ � qA 3. INSTALL H.D. CAL\/. JOIST HANGERS BY 'SIMPSON' (OR { m O EQUAL) 4. PROVIDE FLASHIPdG TUGiGED UNDERNEATH SIDING B j Q SB BENT OVER TOP EDGE OF LEDGER BD. I- r 12 (3) 2 xl0 P.T. HDR I �, 5. SEE NOTED DETAIL - 10 ,p _ !11 (2) I.75"xllb-13" G.P. W x O T_ ZOE LVL FLUSH_ � g i I -N -7 1 T N BEAMS w/ 51MP50N 2 12 BEAM POCKET (TYfi .) MIU 5.56/I1 HANGERS i - OV --- O Im .I „ 6� - - - --- - - 2 GAR - N ui> (2) 1.75"x11.675 G.P. 2.OE LVL FLUSH BM. .. (2) L'f5 �;11.8T5 G.P. 2.OE LVL FLUSH SM. N w - > - --- TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: 1 �� r � � 13 (2) 2'xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 8 SILL SEAL A-4oi � I -. •0. � v SLAB ON GRADE I � Ii T I - • ANCHOR BOLTS AS PER PACE 0-003 NEW I I-VS TJI I10 N Q O /� F.J. ® 16" O.G. IU Q 7= • P. GONG. FOUND. l^l4LL A5 PER DETAIL UPON GL / v ` GYM • P. GONG. FOOTING AS PER DETAIL - 1- ® Q ASPHALTIC MASTIC: DAMP PROOFING TO EXTERIOR _ _ O • S.O. FOOTING 3-O" BELOW GRADE MIN. _ I ' • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN E LVL DROPPED BM. ZOE LVL DROPPED BM.VFLU25H:BMLV DROPPED BM. PROPPED B L G.P. 2 I.'15"xll.8-i5" G,P. (2) L-IS'xq.5' (2) I.15"xq.5 PROJECT: APPLICABLE) I 2, • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / 15 I �� I M" STOOPS (WHEN APPLICABLE) II , I '1 �h�+r� 7 IVi AY IVY C D 0 iV V�E L L • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 2"x6" P.T. D.J. �� FOR HE16HT OF WALL 4 SLAB (WHEN APPLICABLE) ® 16" O.G. i MECHANICAL RESIDENCE Q HALLNAY ROOM 13 - HOLDOWN: O - Q 136 STORAGE O v UNHEATED I4 �w I - O UNHEATED - p UNFINISHED HOEDOWN 'B AS PER PAGE 0-003 rylo II UNFINISHED - - DRAIN b HOLDOWN: 4 - - m c0 ® ® SLOPE ! 400 PLEASANT PLACE 15 HOEDOWN 'D' AS PER PAGE 6-003 qG r �' r `L II s'-oy2" SOUTHOLD, NY 11971 BATHROOM I 12 r� 14 114 (2) 2"xl2" P.T. - -I 501L BEARING CAPACITY NOTE: _ (� w -- DRAWING TITLE: STRUCTURAL DE516N OF FOOTINC75 AS5Ut A SOIL A-301 HDR. 3 2'xb" P.T. HDR DROPPED BM. 8 - - - - - - -- -- - - 3 � (2) 2"xl2" P.T. - - - - - BEARING CAPACITY OF LO TONS/S.F. A (5) 2'xW P.T. HDR (5) 2"xb" P.T. O A DROPPED BM. - -- - -- ---- --- - -- - - ---- --- - - -- PROPOSED STRUCTURAL PLAN �fil • Q U HEADER POST FRAMING NOTE: = O Ww POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW p` x DO �z� II STANDARD FRAMING GRAPHIC ON PAGE 6-005 UNLE55 i IN R I�O to ? 10 � x ® D NOTED OTHERWISE. dJ rie Q z�xQ HO2"xb" P.T. D.J. ® 0 = D_ = Q �n" O.G. W 51MP50N = N - % lu� - 0 PAGE: LU526 HANGERS x a x ® uj xN n aB DROPPED BM. I DROPPED BM. DROPPED BM. _ DROPPED BM. (2) PPE P.T. D PPE P.T. (2) 2"xl0" P.T. c^V�� (2) 2"xl0" P.T. _ W (2) 2�'xl0" F.T. _ (2) 2'xl0" P.T. _ DROPPED BM. DROPPED BM_ � 0 0 i I I i- IL qB qB qB ! qB qG � - - qg t b'- - yI/ � /2 y2 '2 — V2 DATE: 06/09/21 15 OF 19 I I FROPOSED FOUNDATION STRUCTURAL PLAN SCALE: 114" = P-O° a" .Fus- 0�F � Q U _ EXISTING TO BE DEMOLISHED OENERAL NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. n � W = N WHEN APPLICABLE) .J IT-i EXISTING TO REMAIN W NEW FOUNDATION WALL Q NEW WOOD FRAME: (L.G. � Lu >_ 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE: RATED MIN. (2) 2"x4" STRUCTURAL 0 _ Z WOOD FRAME (L.0. 57L. POST FOR 4" WALLS J J WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL Lo P05T FOR 6" WALL5), U.O.N. m M O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.O. 57L. (L Lo cr WHEN APPLICABLE:) _ - Z ! 't m O � 2 p F- STRUCTURAL PLAN NOTES Q LU OSINGLE SPAN 5TRUGTU'?AL MEMBER: J 00 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS > O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Z � ABOVE INDICATED POSTS. PROVIDE SIMPSON HB5.50/11.88, BA3.56/11.88, OR BA J O O2 I.bl/11.88 HANGER AT INDICATED BEAM GONNEGTION (PER BEAM WIDTH);WELD HANGER TO STEEL BEAM PER QZT"I MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N w Ln � r"I N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 4 BULLETIN "T-C-1^4ELDUPLFTIq". c _ Lo JOIST HANGERS (STEE OL_ FLUSH BEAM): Q O PROVIDE SIMPSON BAI.81/11.88 TOP FLANGE JOIST HANGER J O ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (5EE 2019 SIMP50N ul 1> 5TRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 162-164 4 BULLETIN "T-C-INELDUPLFTIct". LI JOIST HANGERS (STEEL_ FLUSH BEAM): O PROVIDE SIMPSON BA3.56/11.88 TOP FLANGE J015T HANGER ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER f- MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N (� STRONG-TIE WOOD CONSTRUCTION GONNECTOR5 PAGE5 W 162-164 4 BULLETIN "T-G-I^IELDUPLFTIq". �_ U JOIST HANGERS (WOOD FLUSH BEAM): DECK = J O PROVIDE 51MP50N MIUI.61/11 FACE MOUNT HANGER ® EACH O 2 2"x8" HDR U J F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS O JOIST HANGERS (WOOD FLUSH BEAM): e!c" 8PROVIDE 51MP50N MIU3.56/11 FACE MOUNT HANGER ® EACHF.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS P -"'TYP. 5TL. COL.: - R (2) 2' -- D II-"1/8" TJI 110 -- -- --- F.J. ® I6" O.G. 7 (2) xb" HD x8" HDR �3 I/2' O.D. SGH 40 HOT G IP GALV. 5TL. COL. (ASTM A123) OBY SIMS STEEL (OR EQUAL) p N SCREEN PORCH X I I � © 24 x24'xl2" DEEP P. CON:.. PAD FOOTING N 2- - -(BENEATH 8G5T P - - - , x ® - STACKED BENEATH �) NEW TO FLUSH BM ABOV� e AS PER DETAIL 10/A-40... P05T ABOVE KITCHEN \ -- `� � � 11-7/b" TJI 5-60 F.J_ 12" O.G. --- - O 42"x42'x18" DEEP P. GONG. PAD FOOTING 4 � I ti P�P' (2) 2"xb' POST STRUCTURE BY OREENHOUSE AS PER DETAIL II/A-402. (2) 2"x8" 2v u - _ STACKED - - s� SB i t-.I WOOD DECK FOUNDATION (50NOTUBE ONLY): `� DOOR HDR ��� n POST ABOVE OTHERS JI - - �r.._ - - - BENEATH qA 4"x4" P.T. POST UPON 12"cD P. CONC. PIER AS PER (TYP.-U.N.O� BROOM DETAIL 2/A-402 ..:...:.. Q - 2 I WOOD DECK FOUNDATION I5"xI5"xl2" FTG 3 - -- ( ): d - (2) 175"x!1.8 15" G.P. 2.GE LVL FLUSH BM. ! qB 4 x4' P.T. POST UPON 12 cp P. GONG. PIER UPON 16 X15 x12 II 7/8" TJI I10 P._NCA7H YO. : TO E3ATri�OUM DOOR HDR O DEEP P. GONG. PAD FOOTING A5 PER DETAIL 8/A-402. F.J. ® 16" O.G. 4 qG 4'OOD DECK FOUNDATION P. (24"CONIC 4"x12" FT24"x24"xl2" 2 t i/6 TJI 5E,0 F.J. 12 O.G. O DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-4o2. (2)(2) LT5 x11.8'15 G.P. 2.OE LVL FLUSH BM. (3) I.'15 xit.875" G.P. 2.OF LVL FLUSH BM. k_E3E7E7`7 MDR000TT2_K C.LH780�- - - i3 i�M ST-R B�DROGG�ALL 2 2"xb" POST TO --j 1 7 O it-7/8 TJI 560 O24"xl2" DEEP P. GONG. CONTINUOUS FOOTINGT F.J. ® 16' O.C. 10 AS PER NOTED DETAIL (TYPE 0.� II-7/8" TJI 110 4 - pl I FLUSH BM. p p II--r/Pi" TJ y0 2 = F.J. ® I6" O.G. - - TYPICAL LEDGER BOARD ® EXT. DECK: I 3 F.J. e ib" O.C. iq iv l Iy cx DECK (3) 2"xb" POST TO vREAT f�00M FLUSH BM. (STACKED ry LANDING j O DINING ROOM f�) BENEATH F05T TO j ! VALLEY ABOVE) ,ALL Y I O 3 2"x4" POSTL�� 5 yTl~i'RUO BENEATH I- O - 1 9) TO FLUSH BM. i x (5) 2"xb" PO w 3 2"x8' HDR TO FLUSH B '5J 6 6 i x 2 ~ _ - dJ = Z Ip J Ul 117/8 TJI 110 I I :/8"TJI 560 Q O cn I ! F.J. ® lb" O.G. F.J. a 16" O.G. x (2) 1.75"x11.875" G.P. 2.OE LVL r ? w N N 'u II-7/8" TJI 560 w 4"x4' POST I _O O F.J. ® lb" O.G. V D TO FLUSH BM. N O ' I MIU 3.56/I I HANGERS - - FLUSHBEAMS w SIMPSON ..:. ._. O 2 GAR xl w (2) 2'Wo P05T GARAGE -- - - - x z I I-7/8" TJI 110 - O - To FLUSH BM. cvl cV F.J. ® 16" O.G. - .UD w o I II 7 8 TJI I10 p �/ 12 2 x8" � `, 3 2 x4 POSTS l ) � O •MUDROOM/ENTRY � F.J. ® 16" O.G. HDR 2 1.75"x.11.875" TO FLUSH BEAMS (2) 2_'xl0" _ r ( O C.P. 2.GE LVL HDR l� I (2) 2"x4" POSTS (5) 2"x4" FLUSH BM. 1 iJ I STACKED BENEATH POST TO GL lTa j PROJECT: Im 2"x8" G.J. POSTS ABOVE FLUSH BM. 1 ; ® 16" 0.0. 5 z ; IVI Al(-IVI C D 0 IV E L L Olu F.J. ® I6 O.G. - 11-1/5 TJI 560' X " (2) 1.75"x11.875" G.P. 2.OE LVL � � � s RESIDENCE ry n 1 O U O �j ]IOUx> FLUSH BM w/ SIMP50N MIU ( G O O3 56/11 HANGER 0 FLUSH BM. - - w (3) 2"xlo" HDR -_ _ I p FAMILY ROOM z Q -- - � - u� J (3) 2"x6" POST . li OFFICE (3) 2"xb„ -- - STACKED -- ri -1 Ill O V TO BENEATH POST TO Im - - " �Im# FL s++ M. VALLEY ABOVE ryl, 400 PLEASANT PLACE (2) 2"xb" SOUTI�OLD, NY 11971 1-1 POST TO D O I >Q ROOF BM. ca (5) 2"xl0" HDR 3 2"xl0" HDR A-301 A 501 :. - - - - -- ___-- :.- — ---- -- DRAWING TITLE: In -- --- --- -- --- - ---- - ----- - - - A I A (2) 2"xb" (2) 2"x8" HDR (2) 2"x8" HDR (2) 2"xa" HDR (2) 2"xa" HDR (2) 2"xa" HDR ° ROOFT TO BM. PROPOSED STRUCTURAL PLAN x � I POST TO D } FLUSH BM. , 2"x8" G.J. ® 16" iv= V O D O O.G. w/ SIMP50N I - - COVERED ul n LU526 HANGERSLL n® PORCH p PAGE: NA 0 (2) 2"xl0" BM. - - (2) 2"xl0" BM. (2) 2"xlO" BM. - - (2) 2"xl0" BM. - - (2) 1.75"xq.5" G.P. ZOE LVL BM. _ � — -- — — — — e -- -- Uu DATE: 06/09/21 16 OF 19 C. FROFOSEC� FIRST FLOOR STRUCTURAL PLAN SCALE: 1/�4" = 1'-0" OE NERAL 5 I I " I50L ICE I � O _ EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT Lu ='N %�. ..•°. WOOD FRAME (L.G. STL. WHEN APPLICABLE) J r1 EXISTING TO REMAIN W � NEW FOUNDATION WALL Q NEW WOOD FRAME (L.G. Lu >_ STL. WHEN APPLIGABLE) � z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L..G. STL. � POST FOR 4" WALLS 0 WHEN APPLIGAELE) (MIN. (2) 2"xb" 5TRUGTURAL Lo POST FOR O b" WALLS), U.O.N. O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. STL. C- Ln (Y WHEN APPLIGABLE) - Z d' m O H � Z � Q Lu J J m Z 0*) (o e� � O QZri U- WC4 Lo m r-1 O Ln Lu m . i D U ul o Lu I H U 2 J (2) 2"x8" HDR ^-DECK BELON- r _,k.•3iMl �ry+� +�y\ m ___ _• . II "":yam �A,y. m IQ O� p x8" HDR (2) 2"x8" HDR z MASTER - � I HDR X m � I . - ----- ---- --------- --------- g r I� 51TTING ROOM IryN QI ( !; -- --- - ------- -- x tw�I I I ry J ry 1L =X D __ y P05T TO i j \+ FLUSH BM. O I -GREENHOUSE I !BELOW- 2"xl0" G.J. ® 12" O.G. - ® 120 O.G. (2) 2"xb" POST - SO w/ SIMP a F LUS28 3 i i I \P HANvERS FLUSH BM.S n p I (2) 2'xl0 x T z TO VALLEY I FLUSH BM. MASTER 1 iv Q' MASTER I i BATHROOM 5 cv O a BEDROOM I n 1 fA (2) 2"xb" �I I cV x POST TOVALL I FLUSHEBM® ( - Ull I IL 2"xl0" G.J. ® Ib" O.G. ry I w/51MP50N LU52& HANGERS ® FLUSH BM. - - - - - - - L --- - -- --- - 2 2"x8 (2) 2"x8" (2) 2"xb" —- -— DOOR HDR (3) 2"x'4" DOOR HD (:S) 2"xl0" HDR DOOR HDR (7YP. U.N.O.) POST TO 1 (TYP. U.N. .) (TYP. U.N.O.) ( I FLUSH BM.S N LAUNDRY �? �O 2 v0 I i II I n �? WALK-IN 9 �DEGK BELOW I _ �0 .s GL. N ® POST TO O cV (2) 2 xb tu[ v �� (5) 2"x4" P05T5 VALLEY Q O F v p z L STACKED BENEATH R R BEDROOM ry'3 POSTS TO RIDGES I x 2 a N ® GL. 0 GL. ry O ry 3 Cla I i2 I— I ® BATHROOM 4Lu I I I c0i II r > ---- A-QOI TO FLUSH BM T V - O p U I z d - ---t --,--,-- -- --I -ALL AY v �In = - O HALLWAY iv p BEDROOM 5 - - -- }-- - O xxz O O x L. I 1 O ry o � Q uzil0- I I x - x - � I I u - - - F- (V - - 2 4" O � I I I O2x POST TO ry ® L Q , VALLEY ABOVE 0 I I � FLUSH BM_ p,-. (2) 2"x4" P05T TO - p (2) 2 x4 a.)n PROJECT: GL. VALLEY ABOVE (3,� 2"x4" x� z GL. OJ CT. POST TO", - FLUSH BM. POST TO ZV IY_ = 1 FLUSH BM. N Q I /"'�Y-�/I C®0 N IV E L L I II RESIDENCE - ?. GL. 2"x8" G.T. 2'xl0' G.T. I -� 2"xl0" G.T. - ------ ---- - - -- --- ' � n ® Ib' O.G. � I I BEDROOM 3 Q BEDROOM 4 D �400 PLEASANT PLACE BATHROOM >� o L sT oSOUTHOLD, NY 11971LLEY A-501 A-501 R.R. (5) 2"xlo" HDR �, ry A -- - - --- TITLE I I DRAWING (2) 2 x8" HDR (2) 2"x8" HDR {2) 2"x8' HDR - \(2) 2"x8 HDR (2) 2 x8 P T TO (2) 2"xb" ' " " " " HDR POST TO POST To PROPOSED STRUCTURAL PLAN —-— —"— —- —- ROOF BM. ROOF BM. i D iu Cl I O D PAGE: p I K� e DATE: 06/09/21 17 OF 19 i RCFOSED SECOND FLOOR STRUOTURAL PLAN z SCALE: 1/4" = I'-O" .•\ate a` �E"tl �,'b- •�• OE I ERAL 5"­r��50L E*"-r : Q U _ EXISTING TO BE DE:MOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Lu W = N WHEN APPLICABLE) J r'1 EXISTING TO REMAIN W rl NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q }; W 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL O Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I— Lo R POST FOR 6" WALLS), U.O.N. m O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 5TL. C- Lfl = WHEN APPLICABLE) >_ d' m Z O Z � Q W J J 00 Z to r-I � O az -H U- w Lo IX r-1 h Lo W PROVIDE STEEL GUSSET ct PLATES AT APEX GONNEGTINO ALL HIPS D ~' TOGETHER. MIN. (6) �" LAO Ch O U W BOLT PER HIP RAFTER _ H PROVIDE NAILING B = .UJ STRAPPING PER PAGE -DECK BELOW 0-003 FROM R.R. b G.J. U J TO HDR/UPSET BM. BELOW D ❑I, 0 41 5:12PITCH 8.12PITCH _ _ _ „ I N/ — — — — — .. 2"xIo" R.R. 2"xl0" R.R. ��- - - - - - - - - - - - - - - - - �� P ® 12" O.G. I I ��\0 ,Q-� �/ice I _ -___-- � I I''I �`"�'•,.•, v 0 Q N. Cc> e,, D TYPICAL GRIGKET_ I I 6.12 PITCH 6.12 PITCH 2"x4" FRAMING ® I6" O.G.; ICE SHIELD LAPPED IS" 1114 ALL DIRECTIONS b FULLY FLASH L _ j I I ^-OREENHOUSE BELOW (DE51ON BY OTHERS) I (V ! I PROVIDE NAILING bQ60�� I I (2) 2"xb" POST +/ C� STRAPPING PER PAGE \ — - - - TO RIDGE ABOVE_, - - -- -_ - 0-003 FROM R.R. 4 G.J. I WINDOW HDR DRN I j III , TO HPSET BM. BELOW o ❑ TYPICAL CRICKET: 3+� o ' I I ❑!, \. O a161N ALLICE SHIELD LAPPED 5 " ! DIRECTIONS h FULLY FLASH � O S Oe � ��` _ .D 2"xl0" R.R. 2"xIO" R.R. X - / ® 5S O )UNDATIO ) '9 O- U F_'04 NOTE J,y\ a n ® -DECK BELOW- ® 161, O.G. 6 16" O.G. oi DL .. (5) 2"xl2" IRIDOE (3) 2"xl2" RIDGE RIDGE (3) 2"x4" _ — — — — — — — — — — — — — (5) i.TS"xQ.S" G.P. 2.OE LVL R.R. (3) 2"x4" POST IO RIDGES J PROVIDE FRAMING — — — — — — — — — — — — — POST TO �(3) 2"x4" POST RIDGE ABOVE (PROVIDE BLOCKING TO GROSS EXTENDING TO MAIN iS� BA^! RIDOE5 AS REO'D) GABLE RIDGE RIDGE ABOVE WALK-IN +� SIMPSON OL05ET WALL BELOW c* 0 H5L7V3.511X N v HSLOPED z �1 /?J �j II' V11, S �G`�� �` I TOP-FLANGE W O II Q ? Ody�L� HANGER L. I PROVIDE NAILING d - O� - 2"xl0" R.R. -- - -- - -- F \� Q !r� I tLL v ® I6" O.G. W --� G 005 FROM R.R. 8STRAPPIN& PER 0E 1,y1 + ��`�' ���GF<��'vi 2"xl0" RIDGE 2"xl0" RIDGE D O --I -----i -- - +--- -- —C.J. TO WALL BELOW (2) 2"x4"' w POST TO p p O w --- q�U la � I �� I I � j: RIDGE ' � � r��/ (V k � I i Q I i 11 2'xl0' R.R. 2 xl0" R.R. III � ® I6 Q.G. 016110.0. N (Y - ❑ TO RIDGE POST r � "�' �_ PROJECT: PROVIDE FRAMING ® uk x x EXTENDING TO R.R. d AY-I�C D®iV f�E L 2"xIo" R.R. 2"xl0" R.R. G.T. FROM HALLWAY 24 m ry ® 12" O.G. ® 12" O.G. WALL5 BELOW 2"xb" R.R. x - 0 51MPSON E� D E C E 0 w ® �0 HOLTV3.5IIX Q — — — = "` + SLOPED IX ry 'n I TOP-FLANGE r� — — — — — — — — — — mj HANGER -- -- -! -- - -- -- - - c LJ 4:12 PITCH ! cV 12:12 PITCH 12:12 PITCH 4.00 PLEASANT PLACE (3) I."i5"x9_5" G.P. 2.0E LVL R.R. - ! SOUTHOLD, NY 11971 5:12 PITCH 5:12 PITCH w 2"xl0" R.R. 2"xIo" R.R. A-301 A-301 O ® I6" O.G. ® I6" O.G. DRAWING TITLE: --l3) 2"xl2°_ROOF-BM._ -- ❑ 2"xb" R.R. ! ® 12" O.G. ® 12" O.G. x 0 2 x 0 R.R. (2) 2"x6" POST PROPOSED STRUCTURAL PLAN ® 16, O.G. - TO RIDGE ABOVE LJ I WINDOW HDR r� I � O D iu C1 � O pCp iV ® V - ,y+ �, D PAGE: tV � ul N ® N r r� r� r� r� r_ J LJ LJ LJ LJ LJ 0& > DATE: 06/09/21 18 OF 19 PROPOSED ROOF 57RUC.,7URAL PLAN SCALE: 1/4" = 1'-O" ,� 6 0- , Q U H � W = N J W e-I Q W >- cr- Z -j � Z —j H J 0 0 a- Ln cr d' m Z O z Q W J J 00 _z (b J � O V" Lu C4 in m %-I f` Ln ri _Qi1 0 uj F- U uj ~ U = J U J Q 1 4" FRESH AIR VENT u- L o I L THROUGH ROOF { y 3 1 Q Q �"` I Q i - - MASTER FULL I FULL j LAUNDRY 4 1 MASTER FULL FULL NOTE. BATHROOM 3 BATHROOM „ BATHROOM 5 2 __-r-T_-T-- _ 2 BATHROOM 5 LAUNDRY BATHROOM 4 BATHROOM 5 ALL PLUMBING WORK MASTER LAUNDRY ------ _-r-- 2 SHALL CONFORM TO K 51TTIN5 2 p r----- i---1--�-- `- i 1 I I I I 1 1 O Q4 LOCAL PLUMBING CODE ROOM 2 2 1 I 2 I I 12 211 rc�� Q4 1 LL 1 1 21 1 1 2I 1 j21��I� I �PROVIDE "ABESGO FP200 FR p I : I : I I Br I :�B p z 1 2" B .B 1 2 .B I .B B 2"1 Z I I I 3 I I 3 I I I I z FIREPLACE EXPANDING FOAM" (OR EQUAL) Q. 3 p I I 1 1 I I I 1 i I i O 1 13 1 J3 44Q4 v I I 1 �� v I I� O INSERT U 1 I I AT ALL PENETRATIONS IN FIRE v I LEGEND I iv I iv I :� SHOWERII W.G. \ I I - 1 " I FLOORS/CEILINGS. PRODUCT 31 IN 31 I— 3� W.G. m — -1 1- —I I TUB —1 — —I — I U_Nw�l m HOT WATER to ALL PLUMBING d I- I- W 2 I I I I- I- CONFORMS TO ASTM E 814, cv cv I tv tv �� ————— NOTE: I N x z pdQJ z 1 v T v pd�J z v v I G. �n 1 I — I 1 1 DRYER SF�OWER „ �• i TUB 1- W. I W G. „ SHOW1kR 4 q I I I 1 *I I� �' l I� �I I �I I I N cv cv cv cV � .^' ER l WASHER I� \ SUPPLY I 1 ASTM E 84, AND UL I T I - - WASHER 1 1 ---A — 1r-------------- � ------- m ry 2 2 2 - _-- ._.._..� J --� � L�------ ——— � GOLD WATER --- TO LOCAL OR I G.O. 3 3 I 3 .._. _ ._.._.._.._.._.. y._.._. _. .._.. —ply—.._ ._.._.._.._r�l_ _ _ —�y— - — — SUPPLY --- -- - ------- - --- - � - - --- I SHALL CONFORM I G.O. � FULL WETBAR KITCHEN i I PLUMBING GORE � ' I NOTE: I I PROVIDE "ASE500 FP200 FIR FUEL GA5 BATHROOM 2 ALL PLUMBING WORK 1 EXPANDING FOAM" (OR EQUAL) i SHALL CONFORM TO FULL I I AT ALL PENETRATIONS IN FIRE __T-- OUT SHOWER BATHROOM 2 WETBAR KITCHEN LAUNDRY PIPING PENETRATIONS: LOCAL PLUMBING CODE I RATED WALLS AND LAUNDRY I ---�---� _ I 1 2" LAUNDRY I I FLOORS/CEILINGS. PRODUCT 50REEN KITCHEN I. PROVIDE "ABESCO FF200 FIR 1 --- 2 I 1 I i I I CONF E MS TO AND 77-1 Eiq 14 O PORCH EXPANDING FOAM" (OR EQUAL) STM l 2 l 12 12 GLEAN OUT 1 I q4 AT ALL PENETRATIONS AT WALLS IL 1AND FLOORS/CEILINGS. LL 2.PRODUCT CONFORMS TO A5TM E F— 12" B I i I " K. 3 i �— I � �q4 1I I 3 i AS REO'D � I I N i 1 I N I I Q I ~ FIREPLACE a_ 1 1 5. 1 S R� �cV I I 1 I 5. I I 5 Q 1 &14, A5TM E 54, AND UL 14-1q w u I I PROVIDE F.A.I. u NI ICI �1 � I� 31 I _ 13 I LL INSERT kY 13 Q 13 31 IV RANGE ISHOWER 1- i 1-�" 1_ , i 2, SHOWER I I NI �� NI w m N1 µv NI Icv pry w' try I I m tt iv DW WASHER I - -� E I I --- -- — I 1 \1 Iry S�B . — — — l_WA3NER—\1 _ —. _ OU -I-6--- --- -- - -- - � - - G.O. i --- 3 I - 1 3 PROPOSED 1 ---- -- -- -- -- - - — G.O. 31 I 3 I 1 GA5 SUPPLY RECREATION FULL I 4�� i w III I I �I Iv 1 WATER SUPPLY I BATHROOM 1 --1 4" HOUSE RECREATION N 1 iv I I I 'N SYSTEM I I w ROOM MAIN DRAIN G.O., ROOM I I� 1 1 I� I I ! �- `)' . I 2 I I j 11 I I FULL 1 000 BURIED 0 �> _— `T I I I I I I I BATHROOM I ---- j rII�____—` 2"1 I „I I 1, —.._ I TO STREET Z I 2 1 1 2 4„ TO SEPTIC z I b4 it jv I b4 WATER MAIN ---PROPANE - I - ` y PROJECT: to I I I SYSTEM w ivl <v w o 2 N I S. B I 2 I I Q 4 I\ L I '_ _ N cA 3 � � I I 1 I' � � < I MAID MCDONNELL � I TUB 1 I � TUB m ' - - --- - --- -- ------- .-. ..---I I RESIDENCE - 2 3" I I S.P. i 4.00 PLEASANT PLACE FLUME3 1 N �' I SEER - DRAIN / NASTE / VENT FLUME3 1 NO RISER — SUFFL1' OAS RISER — SUFFL`r SOUTHOLD, NY 11971 SCALE: NT5 SCALE: NT5 50ALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM B PAGE: 0 DATE: 06/09/21 19 OF 19 r., BUILDING SECTION NOTES U Q � O � O NEW ROOFING NOTE (TfPJ: La CN I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 J 'r"I 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W OVER W 3.INSTALL 15 # BUILDING FELT (U.O.N.) OVER Q 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) w Z O Z 6.PROVIDE RIDGE VENT (AS REOV) J = }- -7. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REOV Lo 9. INSTALL ALL A5 PER MANU. SPEG.'s a) 0 TYPICAL ROOF 8 CEILING GON5TRUCTION: O d Ln � O • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL Z « m O PLYWD SEAMS) • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BR DOING ® CENTER OF SPAN,U.O.N.) W • MIN. OF R-21 SPRAY FOAM INSULATION;R-25 Z Q J BATT INSULATION 00 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): Z 0) (D O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) J T1 TA • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL X-i O PLYWD SEAMS) z >- 4 • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE < Z CV • 2" FOAM INSULATION W/ R-13 BATT INSULATION (R-77) • 5/8" GYPSUM BD. WALL FINISH LL W 0 Lo �_ Tq O NEW (TIT.):51PINO NOTE (T .): Lo I. INSTALL NEW CEDAR SHAKE SIDING 8 C) VERTICAL BOARD d BATTEN SIDING � O 2.15# BUILDING FELT PAPER(OR EQUAL) 3. INSTALL ALL AS PER MA'NU. SPEC.'S TOWER HEIGHT 4.PROVIDE ALL NEGESSAR,Y AZEK TRIM FOR ELEV. PROPER INSTALLATION _ 5. SIDING SHALL EXTEND TO TOP OF 2 W FOUNDATION WALL 5 NEW 4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES -12 � � f. P�SA W TYPICAL FLOOR C0N5TRU07I0N: _J O NEW FLOOR J0I5T AS NOTED ON PLAN • 5/4" GDX PLYWD T$5 SHEATHING (BLOGKIN6 ALL PLYWD SEAMS) ..,......... _ . • F.J. AS NOTED ON PLANS (® SPANS OVER 8' .......... _. 1 r.w.._.... ..._,._....,..,_...:•::•:::::::•.:.:. a,.. INSTALL "X" BRIDGING ® CENTER OF SPAN, .._.......... .hhF..KSr J ti U.O.N.) • PROVIDE R-50 BATT INSULATION WHEREit I BASEMENT WALL5 NOT INSULATED;FOAM MIN. ..i 3" AT RIM JOIST TOWER FLOOR 3 BASEMENT WALL FRAMING: I .....-_-....:...::ll',".:..... .....::.:.:.::::...:: .:W.:. :::.....; • 2"x4" P.T. STUD WALL I6" O.G. • R-13 BATT INSULATION YNV MOISTER BARRIER } • " GYPSUM WALL BOARD FINISHIt S it i m� I `• S . . .._.. MASTER .... .:..SITTING:.::~:.:. i { 5EGOND FLOOR (TOWER) ROOM ELEV. +26.6' - - -- _ F.J. AS PER PLAN I SECOND FLOOR ELEV. +24.6 ... NEW 2X5 DEL _ _ _ HEADER ABOVE , ! ALL WINDOWS 0 ' • O j '!i j i � � i I I I 1 f tE 2X6 ILL, = t' PLATE WINDOWS. _.........' .........._.......... .............. FIRST FLOOR... �::-..-' I , . I I FIRST FLOOR SCREEN ELEV. +I4.6' PORCH 1 ! I I I I Z F.J. AS PER PLAN Lu PITCH b� BASEMENT GRADE-- iu " AVERAGE GRADE GRAD , 1 ELEV. +q.2' ISTORAGE H Q I i ; II i II 5 PROJECT: 1 3 Oz BASEMENT FLOOR m ELEV. +5.6'---------- R/I AV IVY C D®fV IV E L L - RESIDENCE i 400 PLEASANT PLACE SEG710N E-E A-505 SOUTHOLD, NY 11971 SCALE: 1/4" = 1'-0" DRAWING TITLE: BUILDING SECTIONS PAGE: rml-30 0(o)" DATE: 06/28/21 12A OF 19 JUN 2 9 2021 ` c :.1 'o