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HomeMy WebLinkAbout47897-Z fFOO4 Town of Southold 2/4/2024 s P.O.Box 1179 53095 Main Rd oy p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44925 Date: 2/4/2024 THIS CERTIFIES that the building POOL HOUSE Location of Property: 2015 Gabriella Ct., Mattituck SCTM#: 473889 Sec/Block/Lot: 108.4-7.53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit,heretofore filed in this office dated 5/12/2022 pursuant to which Building Permit No. 47897 dated 6/2/2022 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: non-sleeping accessory pool house with outdoor shower and covered patio with outdoor barbecue area as applied for. The certificate is issued to DeMarco,Gerard&Theresa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47897 3/20/2023 PLUMBERS CERTIFICATION DATED 11/17/2023 and annarella c. th ri d ignature SUFFo�k TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 47897 Date: 6/2/2022 Permission is hereby granted to: DeMarco, Gerard 2015 Gabriella Ct Mattituck, NY 11952 To: construct accessory pool house as applied for. At premises located at: 2015 Gabriella Ct., Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.53 Pursuant to application dated 5/12/2022 and approved by the Building Inspector. To expire on 6/2/2023. Fees: ACCESSORY $344.00 If CO-ACCESSORY BUILDING $50.00 Total: $394.00 Building Inspector pF SO!/ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin6@-town.Southold.ny.us Southold,NY 11971-0959 '� Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gerard DeMarco Address: 2015 Gabriella Ct city:Mattituck st: NY zip: 11952 Building Permit#: 47897 Section: 108 Block: 4 Lot: 7.53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: CLOS - License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 27 CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: 20 Circuit Panel / 10 Used Notes: Pool House w/ Outdoor BBQ Inspector Signature: Date: March 20, 2023 S.Devlin-Cert Electrical Compliance Form OF S4UT'yo . Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O lyC,QU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ 0 l-11'I-0-2-3 Building Permit No._y 7 S 97 Z,D 1 s cvamrialo- Pa, Owner: _ ( 'g.cr ! e1}?Q.r'Co (Please print) Plumber: Zaaw-d 0M/1 a r, ,; f (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. luz ers Signature) Sworn to before me this 1 -7 day of k�'yewr , 20 7-3 � STATE iOFNEWYO~R`K Notary Public, f5t4,, County NOtARY PUBLIC j N t Qualified in Wnau County I Z SY ` C� % OtM1&052�8 i .: SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. �o • io �y�0UHI1� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALS-P [ #a6e,- -1 FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n v ;6� Y �✓ di/ WYL/ a &&CA r DATE 41MINSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 A(,�- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [0'-'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: exe-114 0-// AhA b� Gov '0 • �� i `t0 olocv e5 `� �i?�t i• G GS. G�h� � G�ir�.�� /moths DATE q- INSPECTOR ISOUTyO� Mcr # # 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: 'C�Gat� Oy, ol DATE INSPECTOR eo �OFSOUIy�# TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA S: uAt awl lv ' 1 f DATE INSPECTOR so 2-0 49 C4 # # TOIN OF SOUTHOLD BUILDING DEPT. °ycouff 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) v ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Sate e V-eAA(*,*7/ 49EIA hoa4el koo" �1�—sue✓ / 1A �/ 1/'1 n • DATE ZO Z77 INSPECTOR `` OE SOUTyO� -- - # TOWN OF SOUTHOLD BUILDING DEPT. �ycnurm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] PSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL iv #me— FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] . PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR I� ��o��OF SOUTh°lo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I UL 9t4;1&1 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: nc, �ri�Awic �a✓ � �c/w►,(D� DATE iowY INSPECTOR Mar 21 , 2023 2 )15 Gabri attituck NY 11952 United States r ft ..rC' f 4 1 j r. ML tw ,a - ?� s � 1 jami ". a • States i i U ) d States x t� United • T- nt Cu�stc�rtt t.aghting of Suffolk fi31-298-45$8 CLOSSi7�gmail.cor� • 20't 5 Gabriella Oauri Mattituck, Hew York t�r�;_- � Sl}S PANluLSC�`'�-'L'�� i Well Pump Pooi Pane! 4 3 _ — 5' Panel_GFI BBQ C3utlets i _ 8 a 7', putide Outlets 12 11 PQoI House Lights ,-- _ — 1a 113 KID 19 MI P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build November 17, 2023 0 I Town of Southold P.O. Box 1179 Southold NY 11971 RE: DeMarco 2015 Gabriella Court Mattituck, NY, 11952 To Whom it May Concern, Based on my inspection at 2015 Gabriella Court(Pool House— Permit#47897), the framing, strapping, foundation and plumbing were all completed and installed per NYS Building Code. Please contact our office if you have questions. i Thank you, Anthony Portillo, RA, LEED AP = T OF NG Page 1 of 1 • . • . COMMENTS FOUNDATION(IST) � r FOUNDATION(2ND) 1 I i i • , ROUGH a gym Kim INSULATION PER N.Y. STATE ENERGY CODEADDITIONAL COMMEIfts 1 C Cl U 10 IF. r;r ut. :. 11 �"� 10� ]' .ME C • � vc.:s, s a' � 1 - �''fSSUFFotK�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT ® ECEPWE For Office Use Only �Q MAY 1 r� 2��� PERMIT NO. Building Inspector: BUILDING DEPT TOWN OF SOUTHOLD Ap"pl,ications`and forms must be filled'out in their.entirety.incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:05/06/2022 ,OWNER(S)'OF PROPERTY: Name:Theresa DeMarco SCTM #1000-108-4-755 Project Address:2015 Gabriella Court Mattituck NY Phone#:516-697-4835 _._._. ... T__.__ __ .._____..- . Email:jjimmy_.hanley@macegroup.com Mailing Address:2015 Gabriella Court Mattituck NY hC% CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:1"0200 Main„Road 1.Unit 3A Mattituck NY i 15� m......_............ _. ..... ..__".__.._._ _. ...._._....,.,__.._.. _.._..__. Phone#:631-603-9093 Email:msarabia@amparchitectcom DESIGN PROFESSIONAL INFORMATION: Name:Anthony„Portillo AMP Architecture Mailing Address:10200 Main Road Unit 3A Mattituck NY 11CJ,5 Phone#:631-603-9093 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION:' Name. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 0 Other Pool House $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 4TIO Existing use of property: Intended use of properly: 17fW I Zone or use district in which premises is situated: Are there any covenan��and restrictions with respect to this property? E]Yesq o IF YES, PROVIDE A COPY, k)c>v-,- LOIN N fIter'Rea ing*Chapter,23&6f-the Towri Code"APPLICATION IS HEREBY.MADErtb'the Bijildin Depar tment the�issuance,Oia;Building Permit pursuant to the'Building,Zone Xbrk a,n ot'er ap;ili6ble Lai�vs,2 ordinanees or Regulations;Ordinance'of To to�rit�"-Nev ns alterationi 6rjdrrdmolaJ.ordem�lition'as herein described: ibed-'T-heapplicant agreis tp;conp y with all.apphcable laws,o'rdinances,'buddmgcode, 'housing codeandyejtlations:andtq.Od (a4tho Zq oiio �6n�ii,6'�ild!6i(s)!f�inecessarvins3eCtt'ons.Fals e are-. �-Oupioaolp&O,Class A ti6 nt .i 6' misdemeanorpqrs kml� sayobo( Application Submitt nt na P ;oAuthorized Agent ElOwner Signatu re of App I ant: -D I ate: 2,2- STATE OF NEW YORK) S COUNTY OF SI;X—j - WC1 aLab)a - being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (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 therewith. Sworn before me this M day of A 20 67-- Notary Publit- LINDA S. CARLSON l, PROPER` W A Y ONER U Notary Public, State of New Yor L THORIZATION No. 01 CA6137178 j �( ;k� (Where the applicant is not the owner) Cc Qualified in Suffolk County Commission Expires Nov. 14, 20 I, (-'I,D R-0'_r -DZ LA_.Ova residing at_'Za cs OQ-q6r-,4 0, 0 e)L)r 4— do hereby authorize AMP ARCHITECTURE to apply on my beha o the T n of thold Building Department for approval as-described herein. 01 IL Owner's Signature Date erq s� 1(f-m q'r Print Owner's Name 2 rou�6, ; `` BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD :. Town Hall Annex-54375 Main Road - PO Box 1179 » * Southold, New York 11971-0959 Telephone (631)765-1802 - FAX(631) 765-9502 :. . rogerrCa)southoldtownn�aov seandO)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: II 4ip� Company Name: Custom Liqhtinq of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec.email: CLOS5170(Mmmail.com Elec. Phone No: 631-298-4588 0 I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Matt W& NY 11952 JOB SITE INFORMATION (All Information Required) Name: &-sad Address: 1 ' C ' Cross Street: Phone No.: BIdg.Permit#: 2A�'� 4-79q email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ejeCif 16 Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO rXRough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑l Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect[]underground❑Overhead #Underground Laterals M 1 n2 F1 H Frame M Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION 12 22- 4�b;& IDS --�e-r-- * t 0-5 lq dos �� 4-7 N-- k` : .... BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD . : Town Hall Annex-54375 Main Road - PO Box 1179 s:. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 ' . . rogerr(@-southoldtownny.gov- seandO-)southoldtownny.nov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: II Z1,0') Company Name: Custom Liqhtinq of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: CLOS5170(ftmail.com Elec. Phone No: 631-298-4588 [D I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 1,1952 JOB SITE INFORMATION (All Information Required) Name: e=d �\�a� I�D Address: 1 c->- Cross Street: `• Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): QMO C'1C('( '- 0\S1f-j vj S, C)04 - ��J n 7-1bd 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 FJ2 F1 H Frame F1 Pole Work done on Service? El Y N Additional Information: PAYMENT DUE WITH APPLICATION i 2k �(2-z— '- Z'P-0-- Lf-7 �Q PERMIT # Address: Switches Outlets GFI's�/ Surface 1� Sconces ` HH'sIm r �f 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 IT G f a� SITE PLAN HATCH KEY: Af&E . ENT PROPOSED BUILDING ADDITION A PROPOSED ACCESSORY STRUCTURE Ld W ® PROPOSED 2ND STORY J JU D E A , Yt L k� J) N o SITE LAYOUT NOTES: LJ� 1Lo I. THi5 15 AN ARCHITECT'S 51TE PLAN d 15 w SUBJECT TO VERIFICATION BY A LICENSED — -pr- O SURVEYOR. THE INFORMATION d- a. �� z N RE�'RESENTED ON THIS 51TE PLAN IS TOT E ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED >, FROM A SURVEY DATED JANUARY 20, 2022 AND PREPARED BY: PEGONIG SURVEYORS EL°� � '�`' 'f° i a C. a• I C .. 50UTHOLD�NY IIQ71 — — — — — — — — — — — — a fi . r a3. f" .� ' ` .• �' .— PO BOX N38°31'S0"W 150b2 C-7-OO � .00 PROJECT LOCATION & SCOPE . •a., '" . x y..: .. o SITE PLAN & ZONING DATA GENERAL NOTES . °" ENERGY TABLE STRUCTURAL DESIGN CHARTS - a b.�„ :� ,y; .$ --•K,r ' . a'r�°",' .! C-7-OO�J.00 HOLDOWN, ANCHOR BOLT, .t -� STRAPPING, & NAILING DETAILS FASTENING SCHEDULE r , A! C�-OO�.00 FRAMING GRAPHICS BEAM CONNECTION PATTERNS ' "" _. FIREBLOCKING DETAILS r ZEXISTING BA5KETBALL I — ( � .O0 PROPOSED LAYOUTS ! R COURT • '�" ' �� % ` .gib - PROPOSED ELEVATIONS g �, .� ;� d PROPOSED BUILDING SECTION LO�iT I ON Mj= I PROPOSED CONSTRUCTION DETAILS SCALE: NTS I /PROPOSED BLUESTONE PATIO <a" FROM GRADE PROPOSED PROFOSED FOOL HOUSE 4 COVERED PA710 j ( OUTDOOR i SHOWER a m PROPOSED ( z I NSROUND \PROPOSED POOL FILED R0 T D A I A POOL N UNDER O HOUSE SEPARATE APPLICATION I vi PROJECT / ZONING DATA z \\\\ TAX MAP # 1000-108-4-7.53 c=i PROP. I "J COVERED ZONING DISTRICT EA�ON—CONFORMINO z ���S, LOT AREA 0A ACRES O DWELLING Cofo #Z-25188; 8/5/IQQ7 L N I OPEN PERMIT FOR MAIN #45555 TO EXPIRE O6/ov22 DWELLING M N INSROUND POOL PERMIT PENDING Lu o ° I LOT COVERAGE PROJECT: Ld EXI5TIN5 DECK W/ LOT COVERED PORTION DESCRIPTION (FOOTPRINT) AREA GOVERASE DEMARCO Q — ------ I TOTAL LOT AREA 40,006.0 S.F. POOL HOUSE EX15TINO DWELLING 2,e115"o S.F. 7.39b N EXISTING REAR DECK W/ 705.0 S.F. 1.89b I COVERED PORTION 2015 GABRIELLA COURT PROPOSED POOL 880.0 S.F. 2.290 EXISTING 2 STORY MATTITUCK, N.Y. 11952 DWELLING W/ ATTACHED 2 PROPOSED POOL HOUSE 550.0 S.F. OA90 GAR GARAGE; FF = 2.5' PROPOSED COVERED PATIO 260.0 S.F. 0.6% DRAWING TITLE: I TOTAL AREA OF ALL STRUCTURES 5110.0 S.F. 12.5% 'MAXIMUM LOT GOVERASE ALLOWED - 2090 PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA I ACCESSORY STRUCTURE REQUIREMENTS j I POOL HOUSE PROPOSED COMPLIES I PAGE: MINIMUM SIDE YARD 15.01 15.0' YES EX15TINO DRIVEWAY MINIMUM REAR YARD 15.0' 10'1.8' YES G-00LOO I MAXIMUM HEIGHT 22.0' 17.2' YES MAX. DORMER 90 OF j 5090 5590 YES ENTIRE ROOF WIDTH DATE: 09/18/23 1 OF 6 I w I � EL=41' _ a;;.. R=I,gO'1.4q' lJ E IR I E L L A � O U F- T �F r ! 1 �3 L=67.16' mil'` ���710 01: S 1 TE FLAN SCALE: I" = IS'-O" O E N E RA�� FLOOR PLAN NOTES WINDOWS TO BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. H.O. I I I DOOR NOTE: TO PROVIDE WINDOW "A";FINISHES TO MATCH WINDOWS a MAIN DWELLING Q O NEW PARTIAL HEIGHT I. INSTALL NEW EXTERIOR DOORS BY 'ANDERSEN' **SEE DOOR 50HEDULE FOR ALL 5LA55 DOORS FROM SAME MANUFACTURER** _ EXISTING TO BE DEMOLISHED 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 0 WOOD FRAME (L.G. STL. 5.INSTALL AS PER MANU SPEC.'S WINDOW CHART W �--� WHEN APPLICABLE) 4.PROVIDE (2) 2"x5" HDR., U.O.N. _ W r EXISTING TO REMAIN 5. SEE PAGE 57-005 FOR ALL OTHER FRAMING EGRESS _1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. ROUGH OPENING WINDOW DIMENSION CLEAR I'7 STL. WHEN APPLICABLE) TAG TYPE MODEL # OFEWIDTH REC�NDN 20" TEMPERED Q +� SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT WIDTH HEIGHT WIDTH HEIGHT HEIGHT O'V: 54" �C N NEW I-HR FIRE RATED ® MIN. (2) Vx4" STRUCTURAL �I SMOKE / CARBON MONOXIDE COMBINATION DETECTOR OPEN READ: 5."1 S.F. L Q WHEN APPLICABLE) HARD WIRED TO EACH OTHER W/BATTERY BACKUP. „ „ Q (Q POST FOR 4 WALLS WOOD FRAME (L.G. STL. 2.INSTALL ALL AS PER MANU. SPEC.'S A DOUBLE-HUNG TW2636 2-8 3-8 1E2-7 3-8 O ..T- e- (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR = Q IN COMPLIANCE WITH LOCAL CODE FB (5) TRANSOM TWT301-1 3'-2 NEW 2-HR FIRE RATED }- WOOD FRAME (L.G. STL. - ------- - O C Z WHEN APPLICABLE) O WINDOW NOTE: `- I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN U N CASEMENT,DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR DOOR 5GHEDULE FOUNDATION PLAN NOTESSUBSTITUTIONS, SEE NOTE #41 IN " LA55 AND DOORS" ON PAGE 6 002 IF GA5 MENTTO L WINDOWS - ALL CSMNT WDWS SHALL HAVE DOOR MATERIAL ++ (V +' P. GONG. MONOLITHIC SLAB: STRAIGHT ARM HINGE WHEN ----- Q � � Q O • 2"xb" P.T. SILL PLATES W/COPPER TERMITE SHIELD 4 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE TAG DESCRIPTION MANUFACTURER p Ul ^ ` SILL SEAL TILT WASH to W • ANCHOR BOLTS AS PER PAGE 6-OOi3 5.ALL 6LAZIN6 WITHIN la" OF FF TO BE TEMP. &L. WIDTH HEIGHT J • 4" THK. REINF. P. GONG. SLAB W/bxb-IOxIO W.W.M. 4.SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND J BETWEEN CENTER d UPPER � OF SLAB WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A - UPON 6 MIL VAPOR RETARDER MINIMUM (2) 2"Xa" HEADER U.O.N. - UPON 4" THK. GRAVEL BASE FIRST FLOOR - UPON GLEAN COMPACTED FILL EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING • B.O.BEAFOOTIN6rl O (MIN) BELOW EGRADETIN6 A5 PER DET. CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF _ �� l�Eo • PROVIDE I" THK. RIGID INSULATION AS REC'D PER DET. 101 SLIDING ANDERSEN q 'I-O (� EGRESS SHALL BE FOLLOWED:HOLDON71 NET CLEAR OPENINO........... 5.'1 S.F. 102 SLIDING ANDERSEN 41'-111 '1'-O" �I !� U ❑ NET CLEAR M —A O2 HOLDOWNND' AS PER PAGE 6-005 NET CLEAR WI�H................. 20" MIINIIMUM n l m W W O NEW TILE FLOOR: „+J O FOUND 4 POSTS FOR OUTDOOR SHOWER: I. NEw TILE FIN15H (H.O. TO SELECT) UPON WV. P.T. P05T 3 P. GONG. 14" x 14" X 10" PAD FOOTING 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON • — 5.NEW CONCRETE SLAB ONEW ATTIC, ACCESS - PULL DOWN STAIR: I. MIN. 550 # CAPACITY U 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. E 22"x30") 5.DBL. FRAMING WHEN NEW OPENING 4.INSTALL AS PER MANU. SPEC.'s 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS Q • — cn n NATURAL LIGHT 4 VENTILATION FLOOR 550 S.F. PROPOSED OUTDOOR AREA SHOWER (OPEN TO ABOVE);4X4 PT POST % REQ. S.F. PROV. W/CEMENT SIDING LIGHT GLADDER SURROUND REQ'D 25.0 S.F. 12'1.5 S.F. VENT 14.0 S.F. '15.0 S.F. REO'D N ry A (TYPJ 0 L©J I r- /1 l-o �II�- � J=A��oi �D =� 2 SINGLE POST TO RIDGE cV (V II II W 10:12 I N U : IATTIO NEW 2"xa" R.R./ SPACE I ® 16" O.G. a AREA OF FLAT U � I II I I Z GEILIN6 ( I }� •' •o A , Q \ �x�Q � ® ABOVE K � k Q I I MEN 2 x8 R.R. Q i I DBL. Q G.J. — � I ® I6" O.G. _ V II II J 4 DEL POST TO RIDGE TRP POST TO DORMER Z PROVIDE 4" POURED GONG. — c�P L M HE'°DRE € ( I I I 2 V SLAB W/bxb-IOxIOW.W.M. P E O — — — — — — - - — — — — — - -I - o A-2oi BETWEEN CENTER t UPPER HOUSE N — — — — — — — — — —1 d OF SLAB SECURED IN I _ 350 S.F. g I I — — FRAME I U N PLACE: DURIN6 POUR; Olu PROVIDE b MIL POLY ON 4" ' (2) NON-STRUCTURAL GT ( I I WALL UP 6RAVE:L BASE BELOW cOV SPACE EVENLY IN SPACE in I I Q I I `i SLAB I-I CLEAR CEDAR (CLEAR STAIN) x I-I I a I d I M ,A-201 f< A-201 IN6ROUND POOL I'I 3 I-I I I Q I 1 I I w pip I-I 1-1 - I-I I I w I II-I A-201 I A-201 CATHEDRAL ABOVE m ( 102 FILED A-201 A-201 A_201 I I O I A-201 H WHITE V-GROOVE BLUESTONE APPLICATION I O I N I I Q GEILIN6 PATIO ® GRADE w ~ I I 4:12 OPEN TO I N 16� I I m PROJECT: BELOW 2 x I I P • SM/GO - DEMARCO (5) . � 1.'5 x95 2.OE GP I � I �LAM HEADER POOL HOUSE_ _ _ DEL POST TO RIDGE TRP POST TO DORMER I I FRAME WALL UP . 1oIw mi L- - - - - - - - - -I - - - -� — J • I II - - - - - - - - - - - - - - J 2015GABRIELLACOURT MATTITUCK, N.Y. 11952 kAZEK SLATTED WALL Qi H w `� I (WHITE) ( w N IY OL NEW 2 xa R.R. " DRAWING TITLE: W PROPOSED a COVERED PATIO J TRP POST TO RIDGE�,l 260 S.F. Q I PROPOSED LAYOUTS !� _(1) 2" X 10" ;WRAP WLEAR CEDAR(CLEAR STAIN)_ _J IY DEL POST TO RIDGE w I— " WRAP W/ Ixt CLEAR CEDAR (CLEAR STAIN) �� w wv (I) 2 XIO w � V IQ 10:1� � Nw ryw I x x ( I x x CATHEDRAL ABOVE r, PAGE: -� CLEAR CEDAR m V-GROOVE m �® �. NEW 2"x5" R.R. 00 (1) 2" X 10" (1) 2" X 10" ® 16" O.G. Ib" X I6" X 12" P. CONC. _ _ _ _ DEL POST TO RIDGE DATE: 09/18/23 5 OF 6 f PAD FOOTING � —3 (3) I.-15"xQ.S" 2.OE GP LAM HEADER;WRAP ❑� a-201 __. _ �L�_G�ED7 (�GLEAR,S?�AI ❑ ❑ 6"xb" PT POST 6"xb" PT POST WRAPPED W/ Ix CLEAR WRAPPED W/ Ix CLEAR CEDAR (STAIN CLEAR) CEDAR (STAIN CLEAR) F OPOSE17 FOUNDATION PLAN FR01=O5EI7 FLOOR PLAN FROP05E 7 OE I L I NO FLAN FRCF05E1) ROOF PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" 1pED ..�, ELEVATION NOTES BUILDING SECTION NOTES OTYPICAL ROOFING: NEW ROOFING NOTE(TYPJ: Q O I. SEE NOTE AT BUILDING SECTION FOR: MINIMUM O I. INSTALL NEW ROOFING (SEE NOTES ® ELEVATIONS) UPON Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP LL 24" FROM INSIDE FATE OF STUD WALL AND AT VALLEYS TO Li BEFORE INSTALLATION OVER J 0 5.INSTALL 15 # BUILDIN5 FELT (U.O.N) OVER PROPOSED RIDGE HEIGHT IA METAL (ALUMINUM) ROOFING; H.O. TO SELECT FINISH - 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) "-----"-----"---"---"---"---"— - - - ELEV. +17.2' - 1--- - � 5. GAP SHINGLE OVER ¢ID6E d HIPS (AS REO'D) Q ♦+ b.PROVIDE RIDGE VENT (AS REQD) 1. FLASH ALL VALLEYS 12 N --- ---- ------------- ------ ARCHITECTURAL 50 YR. ASPHALT SHINGLES; i -- - —- - ---- - �— - _ — - 5.INSTALL DRIP EDGE AS REQ'D IB COLOR TO MATCH MAIN DWELLING - - — -- --- -- - ._ _ - cf. INSTALL ALL AS PER MANU. SPEC.'s 12 4 �w T-a) T- PROVIDE CONGEALED FLA5HIN6 AT ALL ROOF - -- ~-= - _ - - ________--_-_- - _—_ -_ _ — I O2 I INTERFACES. ---- - ---- -- - __�— -- - O TM -------- L=-s�_��--° --_-�_-�-_---=--:----=-=T-- - - - - � _ NE ROOI°N6FA5 NOTED CONSTRUCTION: 0 PROPOSED TOP PLA _ _ W �� - o 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL ELEV. 12.q' O C Z WD SEAMS) ._ r- TYPICAL SIDING: —-- _ -- S a-®-- --°---.--_-= ---�"--"''�.-'-.�`- � R.R., G.J., # G.T. A5 NOTED ON PLANS (® SPANS 6 � _y N I. SEE NOTE AT BUILDING SECTION FOR: MINIMUM — - -- • OR T x BRIDGING ® CENTER OF CONSTRUCTION STANDARDS SPAN C Ct� U.O.N) 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION i q INSULATION D 0 ++ BEFORE INSTALLATION - - -- - -- - ---- -- - N PROPOSE TOP PLATE ---___- - � ,-"- - -' '� •• R-4q BATT INSULATION 3. PROVIDE CLAPBOARD SIDING TO MATCH MAIN DWELLING - CATION ® FLAT CEILING —"—"—"--- -C � '}' R-4q SPRAY INSULATION ® CATHEDRAL ELEV. +q.5' ++ N ++ •• CEILING NEW SEAMLESS GUTTERS $ DOWN5FOUTS; COLOR t -- C O v G4 ----- — — O MATERIAL TO MATCH MAIN DWELLING TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: W TYPICAL 5/4"x55' 'AZEK' (OR EW: 0 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® 4 � OI. PROVIDE AT ALL WINDOW $ DOOR TRIMS 2. PROVIDE AT ALL SOFFITS 8 &ABLE ENDS ALL P SEAMS) 5. PROVIDE AT ALL BUILDING CORNERS O • 2"xb"MIN. R-21 BATT IN STUDS O.G. w/DBL. TOP PLATE Q A INSULATION � O ° — STRUCTURAL COLUMNS, HEADERS �t COLLAR TIES • 5/8" &YP5UM BD.WALL FINISH 4 TO HAVE NATURAL WOOD FINISH ONEW SIDING NOTE (TYPJ: PROPOSED FIRST FINISHED�LOO� r l 4 ELEV. +0.5' `J I. INSTALL NEW SIDING (SEE NOTES ® ELEVATIONS) UPON 2."TYVEK" HOUSE WRAP (OR EQUAL) ` 5 - n 1 m 5.INSTALL ALL AS PER MANU. SPEC.'s -- m I BLUEST SEE W UPON t i i 4.PROVIDE ALL NECESSARY TRIM FOR PROPER BASELINE t �2 SAND BASE INSTALLATION ELEV. +O.O' - - /// 4-J SOUTH ELEVAT I ON (FAO I NO PROPERTY' L I NE) 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL - 4" COMPACTED • — SCALE: 1/4" = I'-O" O NEW TILE FLOOR: PROP. MONOLITHIC SLAB-_--�� A66RE&ATE I. NEW TILE FINISH (H.O.TO SELECT) UPON ELEV -I 5' 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON -14 r 1 5.NEW CONCRETE SLAB V O PROVIDE 5" 5HIPLAP INTERIOR WALL FINISH SECTION I —I/A-20 I SCALE: 1/4" = P-O" n�l W Q 2 2"x6" FRAMED WALL 4" P. GONG. SLAB _ - -- - 6"xb"-IOxIO W.W.M. BETWEEN CENTER d UPPER -_ - 2x6" 51 �-------_— SILL PLATE - - --- - ------- --- - -- �,.� � OF SLAB SECURED IN Q -- - - _ -- -- ---- --- PLACE DURING POUR to—- — TERMITE SHIELD W °� a � TYP. ROOFING (SEE � 3 GRADE aLi a O SECTION NOTES) w 5 a TYP. ROOF CONSTRUCTION Z (2) #4 HOR. GONT. ° a 4" GRAVEL BASE UPON (SEE SECTION NOTES) Q p REBAR TOP d GLEAN COMPACT FILL BOTTOM (4 TOTAL) 4 'S1MP5ON' H2.5A �5 PAR N Q �k da • _ 6 MIL VAPOR RETARDER RAFTER TIE 1'LR zir Imo` HOT DIPPED 6ALVANTIZED L) ANCHOR BOLTS ® 59" O.G. # MIN. Q 12" FROM CORNERS;EPDXY PIN V N f PROVIDE I" TI.K. INTO GONG. SLAB w/MIN. 7" RI61D INSULATION I'-O" EMBEDMENT. 1 cr r•i F.F. I MONOLITHIC SLAS I7ETA I L FASCIA BOARD N NORTH ELEVATION (FAO I NO POOL) A-201.00 SCALE: I„ _ I,_O„ a SEAM AS PER PLAN SCALE: 1/4" = P-O" PROJECT: "SIMPSON" P064 (FOR 5 PLY BM) "SIMPSON" 5052-2/4 D E M A R C O (FOR .2 PLY BM) POOL HOUSE 2015 GABRIELLA COURT MATTITUCK, N.Y. 11952 P.T. POST A5 PER PLAN DRAWING TITLE: PROPOSED ELEVATIONS FJAMES HARDIE I"X4" 4"x4" P.T. POST PROPOSED SECTION \ CEMENT TRIM (WHITE) PROPOSED CONST. DETAILS "SIMPSON" ABA44 "SIMPSON" \ 8"® COLUTHMN BASE BLUESTONE POST AVERS a 5HOWER POST SIZE PER K. P. PAGE: \ i i= � GONG. WALL (V FLOOR AlL FINISHED GRADE ®0 �. #5 BENT REBAR I I IB"xl8"x36" D P. GONG. A-2010 4 i ® 56" O.G. II FT6. (MIN. 4,000 PSI) Q a GRADE J 8" 7HK. P. GONG. WALL z (I) #4 REBAR I; - a a DATE: 09/18/23 6 OF 6 z_ CONT. ® BOTTOM II (5) #5 HOR. REBAR • - LL 1" r F , F.F. 2 OU77)OO ' 5HONER I7ETA I L OYERHANO I�ETA I L �`� W'.N`5 � EAST ELE\/ATI ON (FAO I NO MOUSE) NEST ELEVATION (FAO I NO REAR )00'A,RI7 _ � A-201.00 SCALE: 5/4" - I'-o" _ (( _ A-201.00 SCALE: 5/4" I'-O" t r' L' SCALE: I/4" = I'-O" SCALE: 1/4" = P-O" ��a SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION a a ® PROPOSED ACCESSORY STRUCTURE Q PROPOSED 2ND STORY W 11 P-- BUILDINGC>3�51TE LAYOUT NOTES:I. THIS I5 AN ARGHITEGT'5 SITE PLAN 4 15 •�SUBJECT TO VERIFICATION BY A LICENSEDO -66O SURVEYOR. THE INFORMATION REPRESENTED ON TH15 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDOE. 0Za zo 2. SURVEY INFORMATION WAS OBTAINEDFROM A SURVEY DATED JANUARY 20, � N2022 AND PREPARED BY:PEGONIGSURVEYORS EL 40 F A 0 E <E . ` ',ry `PO BOX qOq10SOUTHOLD, NY IIg71 - - - __ - - l,n � :PROJECT LOCATION &SCOPEJi A '.�,' e•`� .e� y a; .,:�;. *, ... „� s','_+,r,e, '� n*,.,w 4 'SITE PLAN & ZONING DATA A6 4 J. P"�"GENERAL NOTESENERGYTABLEAPP AS N TEDSTRUCTURAL DESIGN CHARTS :DA E: B.P.# � ti, a6sFEE: PY: HOEDOWN ANCHOR BOLT pm ',,. a :�.OTIFY BUILDINt :7E°•ARTMENT ,�,d„ ,765-1802 AT STRAPPING, & NAILING DETAILS >`:o :`g ��8 AM Tu 4 r M FOR THE -�—JFOLLOWING IN FASTENING SCHEDULE SPELT' S:1. FOUNDATION - T;nJG REQUIREDFOR POURED yn r Ec : RET . FRAMING GRAPHICS2. UGH - FRAM G & PLUMBI 3. IN IONBEAM CONNECTION PATTERNS `SULAT 4. FINA - c-�; �r. . ems. ,, L CON. 0 „Yfi ;L JC N MUST FIREBLOCKING DETAILS ' °° n ' '' h°�BE COMPLETE FOR O. � �° a s �l,. EXISTINGPROPOSED LAYOUTSs ALL CONSTRUCTION ;,-TALL MEET THE �— I � I -�® hy, _ k ^;�4 r BASKETBALREQUIREMENTS OF THE:GOD OF NEW COURT n �'YORK STATE. NOT RE,�PONSIBL W E FOR DESIGN OR CONSTRUCTION ERRO �+RS. !PROPOSED ELEVATIONS ITH ALL CODES OF COMPLY W NEW YORK STATE L TOWN GORES PROPOSED BUILDING SECTION L_OCATION MAP AS REQUIRED AND CONDITIONS OF ' PROPOSED CONSTRUCTION DETAILS SCALE: NTSSQL:! ,-,7 , r I I NG BOARD HOLD TQ NW TAUS 1 EESBLUESTONE PATIO <8" FROM ORAD17' PROPOSED FROFOSED FOOL HOUSE 6, COVERED FATIO OUTDOOR OCCUPA�!CYOR USE IS UNLAWFULPROPOSEr� +WITHOUT C'ERTIFICATL o DATA : p �/ POOL FILEt.'OF OCCUPAI�C 1 I POOL �y UNDER HOUSE SEPARATE APPLICATION c� \RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236TAX MAP # 1000-108-4-7.53 OF THE TOWN CODE. COVEREDPATIOZONING DISTRICT AG NON-CONFORMINGLOT AREA OA AGRE5DWELLING GofO #Z-25155; 5/5/lag7 Y OPEN PERMIT FOR MAIN w EI_�CTF3i � #45555 TO EXPIRE O6/OCl/22 WSPE+C,TION REQUIRED w INGROUND POOL PERMIT PENDING<:.. :' 1._. .: \. \\ ate. \.. .\ � �\\,\ . .. 0\ .. PROJECT: Tt�USS PLPCAF3l�:°�G rl~4'�11E��D w EXfSTiNG DECK W/ Y LOT COVERED PORTIONDESCRIPTION (FOOTPRINT) AREA COVERAGEDEMARCO TOTAL LOT AREA 40,006.0 S.F. POOL HOUSE DO NOT PROCEED WITH I EXISTING DWELLING 2,g15.0 S.F. 7.3yoF FOU11`dG"UNTIkSURVEY, IEXISTING REAR DECK W/ 705.o s.F. I.bY OFFOUNDATION LOCATION NCOVERED PORTION HAS Bf:ciJ APPROVED. PROPOSED POOL 550.0 S.F. 22Y 2015 GABRIELLA COURT EXISTING 2 STORY MATTITUCK, N.Y. 11952 Z DWELLING W/ ATTACHED 2 I PROPOSED POOL HOUSE 350.0 S.F. OA%ill exterior lighting GAR GARAGE;Installed,replaced or FF 2.5'I O O D GO D P T O 260.0 S.F. O.6Yrepaired shall conform DRAWING TITLE: TOTAL AREA OF ALLSTRUCTURES 5110.0 S.F. 12.8Yto Chapter 172 Iof the Ta�wn Code **MAXIMUN LOT GOVERAC�E ALLOWED — 20Y PROJECT LOCATION &SCOPE SITE PLA & DATA N ZONI NG60 IL wo :,. ,:+t"" d dUCtv`�C -� POOL HOUSE PROPOSED COMPLIES eslyin re.quir� . PAGE: MINIMUM SIDE YARD 15.0' 15.0' YESEXISTING DRIVEWAY MINIMUM REAR YARD 15.0' I 107.8' YES ®® ���ll���3 ' d� l�lanllal5 ( MAXIMUM HEIGHT 22.0' 17.2' YESMAX. DORMER Y OFD, J and S rs er ENTIRE ROOF WIDTH SOY 35Y YESp I i DATE: 05/06/22 1 OF6NYS Enerr Code ARC/ EL=4cc (F)) U() 'V /� � � ® uRTl��AY 1 2 2022 TFoFNr DEPT. TOWN OF SOUTHOLD SITE: PLAN 50ALE: 1" = 15'-0" NOTES � SPEC F I CATIONS CARPENTRY 6LA55 WINDOWS AND DOORS WOOD FRAMING MATERV _ STANDARDS AB BRE Y I AT I O I S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GON5TRUGTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 8-75) UNLESS I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. THE PROVI5I01`S OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE OTHERWISE NOTED. OF ANY MATEF IAL OR M, THOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON5181LITY TO READ ALL NOTES, 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PRESCRIBED H=REIN. WHT q IT CAN BE SHOWN, AND THE AUTHORITY HAVING SPEGIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN CLEARANCES ARE PROVIDED. JURISDICTION T INDS BY T <PERIENCE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION INT. INTERIOR C" W MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODU(-T OR PROCEDURE PROVIDES EQUIVALENT OR Q 3. ALL SLIDING GLA55 DOOR5, 5KYLIOHT5, AND ANY CLASS UNIT INSTALLED GREATER STRLCTURAL 5-'t.FETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, SHALL BE DEEMED TO GCNFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO W (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD ORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS W APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME �:ONSTRUGTION MANUAL AND THIS PS FORMAT, AS J C6 4. ALL &LASS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. MANUFACTURERSTS SPECIFICATIONSLL BE . 11 IN STRICT ACCORDANCE WITH APPLICABLE AS A DERI�':D WORK). B.O. BOTTOM OF MAX. MAXIMUM (� ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY 'TEGO OR Q }, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL l'-JOI T5, S LUMBER,GLUED LAMINATED TIMBER, BOT. BOTTOM 11 MECH. MEGHANIGAL .O L0 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN ENERGY CONSERVATION CONSTRUCTION CODE. PREFABRICATED WOOD 4-"JOISTS, STRUCTURAL COMPOSITE LUMBER, PREFABRICATED WOOD BUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B4O.W. BOTTOM OF WALL MIN. -� MINIMUM O � 0 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORh TO THE APPLICABLE STANDARDS OR 6RADIN6 - AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDING 6LA55 DOORS, WINDOWS, OR RULES SPECIFIED IN 1.1 TH`ROU6H Ib. - >_ O ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" of AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988� +-� � Qo - 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE a0 O Z O OF THE OWNER/SUILDER T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL INGLUDIN 3 END-JOI?+TER AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED •- 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS -7• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. BY THE ARADEMAF-S OF A LUMBER GRADING OR INSPECTION S THE CONT. CONTINUOUS O.G. ON CENTER V N WHICH Pf RTIGIPATx.S IN AN ACCREDITATION PROGRAM, SUCH AS THE SHALL BE CLARIFIED WITH THE ARGHITEOVENCINEER BEFORE PROCEEDING &. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 DBE. DOUBLE OGG. OCCUPANCY O O '`3 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE � � WITH THE WORK. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 6RADEMARK SHALT. INCLUDE AN EA51LY DISTINGUISHABLE MARK OR O 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE 6;_.APING AGENCY WHICH COMPLIES W DFE ITH THE ' O ate..., L0 b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE PT Cl. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH REQUIRMIENT5 OF L1.5. DEPARTMENT OF COMMERCE P520-99. DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION O (V CD UNLE55 APPROVED BY THE ARGHITEOVENCINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE Q O C O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARAOTER15TICS OF THE WINDOW MATCH 1.2. GLUED LAMINATED `"IMBER5: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE G '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 0-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE CHARACTERISTICS OF THE ANDER5EN WINDOW SPECIFIED. THE THE PRO'/1510NS O' ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, TIMBERS. I D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. REQUIREMENTS. 1.3. FREFABF:IGATED W:SOD -JOISTS: ASSEMBLIES USING PREFABRICATED EA. EACH PLYWD. PLYWOOD WOOD I-.JOISTS 5H,`.LL MEET THE PROVISIONS OF ASTM P5055 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 5TANDAF'P 5PEGIF :ATION FOR E5TABLI5HIN6 AND MONITORING ELEV. ELEVATION P.T. PRESSURE TREATED TEMPERED 6LAS5. NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND CLUED, U.O.N. STRUGTUf:AL GAPA::ITIES OF PREFABRICATED WOOD I-JOISTS, THIS 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. REGUMENT, THE GG`/ERNING BUILDING GORE AND ANY ADDITIONAL A EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE REQUIREMENTS AS °SET FORTH IN THE MANUFACTURER'S CODE EXIST. EXISTING Ri RI5ER APPROVED EQUAL. EVALUATION REPOF-.T. II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY FORTILLO, RA MISSILE TEST OF ASTM EI996 AND A5TM E1886 AS MODIFIED BY 2020 NY5 BG I AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 1.4. 5TRUGTURAL GOMF'')SITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS AN5I/DA5MA 115. ASTM D5456 STANC'ARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER -- RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRAGINC AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL GOMF')SITE LUMBER PRODUCTS, THIS DOCUMEN, THE /� EXCEED &-O" AND AT EVERY &-O". 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH GOVERNING BUILDI'-.5 CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO 5TL. STEEL w A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN el' SHALL SET FOR''H IN THE ,IANUFACTURER'S CODE EVALUATION REPORT. - M 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FR V t � m ESH AIR VENT ,5. . SMART VENT T� ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 1.5. PREFABRICATED WOOD TRU55E5: A55EMBLIE5 U51NO PREFABRICATED 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS WOOD TF:U55E5 5H-.LL MEET THE PROVISIONS OF TH15 DOCUMENT,THE I FF FINI5HED FLOOR _ W TBD TO SE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 60VERNING BUILDI`,6 CODE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH, WASTE MATERIALS, TOOLS, ETC.,GLEAN GLASS AND LEAVE WORK NECESSARY. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT SET FORTH IN ANSI,TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 BROOM GLEAN. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON FAGE5 0-005. ON THE BUILDING. OR THE MANUFAGTL�RER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK U LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.b. GYPSUM: 6YF5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THf: PROVI51CN5 OF ASTM G36 SPECIFICATION FOR GYPSUM _ I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16' SPAN. PLUMBING WALLBOF.RD, ASTMN G3'I 5PEGIFIGATION FOR GYPSUM LATH, OR ASTM C79 ;FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION Tr TREAD � < THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SPECIFICATION FO'<. GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. ]cf. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 SYSTEMS TO NYE, PLUMBING CODE AND NYS DEC REGULATIONS. FR. FRAME TYP. TYPICAL n 1 AS PER PAGE 6-003. I."i. HARDBOARD: HARC BOARD USED IN A STRUCTURAL APPLICATION SHALL VJ 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. MEET THE: PROVI51CN5 OF ANSI/AHA A135.4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED I am ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "F.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHf: AL35.6 F aRDBOARD SIDING. ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD ,FTC. FOOTING VERT. VERTICAL '' AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 29b COPPER 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION I.8 STRUCTURAL PANEL'S: ATTORNEYS FEES ARISING OUT OF OR RESULTIN6 FROM THE PERFORMANCE OF AND AT BASE OF VERTICAL WASTE PIPES. 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. VERIFY IN FIELD 2: ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, 51GKNESS, D15EASE OR DEATH OR TO 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER FOOT. MEET THE PRO/ISIONS OF U.S. DEPARTMENT OF COMMERCE H D. HOLD DOWN w/ WITH MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLJNTARY P-'ODUGT STANDARD 1 (P5 1) CONSTRUCTION AND -I - < ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDL''3TRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY I HDR HEADER ND. WOOD WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. - DISH WASHER.........................................2" PRODUCT STA'";DARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY - KITCHEN SINK........................................2" WOCD-BASED STt<UGTURAL- USE PANELS, APPLICABLE GORE HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. EVALUATION REPORTS. - LAVATORY...............................................2 r,MILLIAN A. TRU55 JOIST PACIFIC 1.9E MIGROLAM - SHOWER/TUB..........................................2" 1.8.2. OBI=NTED-STfaAND BOARD (OSB), WAFERBOARD ORIENTED-57RAND HOR. -� HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE G-P LAM - TOILET........................................................3 P5L (PARALLEL STRAND LUMBER) DENOTES: BOA RD OR W11 FER50ARD USED IN STRUCTURAL I ON5 SHALL MEET 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING - LAUNDRY .................................................2 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A TRU55 JOIST MGMILLIAN 2.OE PARALLAM - FLOOR DRAIN..........................................5" THE PROV1510"E, OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC,. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.,s PRCDUCT STA"DARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT I I I I I "°°I�I f�I FENESTRATION J� "� ®� / I �� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STAUG AND INCREASED TO 4" 5TAVDARD FCR WOOD-BASED STRUCTURAL- USE PANELS OR I `t UL I I `4 I �l I A I lam( APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, THROUGH ROOF. AFFLIGABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS OF THE NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S -1• PROVIDE FR05T-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN 4 1.&.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AUTHORIZATION OF THE ARGHITEGT/ENCINEER. GORE EVALUATION REPORT. DRAIN GOOKS AS REOV. HOSE 5155 SHALL BE PROVIDED WITH BAGKFLOW AFFLIGATIOW SHALL CONFORM TO AN51 A208.I AND ANY PROPOSED DESIGN GORE PRESCRIPTIVE VALUE $ 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS PROTECTION. REGAREMENT`, AS SET FORTH IN THE MANUFACTURER'S CODE COMPONENT GOMPL I ES NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION F.=PORT. VALUE GITATION (PER 2020 NY5EG0G) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE &. WASTE FROM CLOTHES WASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED OUTER THIRDS OF THE SPAN SHALL NOT EXCEED CNdE-SIXTH OF THE ACTUAL WITH BACK FLOW PROTECTION. 1.5.4. FIB'.=RBOARD FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHA-L MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. '!ORED HOLES ARE LIMITED Cl. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR U-VALUE = 0.25 MAX. U-VALUE = 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER LEPTH AND THE EDGE OF THE HEALTH DEPARTMENT STANDARDS AND REGULATIONS. CEL-ULOSIG F'3E2. INSULATING BOARD. FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO T4*' TOP OR BOTTOM EDGES. PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 1.&B. 5TRJGTURAL ;_AI`d:L SIDING STRUCTURAL PANEL SIDING USED IN 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE TO CONGEALMENT OF PLUMBING. 5TR'JGTURAL ,•-IF'LIGATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE 57UD LENGTH. NOTGHE-- IN THE OUTER THIRDS OF DEFARTMENT `„-COMMERCE VOLUNTARY PRODUCT STANDARD I CEILING R-VALUE R-49 SPRAY FOAM INSULATION -," MIN. R-VALUE = 49 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. (PS- 1), THE 6C. /','.:�NIN6 BUILDING CODE, AND ANY ADDITIONAL THICK (R-1 PER INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE AGTJAL 57UD DEPTH AND THE EDGE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED T FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE OL05ER THAN 5/&" TO THE EDGE OF THE STUD. NOR ANY POTENTIAL DAMAGE THEREOF. REP')RTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. CATHEDRAL CEILING R-49 SPRAY FOAM INSULATION 7" MIN. R-VALUE = 4Q GOt'YRI6HT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. R-VALUE THICK (R-'T PER INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YEs ELECTRICAL: 2.2. FASTENER�3 AND GO*:'�ECT0R5: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM CONFORM TO THE STAND-�RDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, TO 20I-1 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 0-005 4 0-004. THE FASTENING SCHEDULE ENERGY CONSERVATION CONSTRUCTION CODE. 2.2.1. BOLTS: BOLTS 5L'ALL COMPLY WITH ANSI/AEME B 15.2.1 SQUARE AND EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING E R-21 BATT INSULATION YES z STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 5PECIFIGATION5 ON THE FLOOR PLANS SHALL 5UPFRSEDE THE FASTENING HEX BO_T5 AND _.PEWS (INCH SERIES). FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON w NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED COMPLETION OF WORK. 22.2. LAO STREWS: LrG 5GREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2 STATE ENERGY CONSERVATION CONSTRUCTION GORE. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME E15.2.I SQUt�RE AND HEX BOLTS AND SCREWS (INCH SERIES). FLOOR R-VALUE R-50 BATT INSULATION MIN R-VALUE = IQ 0 YES HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFFA '12: PER TABLE R402.I.2 - CLIMATE ZONE 4 V 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF - GENERALLY, VERIFY OR PROVIDE HARD WIRED 2.2.5. TRU55 METAL GC\INECTOR PLATES: TRUSS METAL CONNECTOR PLATES WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: SMOKE DETECTORS w/BATTERY BACK-UP IN: SHALL MEET THE F.EQUIREMENTS OF AN51/TPI I NATIONAL DE51ON W CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION {HOOD F05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, COMPLIANCE STATEMENT: (AF4PA) AMERIGAN WOOD COUNCIL (AWG). TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. A. EACH SLEEPING ROOM THE 60'/ERNING E:JILDING CODE, AND ANY ADDITIONAL REQUIREMENTS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN "HE MANUFACTURER'S GORE EVALUATION REPORTS. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE). SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 B. OUTSIDE OF EACH SEPARATE SLEEPING ii,1 PLUMBING GORE. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY AREA IN THE IMMEDIATE VICINITY OF 2.2.4. METAL GONNEGT:)R5 WHERE METAL PLATE OR STRAPPING SIZE AND ~' 11 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING 6 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16' THE BEDROOMS (6ENERALLY THE HALLWAY) 6ACE ARE 5PECI''IED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 0 WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N.). GRADE 33 STEEL 3HALL BE USED. OTHER METAL CONNECTORS SHALL MECHANICAL GORE AND 2020 NEW YORK STATE FUEL 6AS CODE. TABLE R501.-T HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE G. EVERY LEVEL OF DWELLING MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC,) ADDITIONAL REAL.REMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA TO AND 2020 NEW PORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, GORE EVALUATIO'. REFORT5. GROUND SNOW LOAD 25 LBS CONSTRUCTION CODE. U.O.N. WITH TOP OAFS ® STEEL COLUMNS TO BE MIN.)4' BENT PLATE &" LONG FOUNDATION, CONCRETE. AND MASONRY w/6" RI5E 4 w/ (2) 5/4"(P BOLTS THROUGH CENTERLINE OF VERTICAL LEGS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT 2.2.5. NAILS: NAILS SH.=ILL COMPLY WITH ASTM F I , STANDARD ALLOWABLE DEMARCO SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SPEGIFI!.ATION FCR DRIVEN FASTENERS: NAILS, SPIKES, AND sTAFLEs. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH GENERAL WIND PROTECTION CONNECTION NOTES: 5U15-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 2.2.6. PNEUMATIC NAIL" AND STAPLES: PNEUMATIC NAILS AND STAPLES POOL HOUSE ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. SHALL MEET THE F.EQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION;SSTD 10-99 AND 2015 5150 HIGH WIND EDITION WOOD FRAME AND ANY ADDITICAAL REQUIREMENTS AS SET FORTH IN THE L/I80 CONSTRUCTION MECHANICAL CONNECTIONS: 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL MANUFACTURER'S •:ODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. 2.2.1. 5GREY+5: SCREW: SHALL COMPLY WITH ANSI/ASME B 15.6.1 INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING5UE35TITUTED WITH AN APPROVED EQUAL PRODUCT. DEVICES NOT 4. FOOTINGS TO REST A MIN. OF 4 O BELOW GRADE, UNLE55 WOODSc:REWS (INc:H SERIES). 2015 GABRIELLA COURT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL OTHERWISE NOTED FLOORS 4 PLASTERED CEILINGS L/360 „ BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED FROST LINE DEPTH 3-O MATTITUCK, N.Y. 11952 BY "SIMPSON" MANUFACTURER. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ASPHALT ROO'INC 5HINC._E5 ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I. ALL SLOPED ROOFING SHINC-LES SHALL BE OAF-GLA55-A ASPHALT ROOFING U INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL BACK FILL SHALL PLACED AGAINST FOUNDATION WALLS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LOADIN6 VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY UNTIL L I� TIER OF FRAMINGO IS IN PLACE. SHINGLES OR f.PPROVEG EQUAL. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: LOADING VALUES ARE LE55 THAN WHAT I5 SPECIFIED BY "SIMPSON" 2. SHINGLES 51-ALL BE A'�'I-IE7 OVER 15# BUILDING FELT, UNLESS OTHERWISE ICE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 5HEATHIN6 AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE NOTED. ALSO, CONTRACT FRS OPTION TO APPLY GAF-WEATHER-WATCH ICE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED AND WATER BARRIER FR)M EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER SOLID WITH CONCRETE. LINE. 4 24 FROM ALL W\LLEY5, AND ROOF FLASHING CONDITIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. 3. PROVIDE FLASHING NE�E55ARY FOR WATER TIGHT AND WEATHERPROOF RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 CONSTRUCTION LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH 'TO EACH PAIR OF b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 4. ROOFING 15 TO BE AF'LIED IN STRICT ACCORDANCE WITH MANUFACTURER'S STRUCTURAL DESIGN LOADS PAGE: RAFTERS. DAYS OF 4,000 P.S.I., U.O.N. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. •T. VARIATIONS IN CONNECTOR GONFIOURATION SHALL BE APPROVED BY SPECIFICATIONS. ARCHITECT II. GONG. SLABS L REST ON MIN. OF b" FINE GRAVEL OR SAND WITH 5. NAILING OF 'ZOOFIN6 CHALL BE TO CODE. b MIL. POLYETHYLENE VAPOR BARRIER UNDER 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM USE LIVE LOAD DEAD LOADI6" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. PERMITTEDION RE515TAN" II GAGE ROOFING NAILS AND Ib GAGE STAPLES AREG-OO2mOO &. SILL PLATE TO FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER (1) WALL TIE PER (5) SQ. FT. 1. PROVIDE (2) LAYERS C'F I5*1 ASPHALT BUILDING FELT UNDERLAYMENT FOR OF J" AND 3"x3"xk WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2:12 PITCHES TO 4:12 PI7 :HES DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1" IN GONCRETE/MASONRY GYPSUM WALL BOARD MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 8. ASPHALT 51 ANGLES 5F ALL BE TESTED TO DETERMINE THE RESISTANCE OF DATE: 05/06/22 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT THE SEALANT 'I O UPLIFT ORCE5 USING ASTM D 6351. FA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. COMPOUND METHOD. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 2. ALL 6YF5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 FROM FOOTING TO 2" ABOVE FIN15H GRADE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 429 10 psf 15 psf OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 51TE WORK DEEMED APPLICABLE. OF 40-F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO ATTICS WITH STORAGE (MAX CLEAR HOT > 429 20 psf 15 psf I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 17. NO ADDITIVES SHALL BE PLACED iN CONCRETE UNLESS SPECIFIED BY ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �'�` O RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING ARCHITECT/ ENGINEER. �` PU EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON HOOD FRAME, INSTALL 5LEEPIN6 ROOMS 30 psf 15 psf �lJ�~ %, `',.. ���c 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. CONCRETE PANELS OF 5/&" THIGKNE55 MINIMUM. I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND � Q ` . % "I, S - STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED6E5 SHALL BE WHERE EVER APPLICABLE. STAIRS 40 psf 15 psf I SITE. STOCKPILE ALL EXCAVATED MATERIALS. ___-_. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A { ' GUARDRAILS AND HANDRAILS 200 ,.ay 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. MIN. 10" DEEP FROJECTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. psf 15 psf (per -a ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 19 0 40'b FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. ALL OPENINGS. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC TF�F N��' 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED p 15 psf FOR LATH. 6. FASTEN 6YFSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003. AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" DEEP 4 3'-O" BELOW GRADE. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE 'T-Ib (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) #SOLD®J�l�l DETAILS T`rf= GAL NA I L I NG/STD ,AP� I NO REQU I R�ME�1TS FOR FASTENING SGHEDUEE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s;MANUFACTURER UFL I FT/ SHEAR, L �NTERAL. N I I VD RES I STAN(f.,E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED < (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, "ALL 5TRAPPINO TO BE Iy4"x 2G) OAUO'__.** -- "SIMPSOW EQUIVALENT - G520 (GOILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu FUSE IOd NAILS IF ETRAPF 'lO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J cz FASTENER SPEC. FASTENER HOEDOWN HOEDOWN 'B' CONNECTION A I�t I !� I I v� �R I D DESCRIPTION AND QUANTITY SPACING E N FOFOUNDATIONST ROOF I$ CE I L I NO FRAM I NO o j 0 1<1 I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd ENDWALL ✓"" COMMON NAIL w/o PREBORED HOLES. ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER (5) 2x FULL (5) 2x FULL -" � 2.. -] O C Z O CORNER STUD AT RAFTER TO RIDGE �' 2.WOOD Is ASSUMED TO BE aF,s2 a BTR. IN DRY USE _ I HEIGHT STUD HEIGF+T STUD CONNECTED TO R•R• 2 SERVICE d (B 1 � CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST >) V .— ONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O z N TRANSFER SHEAR CIE ry (EVIDENT DURING INITIAL INSTALLATION)PRM30PE THE NAIL "SIMPSON"AN OR a € FOR STRAP - 3 8 d COMMON • ' ' • HOLES,SET NEW MEMBER. GEILIN6 JOIST r0 PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP O O �p -� p 4-+J' I HOEDOWN ANCHOR ® 2-Ibd COMMON • � • • • • • � � N � 2-I6d COMMON NAILS ® EA. END OF STRAP. GEILIN6 J015T LAPS OVER PARTITIONS (PAGE-HAIL) q-Ibd COMMON EACH LAP O Ci3 LOCATIONS NOTED NAILS ® 6 O.G. +f / ,' • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. 4 ON PLANS IO" O.G. IF BLOCKED / O" O.G. IF BLOCKED �`"" "' • • CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J G.TIES '�" 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q � � Q CORNER P05T ROOF SPANS OF 24' OR GREATER, T16HTLY BOND THE END OF THE NAIL TO A 10• AN6LE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE USE 4 8 d COMMON NAILS a 6RAPHIG BELOW) "SIMPSON" HDQS �``" EA. END OF STRAP FOR ROOF b.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END HOLDOWN ANCHOR SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 3 TABLE LOCATIONS NOTED d SLOPES OF 5:12 AND GREATER. cR'4-I•ON PLANS RIM BOARD TO RAFTER (END-NAIL) E 2-Ibd COMMON EACH END CONNECTION BI I$ B2 � AT R':�FTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: GONN:=GTION: * FOR NEW P. GONG. FOUND.'s ° FOR 5�RAP - 3 el d COMMON NAILS� �2 s TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT ° ° HOEDOWN CAST IN PLACE w/7/8"(P THREADED ROD � � s� EA. EN:� OF STRAP: dHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE r FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.s • •�. • • '7/W(P THREADED ROD (PRE-DRILLED) EMBEDDED 1211 INTO NOTEC EOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH 5TRENOTH EPDXY ----I �I • i IAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FA(.SE-NAIL) 2-I6d COMMON 24" O.G. m ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I t:IMPSON # H2A (OR EQUAL) RAFTER TIE W (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALON6 EDGES • FOR TOENAILING - 5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID � CAST IN PLACE HOEDOWN USE SAME w/7/8"m THREADED ROD CONNECTION "" --- FOR G J. TO R.R. - q 16 d COMMON NAILS REQUIREMENTS FOR "" -- _.. BOTTOM PLATE TO FLOOR JOI5T, BAND JOIST, d COMMON 12 PER FOOT RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: 2-I6 TION: ENDJOI5T, or BLOCKING (FACE-NAIL) U c APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOEDOWN 'G' HOLDOWN 'D' _2 I6_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING FOR NEW # EXIST. w < v ' FOR NEWLY POURED CONNECTION GI G2 + J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST n 1 FOUNDATIONS FOUNDATION ® ONE STORY ONLY16 , W (5) 2x FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END Q - HEIGHT STUD ACOCONNECTED ORNER STUD HTO E * Jp' BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END NSFER SHEAR'SIMPSON' HDQB (5) 2x FULLAT STUD TO FLOOR ASSEMBLY * G2 --- TO STUD GONNEGTION: BOP PLLOOKIATE (TOE-NAIL) N& TO SILL or HOEDOWN ANCHOR ® 2-Ibd COMMON HEIGHT STUD ��r�" . • 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 ON PLANS lO" O.G. IF BLOCKED G I I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST " FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G M N BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® O. •- 0 °` `-• ""' `"""""' € BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATHINO ° d AINTESOLID STRUCTURAL PANELS: RIOR ZONE 6d COMMON 6" EDGE / 12" FIELD a "S MP50N" ST D14RJ CONNECTION D I I$ D2 BLOCKING PERIMETER EDGE ZONE a Sd COMMON b" EDGE: /b" FIELD HOLDOWN INSTALLATION OPTIONS: o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. NPLACE "�f GE I L I NG SHEATHING w/7/8"� THREADED ROD " -"�" ' FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s HOEDOWN CASTT IN PLACE * AT ET TO FLOOR ASSEMBLY TO SILL 'M' CONCRETE wDED ROD MP50NP�DHI6H STREN6TEMBEDDEDOI,<2Y" INTO � I/2oF;IN. PLA '.1:�) GONNEGTION: D2 �,/ I ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT "`�" 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH R TEMFG ADHESIVE) 'ORDER �; FOR 1T�'AP - 3 8 I d COMMON NAILS ® EA. ONE ON DI `�.� ' END C'` STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID B CAST IN PLACE HOLDOWN a ° FOR E.A. PLATE TO STUD ABOVE 8 OR BELOW - w/7/8"0 THREADED ROD _2 _Imo_ d COMMON NAILS STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" FIELD 4 � ° ° ALTE^ZNATE CONFIGURATION - ABOVE STUD TO 6YPSUM WALLBOARD 5d COOLERS T' EVOIE / 10" FIELD N ° FLOG"-. CONNECTION w/ # LPT4 51MP50N (OR .. 8a t1a,I TRALS EA E)Na Z NAIL I NGI/STRAFE I NO La I �D®W/D®®R HEADER STANDARD/ALTERNATE EQUA!.l ® PLATFORM TO SILL PLATES �"" -. OF EA.STRAP TO 2 EA.J015T-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 SIMPSON H25N U NOTATION: A - NUMBER OF Sd NAILS a EA. END OF STRAPPING (2016 WFGM,TABLE 3.1,P. I8q) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.238,P. 2ql) -- " . I" or LESS: 5d COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS m EA. SIDE OF HEADER (200 WFGM,TABLE 3.23G,P. 2q2; " .-- "" "" GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 213) D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. 5IDE ""'-� • I _ w NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE. D (2018 WFGM, TABLE 3.7, P. I8q) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q A -' AT STUD TO FLOOR ASSEMBLY TO SILL E - NUMBER OF JACK STUDS ® EA. END OF HEADER(20I8 WFGM,TABLE 3.22F,P.288) p FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) a EA. SIDE ° ° ° PLATES) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8,P. lal) ° d ,° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 S d COMMON NAILS a EA. NAILS SHALL BE PERMITTED To BE REDUCED TO I-IbD NAIL PER FOOT. s END OF STRAP (WRAP STRAP UNDER SILL PL.) - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH DEMARCO FASTEN I NO SCHEDULE B ° da ,<Q SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 (IN ACCORDANCE W W ITH OOD FRAME CONSTRUCTION MANUAL 2018 EDITION) `''�-� FOR EA. PLATE TO STUD ABOVE s OR BELOW - USED. '~-.� ° _2_ _16_ d COMMON NAILS POOL HOUSE A NOTATION ROUGH A B G D E F G oPNb 2015 GABRIELLA COURT 2'-0" 2 I I I I I MATTITUCK, N.Y. 11952 4'-0" 4 1 2 2 2 2 Si='L I C I N0 OF T®F f=LA,,TE OABLE ENDWALL PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 • BRACINO/STRAPPING DRAWING TITLE: (5) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE = BLOGKIN6 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, 8'-0" 7 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTE, TOP PLATE SPLICE REQUIREMENTS BAYS BACK m BLOGKIN6. 1LESS�2"VODG. LENGTH FOR WIND - EXPOSURES Bso - FOR WIND - EXPOSURES B4G - 4'-O" O.C. To AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLI:,E'",4 BUILDING MINIMUM SPLICE 1,2, DIMENSION (FT.) LENGTH (FT) D MEN51ON (FT.) LENGTH (FT.) _ TYP. STRAP w/(5, PAGE: --- Sd NAILS EA. END 12'-0" 3'-0" OF EA. STRAP — ATTIC I b-O 3-O /3-q _ I b-O 4-OG-003mOO A1��H®R 5®L_T SFEG I F I GATI ®NS 20'-0" 4'-O"/5'-O" 20'-0 " 5'-0" SPECIFICATION (2018 WFGM TABLES 3.2A 4 5.25, P. 157 BLOCKING 2 BAYS CORNER -160) 24'-O" 4'-O"/5'-O" 24'-0" b'-O" BACK 4' O.G. � � DATE: 05 06 22 CONDITION Sq FOR ALL STRUCTURES: — 3 OF 6 °• ANCHOR BOLTS a 3ai" O.G. 28-O 5-O /6-3 28-O 7-O ' b-O C11-6 32-O '5-0 1 11 SECOND FLOOR 1 P 36-0 -I-O'/8-�( 561-O a O ��C.RC,tt NOTES: 1.TABULATED SPLICE LENSTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE M LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 81-0"/10'-0' 40'-O" II'-0" I. MIN. '1 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS LJ END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK m 4'-0" O.C. u 2.TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED 50'-O" 10'-O"/12'-b' 50'-O" 13'-0" Q 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL - O CONDITION IN EXPOSURE B TYP.STRAP w/(5) iv TOP TWO COURSES 50LID --- -- 8d NAILS EA. END T 5.TABULATED SPLICE LEN5TH5 ARE BASED ON 8 FOOT WALL 60-O I2-O%15-O 60-O I6-O OF EA. STRAP 4_ 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL FOR OTHER WALL HMULTIP, E THE TABULATED UNIT N� LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR '9 O3 �6 0� y PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE -10'-0" 14'-o" '70'-O" Iq'-O" T y NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR F N� 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) O `N 80'-O" I6'-0" II 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL- 1.125 (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1375 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL- 15 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BUILT-UF 01R17)ERG 5 OR MORE SUFFORTS F I RE5LOIlI NO FOR FL.ATFORM A00D FRAM I NO (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE AMERIGAN WOOD COUNCIL [AWE] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBL" REQUIREMENTS: (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) BETWEEN 1/6a 4 I/4 OF A WHEN GIF 7ER5 MADE UP OF JOISTS NAILED Q CONNECTION DESCRIPTION 706ETHE-i" SIDE BY 51DE ARE CONTINUOUS OVER I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES BLOCKING UNDER LOAD BEARINO WALL PATTERN THREE OF MORE 5UPPORT5, JOINT5 ARE TO BE AS FIRE-STOPPING. w NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS 0 12"O.C. Max.32° _OGATEG BETWEEN ONE SIXTH AND ONE QUARTER THE SPAi`: LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST -J LILI co SUPPORT NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. I STUD 4-J B (3)ROWS IOd NAILS 0 12"o.c. � p. THAN ONt. THIRD THE TOTAL NUMBER, ARE TO BE Q STUDS 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE N SUBFLooR JOINTED '�N THE SAME SIDE OF THE SUPPORT. (2)ROWS I/2" �BOLTS• 12"O.G.STAGGERED; 5UBFLOOR '," DBL.O ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. � BUILT UP GIRDER P MAX.32" SOLE PLATE D (2)ROWS I/2" m BOLTS 0 Ib"O.C. � `TAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � � � O TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN5. , C9 SOLE PLATE 51DE WITH IOd NAILS, TWO NEAR EACH END OF E (2)ROWS 1/2" 0 BOLTS 0 24"O.G. L BETWEEN 1/6 -AGH PIE':E, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O Z O F (2)ROWS 3-3/5"TRUSS LOCK SCREWS 0 12"O.G. 4 1/4 OF A OF I6 INC-AE5 BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. CL SCREWED ON(1)SIDE OF MEMBER :_INE; OR .1RDER5 ARE TO BE NAILED FROM EACH � C>3 U � (2)ROWS 3-3/5"TRU55LOGK SCREWS 0 16"O.G. SIDE W/ (;�d NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE (V E' SCREWED ON(1)SIDE OF MEMBER " O JOIST, l,')d S STAGGERED w/ A DISTANCE OF 32 AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN �+ (2)ROWS 3-3/b"TRUSSLOCK 501 0 24'O.C. 5ETWEEN MAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. 4 '� JOIST H SCREWED ON(1)SIDE OF MEMBER P WS 12" R (V ITHREE-PIECE FO PLATFORM FRAME CONSTRUCTION: THE SOLE AND � O G MAXIMUM OFFSET (2)RO 5"TRU55LOCK SGREW5 0 O.G. BUIL UP GIRDER MAX.52" THREE-PI::GE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF W Q WOOD BLOGKIN6 PLACED BETWEEN JOISTS CC r- J015T DEPTH, d SCREWED ON T D BOTH SIDE OF MEMBER NAILS ON', EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPiN6. MATCHED 51ZE OF BLOCKING (2)ROWS 5"TRU55LOCIK 50RENS 0 161,O.G. PIECE, INC:LUDING INTERMIDIATE JOINTS, AND w/ THE 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SCREWED ON ON BOTH SIDE OF MEMBER OTHERS `:':TA6GERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES A5 FIRE-STOPPING. PARTITIONS ® 32 BLOCKING O.G. STUD L 5C ROWS O E30TH SIDE SCREWS 0 24"O.C. BETWEEN vb THAN 32' BETWEEN NAILS IN A HORIZONTAL LINE. SCREWED ON BOTH SIDE OF MEMBER 4 I/4 OF A 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL DOUBLE PLATE BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO GE I L I NC BRAG I NO FOUR-PIEc;E EIDERS ARE TO BE A55EMLED AS STRINGER TO SERVE AS FIRESTOPPIN6. GANTI LEVERED FLOOR 1.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, ?dD NAILED w/ 20d NAILS AS SPECIFIED PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE :HREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR GABLE ENDWALL 4 CONNECTION PATTERN 'B'WHEN 10"OR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL STUD 2.WHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORII'G: 2 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P, BIRDERS ARE TO BE SECURELY ANCHORED TO 1 FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SOLE PLATE 2"x4" CONTINUOUS GABLE END -1ASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 SUBFLOOR LATERAL/ BRACE 0 6'O.G. TRUSS BOLTED " O STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED BAND 2) 10d NAILS TRUSS OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL W J015T , G J 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON (D AA N A I L I N O F A T TE RN S FOR SIDE LOADED B E A 1�S C o . FLUSH B F-A M S) PLATFORM FRAME GONSTRUGTI ON NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE (UT 10)8d -LOCATIONS REQUIRUN6 FIRESTOPPIN6- A5 FIRESTOPPING. NAILS _. FIRE- FIB_ WOOD FIRESTOPPING FIRE5TOPPIN6 ^ I FA5TENIN6 RECOMMENDATIONS FOR SIDE-LOADED, sroPPING gTOPPING FIRE- FIRE- SOLE (y T STOPPING STOPPING �- MULTIPLE-PIECE MEMBERS U JOIST * 5d COOLER NAILS 0 10" O.G. NAILED' BOLTED I � �M I ; VERTICAL n n FIRESTOPPIN6 WHEN 2 x4 BLOCK NAILED TO EA. BRACE 2 ROWS Ibd BROWS Ibd 2 ROM5J5' 2 ROWS)5' 2 RO BOLTS v' BLOCKING COMMON COMMON eOLTs•=4' BOLTS BOLTS k; GOY TO UN IS APPLIED w/(4) IOd NAILS o.c.srnse�RErP 0 2°O.G. o6'OG. ..",. �,`' TO UNDERSIDE OF � OI 2'O.G. 0 12'O O. 1 JOISTS P Q TRA O a.5 2 I O.G.TH REE ROWS 2 d�'' ROWS 12"O.G. r n TWO ION 3 STUD 6YPSUM BOA g LOCATION I LOGATION 2 LOGAT LOCATION 4 (10) bd NAIL BEAM 5ELEGTION w/ 5TD. NAILING ° ° ° DOUBLE PLATE Sd COOLER NAILS 0 10" O.G. ° ° ° ° 5 ALTERNATE W ENDWALL STUD AS NOTED IN NOTE5 1 4 8 ° JOIST SHALL BE LOCATED DIRECTLY *N VEENOTE5 ALT.FOR USE OF DRYWALL 50REw5 ° ° ° xcoMeusnBLE FIRESTOPPIN6 'LOCATION Q SOLE WOOD FIRE-Sr OVER 5TUD5, UNLE55 TOP PLATE 15 4" EDGE 12"E /12"0 FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES FIRESTOPPIN6 ON 5 LOCATION (a OF GIRDER DE516NED TO CARRY THE LOAD SCREWS#6 - VW TYPE W OR 5 FiERE TWO ROWS b'O.C. LOCATION 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STA6C> FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL THICKNE55 OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. 0 OO O OO OO O 0° O INTERIOR STUD DETAIL OVERLAID ROOF S.5TAG6ER EACH ROW OF FASTENERS BY 12•. o �� o o � o 0 0 0 :�.� \ : 2•SPACE NOT IS FROM EACH THE SPECIFIED ATTACHMENT (9 VALLEY 4.FOR A THREE-PIECE MEMBER, NAILING CH 51DE. TO BE FILLED NONCOMBUSTIBLE FIRESTOFPIN6 A N ' I FIRE5T01°PING �'., APPROX 1 INCH THICK 5.FOUR-PIECE Ill SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6.00.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION-I STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FIRE5TOPPIN6 LOCATION a \ STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12'OR LESS 4 bd NAILS LOCATION 8 LOCATION 10 4 1 EA.END 0 R.R. &B ROWS of Ibd COMMON NAILS 10.0)FOR DEPTHS of 1 4 16'. FULL WIDTH 2") BLOCKING - z - O v LU GONST�U= -ION DETAILS 4 WIND LOAD FATH CONNECT ON DETAILS 1j) E TOP PLAT_ DRILL INTO ROOF DECK FOR STRAPF'IN6 INSTL. NOT TO SGAI-E INTERSECTION DETAIL _ X15T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTNNUOU5 LOWER TOE NAILS/ NOTED CONT.BLOCKING TOP PLATE SPIKED TO RR.'s ALIGN*PEW 4 EX. R.R. SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR 0 '5HED' WOOD JOIST WOOD JO I CRIPPLE STUD ROOF,R.R. IN LINE BLOCKING JOIST HANOE HEADER z OENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR W OF TOE-NAILS GIRDER/HEADE -O N57ALLA71 ON OF CLINCHED NAILS INSTALLATION0 JACK STUDS U WOOD OI RDER WOOD JOIST 11u1 MAIN MEMBER p Li.l JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NC FLUSH WITH OI RDER/HEADER TYP I GAL HEADER CONNECTION PROJECT: I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF DIAM.X 5 APPROX. 50° 1 THE MAIN MEMBER 4 STARTED APPROX. )3 THE LENGTH OF THE NAIL FROM THE MEMBER END, D E M A R C 0 I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'<.s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL R TER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL WALL STUD WALL STUD BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST BOTTOM PLAT 2015 GABRIELLA COURT WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT IN EA. 51PE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, N.Y. 11952 DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION PAGE: W I ND '�_S I STANT CONSTRUT I ON CONNECTORS . CONNECTION ON L� :CATION. PART NUMBER: NOTES• G-004mOO RIDGE-TO-R tFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS RAFT:7ER-TO--WALL H-1 APPLY TO EACH RAFTER DATE: 05/06/22 4 OF 6 RAFTER-TO--PLATE H8 or H2.5 APPLY TO EACH RAFTER PLATE-TO-AA,LL STUD 0520 @ 18° APPLY TO EACH WALL STUD " 2ND. FLOOR WV'<LL-TCI-15T. FLOOR WALL LFTA or C520 © 36" APPLY TO EACH WALL STUD �� nn. � HEADER-TO-,k,C< STUD C520 © 12" APPLY TO EACH JACK STUD ;�, �'� CRIPPLE E)TUD-7 �:)-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDT:)OWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END �'�`� WRAP UNDER DOUBLE SILL PLATE 9 E yo IST. FLOOR- UNDEF.-SILL PLATE 0520 (USE WITH 5" SQUARE WASHERS) TF OF N USE THE FOLLOWINO (--)R APF;ZOVED SIMPSON METAL CONNEGTOR5 FOR PROPER WIND RESISTANT CON5TRUCTION. FOLLOW MANUFACTUF:E'5 REC"OMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5E IyE At- 5"%rtN/ 50L E'°r : FLOOR PLAN NOTES WINDOW5 TO B": ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 5TRAPPINO DETAILS. H.O. I I DOOR NOTE: TO PROVIDE ,4INDOW "A"; FINISHES TO MATCH WINDOWS ® MAIN DWELLING Oj I. INSTALL NEW EXTERIOR DOORS BY 'ANDERSEN' **SEE DOOR S',HEDJLE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** NEW PARTIAL HEIGHT A 2.PLACE DOORS 4 MIN. FROM PERPENDICULAR W LLS EXISTING TO BE DEMOLISHED WOOD FRAMEL L( 3.INSTALL AS PER MANU SPEC.s I Y`1 GH. \ \ \ \ \ \ \ WHEN APPLICABLE) 4.PROVIDE (2) 2 x8 HDR., U.O.N. �.. O REMAIN 5. SEE PAGE 6-005 FOR ALL OTHER FRAMING I \ \ EGRESS EXISTING T NEW FOUNDATION WALL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. \ CLEAR W W WOOD FRAME L.G. C `: �1 �"` WINDOW DIMENSION NE ( OPENING TEMPERED W STL. WHEN APPLICABLE) TAG TYPE MODEL \ \ .; j WIDTH REQ'D: 20" -� C6 OSMOKE DETECTOR / GO DETECTOR NOTES: "" . ~~„, \ HEIGHT REQ'D:24" I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT RPM,,% \ WIDTH HEIGHT Q .�, MIN. (2) 2"x4" STRUCTURAL SMOKE /CARBON MONOXIDE COMBINATION DETECTOR J \ OPEN READ: 5.'7 S.F. _ NEW I-HR FIRE RATEDEl - - HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. N WOOD FRAME (L.G. STL. POST FOR 4 WALLS 2.INSTALL ALL AS PER MANU. 5PEG.'s C A DOUBLE-HUNG TW2636 2- + \\ \� _„; 2 7 All U!) (MIN. (2) 2 x6 STRUCTURAL WHEN APPLICABLE) 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR POST FOR 6" WALL5), U.O.N. IN COMPLIANCE WITH LOCAL CODE \ \ NEW 2-HR FIRE RATED C B J 3 TRANSOM TWT301'f ' " ' IF 4-J WOOD FRAME RA STL. \° •..` :._\\` WHEN APPLICABLE) O - Z I WINDOW NOTE: 3 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN1 CB CASEMENT DOUB EHUN6 OR 6 IDIN6 AS NOTED); \ .. .. \ \ ..... \. .....•... ...:\..:......:...:. :... ..•\ <o,,.\;:..;: .. . .... ..\.... .. \.... .. .... \.� .. .. .<..:e....a .. ;\:.off. \ �c�•i .\. \\.. _. .\.. ....�. < \., IN5TALLASPERMANU. SPEC.5. FOR �^: E .. SUBSTITUTIONS, SEE NOTE #q IN 6LA55 WINDOWS ���~^��' =; _ .. ^ ' -.----- �,.�-�:.��� - FOUNDATION PLAN NOTES \- AND DOORS" ON PAGE 6-002 IF CASEMENT � �`�;`�' _ �� \ ;�\ � O •+J C9 DOOR \\ ;:. MAC # # L'i, „:a'\ 4-J O +•J WINDOWS - ALL GSMNT WNDWS SHALL HAVE ;\ MIN N Ln P. GONG. MONOLITHIC SLAB: \\\ c;oo ;. ., STRAIGHT ARM HINGE WHEN O (Do 2"xb" P.T. SILL PLATES w/COPPER 'TERMITE SHIELD 4 < . . 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TAG DESCRIPTION MANUFACTURER ;;� \�>� Q SILL SEAL TILT WA5H • ANCHOR BOLTS AS PER PAGE 6-005 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. &L. WIDTH HEIGHT �I\��, • 4" THK. REINF. P. GONG. SLAB w/bxb-IOxIO .W.M. 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND \ BETWEEN CENTER b UPPER OF SLAB WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A \ a W : MINIMUM 2 2 XS HEADER U.O.N.RETARDER M VAPOR BETA I VA O UPON 6 MIL BASENOTE: \.• a � \.. ot RAVEL B �.. . . .. .... \ .. . ...> ..: UPON 4 THK. 6 \\\\.. EGRESS \ \. .\\.. �.. \ \."..�::•�' \_ .�.\\ i''\.\co>. :�_:...,..::;,..: >...:: •' ..\ ..�.,....�.� .'\..\. - UPON GLEAN COMPACTED FILL IN COMPLIANCE WITH NEW YORK STATE BUILDING ------ - - -- - ---- -- --- - -- • B.O. FOOTING 1'-O BEARING UPON P. GONG. HAUNCHED FOOTING AS PER DET. GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF � IOI SLIDING ANDERSEN • (MIN) BELOW GRADE. EGRE55 SHALL BE FOLLOWED: I • PROVIDE I" THK. RIGID INSULATION A5 REOV PER DET. NET CLEAR OPENINO........... 5.1 S.F. 102 SLIDING IE \\ \\\\\\\ANDERSEN :: :: '\�\:� �:�\ ... \\;� HO DOWN: ............. L J « \ NET CLEAR HEIGHT.. 24 MINIMUM O2 -0 HOLDOWN '0' AS PER PAGE 6-003 NET CLEAR WIDTH................. 20" MINIMUM U �- O NEW TILE FLOOR: FOUND 8 PO5T5 FOR OUTDOOR SHOWER: O4 I. NEW TILE FINISH (H.O. TO SELECT) UPON WO. P.T. P05T tl: P. GONG. 5" 0 50NOTUBF 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON 5.NEW CONCRETE SLAB ■ ONEW ATTIC, ACCESS - PULL DOWN STAIR: -�-- 1. MIN. 350 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. / , 22"x30") v c 3.DBL. FRAMING WHEN NEW OPENING 4.INSTALL AS PER MANU. SPEG.'s 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS •vI W NATURAL LIGHT 4 VENTILATION PROPOSED OUTDOOR FLOOR 550 S.F.AREA SHOWER (OPEN TO ABOVE);4X4 PT P05T % REQ. S.F. PROV. W/CEMENT SIDING LIGHT CLAPPED SURROUND REO,D 25.0 S.F. 121.5 S.F. "�`-3'-8" "-f IVENT REQ D 14.0 S.F. 75.0 S.F. 0 O y 2 cr � a V ;;, A (TYP) �- A-2ol �D -� 2 - DBL POST TO RIDGE J N 13'-q" 3'-q" 10'-O" - - - - - - - - - - - - - - - - 777" �, �.WiW<, �- -I B - - - - - - - - - - - - - - - - 10'-0" 6-4' I f ° L C.J. 5 ? r \` - - IATTIC NEW 2"xa" R.R.v SPACE 10:12 �•° v cV f , � / u V ::: I ® I6" O.G. I 1 / O V \ NEW 2"x8" R.R. v k Q V cV•D AREA OF FLAT ®f - -`z J I I I6:: O.G. L' J � Q z � 3 ® CEILING •"�1/ � A o o ABOVE a L. G.J. DEL POST TO RIDGE f2 I Z Lu PROVIDE 4" POURED GONG. I -I .a: t'^;gee`,.',°:: :�'E qi.a.., _1: .: tip;s, SLAB 1^1/6x6-IOxIO W.W.M. I _ UPSET 3 I.-15"xq.5" 2.OE `f _ - - - - - - - - - - - - - BETWEEN CENTER d UPPER - - - - - - - - - - - - - - A-2oi OF .SLAB SECURED IN _ TP L1 HEADER- - - - PLACE DURING POUR; O O PROPOSED POOL B I I I FRAME I V PROVIDE 6 MIL POLY ON 4" I HOUSE I I WALL UP i GRAVEL BASE BELOW j cV cv 350 S.F. I p SLAB J I I < (2) NON-STRUCTURAL CT J SPACE EVENLY IN SPACE -20 1- w -III INSROUND POOL A_I- 2 0IACLEAR CEDAR(CLEAR STAIN) - ..................... ............._._ PROPOSED A-201 A-201 cVw � FILED UNDER I w "~ 4:12 II O CATHEDRAL ABOVE - 4I 102 r` BLUESTONE SEPARATE PEN TO PATIO ® GRADE APPLICATION I Q XWHITE V PROJECT: CEILING BELOW I ►) I - r-� - I X Irp 2 II t I II DEMARCO ,� I I0:12 I I I 4 - - - - - - - - - - - J II f POOL HOUSE (2) DEL POST TO RIDGE I I FRAME I I m(2) I.-15 xq.5 2.OE 6P LAM HEADER _ I - I I WALL UP � I- - - - - - - - - - - - - - -� I 101 - 2015 GABRIELLA COURT MATTITUCK N.Y. 11952 aI � ' I I I NEw 2"xaO.GR. .R. p AZE SLATTED WLL DRAWING TITLE: w N ® Ib (WHITE) IKQ QQ Q w ui PRbP05ED z ua PROPOSED LAYOUTS $ U COVERED PATIO J I DEL POST TO RIDGE 4. DBL POST TO RID 260 S.F. Q U 10:12 �_ �t ►u (2) .-15"xq.5" 2.OE P EADER;W P w p « Ix CLE frAM AR G bAR GEAR STAI gnp N-1 I I PAGE: X x I I X x m G EDRAL ABOVE C EAR OR I I 1 TC R.R. A-101000 V GROVE ®6, O.C. 24"x24"x36"D P. GONG. 24"x24"x36"D P. GONG. I r I I DEL P05T TO RIDGE PAD FOOTING;PROVIDE PAD FOOTING;PROVIDE �" ANCHOR BOLT TO �" ANCHOR BOLT TO DATE: 05/06/22 5 OF 6 ❑� CONNECT COLUMN BASE CONNECT COLUMN BASE �❑� 3 - - (2) I.'75"xq.5" 2.OE 6P LAM HEADER;WRAP ❑ ❑ A}-22 I PIx CLEAR EmaEDAR (CLEAR STAIN) h°xh" PT Pnr,T � oFRO 05E ) FOUNI7ATION PLAN FRO POSED � �I 1NC 'L � FROPOSEI7 ROOF PLAN AR cy,T SCALE: I/4" = I'-O" 50ALE: 1/4" = P-O" SCALE: I/4" = P-0" 50ALE: 1/4" = P-0" C?�� �� p 0- cc T�0 F NEB ELEVATION NOTES BUILD INC SECTION NOTES OTYPICAL ROOFING: NEW-ROOFING- NOTE (TYP.): I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O I. INSTALL NEW zOOFIN'G (SEE NOTES ® ELEVATIONS) UPON CONSTRUCTION 5TANDARD5 2.INSTALL ICE -,ND WATER SHIELD FROM FASCIA UP TO B- 2. H.O. TO VERIFY FINAL COLOR 8 MATERIAL SELECTION 24" FROM IN' -IDE FATE OF STUD WALL AND AT VALLEYS BEFORE INSTALLATION OVER in 5.INE TALL 15 # 3UILDIN5 FELT N.O.NJ OVER PROPOSED RIDGE HEIGHT Lu IA METAL (ALUMINUM) ROOFING; H.O. TO SELECT FIN15H _ — 4.O/2 5HI PLE. OVER SHEATHING (BLOCK ALL SEAMS) ELEV. +17.2' 5. GAP SHINGLE: OVER RIDGE d HIPS (AS REQ'D) J co6.PN OVIDE RIF 5E VENT (AS REO'D) 2 (y) 7. FLASH ALL ARCHITECTURAL 50 YR. ASPHALT 5HINGLE5; I ALLEYS _ 12 +-+ Q S.INE�TALL DRIfi" EDGE AS REQ'D 4. N IB Cl. INSTALL ALL A5 PER MANU. SPEC.'s COLOR TO MATCH MAIN DWELLING � � � Ln 12 TYPICAL ROC.= 8 CEILING CONSTRUCTION: 10 — 0 O PROVIDE CONGEALED FLA5HING AT ALL. ROOF O ------- -�- --------------- PROPO5F-P TOP PLATE INTERFACES. — — ---- ---- ELEV. Nf W ROOFIN.'.> AS NOTED ----- - - -- • 1/:"' CDX PL"f1D SHEATHING (BLOCKING ® ALL +12.q •i r— 3 TYPICAL SIDING: - PL.YVV SEAT~5) I --------- — b---------__. - ap � Z 0 O • R.R., G.J., E c-T. AS NOTED ON PLANS (® 5PAN5 CIS -Y I. SEE NOTE AT BUILDING SECTION FOR MINIMUM __ CONSTRUCTION STANDARDS OVER 8' INS ALL "X" BRIDGING ® GENT ER OF _--.__—� 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION MIN. U.O.N.) — 0 t nl BEFORE INSTALLATION — - MIN. OF R-4" INSULATION , PROPOSED TOP PLATE --_---- � 3. PROVIDE CLAPBOARD SIDING TO MATCH MAIN DWELLING - -- •• R-4q BF T INSULATION ® FLAT CEILING --- ' -- O � O �q R-401 51"'AY INSULATION ® CATHEDRAL ELEV. +q.3 —� —_ c\j CD 0 +�.J j •• CEILING O4 NEW SEAMLESS GUTTERS t DOWN5701.75; COLOR t _ -- — _ MATERIAL TO MATCH MAIN DWELLING TYPiGAL EXT; RIOR WALL CONSTRUCTION (TYP.): TYPICAL 5/4"x3.5" 'AZEK' (OR Ea.): O • UPON "TYVE+." HOUSE WRAP (OR EQUAL) - • UFON I/2" GL-X PLYWD. 5HEATHING (BLOCKING ® 4 ---- OI. PROVIDE AT ALL WINDOW 8 DOOR TRIMS - PLATE 2. PROVIDE AT ALL SOFFITS 8 GABL_E ENDS • ALL PLYWD 5. PROVIDE AT ALL BUILDING CORNERS O xb" STUDS Ib" O.G. w/DBL. TOP PLAT E - -- _— — A MIN. R-21 BT IN:iULATION � O5TRUGTUR • 5/3" GYPSUr BD. WALL FINISH AL COLUMNS, HEADERS 4 COLLAR TIES — TO HAVE NATURAL WOOD FINISH NEW SIDING NOTE PROPOSED FIRST FINISHED FLOOR --- O TYf. : ------------ i. INeTALL NEW ::SIDING (SEE NOTES ® ELEVATIONS) UPON ELEV. +0.3' — --- ..._..._-------- 2."TY'VEK" HOU`.E WP.AP(OR EQUAL) 5 - I " BLUESTONE UPON 3.INSTALL ALL. >5 PER MANU. SPEG.'s -_ — m 2" SAND BASE U •— 4.PROVIDE ALL NECF55ARY TRIM FOR PROPER BASELINE INE;TALLATIOI —_ ELEV. +0.0' 5. 51PINO 5HAL_ EXTEND TO TOOF FOUNDATION WLL � . (v/SOUTH L VATION ( GINOOp ST Y IN ) ACOMPACTEDT 4-j m SCALE: I/4" = 1'-0" O NEW TILE FLO:-)R: PROP. MONOLITHIC SLAB I. NEI i TILE FINI SH (H.O.TO SELECT) UPON ELEV. -1.3' '� 2.ON:' LAYER T-11N5ET (LEVELED PROPERLY) UPON 5.NEW GONGRE-.E 5LAB - U � E6 PROVIDE 8" E--IIPLAP INTERIOR WALL FINISH SEGT I ON I --I/A-20 I .�. SCALE: 1/4" = I'-O" nU) Qm W 2 IB IAqi -- 2"x6" FRAMED WALL 4" P. GONG. SLAB 6"xb"-IOxIO W.W.M. BETWEEN CENTER b UPPER 2"xb" BILL PLATE J OF SLAB SECURED IN .�..:,�.s,,,.."...,a....y...w,...,,.... ®.®.:,,,, m PLACE DURING POUR _C a TYP. ROOFING SEE - - -- --- -- 4) i► 48 a 5 GRADE ° L; ° SECTION NOTES) 'TYR ROOF CONSTRUCTION (SEE SECTION NOTES) p R:"5i1R TOP B 4 GRAVEL BASE UPON Sp.N BOTTG 1 (4 TO AL) GLEAN COMPACT FILL F- PL 'IMPS ' H2.5 -- - _ -.-..- .._.,..-.:-.............. —_. ................ . > --- b MIL VAPOR RETARDER RAFTER TIE RR z ...: ......... ... . ..............:. .::. _:..:......... .. .. Q _ a° w HOT DIPPED 6ALVAN TIZED ANCHOR BOLTS ® 341" O.G. # MIN. 0 U 12" FROM CORNERS;EPDXY PIN r PRO /0L I" THK. INTO GONG. SLAB w/MIN. T' RI61G INSULATION EMBEDMENT. w _....._..._. FASCIA BOARD 1`IONOLITHIG SLAB DE:TAIL �z01.001-- _ NOR7H ELEVATI ON (FAG I NO FOOL) SCALE: 1" 1'- 0" a BEAM AS PER PLAN a SCALE: 1/4" = P—O" PROJECT: "SIMPSON" PG64 (FOR 3 PLY BM) "SIMPSON" 5052-2/4 D E M A R C (FOR 2 PLY BM) - POOL HOUSE 2015 GABRIELLA COURT MATTITUCK, N.Y. 11952 P.T. P05T AS DRAWING TITLE: PER PLAN PROPOSED ELEVATIONS PROPOSED SECTION �kMES HARDIE ("X4" 4"x4" P.T. P05T PROPOSED CONST. DETAILS j . GMENT TRIM (WHITE) SIMPSON ........................... ................................ P05T BASE PER . ................ . . ...... / "SIMPSON" ABA44 F05T SIZE PAGE: COLUMN 5A5E BLUESTONE PAVERS ® SHOWER A-20 .100 b FLOOR � _ 4 N IaFT&.'(M N.D4,000 PSI) I FIND''>HED GRADE .I I a GRADE b"O 'SONOTUBE' FILLED SOLID w/P. GONG. Il a(MIN. 4,000 P51) Z a G z DATE: 05/06/22 6 OF 6 .... ......... ....... O ................. i ......... ............ D AR A ° a �Fz �y Q F.F. OUTDOOR SHONER r�ETA I L ovERHANO I�ETA I L s��T 374ao-' EAST ELEVATION (FAO I NO HOUSE) NEST ELEVATION (FAG I NO REAR )oo'A D [-20I.00 I ,� A-20I.00 „ _ F0F NEB SCALE: 514 = O 50ALE: 5/4 - I -O SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O"