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HomeMy WebLinkAbout50871-Z of SOOryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd COUNT4, � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46683 Date: 11/13/2025 THIS CERTIFIES that the building As built additions/alterations Location of Property: 685 Greenway W Orient, NY 11957 Sec/Block/Lot: 15.4-29 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/07/2024 Pursuant to which Building Permit No. 50871 and dated: 06/26/2024 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: "As built" addition and alterations, including finished basement, mini-split HVAC and roofed over deck, to existing single family dwelling as applied for. The certificate is issued to: Robert LaDuca,Leslee LaDuca Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50871 02/14/2025 PLUMBERS CERTIFICATION: Robert LaDuca 03/10/2025 Au hor ze Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y • r�ii�{ SOUTHOLD, NY o , 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#: 50871 Date: 6/26/2024 Permission is hereby granted to: LaDuca, Robert 685 Greenway W Orient, NY 11957 To: Legalize an "as built' finished basement, roof over deck and mini splits hvac system to include the removal of an existing shed in the side yard accessory to an existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 685 Greenway W, Orient SCTM # 473889 Sec/Block/Lot# 15.-1-29 Pursuant to application dated 5/7/2024 and approved by the Building Inspector. To expire on 12126/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,088.00 CO-ALTERATION TO DWELLING $100.00 Total: $1,188.00 Building Inspector ho��pF SO(/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA) • Q Southold,NY 11971-0959 ' �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert LaDuca Address: 685 Greenway West City: Orient St: NY Zip: 11957 Building Permit* 50871 Section: 15 Block: 1 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Indoor W Basement R Service F Solar F Outdoor I 1 st Floor F Pool F Spa I- Renovation r 2nd Floor Hot Tub r Generator Survey (✓ Attic (— Garage ri Battery Storage r INVENTORY Service 1 ph (- Heat Duplec Recpt 12 Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 8 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 7 4'LED 4 Exit Fixtures Other Equipment: 100A Sub Panel 24Circuit/ 19 Used, W/D Notes: " AS BUILT NO VISUAL DEFECTS " Finished Basement Inspector Signature: X - Date: February 14, 2025 Sean Devlin Electrical Inspector Sean.devlin(a-town.Southold.ny.us 685GreenwayW Basement OFF Town Town Hall Annex �r y® �y Telephone(631) 765-1802 54375 Main Road P. O. Box 1179 ®c x Southold, NY 11971-0959 RECEIVE BUILDING DEPARTMENT MAR 2025 TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATION Date: Building Permit No. — Owner: (Please print) Plumber: /*M L7 ��- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of MOLA Ch 20, -r� Gh Notary Public, l? County CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission ExplresAprll 14,2�� OF SOUTyO� 66 7 C 95 11 -ems wJ # TOW OF SOUTHOLD BUILDING DEPT. o � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: P V A C G15 bw t+ eed ?-rut c- 0 wtc,e-+ dins i c,� re Q4,, c o, tw_" © &�O p0QA e. DATE I AL-INSPECTOR "'g, hO��OF SOUTyO{o W� taS l:/t T��J # # SOUTHOD BUILDING DEP . OWN O v� "IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: J rA-F-00 (fic I h,&A DATE h, INSPECTOR SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. o m� 631-765-1802 INSPECTION [ ] FOUNDATION.1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION.2ND [ ] I LATION/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: u r 44L PA m.� rum- DATE 3 Lf 10 INSPECTOR r le wv•-r- air and include all results of tesrlsl anu r-• NOTICE: BUYER(S)of condominiums or PUDs may �` *' �OW N OF S ��J ���o�w . © •. ,NIT DEVELOPMENT(PUD) � �«�fl�edtoanYstrucfureinthecomplexdue_.._ OUTHOLD BUILDING DEP, . 631-765-1802 tv�--•� y�0�f SOU�yo / i # * TOWN OF SO THOLD BUILDING DEPT. INSPECTION U-) �"cu o 631-765-1802 [ ] FOUNDATION 1ST/REBAR ROUGH PLBG. C C N INSPECTION [ ] FOUNDATION 2ND [ } INSULATION/CAULKING �] FOUL 54TION 1ST/REBAR ( ] ROUGH PLBG. [ ] FRAMING/STRAPPING [ ] FINAL Lj--] FOII&TION 2ND [ ] INSULATION/CAULKING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FRl@+RG/STRAPPING [ ] FINAL [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL(FINAL) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL [ ] ELECTRICAL(ROUGH) [ E] ELECTRICAL(FINAL)[ ] CODE VIOLATION ( ] PRE C/O [ ] RENTAL REMARKS: A S u I P !A i .4 �, to . n REMARKS: H U A C a5 61C1 jf ! moped Seiryict 40U-t%et lou M!i J,If04 I 0A A sW) mctiln 6l-p ill✓ r►&,cJ fib do c� 01 /A / I DATE Z INSPECTOR DATE J I I a l INSPECTOR Ali _ fI1 S �. A 4F � 6 _ � A i Nl ♦ r n / r 1 IN m0 �! 2 tt �o \J T P A t. 1 i b 1 `mod. I r _4_` �All-ir A : � . ¥ � � . :k , (� \ ! 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ARB MIN.CIRCUIT AMPACITY 30A COURANT ADMISSIBLE MIN. MAX.OVERCURRENT PROTECTION 45A PROTECTION DE SURINTENSITE r DE COURANT MAX. DESIGN PRESSURE PRESSION DE SERVICE MAXIMALE HI 460 , LO 238 P�9 HAUT 460, BAS 238 pressbn/pot REFRIGERANT R41OA RIEFRIGI`RANT R41OA FACTORY CHARGED 126.0oz CHARGE EN USINE DATE NO. No DE DATE A RM ONDITIONER ModeANo.EUR N°de model .MURKUA N6OHr 1p�FApT�R(S MOTEUR(S)DE 0.21 F A VENTILATEUR A PC REFRIGERANT R41OA REFRIGERANT R410A OUTDOOR UNIT "T Z' cux,�s UNO 0IEII DATE NO N° DE DATE 2 8A o1AL NO N° DE SERIF 24 39788�Cl 05 0 r us E �G UIDE E q� 1 Vanawnlc Coryoralbn of North A— L0 5E360BU 5 SPUR Wfd— Cooling Efficiency Rating(SEER)' 16.5-18.5 h,s s,tam: -----. 01 y t q e pond 40 Jo on the y tractor na hlv Kh th t.The .,. ' h.b 9 R y ling w II v ry 51QMly in different t _ �g.o9r'N>hic regianS.ASM _ Heating --- yP°- oo.,5 - Etliciency Rating(Nsp" 9.5-10.0 rw.a r s i• Ito , JIM � a r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ `C FOUNDATION (2ND) z �O ROUGH FRAMING& V ) PLUMBING r� v 1 d r INSULATION PER N.Y. '3 STATE ENERGY CODE FINAL 1 ADDITIONAL COMMENTS 77licl I X4 pa J .jag _r h O a- 1 -2b Tv . x �a x d b H 4 ��o�OguFFOG �oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao� Telephone (631) 765-1802 Fax (631) 765-9502 b_ttps://www.southoldtownny.gov �Ik Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 8 PERMIT NO. �� Building Inspector: r MAY — 6 2024 Applications and forms must bdfilled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the,owner,an ;jytJTk,,,, ? ; 'b ''� `Ownees`Authorization form(Page 2)shall be completed. q, ✓� V `"c'"'N.;" Date: A q OWNER(S)OF PROPERTY: t -t— , q Name: ___.J__ cq—G-c^_._J__—.-- .SCTM# 1000- Project Address: Phone#: Emailq Mailing Address: __ _� _ CONTACT PERSON: Name: Mailing Address e ��7//��``Qy�� y' Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name r—.J10yL1 --..1 C ­t> (!.l!' ._.._ Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION El New Structure ❑Ad�_d�'ition ❑Alteration ❑Repair ❑Demolition Est"T .Cost of Project: Other Tr�1ae $ vs�� 0o Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes o goTJ4, eck, �9A DuCA)Tess PooF MOVE PROPERTY INFORMATION g use of property:Existing es�I�,�r,9,(� Intended use of property:___ -- ------------------- --------------.__—. GCS%�eh6;9�L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - this property? ❑Yes No IF YES, PROVIDE A COPY. _7b, bf----- -- - - u f f v1;-I;� L- yCheck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by pter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ��U-IZPT[fib VC�fi ❑Authorized Agent Owner Signature of Applicant: Date: STATE OF NEW YORK) .1.'.GC/� COUNTY OF SS: ) CONNIE 1).BUNCH Notary Public,State of New York / - No.01BU6185050 L���'��L�oU1_� being duly sworn, deposes and s@y&lt I (e)$effet Qq*i (Name of individual signing contract)above named, Commission Expires April 14,2Md (S)he is the �WI'1�� t P (Contra or,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 day of ' 20c)) S�v�CA Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) U I, 'e^ residing at D �J do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrift4egogTOWN OF SOUTHOLTown Hall Annex - 54375 Main RoO�Wx T16'92024 ,�- rill Southold, New York 11971-0959 .,ij0 ao Telephone (631) 765-1802 - FAX (631 P rR artment jamesh(a-southoldtownny.gov seand(a�sout l'�t8�nr`fifh1 I APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: -- Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: CA Address: it/ Cross Street: qteem We i9S Phone No.: ' Bldg.Permit#:� r��z71 email: d Mt- Co Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /4)10Z e0nJ1_�Cv7'/tiJ _4 s4i 11 02Ole Square Footage: /©pc) 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 5KOverhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION gUFfptk :` BUILDING DEPARTMENT- Electri t n4egbg Oro@* W CMG TOWN OF SOUTHOL Town Hall Annex - 54375 Main Ro O 'x T1679?024 Southold, New York 11971-0959 o1oTelephone (631) 765-1802 - FAX (631 PugWi-45l�artment �1 . jamesh(cDsoutholdtownny.gov — seand(cr soutfl'6t6t"WO APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: e L-� CA Address: � eo 14,1 Cross Street: 1e-e-n L 4S Phone No.: ,� Bldg.Permit#:� f-� -71 email: () ?sue Mt. Co Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1� COAAi4ic)71041 -Ti, gj� , ����'-� �5� ►� Square Footage: lOoe) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES FA NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire Reconnect[]Flood ReconnectOService ReconnectQUnderground OKOverhead # Underground Laterals 1 2 F H Frame D Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches,. Outlets GFI's , I I Surface Sconces '. H H's I ` l UC Lts' Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water BondLights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo Cook top Minisplit Blower ' AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments ti5 MTV 5 A401A 30 t("zj �r .� S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 1 LOT(S):29 THIS SURVEY WAS ALTERED BY: '00""Of0� D'AMARO ENGINEERING AND SURVEYING, P.C.• �' � D °°••.r y e 20 MARIPOSA LANE h;�0 MANORVILLE, NY 11949 �P 631-878-7808 , SURVEY UPDATED&CORRECTED: MARCH 18,2024 u'�6t' olti°�•' e ALTERATIONS (IN RED) >in t EIr � 11� ERRONEOUS METES AND NORTH ARROW CORRECTED n�t�fid1H ADDED GRAVEL PARKING, FENCES, INVERTER AND WOOD COPINGS w NORTH SEA DRIVE CERTIFIED TO: w ROBERT LADUCA " LAND N/F OF LINDA OATS SURVEY No. S24012 IN 80° 2.2'W E 36 0 ' 0" C ' ` METALFENC N CHAIN I-6'N E'4'Ht b LINK FENCE-4'Ht g !SUES 134.00' 1 ' r � MOH. WALL-MOUNTED r INVERTER WELL co r wgLk OUT: :'ae.4:.:... ® o r -SEPnC OF�AR r ': � N� o: o ONE r ,, 0,1,2.0• ip ji ''`ir::: �.. COOP a OVERHEAD I SEPTIC m :'y �� WjRFS .. U.P. ::::::: i:i: #6. STK. COVERED .�'2�4':•�.:•::•:• Q r �•� WOOD DECK o T� = r ` OVER CONC. �1 2 o STAKE r ` PATIO #10'0/S 2 r STAKE .` Q sr" o r ` o o r STK. 144 r STK. 40 [T7 } STAKE S r $0 POND i r \ � RAM .V � rt 1 c .. rnov d CU I r P41,VF4 �M' O i 110' s a.,w Nc 42.9, cy 7.8'W 000 COF'/NG 2 ° Clj STAKE l'' V' o co LANDWARD EDGE OF FRESHWATER WETLANDS STAKE AS DELINEATED BYUFFOLK ENVIRONMENTAL CONSULTING INC. AUG. 9, 2010 IS OOF°36b0111 8s, MON. LAND N PErTYS IGHT ASSOC. INC. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 22,768.63 SQ.FT. or 0.52 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 77?UE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRU&7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF. LOT 12 •� CERTIFIED TO: ROBERT LADUCA; MAP OF: GREEN ACRES FILED: APRIL 13, 1962 No.3540 y SITUATED AT: ORIENT ^: ° v. TOWN OF: SOUTHOLD '« p KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK fir: Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #19-91 SCALE:1 =30' DATE:JULY 10, 2019 t � 9 A PHONE (631)298-1588 FAX (631) 298-1888 N.Y.S. LJ . d.�050882 maintaining the records of Robert J. Hennessy & Kenneth AL lloyehuk I ____ _. o af ' f i ' GRANDVIEW/BETTERVIEW PATIO ROOM STRUCTURAL STABILITY FROM RACKING I Seaway Mfg. Corp: Sunroom. Engineering Code Compliance Packet GRANDVIEW/ BETTERVIEW PATiO ROOMS: GABLE STYLE SECTION A/AA:FOUNDATION CONNECTION SECTION B1:GV SILL STARTER f Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. APPROVED AS NOTED ; ' Haw to Use the Engineering Code Packet: Wind S eed 10 FT 11 FT 12 FT 13 FT 14 FT 15 FT 16 FT 17 FT 18 FT 19 FT 20 FT DETAIL F This packet is designead to provide basic construction details&design criteria for both the gable&studio style roofs for Seaway's Grandview&Betterview sunroom systems. Final g0 MPH 9'-0" 9'-0" 9'-0" 9=5" 9'-10" 10'-3" 10`-9" 11'-2" 1'-7" 12'-0" 12'-5" SECTION H FnSTENER T OCATiOV 3/8" USE FOR WIMDSI'EE[[x,a100MPH sunroom design&construction will be based on the limiting constraints from each of the five tables(Racking Table,Post Spacing,Wind Speed Matrix,General Notes,&Load SECTION H ON GABLE ROOMS ONLY „ . w 1 11 , is , n , + w + „ , „ . -7 Span Tables)that net t the envi will be at design loads. Ling o constraint- design is relatively easy,but is an iterative process. 100 MPH 11-1" 11-1 11-1 11-7 12'-2" 12'-8- 13'-3" 13'-9- 14-3 14'-10- 15'-4" - STEEL x 1•x SHE DA •�� Z B,P,# D 1 i r un r u s ee r n + r un n q , w a w w r a F.XTFl1SQR STEEL'WASIHERPLATE" � ; I, Start by obtaining the environmental design loads through the permit process for your area from your local building authority(wind speed&ground snow load). 110 MPH 13-5 13-5 13-5 14-0 14$' 15-4 16-0 18-$ 17-3 17-11 18-7 DETAILS CTION E I-^-� FOR WOOD DECK,r PLYWOOD ON I " F �I I, BS,00 BY: 2. Review the Rmcking Table based on your wind speed and proposed room projection. The tabulated value is the minimum width required to structurally resist the lateral 120 MPH 16-11" 15'-11" 15'-11" 16'-8 if 17'-6" 18'-3" 19'-0" 19'-9" 26Q7" 21'-4" 22'-111 ONLY,use lrz n ij qrn:rP ER _ 3/g"TYp 3/8 TYP ; wind loads. rJetermine if the proposed swuoom width is Beater than the"Min 131dg Width"fisted in the table. If not,either increase sunroom width and/or decrease r w r ,. . „ , " + w . w . w . n " . w w rkCR OVNR man FRI:r PAPER 130 MPH 18-8 18-8 18-8 19-7 20-G 21-5 22-4 23-3 24 1 25-0 25 11 2" T 1 NOTIFY BUILDING DEPARTMENT AT sunroom projection DETAIL UD 3. Review the Wrind Speed Matrix to determine if the tabulated wind speed based on the proposed sunroorn size is greater.than or equal to the design wind speed. If the NOTE: M1111II1111I1 Building �Vldt SECTION C7 ca DETAIL Intl SECTION E (TYP.CONCRETE) I I 631-765-1802 8AM TO 4PM FORTH E �� i �" SECTION C1 C4 CAPACITY OF EXISTING FOUNDATION tabulated atinrd spud is less than the design wind speed,then the proposed sumoom size mnvt be reduced,and sR;t#2 must be repeated for the smaller slmroom size. Tables „ , ( _ TO RESIST LOADS FROM PATIO ROOM I , ( FOLLOWING INSPECTIONS: j Testing is based on shear diaphragm testing of a sal{assembly for wind load only(See FET test report T227 99 ,,,�,,g OVERHANG WERE:NOl CONSIUEREU IN I HIS i are dynamic,lbased On sunroom width&projection,and are separated by roof type,post spacing,and header&mullion configuration. In general,locations in wind zones for materials and setup requirements). Wall height of T. %M�'" UP TO 12" ANALYSIS j j FOUNDATION-TWO REQUIRED >90mph tegaiire Gable/Raceway Post headers&mullions. *Assumes summation of windward&leeward pressures,MWFRS,Exposure C. r D AIL Ira ' FOR POURED CONCRETE � 4. .Review the Paost Spacing Table to determine if proposed header and mullion configuration can resist the design ground snow load. Allowable loads for post spacings are *To account for use of transoms,use the following transom factors:For 12"transom(wall height upto 100.60), I ar SECTI N C1 TING MUST HAVE FULL EMBEDDIIENT OF ALL LAGS INTO JOISTS OR BAND BOARD, based on roofPtype,two standard post spacings(72.25"&96.375"),and header&mullion configuration. Load retrying capability can be increased by deemassng the past multiply Min Bldg%Nridth 1.1 R5,and for transoms I AN MUST HAVE FULL EMB-DDMENT OF ALL TAPCONS INTO CONCRETE TO BE USED WNDER GABLE&CORNER ROUGH-FRAMING&PLUMBING p y g by greater than 12"and upto 1 R"(wail height upto't 06.6"), ( LOUSE - i spatting and/or using a"heavier"header&mullion configuration. If post spacing and/or header&mullion confi]rvration changes,repeat steps tf2 through 1t4, In general, multiply Min Bldg Width by 1.25- The product will be the new Min Bldg Width. SEC N DID WALL *TYP.FASTENERS:TAPCONS INTO CONCRETE OR LAGS INTO WOOD POST ON GRANDVIEW ONLY I locations withh a ground snow load>65psf require Gable/Raceway Post headers&mullions. r�� S CTION •INTO CONCRETE:90.130 MPH USE 1/4-0 X r TAPCONS-24"O.C. INSULATION *Linear interpolation is allowable for Min Bldg Width at other projections&for the transom factor for other '"�t(�- � SECTIo D1DD 5. Review the Lcoad Span Tables to determine if the roof panel,based an roof style,panel length,and panel thickness,can resist both the design wind&snow loads. The loads transom het ts. �rlf SECTION 1-05 INTO WOOD:90-130 MPH USE 1/4"O X 4"LAGS-24"O.C. FINAL-CONSTRUCTION MUST tabulated acccount for max bending stress,max shear stress,&dcflection loads. Use deflection limit of L/120 for snow load. Load carrying capability can be increased by increasing parcel thickness and/or decreasing panel length, it'propclsecl sunroom size is reduced due to a load-span requirement of the panel,repeat steps#z through#S, Wind Speed Matrix GABLE STUDIC SECTION 82:STEEL PLATES&LAGS BE COMPLETE FOR C.O. 6. Review the G4eneral Notes for further instructions or fastener schedules on critical connections to determine what additional fasteners are required for different loading Max mmn wind speeds fmctvrevanain style mom DETAIL 63 _ DETAIL Cl: V VERTICAL MULLION SECTION C2:GABLE POST MULLION uting simplcamllion codsanactiont2.2s' ) DETAIL B3 SECTION G UNDER GV GABLE POST ALL CONSTRUCTION SHALL MEET THE Maximum wind speeds for GViBV gable style room using simple mullion construction(72,25"spWinb) 0'Transom 12'Ts 18'Trenstxn I 0 SECTION A/AA COIIdltianS. •. •. . 7. Review the FmtLndaHon Fastener Schedule for qty of lag sL7t'wS of Tapcans required under each vertical post. Also,this schedule serves as a basic visual representation of Pronnrtdta ' 1a' 15 1s 1T 1a' 79 2t7 21' 2z 23' 24' iPro list Ag VfRdens• A9 V6,ths' Ag tNldths• y - ff ,, .;••r ,: ,• , 7/8"TYP. SINGLE H-MULLION;90 MPH ONLY 31/4'X 310 2 PC. REQUIREMENTS OF THE CODES 0 j orTrarssnm 1oa1f10 ,tloltoa 100/100 1oon0o IF_ loattlo tease 11xI90 solNA s0rtln NA 1r 100r1� sewA A FOUND ATIONOEPiH.: NOM.4"CONCRETE __ �ij A�P) GABLE POSIT w YORK STATE" NOT RESPONSIBLE FOR ! what SISIITWti17 sizes are available based On wind speed&roof style. 12•Trans" t)0/NA 9WPIA 90WA 90iNA 901NA 90MA 90/NA NA NA NA 13' 100/100 90AA NA (SET:GENERAL NOTES) ..;- - _. VINYL WINDOW FRAME 31/4 i :t CONCRETE SLAB OR WOOD DECK )3 B PANEL DESIGN OR CONSTRUCTION ERRORS ' IErTransom NA I . NA NA NA NA NA NA NA NA 1I 10on00 WA A ., FRONT ELEVATION FOUNDATION DONE BY OTHERS = •A vwkctiomupto2A'.+sssumcsnohm&f$Pores.RcfcutaLkhtitnaWCLf�aesu N&Ll:tsiz,mmi�oaswhms liable- 15 100/100 rt NA ro --'- - r- . 16' 90/90 n NA (SEE GENERAL NOTES) o __ _ __ •`•`. I ` • Post Spacing; ' studio Style Gable Style Use of Structural Adhesive(Novaflex 100): MuximuatwindspeedsforUVAlvgablestyleroomusingGV-9=",sy/GV•Gabldriv4;abIepostmullions&headers(n.25"spacing) •Ao.i",%-24'.ne'mxfn"tadwxA-Rdf *lk,ail., C1 DETAIL B3:HORIZ.&VERT.POST CONNECTION 2, -' - - --- - oc A '•' Ground Snow load Fquulvelanis 8'span 8's 8's 8's n 5 s 6' 8' n 8 n As with all adhesives surface preparation In Imperative 10 achieving 1Pmj i + 14' 15 18 t 7 18' 19' 20' 21' 27 23' 24' s°*"r aO'�' '��'0"'+""DDDrdd DETAIL 1:POST HEADER CONNEC110NI m Lu A- + MulgmslF•leaderss� 2 root 2 rod 2 roof root 2 rod 2 roof 2 rod 2 rml optimalperformance.It Isrecemm�xithatalsurbmthatthe Maximum*indgxtdsforGIV/Hvtudiostyteteen ra Ate•—•. — --• F •'+'• '.. t O'Trarssom 140/120 140/110 130/110 130/110 120/110 120/100 120/100 12 1100 1101100 110/90 111)/9(t � Gy_IUccway/GV-GaMtcBYrab� O �_ _ —A c&cs c.will corm into contax with(ic window 6'Sr:ms&alum , Port POST BRACKET t- _ i aenarvlewpasttwtmuttimts fi063T 87psf 67pst 3spsf 36psf saps, 98psf 53psf 04M 12"Transom 1301100 1201,m 1201100 12019D ,t0190 1lolso 110/90 1101NA 100MA ,001NA 1001NA mulb'Ims&headers M25-.%Mcie - (BV � 0 •. A . +' COMPLY WITH ALL CODES OF t ehaPacts)be wiped down with land th;,m c,minas V;rits or 1E•rtensom 110/90 i t o/90 ,00/90 lease 1ooRJA 1ooMA 901NA 90!!NA 901NA 90/NA SOMA ( Y) to e ` eatatewlaw post(600ST5) 67pst 67pst 36psf 36psf 98psf Saw 53ps1 fiW tabbing alcohol to ensure thesc outing snfucsamfrccfmmdirt, , O'Transom ="ftAl som SLiPSiNfOPOST W --- ------- ° +:•,' A . . NEW YORK STATE &TOWN CODES,denote,and/or oily,Oros.l,ikcu i c follow all appTcation All projections upto 20' ro'/wi N Wldgls Ix 0 M r . lowatjambSupporttw/Mullions(6003T5) 67psf 07psf 36psf 30Ds1 98Psf 98P5t 1 l instructions andtatretimesspecirwtotheadhmim 1T 170/150 0 NOM•.080WALLSBVHKrntrlporna(PanitelKnecwdl)(606373) 32psf WA WA WA slpsr' WA WA NiA MaximtmtwindspeedsforGVgablestylemomonlyusing2pcClampRacewaymullions&Raceslay/GabkYosthtudsrs(7233"gpting) ,� 170f150 10 SECTION01 I "' REQU ED AND CONDITIONS OF aVH.muWns(GlasssKnoowsn)(606345) 67 t 67 36 36 98psf 98psf 53psr 53pd 1pmj/Kidm-. 14' 15' tG 1T 18' 19 20 2" 27 fi 24' 4' 150/130 0POST LOCAT(ONOFLAGSCREWS, wWind3 CCd COIIYt 5tOl1s: o•Transom 120 ,zo120120 120 "' 120 120 110 110 1t0 15 130/tzo SILL STARTER For a Gable Room; MUST HAVE FULL EMBEDDMENT OF ALL FASTENERS 3/16"0 SILICONE BEAD;TYP YP 3/4 TYP. SOUTHOLD TONlN ZBA GV H-Mu�onlChaseaway Mnmon(6005 T5 67psf 87pd 36psf 36psf gapst 98po 53psf 63psf p • " •20'X 16'MAX.ROOM SIZE BETTERVIEW USES 31/4"X 3 1/4'POST _7 2pc Clampp Chasewa 6063.76 67 f 6Tpe 36psf 36psf tt8psf 98Dsf 53psr fi3psf Formnoicipalitics using the 2009I&CABC&2012 But'thcsc codes 1121 Transom 110 110 110 110 110 110 110 110 100 100 100 16 110l100 90/h Nq 90mph use(2)-#8X5/8 FLANKED IN/NrOWTHERMALLY BR4KF�J Y t ) Ps use thcaamcbasicwindspecd andmmps as ASCE 7-05.For l8"7ransorn 100 100 100 Ice 100 100 100 90 90 90 90 TEK(each side)at house *REFER TO FASTENER SCHEDULE FOR NO. *FASTENER A,USE#8X1-1l4"AT TOP, , H�nul uoNs. SOUTHOID TOWN PLANNING BOAFP Grandvlewpost Waxi lPons(600ST5) 67 r G7 38psf Wixf 9817d 08psf Mpd &I' municipalities using Mc 2012 r8C&2015 iRCAGC�Nose codes use 'SPt'cds.90mph aquke a otch;ng of2pe Clamp Raceway&fastcarrs.Sec Section CS. Mrdmtmt wind speeds forGn'stad slyk mom only 0 wall u-channel,comer. OF REQUIRED FASTENERS FOR WIND SPEED MIDDLE.&BOTTOM OF FRAME. *USE CONNECTI©N OPTION A FOR INTERNAL UPto 12' Upto 18' UPto l2' Upto 18' UDto 12' Upto 18' UptO t Y UPm 1$' the same basic windgwd(Vult)and maps as ASCE 7-10.T hough •Alt pri jcxtiran into 20' using 2pc Clamp Raceway mtuMansk Raceway/Gahla ' Refer to 0 AND ROOM SIZE PRE-DRILL HOLES. UTHOID TOWN TRUSTEES i Ile basic windspcad increased with the adoption of ASCE 7-10,tbo post headers(TL25'spacingy O post,&gable post , t;-MULLI NS OR 8 FOR EXTERtlAL Tram a>trs Transom Transom Transom Transom Transom Transom 7rarsom �ttingwindprem m londstn the wnt%&nwrorthetatm x n am Maximum wind fwUV/RV blcstyle mom usingGV-R=cws/GVdisbWRV-Gable post mullions 96315" Foundation ONLY(6)LAGS CAN BE INSERTED WITHIN *SiLiCONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS. I.A.S.DEC*Asamles a single qm 116'pmjection it asu ung,&no transom on stadio style mom,and a 20'width,LY v-diang.&no tiransem on gable style man y t!O ( 'a FASTENER A •TCK screw must ! equivakat,within acceptable eagmariag tolerance,to was 0'Trarerun 12 Taixn 18•Trmatsr Fastener Schedule THE CROSS-SECTION OF THE POST *USE NOVAFLEX 100 SILICONE • �• � D�V calcahLedusingOmASCET-0Sstands•d.Toconverttie Pro Mr 14' 15' 16' 1T 18' 1s' 2D 2T 22' 23' 24' lPro'/wi AlWldttrs Agwthtt AllWldttrs for ofta penetratehoriz.post USE1/4"STEEL WASHERS UPTO100MPH * (A)PREDRILL,UIS(PAXCAK . Mullions/Headcrrs c hcadcr plus) r Post Post Post Post Post Post Post Ptst 0•Transom 12utttxl 120/100 11at100 110190 110190 1 tpl� 100/90 100/NA 1001NA 1001NH 90/NA tr 120 1) 100 qtY 8 ALL VINYL WINDOWS TO BE SO�CONED SIMILARLY W/LOW-PROFILE(PANCAKE)HEAD(�24'OC SOUTHOLD HPiV windspeetls used m the 201216C&201 S IRG'IBC to those used in 6CfC1V5. 7B•(TYP) `PRE-DRILL LAG HOLES USING 11/64'0 BIT •REFER TO REPORT-SEAWAY001:31L1CONE BOND *(B)USE#SX518'.24.O,C. SLHD 5enerv4ew Gable postt wl n uIllons(W35•T5) +109Pst +100pst +100psi +100PST +100mr +100per +100psr +10(esf this sunroom engineering packet,use the following conversion table 12'Transom 110190 110/NA 100/NA t00MA ,OOMA 1001NA SOMA 9DAJA 90/NA SOMA 80JNA 13 120 11 100 +100psf +t00psf +100psf +100psf +100pst +100psf +tlx)psf. +104sf 10"Transom UNA 90NA 9(t/NA OWNA SOMA NA NA NA NA NA NA 14' 120 19 100 HetteMeaw Gable post(6005T5) *AllpntjLclimsstgrtu20 ,5 120 1r 9Q » i GV Gablc Post a 90mph:use(3)_#8x5/8"at sill,each side(Fastener A) * p SECTION C3:BV VERTICAL MULLION SECTION C4:GV RACEWAY MULLION SECT I+ON C5:GV CLAMP RACEWAY GVGablalRatewayposttw/mtdWns(600ST5) +100psf +100p +t00psf +t00psf +t00pst +100psf +100psf +100st Va,d a V,� Vadt =Vam ,8 110 NIA ♦ „ GVCotxterPoatC90nrph:trter(2}"Sx5/8"atsitl&tteadtreacAside tasteaerA - Upto 1Y Vigo,e' U"12' Upto,B' Upto 12• Upto IV Upto 17 Upts18" yD mph = 116 mph 115 mph = 89 m h *The Wind Speed hfatrix charts tabulate the safe win&speed(mph)for the aluminum frame bated on its construction. •sp=6>90nrph require ta�bingt2pe Claatp *BV fable Post i 90m h,use internal ( ) a • . _ _B B B B Transom Transoms Transom Transom Transom Transom Transom Trantan P P P P Assumes Com nests&Cladding Ex C. The indicated valves are to be trod: Grandview winds 8etten iewwind Raceway&fa.4mcrs.See S�timrs, • P ' post bnteke4(3'}118x5/8"at sill,each stele(Fastener INTERNAL JMIB SUPPORT i"• aB rep. rim..n:aba m� ELECTRICAL gl span pmjectinn&o r m erban an studios le mom,ant a_4'width&r r dim Tar le x le rrwu Grmter Inds ma he atible ha 100 mph 129 mph 120 mph = 93 m h speed po JI( P Q. PeLtl Maximum wind BV Corner post 90mplt use inraaal post bracket,(Z)d18x518^at sill&header,each side B (TYP) ! I 0.7h0 S"rcw","pa d msb"b... ` •Assumes a air e I I T g ry ^ g gat+ tY Y pn P = P P P speeds for GMYEl mho style room (Fastener A).Use(9)screws to attach post bracket to underside of 2pc header. - Wmdd aced rate*by deceased design profcssiom6 110 mph = 142 mph 130 mph = 101 mph * Maxianun wind speed for a studio style sunroom is dictated by torn proiWdoa,and is unchanged by roam width. using GV-Racaway/GvGsbJIc/8 ablc pat +Use post bracket at each end of at Vert or Horiz a I `Smlcmmlly the GV gabAc post,GV rac,mmy post,DV Gable post me eompar 1-4c in strcngOr. post(BV only) A A — — 1 Sunroomwidthsl larger than rovidedthatthereisno / INSPECTI0.1 REQUIRED •6•spans arc 72.25%Irsypansam96.375'. I 120 m h = 155m h 140m h = 103m h >�e D mquiremerltforanintermediate mullions&hcadca(96,375"'spaq) ' *For other wind speeds,see General Not" A —A I P P P P b and blehat:ewa t header&mullion mustmction is used.Use(he Studio tables based on ro'eLlion lax *Use Post Bracket at each vertical post intersection For BV RACEWAY A 1 ". *Allowable ground snmw loads for both spans and both transom heights are dictated by the allowable load on the bca&r. b'a Y N P J 0'Tranwm 12"T. Is*Transom Po =44I *111c above data dos nos include loading from unbalanced,drifting,or sliding snow. 130 mph = 168 mph 150 mph = 116 mph extrapolate wind speed for the proposed room width. post headers. Similar to Detail B3. I CAVITY 1Pro•Iwidt AllMdths A1111ths N11YMIhs *The abuts data incrtuicssa dead lad of spsr:zopsr for rourpsnels&L2psr tor shingles. 140 mph = 181 mph 160 mph = 124 mph *The above tabulated wind speeds are bated(m a combined lateral wind load&vertical load of5psf dead load+35psf 12' 1701140 140o 1301100 *Use similar connection for studio room headers. L-—— __. I A A ' •S=vjoMshsvcatedartionfu-Wof0.7farlowslopewo&perSwfion?Aoft4CE17-05.=umes•a cold"aadwtrs*,perytwirsuram Pr-0.7CsCeCIIPs grmind snow food(Dead(trthis'2.8psfforpanefweight and 2.2psffor81phattshingfes) 13' 1AI/R0 1300 1XV100 *RefertoGeneralNOtm,Detail1.f0rfastertergty. \ / PLUMBER BER CERTIFICATION lf�ii�FiTiO�L •Pzrmof snow load C�r.O,Ce�.9,Ct t.t,t=t o,rg=gmnnd smw toad 170 mph = 132 mph *Above date can be used to size Enclosed of O IT 1501130 i lao tpplgp 1.25"TEK scrrn i •n;s table only applics t to the roof supposing stracture.Roorpancl loads cvaktatal seperatcty. pen spa structures. •_ •Based on 1.65 safety faodor forcolumn buckling&lending per Aluminum Design Manual,and 100.6"&106.6"wan height for Ir&I8•transom•resperrWy. 180 mph = 139 mph *Max stock length for 2pc bIc po i5 21',For header spans>21',2pc Hradermust be used in conjunction with GV- 15 1101100 9W 9NNA SECTION H:RIDGE BEAM CONNECTIONS A A i A A I I (12woc) ON LEAD CONTENT BEFORE *Above damwnben9cdIto size Enclosed orOpmswcmrm Raceway/OV-0a61e/BV Gableposk 1 llwtoo 9oA NA DETAIL II:H-MULLION HEADER CONNECTION J A - A CERTIFICATE OF OCCUPANCY l *SiNGLE H-MULLION CONSTRUC110M ONLY;9D MPH LVL RIDGE BEA II B B I n n • SIZE BEAM PER MFG, H eV H-MUU10N #8 X 5R1"-24"O.C.CANT EXCEED Yr TN LENGTH GRANDVIEWONLY 1a,D.C. "LAGSCRIIN PRF-DRTLLOirmMULLTONwALLwrmwie,HOLE. 5/8"TEKscre,vC ✓OLDER USED 1P�YtlATEi� , GENERAL iwOTES LOAD SPAN TABLES: 3 &6 ROOF SYSTEM tr e I APPLICABLE INSTRUCTIONS BV PATIO Sl1DER JAMB '20'X 18'MAX.ROOM SIZE 18'O.C. f3V SILL STARTER sill starter&header Seaway Mfg's Engiineering Code Packet does not make any claims about the structural capacity of the existing structure thesunroom is being attached to. Therefore,structural capacity Single Span Design:3"Alum/Alum Panel with l4r ms Single Span Design:6"Allm/OSB/Alum Panel wv/Barns ALL eXPOSED SURFACES WOOD STRIP . • *Use fasteners A for internal connection or *Use for vertilc8l mullion or Fan-beam onlyt CelIllKlt be SUPPLY.SYSTEM. CANNOT of the foundatation i(concrete slab or deck),existing house wall to resist superimposed Loads from the sunroom,and/or existing roof overhang to resist superimposed loads from the Span Allowable Ground Wind Uplift Loads Span Allowable Ground Wind Upliftt Lois (PITCH ANGLE) Use X 1-TEK s'O.(Fasteners Al pre-drill to holes used 1106-ataN or as sax sunroom were not c onsidered in the engineering evaluation herein. TO RECOVERED Willi + Y pport post for an LVL i Use 1r8x5,8'TEK sue* anener B)to attach to sit[&,leader. faSteDtns B for external connection •Always LLte Fastener A. EXCEED 2/1 O OF 1°fa LE/',D. � I I COIL.STOCK A1J tM, PANEL CAP *Intemal iamb support used for mulling adiacentpa6o Slider *No screws or sharp opjections can penLtrdte into *For 90mph,atttach using Nuvaflex 100(Siln7 to Cl). j iF g Length Snow Load(PSF) Length Snow Load(PSF) HOLLOW INSIDE '.'.`. . Door. ' , tivvay Mullions U120 U180 L/240 Pressure Gable SbJdio U120 U180 U240 Pressure GaMts -Studio I 1 MULLION •*•• *internal Jamb aupponrFLmullion must span from sin to header. the raceway cavity. For>90mph„notch back 7/8"on all flanges(both ends) Section A/AA: Section B3 Studio Room:UsingPost/RaC '• •Use of internal Jamb support in lieu orti-mullion is optional, so that mullion out be seated into sill&header,and . *All lags screws rmust have full thread embedment Into joist or band board per For GV Studio:Mullions T 173 120 90 121 +120mph+120mph $ 203 157 119 83 +12(Omph,120mph I I DETAIL C1 fastened using fasteners B. PLUMBING 4th ed.Timb)er Construction Manual. *90-120mph,use(2)#8x5l8"screws(each slde),at sill&2pc header(Fastener A),for upto 8' 126 90 67 95 i20mph+120mph 9' 183 135 102 66 +1200mph 120mph i I PANEL *All Tapcons mustt have full thread embedment into concrete. 96.375"spacings. 9' 93 70 52 74 +120mph +120mph 10' 163 114 86 53 p 2 h I ` — -' •Ail fasteners into treated lumber to be hot dipped galvanized(or egtvelant), *130mph,use(3)#8x518"screws(each side),at sill&2pc header(Fastener A).for upto +1200m +1 Omp I HANGER ALL PLUMBING WASTE {3)3/8 P1Y.3" &WATER LINES REED &use standard 1/4"0 galvanized washer. 96.375"spacings. 10' 72 56 42 59 +120mph+120mph 11' 147 99 74 44 +12ODmph+120mph I l LAGS.90-130 MPH SECTION D:GV CORNER POST SECTION DD:BV CORNER POST j SECTION E: 2PC HEAD SUPPORT( TESTN, 13 BEFORE.COVERING Section B1: GV Studio Comer Post: A � 11' S7 45 34 48 +120mph+120mph 12' 129 86 64 38 +1200mph 1120mph I BOTH SIDES For Grandview rooms only;use steel plates under gable post&comer post If *For GV,90-110mph,use(3)#8x5f8"screws,each side(FastenerA),at sill&2pc header,for 12' 46 38 27 40 120mph+120mph 13' 113 76 56 32 +12o0mph 120mph DETAIL C7 i SECTION C2/C4 windspeed is>1010mph. Otherwise,use standard 1/4"0 steel washer with 8'fenestration flanking the tmrrter post 13' 38 31 23 33 +120mph+12omph 14' 99 66 50 28 120►mp +120mph *WINDOW FRAME IS SILICONED AROUND PERIMETER,SEE DETAIL Cl .�.'.'. '+�' .1 fasteners into slab or deck. *For GV,120-130mph,use(4)#8x518'screws,each side(Fastener A),at sill&2pc header, 14' 32 26 20 28 120mph +120m h 15' 87 59 44 25 1101mp 120mph *USE NOVAFLEX 100 SILICONE GABLE t`rd�.l{.1®nr 3 t/4"SQ.CORNER POST t for 8'fenestration flanking the corner posL 15' 28 23 17 24 110m h 12Gm h 16' 77 51 39 22 1001m h t Ion h *REFER TO REPORT-SEAWAY001:SILICONE BOND P 7/8* TY REQUIRED IN ALL CONSTRUCTION ».• +• ", Gelb tic Lion I — U 3 Section 82&D/DD: Fasten maximum 6 lags directly udder the post. For BV Studio Mullions: 1& 24 20 15 21 loom h l Oft h 17' 69 46 34 20 Dhl S an 00tn h P31 THERMAL AL 7/8'TYP: ,1 'Be �:equircd *90-11Omph,use(3)#8x5/8"strews(each side)&post bracket,at sill& *Safety Factors'Shear�.0(Wind&Snow),Bending=2,5(Snow),2A(Wind) 'Safety Factors•Shearx3,0(iMnd&Snow),Sending=3i (ft Snow) ' Section C4105:CIlamp Raceway,Raceway Post,Ctrasetvay Header&Mullion 2pc header(Fastener A),for upto 96.375"spacings. Use(9)screws to attach post • • U CHANNEL i Per NEC 2002,non objects that could chafe a wire,such as screws,Waits,or bracket to underside of 2pc header. G RAN DV i EW/ B ETTE RVi EVi/ PATIO ROOMS: STUDIO STYLE n •'• •' '•'•' •SX •. Double Span Design FASTENER A; Refer to Genera) (2)#8X5/8", abrasive objects,(can protrude into the raceway cavity. Must use plastic or rubber *120-130mph,use(4)#ax.SIW screws(each side)&post bracket,at sill& P - + ; r - ALSO REFER ' header(Fastener p spacings. ( post p p Notes,i?etail F.for TO DETAIL F grommets for earth hole thru the Mum. 2pc ( ),for ri to 96.375"s cis s. Use 12)screws to attach st Span Gr.Snow Loads Wind Uplift Loads Wind Uplift Loads �,,��rt, _i PPJEL DETAIL F Qty, . .. bracket to underside of 2pc header. Length 3" 6" 3"AlumlAtum w/I-beams 6"AlumIOSB/Alum w/Battens �pu`�%�OfECTION SECTION K SEcnoN K g --- - - - I a j Section E: 1 U120 JL/120 Pressure Gable Studio Pressure Gable Studio /' a `a I - 2pc Header , -'' GV Gable post,GV Raceway,or BV snow load post can be used with the 2pc BV Studio Comer Post: m -+_+ in head support for longer spans or greater roof loads. Raceway and 2pc Gable *For BV,90-110mph,use Internal pat bracket,use(3)#Bx5/8"screws(each side), 12 93 216 65 +120mph+120mph 74 +120mph+120mph "/ - P g i3 78 200 54 +120m h+12thn h 64 +t20m h+12Om h DETAIL-SECTION "' - ;--�-A' ' W f n n w/chaseway i post are structuratlly Interchangeable. at sift&2pc header(Fastener)),far upto 8'fenestration flankin the wren post w *90mph,Fasteneir B not required for single span,use Novaflex 100 Attach post bracket to undersib of 2pc header using(9)-#8x5/8"screws. 14' 66 185 46 +120mph +12(hnph 55 +I 20m h+I 20m h I -DETAIL J DETAIL Ill SEC ION E 1i -"I'-i-I- 8 � i *90mph,Fastenelr B.24"O.C.for double spans "For BV,120-130mph,use internal pst bracket,use(4)•#i8x5/8"screws(each side), P P P P I E( IL WV - o m *I oomph,Fastener B,24"O.C.(single&double spans) at slfl&2pe header(Fastener q,for upto 8'fenestration flanking the comer post 15' 56 173 39 +120mph +120mph4$ +120m h+120m h i pljtll %T a q o LL FASTENER B SEE GENERAL*I I Omph,Fastenner B,i 8"O.C.(s)n9le&double spans) Attach post bracket to undersle of 2pc header using(12)#8x5/8'screws 16' 49 1152 34 +120m h 120m h 43 +120m h+12 h I DETAi Ira --- _ _ _ NOTES(SECTION E) a 120mph,Fastener B,16"O.C.(single&double spans) 1T 43 146 30 +120mph 1 lOmph 38 ph+1ZOmph -SECT ON c1-c1 -- •130mph,Fastener B.12"O.C.(single&double spans)*Studio Only* Section B3 Gable Room: +12ihn lfi OVERHANG sECTf N c1 c4 'FASTENER a SINGLE SPlAN.90 MPH-Not RaQu4el tMa Novaflex 100 p I n `FA4TEFER a_DOtJ[lEfPrAN.4r4li0 MPN USE aeBX,VA'QA,'1!•O.C. I For BV 100-120m h'Use t herder&post mullions RtJ� M UP TO 12• (ETNL I/II- 1J FA9TEIER&DOUBLE SPAN,120.790 MPH USE abXS 9(eta D.G Section H&J: Gable Post:Use Internal post bracket,(3}0I41T each side(fastener A) NOTES: f-t1f�, 31/4"X 3112" POST BRACKET *All loads in pounds et fooL 04 .' 2PC CORNER POST SECTION B1 DETAIL F:ROOF PANELS I Size LVL beams Iper manufacturer's Instructions using 1.9E or better. Comer Post:Use Internal post bracket,(3)•#8x5/8"each side(fastenerA). Attach p° P " p6�,+' i SECTIO Ci-05 post bracket t0 underside of C header using 9 *Use deflection limit of Ll120 per 2009 iBC Table 1604,3,footnote H. Other deflection limits ".1 I ANEL #8 X 5/6" 24"O.C. A #8 X 5/8' 24'O.C. 6 LOCATIONS I . 2p g( )�M5/8"screws.Use(3)48x5/8" , Detail F Studio Room: each side(Fastener A)to connect post header to u-channel at comer post are for reference only' O>]SE�� DIRECTION SECTI D/DD sECTt N c1-c5 ( ) For studio room using 3"or 6'panels,use the following number of%"OlW or 6" Mullions:90-120mph,use Intemal post bracket&(2) #8x&8"each side(FastenerA)at Sin& T�above damlong for 3" a 6"panels considers shear deflection,but does not consider show •FASTENER B,REFER TO FASTENER WALL HANGER crap due to long term lording. �� SECTIO DA)D +FASTENER 8,REFER TO FASTEI�'ER SCfiIDULE FOR NO.OF REQUTTtED TAGS OR RIDGE Bi1J1M (j m screws to attach each roof panel. Ear 1-beam/Batten has(2}4€8x5l8'soxews header, Attach post bracket to underside of 2pc header using(6)-#8x5!$' *Spa„Length does not include ovcrhaltg FOR WIND SPEED AND ROOM SIZE SCHEDULE FOR NO. REQUIRED LAGS O 5I connecting it to thie header or beam.Overhang Is 12". screws. Adequate for upto 96.375"spacing. *For double sptta conditions:double the V 120 snow load as tabulated in single span table for i a SECTION AIAA SECTION G FOR WIND SPEED AND ROOM SIZE *FASTENER B INTO CONCRETE,REFER TO -_- '---— tt�' SECTION AfAA the longest span bisected by the intermediate beam(ie:ifs 20'span consists of an$'and l2' 1 r1Q = FASTENER OR WIND S FOR NO.OF REQL'IRib d Of I Single Span: Double Span: 0a uble Span: For GV @ i 00-120mph,Use raceway/post header&mullons section,double the snonv load for the 12't;ection from the Single Span table),Rind uplift loads 1 "r Ij FASTENER B INTO CONCRETE,REFbTt TO TAPCONS FOR WIND SPEED AND Roou SIZE �m I Header, Gable Post:at sill(4)#8x518",each side astenar A utu as listed. Refer[u"Detail J tur Lonnection details.Sic LVL ;, • .: . FASTENER SCI IEDULE FOR NO.OF REQUnzcD o m Header; Intermediate Beam; (F ) permf6.insinrctions. I •.'t !. +, ; ' ? r'',,; •'•s:1 , " ro 2-.1 90mph-1/ anel 90m h-1/ anel 90m h-1/ nel Comer post at sill&header 3 x5/8%each side FastenerA, *Allowable trod snow loads have a reduction factor of 0.7 for low slope roofs Section i VARIES -�``�""`- r''% +,•, TAPCONS FOR WIND SPEED AND ROOM SIZE. ONLY(6)LAGS CAN BE iNSERTFJo tv1TT11Y to m W f,,to j P P P P Pa Po ( ( ) f3ro 1 I T.: z 1f)Om h-1/ amen 100m h-1/ amen 100m h-1/ amen Mullions:for post spacings u to 72.25"btwn 90-120m h,we 3 x5/8"each side Fastener 7A ofASCE 7-05: assumes a"cold"and non-slippery roof surface. Ps--0.7CsCeCtIP• DETAIL B3 V. r TAE CROSS SECTION OF THE POST W x Q P P P P P P PoP P ( }##8 ( ppery b I� (pi •, x DETAIL B3 •ONl Y(6)1 AGS CAN RF,INSF.RT0.0 WITHIN a W_ (9 tv%, 110mph 2/panel 1 tOmph-t/panel 1 fOmph-2/panel Aj at sill&2pc header.Forpnstspac}ngs opts 96.375"btwn 90-120rrtph,use{4) '&x5/8" •Ps-roofsnow ltlad,Cs-1.0,Ce•n.9,Ct-1.1 I-1.4 P ndsnowload P � 1. `:'. * o' a m;s fe @mJo+r % THE CROSS SECTION OF THE POST FOR B V ONLY,INSERT FASTENER B INIYn THE U 120mph-2/panel 120mph-1/panel 120mph-2/panel each side (Fastener A)at sill&2pc header. *Tile above data does nrd include loading;from unbalanced,drifting,or sliding snow for the de�n� USE 1/4"STEEL WASHERS UP T0l001gK1 POST BRACKET 114"FROM rNNm urAy.r.USTVG X SILICONE (n �}0 A STEM.WASHER TOP ONLY w Z LL o . 130mph-3/panel 130mph-2/panel 130mph-Wpenel sunwom or from the existing house roof. DETAIL J:INTERMEDIATE BEAM 0 a Ir o;D i Detail L Post header eonnedIMS For external roofcoverings such as ashphalt shingles,subtract 3psf from allowable ground DETAIL B3:HORIZ.&VERT.POST CONNECTION *PRE-0RILL LAG HOLES USING 111f4'0 BIT . 10*. w y i ATTACt11'OST RR ACKFT TO CORNER POST; � X t • snow loads. '>100MPH USE STEEL PLATES _ d11 Detail F Gable Rorer: GVIt3V Gable ig 11;0�20mph use(3)-#8x5/6,each side(Fastener A)to connect * Refer to General FAST LATER C.90MPH USE(3)48X t-1/4 EACH SiDE W O w w For gable room using 3"Or 6"panels,use the fatltJwing number of Y.'f7Jx4'or 6" a Allowable gmund snow lands controlled by either%hes,hending or deflection. tort I00 ttOMPT1,USE(4}f 8!rT-1/4 EACH SIDE t4 21'C 'e j g 9 P post/raceway header to u-Channel at Comer post&house wall. For BV gable use(8).#8x5/8 *Asphalt shingles shall on be used on roof slo es of 2:12 or ter R905.2.2 of 2009 POST BRACKET Notes,Detail F,for Qty. �.+. *REFER TO DETAIL B3 FOR CONNE=CTION TO HEADER ¢re r screws to attach each roof panel to header. Each H)eam/Batten has(2)#8x5#8 screws(Fastener B)to attach post bracket at each end of header to verrtical extruslon . g � p � �` ('BV ONIX) HEADER&SILL . m o IRC. Solway Mfg.recommends a minimum slope 3a2 for application of asphalt shingles. PRE-DRILL LAG HOLES USING l l/d4"t3 Bf1'. i .( connecting it to thie header. Overhang is 12". *GV/BV Studio L'i)1 OD-130mph:use(3Mx5/8',each side(Fastener A)to connect + SLIPS INTO POST ►CORNER POST SM. DTRFCR Y TN STT.T.STARTER —"--- --4-::V- 90m h-11 anet ost/racewa header to u-Channel at comer st&pause watt. For 8Vstudio use 8 Above date can be used for a gable nwfsystem ofEnclosed or Open men=,and for NOM,.080 WALLS,,, P P p Y Po ( )4&s" Enclosed structures with monwdope roofs. For Open strtcttttttt with monmlcgv roofs,the *REFM TO DETAIL B3 FOR CONNECTION TO HEADER ? 100mph-1/panel screws(Fastener B)to attach post bracket at each end of header to vertical exhusion. maximum windspeed&spans for 3"&6"panels are:90mph at W,100mpb at IT,&I lOmph &'81L, 110m h-1 anel POST FAST7TIFR A,(Z)r NRXS/K"SCRFWS.(RF.FFR TO DFrAII,F.) p /P at 12. SILL STARTER 120mph-2/panel a 1 S"RXS R"A SO Wind Borne Debris Protection: FOUNDATION FASTENER SCHEDULE: SECTIONS B2 C2 (.4 GS & D/DD(Foundation lag screws under each vertical post) REVISION NOTES: • rorsunroromantwhndhnnne debris pmne am,utzIr2"ihiCtwaM REFER TO DETAIL r Gable Post La Screws '/4'f�x4"La SG=0.47 E .0 REV A-C:WORK PRIOR TO ENCINTETINC O O FASTENER B sMUNmi p:irncta ns pr.,scn1,M in R3DI,7.,1,)ofalc 70(191RC. AMxhmcm m m m m m APPROVAL ttdm O REMOVE FLANGE t ounfo,masfolkwis: ad SECTION G:HOUSE U -+ + + REV D:SECTION B2,REDUCED SIZMF STEEL m' FASTENER A " " "' `"`"w "°nr ate"°n cast 1•wide TYP-EXISTING HOWE WALL_C 12' 3 3 2 2 2 2 2 2 7 3 3 3 2 1T Foundation ner SeWulc 3_5 xXX LVr. by 2.5"deep aramd the Wrimew ofeach�wrood shed so IW the Re rot 3 3 1. q ,i, 12 s'.` PLATES POST SPACING,REVISED TI/LE FOR Fos E u ty fcacstratian Attach these CONCRETE OR WCJOD EL semb fits over the wood sir 13' 2 2 2 13 3 3 3 3 2 -13' ,yR,, 3 3 3 13 13' , for qty of lag #tx2.5"*cod screws on l2"erecters for horiznnlai&vcrtir�el 1 3 2 14 - 14 i rt' 4 � # I 1d' ,F•' STUDIO 6 SPAN screws. 7/8'(TYP) FASTENER C sPaclm&as listed in Table R301.Z L2 of IRC. REV E:SECTION CORRECTED ZTYPO FOR FASTENER D S1Dr[nG t - ' ((.r'� 4 V�4',�� r i',", r 1 -- , '. a -� H+ Q� 2. Aaxh Eris assembly to the aluminum framing of the stmroan using 16 4 4 1 w 6 Y ]] y i LAGS;3 INSTEAD OF 6,POST SPACIIIi *GV Stud o Mutli(ms:90.120mph,use(2)RttxSlR"screws each side at sill&header astern a total of four(4)Ngx3.5•TEK sacwy per si&of0 c wood shock SHEATHING. /' `)` p # : - �'. •. 'i Y "" `d' ( )' erne err each end,and tfie other Iwo evenly spaced.1'anela should tier FOAM!FELT/TYW EK A 1 1 r + P , j', COMMENTS,REMO VEI)65 PSF 5NCUILOAD A),for ttpto 96.375"spacings. stze�so that the NRx3.5"TEK sanws penetrate it to t 3 3 3 3 8' 3 3 3 18 I j 18 is , - ,� 18' r SIZE LVL B IM FER par heahnninvm3 4 4 4 4 3 3 1 � : 'rN /A LDWATION Far GV Studio Curvet parl 90.1lOtnph,use(3)N8.t5/8"strews,each side(Fastener A),at sill Post that cuumliscs t1a;rsatkA muli ws.4 to uauaw h,.,aka,,ual OSB/PLYWOOD r s. b LVSTRULTIUNS 4 „, �,�; I '` �: ,, t ENTERAL NOTES,CORRIETED TYPO IN Pe mg the cornerpob-e, ' into d,s s n rMnncL r`' REV F:IN G &2 header,for o 8'fenestration flank" rcnmtxete art BOrr h use 2-,'0x2'Ta n concrete at t 00m use�'/a'0a'1'7a For oo Kxett;at 1 tOr r use 3SS'0t¢"7 oortcnite at 1, use 3 PJx2"T DETAIL F,ST1 010,DBL SPAN;90 T(O'0,RFFLECT *BV Studio Mumms:9114 J 0mpk use(3)Nb5/8"screwx(each aide)&post brackeL at SM& *N Intermediate beam is mquked,use a Raceway post,GV post. 3. Adcgwac for wind apeods upto 130mp1L aM for wood structural SINGL Fs/DOUBtLE STUD header Fastener A for o 96.375", ads s. or BV st to sax 0rc%0fdnJr vT, CAPM:ITY OF Fxts71INre 12b:SUL'1'S FROM 5U1'PLiMEN'1'ARY"1"17NG'1'HA'1' ( }' � `T' s po pportLVl., Locatnasdesetotheoenierofihe _ m m m m m » Frn BV Studio Cornerpost 90-I l0mph,use internal post bracket use(3)#Sx5/8"screws(each Proleton wall. Atlatch post to LVL the same as Section H FROM PATIO R0p1A WEfRE NOT -+ 1 -+ -• -* -+ 4 ALLOW REMOVAL OF GV L-BRACMS (DETAIL side), to 8'fen co t •FASTENER : e), sill&2pc header termer A},for g m p 5. CONSIDERED IN TH AwALvsts 1 d at (Fos upto fenestration f1a11kin the er o NER 8&C _•, II&DETAIL Cl) +Use(9)screws to attach post bracket to underside of 2 header. *00.100 MPH USE#8X5/8'�18"O.C. 4, z° A I # �`{ REV G:ADDED WIND UPLIFT TO PIX1.SPAN +Post bracket to be used at each cad of at Vert.or Horiz.post(BV only) -110-130 MPH USE#SX Arai2"O.C. I _ I ,,, t a', TABLES,MODIFIED WIND SPEED AWRIX *Fur otherwiud speeds,see Geuerdt Notes *FASTENER D:MICROLA A BEAM :f±±± 1 ' .a5:. ,' ;j'' g- „ .:; s REV H:UPDATED RACKING TABLfE ea13o MPH USE 1l4"0X2'LAG SCREW @12"O.C. TYPICAL CONNECTIONS(FASTENER A): s a t' r r , •If Intermediate beam is not requLBd,terminate vett�al mullion at •SHEATHING NOT PEERMITTED STWN.CHANNEL.ANO STUD : E�t ) r i L'r a i." , = REV I: MODIFIED RACIUNG TAB1_lKJ)DED 2 2 2 2 3 ) & dr. 1 f,: z,= TRANSOMS TO POST SPACING,CII/AI;ED header. ei✓ *TWO ROWS OF 1/4'0 X 2 5'LAGS 19, 2 2 2 2 2 1s' 3 2 Iy' •s ; � i,. `t` 9 i .' , '; ` rr 1 N/A , SECTION K:WALL&PANEL HANGER ��+" 12.O.C.INTO Dt=BLE WALL.STUD. :. • LAY OUT OF ENTIRE SHEW1' MODI)'IM SPAN . B.1P (r� For concrete at 00m h use 2-/.0)(2"T For coracle at 100m use 2-V.'0xT Ta ' For concrete at 11om h-use 3 Y'fd T "i For concrete at 120m h use 3-'/,fdx2-To TABLE LAYOUT,ADDED CLAMP RAMWAY, *ATTACH FASTENER A TO. . ) Q r IF ONLY ONE Ow STUD. AVAILABLE *For gable room side wag vertkal mullions on 96.25'spacings(Exp C),use 2=/4"Ox4"lag strews for 90-120mph �r DO SINGLE Row @ s•O.c, ADDED PROVISIONS FOR OPEN STTIICTURES. A- WALL STUDS 16.O.C.W/1/4"0 X 3"LAGS UP 4 %) yt• *TWO ROWS OF 1/4`rfl X IX-TAPCONS(�12.O.0 RF,V J: Added Windspeed conversion 1 tile;moved TO 24'X 14'WI 12"OVERHANG FOR 90- t-- ;c a INTO CONCRETE OR BRICK WALL , " O O 'a' = Windborne Debris tables r„ I ' 110 MPH AND/OR 50PSF GROUND SNOW LOAD. Cy w' i, m m m m m •ATTACH FASTENER A&B TO: B � 2 2' 2 2 2 17 2 2 2 2 2 2 2 2 2 2 2 2 12 3 3 3 3 3 - t:=r 12 3 WALL STUDS IF;-16'O.C.W/1/4!-0 X 3-LAGS UP �e� 935 it 2 2 2 2 2 2 3' 2 2 2 3' 3 3 3 3 3 3 3 3 ;;;,: 1 3 _.;,; .<;z`'ssrc ;k;;r'z �'' A' 13O MPH AND/OR 605PSF G NG FOR 120- GHQ *t�{+L Code Compliance Packet Item: Ctlasstflcation: Model Sheet 0 AN ROUND SNOW LOAD. tiQ P GrandVi+svr 1' r _ L r , Sunrtnoms AIIumMn 1 Of 1 „ . 15 g c g Alternate Location FastenerA Revisions:„ .< >E; FOR PROJECTIONS GREATER THAN td',USE DOUBLE SPAN _' 1I I16 or concrete ail m use 2-n a n or concrete at m use -r. a or concrete at 10m use i.fdx2fa"•` r conerele a"ai 20m use 2-/.du" a n or concrete at use 2-.fd ATTACH FASTENER AM TO: r' 1118116;Rev J WALL STUDS iF>16"O.C.W/1/4.0 X 3"LAGS UP PER 161533 *Color coded size Limitations based on racking&wind loads on sunroom frame only. Assumes post header&mullions w/72.25"spacings. Any combination ofwidcr post spacings,addition of transoms,or heavier snow loads can restrict sizes further. TO 24'X i T W/12"OVERHANG FOR 90- Drawn by: 130 MPH AND/OR 65PSF GROUND SNOW LOAD. XlZ DrvurlM smim 2250 East 33rd Street ©Achievsable for both GV&BV WA for BV only N/A for birth GV&BV Ede,Pennsylvania 16510 B *THESE INSTRUCTION CAN BE USED TO ATTACH TO AN EXISTING FASCIA P.E-, Robbins, P.E. Scale: N.T.S. A Phone:(814) aria 165 PROVIDED THAT THE LAGS ARE ANCHORED INTO EACH OF THE RAFTER TAILS. 1777 State Route 167 Rue aS(E7-05,ao Fax:e:(8 4)898-2 255 'STRUCTURAL ADEQUACY OF EXISTING FASCIA OR OVERHANG IS NOT Manufacturing Corp. Far. 814)899.555 m COVERED BY THIS ANALYSIS. VlctOna IL 61485 omP''ca"'� + fKM7,2012,201 S IF,(:ARC r . - / ' d — I i 0 0 o oco �� a Paul H Bosco Architectural Drafter Property of: P.O.Box 2473 A uebo 9ue, NY 11931 � ROBERT LADUCA 631.375.7374 Situate: Z auldrafter.corn # G85 GREENWAY WE5T ORIENT 1 1957 PROPERTYOWNER Town of Southold LADUCA Residence Suffolk County, New York ADDRESS S Area : 22,7G8.G3 S.F. 685 GREENWAY WEST 0.52 Acres ORIENT, NY 11968 E 5CTM No. : 1000- 15- 1 -29 Town of Southold, NY PROJECT NA- -- -� RENT PERMIT N 090 24, 00r1 W - 180.00 —-- --.----- —- I CONTRACTOR —-- — - AGGE550RY O SOUTHOLD TOWN LICENSE H 1 I 1 I ' O DRAV6TN0 NAME ` I � I m 1 — SCALE in Uj 1 I I � 1 as noted q 1 I O NOTE �1 0 l9 Vent Through Roof I I 1 3" 1 „ m >1 25'-1 1 co01 FIR5T FLOOR—exis4t°1m-_ lu( —mb—in�0b� c exi5t mgbathroom - - -----exisIting_k itch Ien 1yyF 1y dwellig 2' ty2" ty2 I SEAL m 01 - eXlStin to 13r9u DR W AY i I I I I I I F t cn ! 1 I1 I �op� �voC5ln dw 4 ty2" 3" 1y2" I ("` 05164 ZNJ m 1 3" ,—✓ I BASEMENT proposed plumbing I plans reviewed by existing wet BAR existing DATMROOM existing LAUNDRY - -- - — — CP.C. _ Condon Engineering, -- ---- - -- -- ------ -- -------- ----------- -- ----- (�y2" 2"1— 1-1 ty2"r 71y2" 1y2"f 5 040 35' 20" E 180.G4' ( I I I I I 1755 Sigsbee Road I Mattituck, NY 11952 5inkj 51n laundry washer 631.298.1986 W.C. tub G 8 5 GREEN WAY WE5T I DRANVINGNMIBER sho er WIT#BS1023RL ty2" 3" 1yZr 2" 1y2r 2rr DATE C•0. 3" 3" 04-01-2024 Site Plan based on 5urvey by SITE PLAN 411 pipe @ house Trap SHEET D'AMARO ENGINEERING AND 4 per foot SURVEYING, PC 5Cale: 1 20 tOapproved 20 MARIPOSA LANE septic system MANORVII IF, NY I 1940 G31 .578.7808 PLUMBING RISER these plans have been designed 5Ca l e: 1 I = Y411 according the 2020 New York 5tate Residential Code _ I ...Cf -sv .. J' 13e'-• 3. ` ti i I Paul H Bosco i .yp Architectural Drafter exlsting Wood Ir .; t{.. P.O.Box 2473 I DECK I -_ Aquebogue, NY 192 5F iI s-` 11 931 7374631.375. WOOD DECK urftrcomldae .I I PROPERTY OWNER �-- - -- - - - - - - - - - - - - - - - I - - - - - - . - - - - - - - - - - - - - - - - -1 LADUCA ( I I y I Residence —I ADDRESS 685 GREENWAY WEST — -- -- -- I DOI I I O I ORIENT, NY11968 R K Town of Southold, NY DINING AREA I I BEDROOM I DINING AREA KITCHEN BATHROOM BEDROOM I PROJECT NAME KITCHEN I rl �` i I o� sF 9 i sF 68 sF I�7 sF I I I BATH RENT PERMIT tu tl_.1 (2)2G6b I CONTRACTOR i l O I II I k � o 1 04 _ efrigerato �� I 111 I I SOLITHOLDTOWNLICENSE# _ _ I LINEN I I N LINEN DRAWIINIG NAME I ( ——— — — —— — - - - - - _ - - - � 1 L— ------ --- ® W (2)2"G' w — z CL05ET I z _________________ I SCALE CL05ET I as noted ( I NOTE TO ! I TO 90 N BASEMENT ® I I DAHMENT N N CM I LIVING ROOM I LIVING ROOM BEDROOM 1 !79 5F 149 SF I SEAL (' BEDROOM r� - ---- ---- - - ----- ----{ Cep�"X 1. C 04 - -- -- ---- I _ ~ ELECTRICAL 5YMDOL LEGEND ( 1 F 05164 switchL - - -- - - - - - - - - - - - - - - - - - - - - — — — — - -- - - - - - - - - - - - - - -J s Three Way switch STOOP TOTAL STOOP Dimer Control FIRST FLOOR 42 5F plans reviewed by Duplex Outlet 955 SF Condon Engineering, P.C. spilt Wire Duplex Outlet 1755 Sigsbee Road 11tlattituck, NY 11952 Ground Fault Interrupter 631.298.1986 Dedicated Outlet Wall Mounted Fixture Cxl5tlncg FIR5T FLOOR ELECTRIC PLAN Cxl5ting FIRST FLOOR PLAN DRAWINGNLJMBER WIT#BS1023RL -0- Recessed Ceiling Fixture w Recessed Ceiling Fixture Wet Area 5Ca I C: V4" = 1 '-011 5Ca I C: V4" = 1 '-0" DATE 04-01-2024 • Decorative Fixture e P Porcelan Mounted Ceiling Fixture SIIEEr Porcelan Mounted Pull Chain ® Exhaust Fan 1 -0 Garage Door Opener FGi5 Garage Door Key Pad ei ing ounte eceptacle for Gara e Door Equipment 11� smoke Detector cM Carbon Monoxide Fluorescent Fixture I