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p�g11GF�(, Cp� Town of Southold 12/23/2018 y P.O.Box 1179 o ! 53095 Main Rd . Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40128 Date: 12/24/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 940 Marratooka Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-3-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2017 pursuant to which Building Permit No. 41712 dated 6/6/2017 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: sunroom addition to an existing one family dwelling as applied for. The certificate is issued to Cutrone,Paul&Christina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41712 1/24/2018 PLUMBERS CERTIFICATION DATED 17 ut o ' Signature So�nc��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY • ?Yp1 � ,�a° s 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#: 41712 Date: 6/6/2017 Permission is hereby granted to: Cutrone, Paul 114 Roosevelt St Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 940 Marratooka Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-3-17 Pursuant to application dated 6/1/2017 and approved by the Building Inspector. To expire on 12/6/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $416.00 CO -ADDITION TO DWELLING $50.00 Total: $466.00 14/uilft<Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 s Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ® 'MANATOO�KA L,.,�ja KATrjjucK House No. ` nStreet Hamlet Owner or Owners of Property: y pAk)l., 4- `A 1`l ST OJ 4, Gly l AO(,J& Suffolk County Tax Map No 1000, Section �j Block ® Lot 1 Subdivision Filed Map. Lot: Permit No. `"I (I (�— Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ �S V Applicant Signature pF S0�/��®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �� roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 Q�yc®U ,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Paul Cutrone Address: 940 Marratooka Lane city,Mattituck st: New York zip: 11952 Building Permit# 41712 Section 115 Block: 3 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bright Side Electric License No: 3681-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment "Sun Room" 1- Paddle Fan, 2- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: January 24, 2018 0-Cert Electrical Compliance FormAs SO(/T9 �o� olo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SOplyolo �ycou Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE -' INSPECTOR SOF SOUIy how o� cou N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ FINAL SM ton [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: y vry. - s tj c� bow (kt+ ro)14-tkm tS-. DATEdobev INSPECTOR SOUT�,olo L ��'YUOUMV,�c� 411 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: r(,kf//?c DATE INSPECTOR ' Ll so OE Ulyolo OOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL Sh v .Pitd [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 10 bA AV DATE 241 INSPECTOR OE SOOryo coulm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [WFINAL Sv/1rV00 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 w,o)- Nmk� t>pz ca, na TV-* DATE INSPECTOR TOWN OF SOUTHOLD 2/1/18 BUILDING DEPARTMENT 54375 RT. 25 SOUTHOLD, NEW YORK 11971 RE: ARCHITECTS CERTIFICATION SUNROOM ADDITION PAUL & CHRISTINA CUTRONE 940 MARATOOKA LANE MATTITUCK,NEW YORK 11952 IN REGARD TO THE ABOVE REFERENCED ADDRESS, I HAVE VISTED THE JOBSITE AND OBSERVEI)THE FINISHED SUNROOM ADDITION. 1. I HAVE FOUND THE FRAMING, STRAPPING, SIP PANELS INSTALLATION AND THE CONNECTIONS OF THE SIP PANELS TO BE IN CONFORMANCE WITH THE 2015 IRC. IN MY PROFESSIONAL OPINION, THE CONSTRUCTION OF THE SIP PANEL SUNROOM IS CAPABLE OF SAFELY SUPPORTING THE LOADS IMPOSED UPON IT ACCORDING TO THE NYS CODE SUPPLEMENT FOR HIGH WIND LOADING AREAS. JOSEPH MICHAEL GRATZER ARCHITECT AIA, CDT, CSI, ACI QED ARC ti 99 WANTAGH AVENUE \gR` Q�01CHAEC�RT/� EAST ISLIP,NEW YORK 11730 631-740-1274 ` No 02ag31 ATF OF N � � �v� J� D MAA _ 5 2018 u 9 o TOWN t 1\ OF SOUTHOLD U 0 SMA • r • AD ���P��T�A..e- �,711 �'�A�:"L`I�r�� ,�.�. � ��,�i►����i� ���• . .' I ,, L , ►,,fi� r, � _ ►, i \ L_'.l'UL�� �i�:�/sem f"i�l�u�ll � �� � ) I�>t LA -� :-_., .�. .. �..�• �. r� PAM At .oma. � 'rf!���z "M � � O n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO: Check Septic Form - N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact:, I Approved ,2017 Mail to: Disapproved a/c Phone: Expiration 2, lig ,20 Bui In ctor D JECZbV72 " , _ ICATION FOR BUILDING PERMIT , g� JUN - 1 2017 _ Date �� , 20 r ( ' r "" INSTRUCTIONS a., B an}Ij�D��, �{�T1'be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans accuT p D1e.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public'streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 1 1 f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been,completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. (Signature of app icant or name,if a corporation ���' �T�•J��5'�i Imo. 3 ��.s�s@f�K�� �Yll7.�� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder G E iQi_�' JAA L CO OTAA G`��� Name of owner of premises / (As on the tax roll or latest deed) If a Iicant is a corpo atio ignature o my authorized officer W (Name and title of corp rate officer) Builders License No. „,� -l-1 Plumbers License No. / 4- Electricians License No. 620 -- M F, Other Trade's License No. 1. Location of land on which prqposed work will be done- !)J, & one:9g. & KARAT60KA” LA, sc, M Ate'i`T'b ck &_'�f House Number Street Hamlet County Tax Map No. 1000 Section 1 ` Block, ,,1; Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 1rj L R_ _ F A b., 614 Re S 14 r-c�-�E b. Intended use and occupancy S t►v E FAM ► e N ll� 3. Nature of work(check which applicable):New Building. � Addition V teration Repair Removal Demolition Ot er Work (Description) 4. Estimated Costs , �� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor If garage, number of cars ?- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front A Rear 4-] f Depth Height 1-®4 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 67 , Rear_ Depth o Height '�.o ` Number of Stories r N , 8. Dimensions of entire new construction: Front O Rear Ulf" s` Depth1 Height Number of Stories 9. Size of lot: Front 1 ' Rear a ' Depth 41510 t 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO T, ,V L + c0rk1sTI AJ4 c UTAONDE ':�40 WWATbOKfhone��v 14.Names of Owner of premises Address No. Name of Architect Jose -A Ck,& rz&Y — Address °a9 L-A"TAGLI r4kPhone No (031 a -.1 2 Name of Contractor '96\. c.,E lea)ALAn e, Address Q4S (U. 29A Phone No. X 31*- S�--2Z-- 3�� S4�7TAOK&Y A91 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE�EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �/ * IF YES, D.E.C.PERMITS MAY BE REQUIRED. \ 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10.feet or below, must provide topographal data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) BR tJ z e a G� Aj 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 k-7 Notary Public RICHARb tgnature of Applicant volar p PAN Y ublic, State of New York Registration#01 PA6341661 G�ualified In Suffolk County Commission Expires May 9, 2020 y Scott A. Russell lz aj.1-;bZ3 ; SUPERVISOR 8 1\MLA. A (Gr)E1�41ENT z SOUTHOLD TOWN HALL-P.O.Box 1179 41' 4 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold C11APTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) ES-- IS--PROJECT--IN O li TfiE—FOFLo G ---___=-----— Y No (CHECK ALL THAT APPLE ' A. Clearing, grubbing, grading or stripping of land which affects more than 5;000 square feet of ground surface. ; ! B. Excavation or-filling involving more than 200 cubic yards of material withirl any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to } 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on-.FIRM Map of any watercourse.- : ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or!more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - - - - If you answered Nd to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department Nifh-your Building Permit Application. STM. �: Dat APPLICANT_ (Property owner.Design Professional,Agee ,Contractor, then) .C. ]000District NAME E � l Ac-e o a,.„ Section Btock Lo 0 FOR BLiILDING DE.PAR7:NIr NT I'SE O',t.; Contact lnformattort�` �3l � /J � �(��%�/t,J, Reviewed By: - Date:— — — — — — — — — — — — — Property Address / Location of Construction Work — — — — — — — — — — — — — — — — `)- 4o �� Approved for proceasingBuilding Permit L/ Stormwater Management Control Plan Not Required: fh ATT i T[)61<- al 1)2 Stormwater I'✓lanagemc,,: Cci;trol P.a., ,,°rq ,red (Forward to Engineeiing Department for Resew) FORM ' SMCP - TOS MAY 2014 I .05.-!,,3-10; 13:25 3310259 ; # 1/ 2 r Town Hall Annex 11 J Tcicphonc(681)765-1802 54375 Main ttaad Fax(G31 79-P r.o.>iOx 1179 ragar.richert0-Fig n.�o .ny.us o1Q��A1 959 �OZ � �� ''-• DEC 2 6 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD ;APPLICATION FOR ELECTRICAL INSPECTION TO -w4wia"a REQUESTED BY: ;SD,JLy p QM-(Q_( k Date: Company Name: fir; A- S%&. V\eL!c e Wd S r cc s Zane, ` .. Name: Gcweno C-30,4wncac License No.. 3 l Address: 11 B 1's Jew . 04 111-1-1 Phone No.: 3i- 331- 0"126 JOBSITE INFORMATION: ('Indicates required information) *Name: ! W.>J► �u��-o�e. *Address: AkAo ll` av cct%G\u, l ow\R- *Cross Street: ,,����, tL *Phone No.: 5lko - 2(00% Permit No.: LA ri \e,?— Tax 2Tax Map District: 1000 Section: i t,5. Block:_� Lot: I� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) \N\c Oy - (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Informatlonj(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: i Re-connect Underground Number of Meters Change of Service Overhead Additional information: PAYMENT DUE WITH APPLICATION 5����AT��D ff $2-Request for Inspe6tion Form �%ok\�_b l ' o�OS�FFD(,�coG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Roadc •� Fax(631)765-9502 P. O. Box 1179 N Southold, NY 11971-0959 0 O ti�ol BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOb CONSTRUCTION AND/OWTIMBER CONSTRUCTION Date: l I I CE4RtS'TIA-4, CUTE oNC Location of Property: 14® R,A&kTcc>kA LA- ojE mATrlTL;t-- k Please take notice that the (check applicable line): New commercial,or residential structure Addition to existing commercial or residential structure ;Rehabilitation to.an existing commercial or residential_structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) 'Timber construction (TC) in the following location s) (check appli le line): Floor framing;."ncluding gi ders and beams (F) Roof fra ing (R Floor an roof fra ing (FR Signat Name (person submitting this form): Z3;� '� iG �► �'�► Zak,- Capacity (check applicable line): Owner ;Owner representative TrussReg15.docx Effective 1/1/2015 DATE(MWOO Y-M 4 -cvftd CERTIFICATE OF LIABILITY INSURANCE r 04/13/2017 . F :`'TkiIS+CERTIFICATE iS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATNELY'AMEND, EXTEND OR-ALTER THE`COVERAGEf AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sh AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: B the eartificato holder Is an ADDITIONAL INSURED,the po ft(ies)must be endorsed H SUBROGATION IS WANED,sublact to the terms and conditions of the Policy.certain policbs may require an endorsement. A statement on this certificate does not confer rights to the certificate hoidar In rau of such emtMozs Timothy S Purdy -(---1)821-2200 FAX 8,1,.(631)821-2296 45 Route 25A suite D2 AEOP' IOSW.WBbbe ATI .Com Shoreham,NY 11786 OWURIMMAFFOMMCOVERAGI NALCO INSUM A.Farm Family Casualty Ins.Co. INSURED INSEw Sts: Sunview Enterprise Inc INSURIERC, 248 Route 25A,Suite#3 e+sURERD; gISURER E: E.Setaeuket NY 11733 1N3URERF: COVERAGES CELT AC ATE NUMBER: REVISION HUMBER:- THIS UMBER:THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MR TYPE OF DLSURANCB AM 5UVR POLICY UMM A X co�u at=L omwAL u uLw 315200 0912 16 09JW17 EMN OCCURRENCE s 1,000,000 CLAARg MM FX OCCUR I ToRluaO = 100.000 X Contractual Liability MED EXP one s 5.000 PO SONAL&ADVfMtURY S 1,o0ci,ow GMAGGRECATELLWrAPPLIES POt GENERALAGGREGAM s 20001000 X POLICY❑JECT F-1 LOC PRODUCTS-COMPIOPAGG s 2.x.000 OTHM s A AUTONOmLJ:Lrmam 3152 $ 11000,000 ANYAUTO 11/25/16 111'25/17 ewLYiNKwTwp w) s BOOMED X SC SOOS.YINJURY(Pwacaft rt) S M=wmwX MREDAUTOS X AUTOSPROPER Ii 3 ULieRElIJLtLAe OCCUR i U.Cm LUAU CL V%&%MQE AGGREGATE S OED S I WORF�COMPENIIAILON O I, AND EMPLOYERS'WmLiTY YIN ANY PROPRJETORIPARTMaS UTNE 7N 1 A EL EACH ACCOENT $ OFFICEPMEMMEXCLUDMEL DISEASE-EA S WavtbaUr4or DESCRIPTION OF ORERATIONS below EL DMASE-POUCY L W $ DEScrAnION OFOPERATO"I LOCAMftl VELWLU(ACORD I"AddNk"R smad^wary bo afbdtad N mora spoa b I Sunroom, Replac effiant Window Installation, Carpentry-NOC CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD MY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO Box 1179 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORD:ED REPRESENTATM ✓��ara.�j 7. �/'A� ®1988-2013 ACORD CORPORATION. All rights reserved. I ACORD 26(2013/04) The ACORD name and logo are registered marks of ACORD Workers' sTA� `Co `"` CERTIFICATE OF ' mpensation Board NYS WORKERS' COMPENSA�'ION INSURANCE COVERAGE f ,j, # „Gxi✓p�M 1 a.Legal Name$Address of.insured(use street address only) lb.-Business Telephone Number of insured SUNVIEWENTERPRISE�INC 516-695-2405 y 'r 248 Rt 25A Suite 3 Ic-NYS Unemployment Insurance Employer Registra Hon Number of " It►sured - 5etauket,NY 11733 N/A Work Location of Insured(only required if coverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) id.Federal Employer Identification Number of Insured or Social Security Number 26-3406662 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town Of Southhold NOrGUARD Insurance Company P.O.Box 1179 3b.Policy Number of Entity Listed in Box't a' Southold,NY 11971 . SUWC839088 3c.Policy effective period 04/01/2017 to 04/01/2018 3d.The Proprietor,Partners or Executive Officers are ❑ included.(only check box H an partneralotfimm lnduded) ® all excluded or certain Partners/Officers;excluded. This certifies that the insurance carrier indicated above in box"3"Insures the business referenced above in box'1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The insurance Carrier WAS licensed agent will send this Certificate of insurance to the entity listed above as the certificate holder In box'2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days If cancelled for any other reason or if the insured Is otherwise eliminated from the coverage indicated an this certificate prior to the end of the policy effective period? ❑YES ✓❑NO This certificate Is issued as a matter of information only and confers no rights upon the certficate holder.This certificate does not amend, extend or after the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect Please Note:Upon cancellation of the workers'compensation policy Indicated on this form,If the business continues to be named on a permit;license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Dave Simmons (Print name of authorized representative or licensed agent of insurance carrier) 27 Approved by: 06/01/2017 (Signature) (Date) Title: Vice President of Sales Telephone Number of authorized representative or licensed agent of insurance carrier. 800-673-2465 j Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C405.2.Insurance brokers are NOT authorized to Issue it. C405.2(9-15) www.wcb.ny.gov Workers' CERTIFICATE OF INSURANCE COVERAGE totnpensatkm UNDER TH a gird E NYS DISABILITY BENEFITS LAIN PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) tb.Business Telephone Number of Insured j . SUNVIEW ENTERPRISES CORP 531-872-3381 ? 1a NYS Unampfoyment Insurance Employer Registration Numberof Insured 1 248 ROUTE 25A, SUITE #3 ;} 1d.Federal Employer identification Number of insured ,i EAST SETAUKET, NY 11733 or Social Security Number 263406662 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of insurance Carrier (Entity being listed as the Certificate Holder) She tsrPolid U19 insurance Company Town of Southold 3b.Policy Number of Entity listed in box-le. PO Box 1179 DBL322521 Southold, New York 11971 3c.Policy effective period 07/13/2016 to 07/12/2018 ,.Poi icy covers: a.® All of the employer's emptoyeas eligible under the New York Disability Benefits Law ' b.[] Only the following class or classes of the employer's employees: I I i Under penalty of perjury,l certify that I am an authorized representative or licensed agent of the insurance carrier referenced 1, above and that the named insured has NYS Disability Benefits insurance covetage as described above. u Date Signed 4/1312017 By f (Signature of insunna earrbr's au"dnd representativeor NYS Licensed insurance Agmu of Um insurance wrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT,If box'4e is tlacksd,and this form h signed by the inwrarue rarriaes authoriacd ropresentatin or NYS Lioonsed Insurance Agent of that wrier,this eetificats is COMPLETE.lVWI it dit"to the cnatnate holder. If box*4V is clacked.this attifiaU b NOT COMPLETE for the pwposq of Section 2M Subd.t of the Disability Benefits Law. it must bi mailed for completion to the Worker's Compensation Board,08 Plans Acceptance Un%328 State Street Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board Aaordiing to Information maintained by the NYS Worker's Compensation Board,the abov►nanned employer has complied with the NYS Disability Benefits Law with respect to all of hlOw employees- Date Signed By (Signature of NYS WorkWs Compensation Board Employee) Telephone Number Title s i - Please Note:Only insurance carriers licensed to write NYS Disability Benefits Insurance policies and NYS Licensed Insurance Agents of those Insurance carriers are authorized to issue Form OB-120.1.insurance broken are NOT authorized to issue this form. DB-120.1(9-15) i SUFFOLK COUNTY DEPT OF LABOR, , . LICENSING&CONSUMER AFFAIRS HTE IMPROVEM�EN 43 CONTRACTOR LIC BRUCE E WOHLARS gu894ES3 NaNE This certifies that the SUNVIEW ENTERPRISE CORP bearer is duly licensed by the Ucnt•4wnb: DIIS• 9Sva County of Suffolk 45348-H 0912912008 eXpw*%.:"oa*E pg;Ol/2018 C6^RS SS4�• t` 1 r " SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS IMPROVEMENT Pv1ENT F t CONTRACTOR ICENS BRUCE E WOHLARS This certifies that the BV814E53 NAME SUNVIEW ENTERPRISE CORP bearer is duty licensed by the ,az�,,,,�a County of Suffolk 09(2g/2008 45348-H I. 'i rr..�lTaz��!� E%PF2AT{rQATe 09101/2018 04 cv Ld MSC — _..._--. s. �rw. ....��r�n+•—. _ — ..•�... r...•-��_r...—..� ,__-.� - 'fY4i ` SITUATE; MA I T4 Z� �01-K COUNTY, NY VJFFaLK Gran TAX 6JL:bYscJ.t. Ai0 4ir'4, i"•�^;�'' VolV, t LO C3 1- P� Pay 04 or r`-�f�mgr.°i� t ��•,�.��+ � �fj T (� \l � �•�:•}` 1�.g � +•�. �� - 4+'r�tea. 1 � t i p�qy'�p'� �} le Y 1r fie• � tv mv5�..v.2;. co }® I•�✓14.x+` IiYs- ,N�� l � afl.,3/.<-. • EHLERS .d.., ,e:.Iqsem, a O PiFc FOVPV &RAPilic 5:ALE 1` f EAS'Fhi `'fes' ?\;.a'.S_ `T2 = 41 5F..�'4i.G54 Acre. RVIRR E&D.N.Y.1190I , tL -1 ILII ALA I 'av\ 6L SN SKY 1 LAND NOA OR F029`-�RLYO . yN SHELDON !NGROV 401.08' � f g I 4 6S IRREGULAR WOOD AND WIRE FENCE N 75019'30" E FENCE s l 22.3\ 0.3W IRREGULAR WIRE FENCE SHED�Sj!D m c5 w \ WOOD AND 3.4S ,L�1� 3 Ag , m " F 6 N Eo z o�`4 FENCE f " ���® E-.o a \ 2,D5 ,w'C o \\ 22.3 rnW '$ O \ a ;O Gz7 �4.�_ x, F cr� E �`�\ rg ow Z d w ,� o�A 81, I FENCE I `\27.2 +►� C1.a O.2N O Qi —79.7 IRREGULAR WOOD AND WIRE FENCE ~ CIS FENCE S 82°17'27" W IRREGULAR WOOD AND WIRE FENC \ Soh FENCE • 346.10 0.35 1000-115.00-0.?00-018. 0'2E LAND NOW OIZi y MUM i? -WAIDM d� DEC 1 9 2018 E TOWN OF SOUTLZ-1D , UNAUTHORIZED ALTERATION OR ADDITION DRAPING INFORMATION: OWNERS: ( � �yEw yo TO THIS SURVEY IS A VIOLATION OF R SECTION OF THE YORK SrATE EDUCATIONZ09 LAW COPIES OF THIS SURVEY "- ' G� o G.McQ�j '� USA A T gy��N MAP NOT BEARING THE LAND SURVEYORS SCALE: 1 — 4U cIIlYlsTil\l7 cV li�oNE �v .`� j�L ■��Sll ���IJJ11JL1\ INEED OR EMBOSSED SEAL ARE NOT �7�7 D Q 7 CONSIDERED TO BE A TRUE VALID COPY. DIYII\ BY: J.A.M. PAUL CUTRONE �. , �, ' * LAND SURVEYING ♦ SURVEY OF DISTANCES OE� ROP`EFLINES FILE NO.: Q124-O6 TO EXISTING ARE FOR ADESCRIBED PROPERTY SPECIFIC PURPOSE AND USE,AND ARE NOT DATE: SEPTEMBER 24, 2018 '' -�J AT MATTITUCK, TOWN OF SOUTHOLD, INTENDED TO GUIDE IN THE ERECTION OF W - "°�OR°"CR NA PROPERTY INFORMATION: * a 274 EAST MAIN STREET SUFFOLK COUNTY, NEW YORK RUN�ONNLYATO THE PERSONFOFORWHO� ; EAST ISLIP, N.Y. 11730 SURVEY IS PREPARED AND ON HIS BEHALF, -� ,y4 y TO AND TO THE�,�° AREA: 40F THE ,716.87 Sq.Ft. = 0.9347 ACRES ( �o p'L� ��``' TEL: 631-277-3605 SCTM: 1000-115.00-03.00-017.000 LENDING P TRANSFERABLE°TOOAADIDITIONALARE ZONED "R-40" RESIDENCE '�l 5`� FAX: 631-277-3906 INSTTTUI'fONS OR SUBSEQUENT Omm, ELEVATIONS IN ASSUMED DATUM �.. FNSED L ANS i 940 MARRATOOKA LANE; MATTITUCK 1.00 cfl SUNROOM 1.00 spdfa ceiling fan with light kit 1.00 fc single pole dimmer for above 1.00 chan fan speed control 1.00 spdfa chandelier lighting outlet 1.00 cal single pole dimmer for above 1.00 spfa exterior coach lighting outlet 1.00single pole switch for above wpgfi WP GFI recep. 1.00.00 dr duplex recep. 1 1.00 catv flat screen TV recessed outlet 2.00 CATV homereun 1.00 cat5 HOMI cables (20 ft.) 2.00 15 Cat 46 remote IR sensor wiring only 15 amp Arc Fault dedicated circuit 2.00 s3 3-way sw. 2.00 col exterior coach lighting outlet 1.00 Remove existing chandelier &replace with new fixture ° A B C D E F G H I J K `e. ,• �- ,,3,>:;��� conn engineering consultants,inc. =t'- ;ii,• ;°``" `�:.'`°Qa-nas,r; 107n bdd Sf V I N G PAC E + +1 lndn,M e48151 p 61045e4350 x, 1�, yea� t 8104584592 - v, ';�I;��',`�.°,4°t e,�., 13i:�1t«."L•,:;',4'°+ wwweomangv,eaing eom LLC R 4w rY drw,o .km { r,z i ® OMS �. r any:::. }' A>•; ;^- „," U N SUNRO MS SUNROOMS'° 15100 Eckel Junction Rd Pertyt—g,OH 43551 p 419,8667705 f 419.386.2683 2 —Wlg�paeesum -eom L copynght information' � �pknrore:poreb]h� aMb tlent b wHy m oisNn9 w W Ibm mnenaor0.@idk,c°4e ttmpt°nce aq Hfmb mlonceMlMb McuniantLlM1e� n rnNa orrbnds ON°6 ekvetl MDene mxpardriri reb4oureMMw Man esepM iM aeSilnaMo-gnaltraMg.er Rh pgenrtmoFlte pmpatyolCanegNeNp CmsuEanM1lfc arcim°ed3etblpersaum PROJECT INFORMATION: DESIGN CRITERIA TABLE OF CONTENTS ' CUSTOMER CUTRONE RESIDENCE SHEET NUMBER DRAWING DESCRIPTION lob 3 DEALER SUNVIEW ENTERPRISE, INC- DEAD LOADS CS COVER SHEET Infor=tion GLASS TYPE LOW-E3 WEIGHT OF ROOF 8 PSF BUILDING COLOR CREAM WHITE WEIGHT OF WALLS 5 PSF 1 PLAN VIEWS CODE COMPLIANCE ROOM STYLE CATHEDRAL WEIGHT OF FLOOR 10 PSF 1 2 ELEVATIONS ROOF SYSTEM 8" ECO-GREEN PANELS SNOW LOADS RIDGE BEAM LAMINATED(2)2x12 BASIC GROUND SNOW LOAD(Pg) 30 PSF 3 BUILDING SECTION/CONNECTION DETAILS 4 SECTIONS AND DETAILS ROOF SNOW LOAD 25 PSF 5 SECTIONS AND DETAILS SNOW EXPOSURE FACTOR 1.0 r DECK MATERIALS SUMMARIZATION: 4 FLOOR SYSTEM 6" ECO-GREEN PANELS THERMAL FACTOR 1.2 6 SECTIONS AND DETAILS w FLOOR BEAMS (3)2x8 SNOW LOAD IMPORTANCE FACTOR 1.0 7 DECK CONNECTION DETAILS w Z N COLUMNS 6x6 LIVE LOADS 8 ROOF/BEAM DATA Z J a MINIMUM FOOTING SIZE SEE SHEET-1 FOR DETAILS ROOF 20 PSF w _ FLOOR 40 PSF 0 �- WIND LOADS w 0 Z BASIC WIND SPEED 140 MPH w Q GUST EFFECT FACTOR(G) 0.85 Z i 5 WIND IMPORTANCE FACTOR 1.0 O i ~ WIND EXPOSURE C Q LOAD ANALYSIS SOILS AND FOUNDATIONS u o 52; WIDTH OF BUILDING 27.00 FT ALLOWABLE FOUNDATION PRESSURE 2000 PSF 01- DEPTH DEPTH OF BUILDING 20.00 FT FROST DEPTH 36 IN- WALL HEIGHT 8.00 FT DEFLECTION LIMITS AREA OF BUILDING 540 SF ROOF MEMBERS U240 6 WIND LOAD ANALYSIS EXTERIOR WALLS U120 UPLIFT FORCE 5400 LBS STRUCTURAL DEAD LOAD 12420 LBS NET UPLIFT 0 LBS Seca BEARING PRESSURE ANALYSIS MAXIMUM UNIFORM WALL LOAD 364 PLF c .RED C,S, NUMBER OF PIERS PER ROW 5 \I:b IGH NUMBER NUMBER OF ROWS 2 41j ��y� �, �� DME a 05.96.77 -7 PIER REQUIREMENTS REV1 MAXIMUM CENTER PIER LOAD 6888 LBS DRAWN, rpa SQUARE FOOTING, W 24 IN GNEC7M4 BEARING PRESSURE 1722 PSF = uvmaSFA6E ND. us03 ,A NO.024 O�� SNEE77RLE, PIER DIAMETER, D 261N T� COVERSHEEi a BEARING PRESSURE 1868 PSF OF NES — -- — Fs A B C D E F G H I J K Code Compliance Specification Sheet ' This is a summary of the compliance and performance of the LivingSpace Sunroom conn engineering system as evaluated against the building code requirements for a sunroom addition as consultants,inc. carvnacahrqsM1gNc¢IMIgnaMrmOenkd per the 2015 IECC, as adopted by New York State. o Inden,m48451 In accordance with the ASHRAE 90.12010 Prescriptive Provisions (For Residential P 810/584350 11 M 158 4592 or Commercial buildings) LIVINGSPACen9�een°g`°m SUNROOM: A one-story structure attached to a dwelling with a glazing area in excess _ S N OOMSE of 40 percent of the gross area of the structure's exterior walls and roof. FORV e1lunc 43551 Pep 4198 6 d5551 P 419 866 TNS f 419.3862683 2 SECTION R402 BUILDING THERMAL ENVELOPE 1"ng:& copynght InlorMahon °m mahon sdw.��.�e.ueu„ „ dms BLE R402.1.2 Component Thermally— Non-Thermally LivingSpace �k: M,vd�mJ IauMYas b1�eve°� �,�01�arca lbeje ery�ol me .,rrore.Vyrwle Isolated Isolated Performance �d�.�ea..abdAaglPo°�a requirement requiremente- 3 Window U Value N/A 1 N/A (1) 0.28 job n onnahon. 0.45 (2-8) 0.40 (2) 0.35 (3-4) 0.32 (5-8 Window SHGC N/A 0.25 (1-3) 0.2 0.40 (4) 4 N/A (5-8) Roof R Value 19 (1-4) 30 1 2 - E w 24 (5-8) 38 (2-3) 34 - 811 EG ^ z J LO 01 49 (4-8) 43 - 1011 EG w a 52 =12" EG^ ° o z Wall R Value 13 13 (1-2) 13 3 Fi I- 5 ,< 5 20 or 13+5 (3-5) 17 - 4" EG ^ z 20+5 or 13+10 (6-8) 26 - 6" EG ^ Floor R Value 13 (1-2) 13 (1-2) 2 - 61f EG A Q 19 (3-8) 19 (3-4 34 - 8" EG ^ v 30 (5-6 43 - 10" EG ^ 011 38 7-8 52 - 12" EG ^ 6 Roof Glazing 0.75 (l) 0.75 (l) 0.30 Celsius U Value 0.70 (2-8) 0.65 (2) 0.25 Celsius Plus 0.55 (3-8) 0.28 Polycarbonate �a, (1-8) is reference to Climate Zones as per Section R301 So ARC * Section R402.3.2 allows for an area-weighted average to satisfy the SHGC requirements. O%GHA y�l' ** Section R402®2.2 allows for R-30 for all zones for rooms of less than 500 sq. ft, ��� �Q� cR�T� 7 ^ increase R values by 15% when Neopor foam is used �' �y s `�� DAVE:OD,8,7 „Y q REV, AAMA NPEA/NSA 2100-12 Specifications for sunrooms. G CHECKED: CNECI� YVINOSPACE NO. 65903 All LivingSpace sunroom systems meet or exceed 2100-12 sT No.o2A � yon SIIEE771�° 4.1.4 Category IV (thermally isolated) or 4.1.5 Category V (non-thermally isolated) ATE OF N CODE COMPLIANCE performance specifications. SNS CL A B C D E F G H I J K EXISTING WALL 2 x 10 LEDGER ATTACHED TO EXISTING W/1/7'LAGS @ 16"O C. OR 1/7'THROUGH BOLTS @ 30"O C. (D 10 conn engineering z z consultants,inc. za Qa am aam M „9. sa 1 Y Y N U U n wedgen knd wQ uwen rru 46151 z p 81045&4350 j 27'DIAMETER CONCRETE O wry com\1e 9m�leeyng com OQ O PIER(TYPICAL 2 PLCS) C7 O20"DIAMETER C014CRETE O PIER(TYPICAL 3 PLCS) ali "S NROOMS E 131 W Eckel Junction Rd F ryS g OH 43551 p 419.8667705 FOUNDATION DATION PLAN f 4193864683 9 ��g.938626B3 �em 2 3 2x8 WOOD BEAM ;• wa. i . Q �+ copynght mformotion 1/4" = 1'-0" N .ri .a ice:.•s r� '.•s f�..i t N awa'aa.ae wno �ro'' w.s�++w�soa.�..r�.mmaawrt. 6'-9" 6'-9" 6'-9" 6'-9" �6,aa ��.a.va�,• adma�m.a w � �a�ocawe..us z z Dx100an epbeaYq Caw Z 3 a a z lob Ytnforma6on Y 1Uy1 W H 18"DIAMETER CONCRETE c'S w PIER(TYPICAL 2 PLCS.) o w w m 16"DIAMETER CONCRETE 0 0 PIER(TYPICAL 2 PLCS) U w 26"DIAMETER CONCRETE EXISTING WALL PIER(TYPICAL 1 PLACE) 3-2 x8 WOOD BEAM ?' LU • ,: :r': LU Z (V Y n 6'-9" r "• 6'-9" 6'-9" 6'-9" U :� a 8"ECO-GREEN ROOF PANELS III 8"ECO-GREEN ROOF PANELS 27'-0" W Q Y 0 z 0 LU Q U 5 o Z III W � Q CL UN 0 m Z w 3 O 4 Mill N � N M 6 N N 3 O Seat - 3 III ARCN�TF �\CHnEL G!? _ d Dare:0&16.17 F III a , 3 co k DRAM-. ODO • 0 CHECKED t z 8"ECO-GREEN ROOF PANELS 8"ECO-GREEN ROOF PANELS z LAYOUT PLAN " a��1 uwxDSPACE xO a NS403 N 02sxEETTme: SrgrE F�1 PLAN VIEWS WINDOW-50.625 WINDOW-50.625 WINDOW-50625 WINDOW-50.625 WINDOW-50625 WINDOW-50.625 sx�r 27-0" 1 A B C D E F G H I J K (D conn engineering consultants,inc. 107 n bridge st lndm m 48451 p 8104584350 f 8104584592 wwwcgmengvreenng cam �-� LIVINGSPACE :i";? I, SUNROOMS' 24" 24" 13100 Eckel Juno—Rd e. PeflW—g 0"4355 p 419.866.]705 f 419 386 2683 2 _ www WngtPacesu uaam com �O �O copyright information Hcp H tb wrx..mnmex.�wa.mw . O OGe TEMPERED SAFETY gC 3� > Z Z GLASS PER IRCnaa«roa�c m�cec �n.ma O SECTION R308 6"SIP PANELS BY OTHERS O . Isar,. wnra N W t¢/J W na«'tmneFtn.�'mi4cWAaw*mohna �w�r TMarca haedeunwNxMwheen pope4YWC fiynamhq N Q to CmwOaMak mdro Wd7lomlceimrw W() W fJ movum Wencn mWa� loro'n WEn9ir��Cuiwhml tic. iE W w 0- w O- Oaotocan e+ml�acu®4m nc r to .3 6"ECO-GREEN KNEE-WALL 8'ECO-GREEN KNEE-WALL information L 20'-0" 4'-7 7/8" 15-4 1/8" 20'-0" LEFT SIDE ELEVATION RIGHT SIDE ELEVATION w UJ Z N Z J Lu 0 < LU O Z LU U Z w 5 12 12 O w 3� -�3 C< L Q 12" 12" 6 - - Qseal BD Rch'i SONG nEL 7 6"ECO-GREEN KNEE-WALL Ui y�e 91r� �� DATE:0110.17 CO REV. Dmvmx 000 L 7'-0" I fVitt�i CNECKEDs 2 LLL �( i LWINOSPACE NOr N0103 4 c SHEET TTM1E s l�>, NO 024a3� �� ELEVATIONS FRONT ELEVATION �TEOF N 1 SHEET A B C D E F G H I J K BEAR RIDGE BEAM ON EXISTING EXISTING SHEATHING BEARING WALL(ADD SUPPORT AS REQUIRED) EXISTING SIDING Conn engineering 8"ECO GREEN ROOF PANELS consultants,inc. ENGINEERED RIDGE BEAM 114'x 5"SELF TAPPING HEX BOLT @ 12" SEE SHEET-8 FOR DETAILS am 107 wddg.Sta�m m OFF END&36"O.C. lode cm485l intlen,Im 48451 p 810 458.4350 f 810458.4592 www comengneedng com LU tic LIVINGSPACE V = _SUNROOMS" WALL PANEL 13100 Eckel Junclwn Rd 477 Penysc"rg OH 43551 2 x 10 LEDGER ATTACHED TO p 419 866 7705 UI f 419 386 2683 "O.C. 2 EXISTING W/1/7'LAGS @ 16 Z www Fing•pacesumoomicpm THROUGH BOLTS @ 30"O.0 copynght Information h OR 1/Z EXISTING STRUCTUREx LU wr4.a,.ran.,.dnae..,,rowlono • u.mo�eimam. uae.;mwsa�m�'�r,wam,9 wmnw,, cemRerc�eaa SUNROOM WALL SYSTEMo�� � or nw,m I'�GO'a�n�"`s.�o�:nism�re�mn o�owa amuoR.wl a 2reea a mono WALL STARTER �. �. a�mf9.".m, 6"ECO-GREEN KNEE-WALL aM vnoae aow4 Cre camn M Cnv, e6abaMCmve<mhM WALL EXPANDER 6'ECO-GREEN DECK PANELS fob 3 Information 3-2 x 8 WOOD BEAM EXISTING SIDING SIMPSON LPC6Z OR SIMILAR,(2)PER JOINT 6x6 WOOD POST WALL ATTACHMENT D ETAI L FINISH GRADE SIMPSON ABA66Z OR SIMILAR NONE 4 w CONCRETE FOOTING REFER Z N U TO SHEET 1 FOR SIZING Q LO J 01 BUILDING SECTION FLOORSTARTER '�M'.: z PROFILE(SUNROOM LJJ COMPONENT) 1/4'x 5"SCREW D 1 MAX 12"OFF END NONE AND 36'O.C.(TYP.) QJ O Z U-1 Q 5 2x TOP PLATE 0 C NEW WOOD BEAM EPS CORE � Q U t (2)2x RIDGE SUPPORT INTERIOR OSB SKIN (TYP.) 6 1/8"x3"WOODSCREW MAX 6'OFF END EXTERIOR EXISTING RIM JOIST AND 16"O.C.(TYP.) OSB SKIN EXISTING DOUBLE TOP PLATE STAGGERED INSTALLATION (TYP.) Sea - D AR y #8xl 1/4"WOODSCREW OICHAF EXISTING WALL STUDS WITH > ? MAX 12"Off END 2x SILL PLATE Cli�1?Y1 R9T? �0 INSULATION AND 1/2"DRYWALL J J J AND 16"O.C.(TYP.) Fp A 7 ON INSIDE FACE OF STUDS Y DA7D'O&16^7 3 <3 3 3 REV WOOD DECK fp; DRAWNi CDD CHEWCEDS SxSL-� LPMeSPACE NOS EM0 RIDGE SUPPORT DETAIL SIP KNEEWALL DETAIL �s'�,9 No.o2g831 yo�� BUILDINGSECTION qT�O F N &CONNECTION DETAILS r � NONE NONE SHED 3 A B C D E F G H I J K #14 x 10"SIP SCREW @ 16"O.0 #14 x 10"SIP SCREW @ 16"O.0 (D #14 x 10"SIP SCREW @ 16"o C. conn engineering #10x1"SELF TAPPING SCREWS 18"O.C. consultants,inc. cummmFntltslmMba'IiNlgewMeeatbMKl 1 NuclvNeM""aN9 #10x1"SELF TAPPING SCREWS #10x1"SELF TAPPING SCREWS 107 n UWE.It ` I8 O.C. 18"O C. p 8704584350 Mden n 494s1 •i �;T•' .F•• f 810459.4594 COmwngineenng.cmrl `•tio °.+ LIVINGSPACE *• 'yi R k' 1•� 't'M1 -•K' i�SII 00 3 `, .r,.• ~, �_•+ ~s� ~'� 13100 EdcelJuncXon RE �� .a •,`,.:..,•':•::,i�. err: :._' •,,:`. •••''; "�}...J•,' .. t+.'• ♦h' pen 9xR8.OH 435.51 2 ALUMINUM FASCIA SWIVEL HEADER ` f 479 36679ps O f 419386.2683 www hin 4193861 ms com ALUMINUM INSERT O SWIVEL HEADER SWIVEL HEADER copynght Infonnahon ALUMINUM FASCIA ALUMINUM FASCIA ® ww, " mao-":aoa.�r,aev..�nndina". WALL HEADER ALUMINUM INSERT ALUMINUM INSERT wa.ro, w "w m�aairo #10x1"SELF TAPPING SCREWSwxmunrma #10x1"SELF TAPPING SCREWS #10X1"SELF TAPPING SCREWS a wr«w"oM.w"rea mmm a AT ENDS&ALONG MIDPOINT AT ENDS&ALONG MIDPOINT WALL HEADER AT ENDS&ALONG MIDPOINT WALL HEADER �4w� e AS NEEDED TO ELIMINATE aa� m" ra Amro.«1v MOVEMENT AS NEEDED TO ELIMINATE AS NEEDED TO ELIMINATE ° moo ro MOVEMENT MOVEMENT "m«A rte.�AM4. "r�� 0 � � egnren.pcnu,omi, pmiocamu�eama cma.w"n"c ° lob 3 ❑ Informa4on f" 03: BRICKMOUL Z_ W BRICKMOUL 3 = ■ 2 4 � "' L1J O = © o = W O ZLo A OZ O\ d Z Zn o U 5 "... 0 Q ~ e W o Q U) SOLID KICK SOLID KICK 2 0_FF WA C C G cd 6 W aCL = 1 M NZ w '' '"` seal #10x5"SCREWS IN WOOD DECK OR " 1/4"x47APCONS/CONCRETE ANCHORS FOR CONCRETE APPLICATIONS DATE.03.18.17 5REVF ' !} &] DRAM, 000 J CNECIMO: its - IJVMGSPACE NO: #3403 ©KICK W/GLASS OPTION �t OPTIONAL SILL&WALL ATTACHMENT N �T�TF A$ �0� SECTIONS AND DETAILS OF N SHEET 4 A B C D E F G H I J K #10x2"TEK SCREW-\ #10x2"TEK SCREW 2 PER SIDE 2 PER SIDE conn engineering WINDOW WIDTi I consultants,inc. Ir E E C1 107 m rd;;51 i egi❑ J mgirweerng cm J LiviNGSPAC ❑ ❑ 3 w j _�_-_`�_�_���-SUN ROOMS_ H SOLID KICK SOLID KICK = 13190 Eckel Junchen Rd D Pen4-0.off 43551 O O p 419 866 7705 1 419396,4683 2 www iving.pecesunroam com WINDOW HORIZONTAL VIEW O WINDOW SECTION copyright information. teao�amce m f rom aoee�mn mr a",au,.mmelsivwd�9®tea KICKPANEL ❑ �°°"""" °' � WIDTH =�save��nm w eroNa oovo.a um cmv,eamK omm°�`aas aia.��' cssd,�r w9,w 4viuo.ws amain.ror an mmm•.mw+n.�wwvacw cwegne,m9 co"wmrw,nc C lob 3 #10x5"SCREWS IN WOOD OR Informot+on 1/4'k4'TAP CONS/CONCRETE ANCHORS FOR CONCRETE 3 APPLICATIONS G w to 0 GLASS KICK GLASS KICK = O O O H ❑ SOLID PANEL C1 GLASS KICK HORIZONTAL VIEW UJ4 PATIO DOORt Z .s. W WIDTH U J LO t 0 1G w 0 Z CORNER O W KL Z W 5 plx � CONNECTIONS &ATTACHMENT PLAN VIEW Q © U :E BRICKMOULD BRICKMOUL O` PATIO DOOR HORIZONTAL VIEW 6 SWING DOOR WIDT VINYL DOOR SLAB sed 4 aIL u ��ED Rch'i a i �,� �0 HAI G e R� oq INSULATED GLASS UNIT n � , DATE.-05.16.177 s `i M,RRAVM s 611118o+ CHECKED r uvR4asrweE NO #807 #10x2 1/2" SCREW t�T N 4831 yOQ� F TM 3 PER SIDE BRICKMOULD '9T sxSECTIONTIONe:OF � S AND DETAILS SWING DOOR HORIZONTAL DETAIL sH�r 5 A B C D E F G H I J K conn engineering consultants,inc. necn..ae�nae,o,o 1 , 107 n t edge St Inde rtu 48451 p 810 458 4350 1 8104584592 www Connengneedng tom 2414x5'SCREWS aw LIVINGSPACE THROUGH KEY TOWER SUNROOMS- OI 13100 Eckel Junction Rd I eo+n,ear,arrornn.n+gsm�m.v6me7„,rmm4a3m• 7705 5mro541 2410x1"SCREWS Q. p419ei3-#10x1"SCREWS 3#10x1"SCREWS ,O . 3 Ivngspmnen �ceao4wum2 0 copynghT mformahon 0 ,� , IL IL .. d ° � I D�uc"m W ee rorawbc 2n L i I I//y / --I/ job information 3 FLOOR STARTER FLOOR STARTER FLOOR STARTER 2-#14x5'SCREWS 2-#14x5"SCREWS THROUGH KEY TOWER THROUGH KEY TOWER CORNER POST TO FLOOR CONNECTION JAMB POST TO FLOOR CONNECTION WALL POST TO FLOOR CONNECTION • 4 WALL HEADER WALL HEADER uJ UJ Z N U < a ,Lu 0 Z 2-#10x1"SCREWS(TYP) W O 16 / o Z 5 / r- / I I /I Q H w II THRO2-#14xGSCREWS T 4#10x1"SCREWS PER SIDE OF II 00 II L Q THROUGH KEY TOWER �i POST,THROUGH KEY FLANGES U c OR TOE NAIL INTO POST O I p I U L OU I I I I ANO INTO HEADER — zj< 4-#10x1"SCREWS THROUGH 3 I y I HEADER INTO TOWER I #14x5'SCREWS / I 2-#14x5'SCREWTHROUGH KEY TOWER,OR TOE-NAIL THROUGH KWICK THROUGH POST &INTO FLOOR STARTER FLOOR STARTER KONNECT(TYP.) HEADER 6 CORNER 84 HEADER CONNECTION WALL POST&HEADER CONNECTION RIDGE BEAM TO POST TO FLOOR CONNECTION seal A R Al �O\CHAEL G'� 7 t J r(n DATE:05.76.77 ; �' A REV, r DM77N s ODG CHECKED: LIVINGSPACE NO.- 59463 xs SHEET TRLE. �T NO 02gZ;5 yO SECTIONS AND DETAILS qrF O F N SHEET 6 A B C D E F G H I J K LEDGER BOARD ATTACHMENT OPTIONS ID ECO G RE E N DECK conn engineering consultants,inc. commsflaHYb•bnA.msfiMhwMleilOanGd 1 MxNr"I erlgNeeh9 . 7/16"OSB 107n bidge sl rode-48451 r P 8104584350 f 21045HAM Twww comwrpprw ng com 5-5/8"EPS CUT BOTTOM OSB FOR •',;,,•_y;•'Yw�,�✓ �re�rk�o "STEPPED"LEDGER n 21" `t ' ,^yt;tY. "`k F��a sr•� LIVINGSPACE 7/16"OSB {� -- 24" �-- Double 2 x 6 BZ }c`:9f' t �n.'t'y:atA• C,^�t'� .t SUNROOS" STANDARD 2X 6 DE8, 2x s yer: :; vw ` r' •t.;�.`::'r„y\�{• ,... 13100Eckel�uncnon Rd DECKING SHOWN. 2 X 8, 2 X 10 AND 2 X 12 THICKNESSES ARE ALSO AVAILABLE AS :'. }; }y Y�::•;µ;_ ;� Pep 419g"X0551 •• P 419.866 N 43 .�,}:.:`�; `':a•• •y.:`^;.''•A:.�-• (41PM62663 2 NEEDED FOR STRUCTURAL/INSULATION PERFORMANCE REQUIREMENTS .•�,:•:• - "':;;•: gP== = ="m TREATED CARRIAGE BOLT LUMBER SILL THROUGH BAND RIM copynght lnfonnahon• 6�ax"renc.n x o"mvma.m m a. PANEL CLEAR SPAN(FROM LEDGER Panel S ans 2 X 6 Joists 2 X 8 Joists 2 X 10 Joists 2 X 12 Joists BOARD TO SUPPORT BEAM) �Deflection'.Multi lies' s;L/+360}"' - `.>}�' .,L'/-360=:''•,-,` ::�;'C/360�� " �,� 'a�. ''t..L/,360,( w,�„r�l>�,"� LL 8'-0" 139 150+ 150+ 150+ U) 9-0" 150+ 150+ 150+ �°°�^° "ten D. CARRIAGE BOLT ca.are�nm.wao"nacemers-.•w 10'-0" 103 147 150+ 150+ LAG BOLT '«�« w� "`�" `%«" N 6+7`9 anvRun4h Fc =�' 125 150+ 150+ DOUBLE 2xe INTO SILL PLATE 2 X 10 BOARD " _ «« 3 12'-0" 72 105 150+ 150+ BOARD 2 X 4 BOARD In ormahon 13'-0" 61 89 130 150+ „ ,r 2x10 \- OPTION 1 OPTION 2 m - 14'-0 53 77 112 150+ CD 15'-0" 46 67 97 133 Structural Panel w 16'-0" N/A 59 86 117 Clear Span(see 17'-0" N/A 52 76 103 Spacing Per chart) 18'-0" N/A 47 68 92 LOcal Codea CUT BOTTOM OSB FOR "STEPPED" LEDGER 4 "STEP ED LEDGUT BOTTOM ER rb•'�• ^.2J,!ir s?.•^"k-} .\„r'•y\�:•�r4�?:-' Li J`+ i U Q Lo ��+`r'�,p•r•��•t rayt:�c,,.3.)'ry`•i' ar.��:..,'•:.��:.''�."'• yt'.r•+: J l i': .'fY a j..sl''•'La'�'w;� •,,'lt~��.; ��:�•. ,'''i."4�t w�1,..:�«� LW Q s•-- (2)12d Nails E 8d Nails @ 6"O.C. 0 } Side @ 12"O.C. Into Each 2 X LAG BOLT W Z INTO SILL PLATE w O DECK TO BEAM ATTACHMENT CARRIAGE BOLTS Z C 5 THROUGH BAND RIM O De Q 2 X 4 BOARD = Q #14 x 8"SIP SCREW @ 12"O.C. 2 X 10 BOARD 2 X 10 BOARD U 0 2 X 4 BOARD ON OPTION 3 OPTION 4 6 2 X 6 RIM BOARD seal 6" ECO-GREEN DECK PANEL oil P 0 DATE:09.70.17 7 P". DNAINH: Mr CHECKED: LIVINGSPACE NO: 85403 ' SHEET TRLE. SIMPSON LPC6Z OR SIMILAR f 5' DECK CONNECTION (2)PER JOINTk6' (3)2 X 8 BOARD �� NO 02x8 � DETAILS WOOD POST T�OF N SHEET L7 A B C D E F G H I J K +r ALUMINUM SKIN ROOF PANEL SPAN CHARTS CATHEDRAL RIDGE BEAM SELECTION GUIDE (D MAXDAUM SNAPLOCK ROOF PANEL SPANS conn engineering ..... _ DEAD AND LIVE LOAD AND/OR SNOW LOADS(lbs.per sq. ft.) consultants,inc. Snow Overall Width f Cathedral "B" wall „�= FOAM—15#Density E.P.S Aluminum 3003Alloy—Hardness HI4 �eBOVNn°„�"a`�y "ona1e9pen`" 1 Load.j'12114116 18120122124 26 28 30132134136 38 40 42144 46 48 -aa ��\ 3 PLY ROOF PANELS 4 PLY 7/16"OSB COMPOSITE ROOF PANELS 107 n,°�;1 8 ' _,,, - 11 �zg� ��� Panel DD&LL @ 221bs.Per Sq.Ft Panel DD&LL @ 22 lbs.Per Sq.Ft. Pale. 10 `^ i,` Thick- Tluck- f 81045845U ness Maximum Span(increases with cantilever) ness Maximum Span(increases with cantilever) "'""omengm."'Ce"' W 12 6"Beam ,: „ - N d 14 .r '• `� No Overhang 1 Ft Overhang 2 Ft Overhang 3 Ft Overhang 4 Ft Overhang No Overhang 1 Ft Overhang 2 Ft Overhang 3 Ft Overhang 4 Ft Overhang I ,i,' 16 ,• %e 3" 16'-8" 16'-9" 1 T_I" 1T-11" 18'-10" 3" 20'-6" 20'-10" 21'-1" 21'-6" 22'-1" 3I S IVINGSPACE \ 4" 1T-10" 18"-On 18'-4" 18'-9„ 19'-9.1 4" 2l'-6" 21'-8" 21'-11" 22'-4" 22'-11 _ UNROOMS"° 18 8"Beam• „ „ aleOEPkelJunchonRE 20 ",.; `t ` n 6" 19'-8" 19'-9' 20'-0" 20'-7" 21 -3' 6" 23'-0" 23 -2 23'-5" 23 -10" 24'-5 NI'}' ��„, ep �� Perrysburg.OM 43551 a—� 22 "!tea/� �o1ec DD&LL @ 32 lbs.Per Sq.Ft. DD&LL @ 32 lbs.Per Sq.Ft. °;;; ' ,�" `'i. " -, vmv.bfng,Po=evmaoms coin 386 2613 2 24 : ":;a �afh \ 0ea� 3" 15'-2" 15'-4" 15'-10" 16'-4" IT-T' 3" 18'-7" 18'-9" 19'-0" 19,-5" 20'-0'" copyright information. 4" 16'-2" 16'-4" 16'-9" 17'-9" 18'-5" 4" 20'-0" 20'-2" 20'-5" 20'-10" 21'-5" 26 12"Beamm„p„a” P 28 6" 18'-9" 18'-10" 19'-3" 19'-10" 20'-8" 6" 22'-7" 22'-9" 23'-0" 23'-5" 24--10" a cssmw«an m.nw �m.s The charts at the left of this page should be DD&LL @ 42 lbs.Per S Ft. DD&LL 42 lbs.Per S Ft. erKo m"aaamn o,+n"u c"""„",n+re Sq. @ q• ( 3" 13'-7" 13'-9" 14'-4" 15'-2" 16'-4" 3" 17'-6" 17"-8" IT-11"' 18'-4" 18'-11" referenced for beam size selection beams 30 PSF „ „ are available in 6",8", 10"and 12"depths) 4" 14'-11" 15"-1" 15'-7" 16'-5" IT-5" 4^ 19'-7" 19'-9" 20'-0" 20'-S' 2]'-0" Snow Overall Width of Cathedral B wall Load. 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 ��based on required beam span(measured in 6" 171-11" 18'-118'-6 19 0 20'-0" 6" 21'-10" 22'-0" 22'-3" 22'-S" 23'-5" $ '1111,, ;, " . _,•_ - Beam Projection )and overall Cathedral B' DD&LL @ 57 lbs.Per Sq.Ft. DD&LL @ 57 lbs.Per Sq.Ft. ... ,.s Al " lob 3 10 s"Beam ,„'.';;<„' wall width. Use the appropriate chart for 3” I P-4" 11'-7" 12'-2'" 13'-2" 116'-4" 4'-4" 3" 16'-2" 16'-4" 16'-7" 1T-0" IT-7" informahow our local Snow Load requirements see t0 4" IT-4" IT-7" 14'-3' 15'-2" 16'-4" 4" 18'-4" 18'-7" 18'-10" 19'-4" 191-111, 12 :,,i.• :.4 - 16'_10" 17'_4" 18'-1" 19'-1" 6" 20'_0" 20'-2„ 20'-5" 20'-10" 21'-5„ 14 8"Beam left corner of chart for reference). 6" 16' s" 16 - ft 20 t y ': Example: ECO-GREEN ROOF PANEL SPAN CHARTS 22 «`.' n ° Ina 30 PSF Snow Load region, if UNIFORM TRANSVERSE LOADS(ROUNDED TO NEAREST WHOLE NUMBER) 7 24 - 4 26 12"Beam constructing an 18 ft. Projection X 20 ft. "B" PANEL 28 wall Cathedral sunroom,an 8"beam would LENGTH 6-1/2 Inch Thick SIP 8-1/4 Inch Thick SIP 10-1/4 Inch Thick SIP 12-1/4 Inch Thick SIP w be sufficient(See Arrow). (ft) w Z N U Q to 40 PSFDeflection Limit Deflection Limit Deflection Limit Deflection Limit Z —J O� Snow Overall Width of Cathedral "B" Wall L1180 1/240 L1360 1/180 L1240 L1360 1/180 1/240 1/360 1/180 L1240 L1360 W Q Load. 12T1_4 16 18 20 22 24126 28 30 32 34136 38 40 42 44 46 48 Beam Specs. t'.5 p 8 102 .• ''81;"'. 57 z;" 112 89;" J8,",, 123 97`,°.'' 97;. 4' 134 1'06 106'. N O } 8 ?"r 0.19"3003 H14 Aluminum Allo La 10 76 58 39 83 67- 55,,' 90 73..' - `73,'.a 97 79 79,' W O Z 10 6"Beam -i,;40",Beam, `i, Y Laminated 12 54 41 ;27T: 62 59,_ 55'' 66 :,63,+ 63,.:' ~ 2100 F1.8E Grade Dimensional Lumber,4 ply W Q 12 8"Beam overall construction 14 39 30` 20.; 46 ''r f44,. 29',''' 49 49'.'' 41, 52 52 52 Z U 5 3 14 `;'- (aluminum/lumber/lumber/aluminum). 16 29 22` 15 39 22' 42 42' 32 44 44'`? 42; O 18 Lumber Specifications 18 22 =17. , M/A.0 L ' 34 26y ,25 '` 39 39. 33, t`o' 20 Repetitive Member Uses:2400 20 N/A -N/A'' N/A`' 27 "20' 13 33 29'" - .26' I_` MFor Sl:Lnch=254mm,ifoot=3048mm,1`psf=479Pa e "' ;1,' A,. Y, - U � 22 12"Beam Modulus of Elasticity"E".1,800,000 p 1 The tabulated values are for panels with single span simply supported conditions with the panels supported each end on minimum 11/2-inch wide continuous supports in contact with the face of the panels, 011 3 24 Tensile Stress Parallel to Grain"F":1575 such as roof and floor panels. 26 Compression Stress Parallel to Grain"F" 1700 2 Tabulated values are applicable to panels installed with either the block or OSB surface splines described in Section 3 11 installed at the longitudinal panel joints 28 - 3 Tabulated values are applicable to panels installed with the strong axis of the OSB panel facers parallel to the panel span. I 4 values printed in italics are based on panel strength rather than stiffness. 6 3" S The 41/2-inch thick roof panels,having a minimum width of 4 feet,subject to concentrated roof maintenance live bads must be limited to a maximum span of 8 feet S PSF Overall Width of Cathedral "B" wall Snow Double Laminated 8" ECO-GREEN PANELS Load. 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Dimensional Lumber #1a x 10"SIP SCREW @ 1s"O.0 seal 8 it , fi i;,'t 10 ;w t _ m 12 ; : ;gra`{,';°-`Et �� FR�� ARC s rs h 16 -,y Ridge Beam ► — 5 �QNpjiCHgF�O l ` „ p/,t(/�a DATE,os ssa718 -J; Cross Section o7 .te7 777 tl�i;^4,+,.n�. •1•=�'s REVr e DRAWN: GOO 7 24 :.moi; - _4.W., a. =r �� r• cNEetffor . LmO9vACE NO, ®sws Aluminum Skin,'`'m3i { ds i �,9T�N0I�2 SMET TfE e 28 kx n: O24 ROOF 8.BEAM DATA OF N 8 RIDGE BEAM ROOF PANEL TO RIDGE BEAM DETAIL 8 AJ8 COMPLIANCE-ADDITIONS TEMPERED SAFETY GLASS AJ801 -THE PROPOSED REAR SUNROOM ADDTION DOES NOT CREATE OR EXTEND ANY NON-ICONFORMITY.THE CONFORM TO R308 2015 IRC EXISTING HOUSE CONFORMS TO HEIGHT,STRUCTURAL STRENGTH,FIRE SAFETY,MEANS OF EGRESS,AS WELL AS MECHANICAL,PLUMBING&ELECTRICAL CAPABILITIES. AJ801.4 OTHER WORK-THERE IS NO REPAIR OR ALTERATION WORK WITHIN THE EXISTING HOUSE.THEREFORE, 20'-0" NOT REQUIRED UIRED TO CONFORM TO SECTION AJ3 REPAIRS. AJ802-FIRE&LIFE SAFETY PROTECTION a AJ8023 SMOKE ALARMS-N/A 51" 51" 51" 72" AJ802.1 POWER SOURCE-N/A AJ802 3 CARBON MONOXIDE ALARMS-N/A AJ802 4 AUTOMATIC,SPRINKI ER SYSTEM -N/A NO 3R"STORY r A 803.1-ADDITIONAL LOADS ARE BEING ADDED-N/A &1803.2 FLQ01)H - RD AREAS-NUA AJ804.1 MECHANICAL GENERAL.-THE PROPOSED SUNROOM IS THERMALLY ISOLATED SO NO NEW HEATING LOADS GFI WILL BE IMPOSED UPON THE EXISTING MECHANICAL SYSTEM AJ805 PLUMBING EXTERIOR LIGHT AJ805.1-N/A _ . AJ805 2-SANITARY DISPOSAL SYSTEM-THE PROPOSED SUNROOM ADDITION IS NOT HABITABLE,NO NEW �o`o CONFORM TO ADDITIONAL BEDROOMS ARE BEING ADDED TO THE PRIMARY RESIDENCE;THEREFORE,THE ADDITIONAL SEPTIC . I 8303.6 SYSTEM SHALL NOT BE REQUIRED TO BE UPGRADED. E3803.3 2015 IRC i AJ806 1 ELECTRICAL- THE PROPOSED SUNROOM ADDITION CONFORMS TO CHAPTERS 33 THRU 42 2015 IRC, zzw CHAPTER 37 BRANCH FEEDERS-THE PROPOSED REAR SUNROOM CONSISTS OF A SEPARATE CIRCUIT AND DUPLEX a OUTLETS IN THE SUNROOM AND LIGHTING 0 CHAPTER 38 ELFCTRICAI WIRING-CONFORMS O CHAPTER 39-RECEPTACLE DISTRIBUTION-CONFORMS t a a EXISTING , F. -CONFORM"O T,E3803 LGITTING AT STAIRWAY/ENTRY c w EXISTING BEDROOM CHAPTER 40 LUMINAIRES F RMS LIVING ROOM CHAPTER 41-N/A CHAPTER 42-N/A � � .w�..,....,�,... 0o w CLG. FAN 'r EXISTING W r, �rT7 �, oo SUPPLIED BEDROOM N EXPO S U RE SGB�' kn BY OWNER ti •`'' t h tt' STRUCTURAL RIDGE 2-1 '/<"X 117/8" LVL � R301.L1 ALTERNATIVE PROVISIONS " , THE FOLLOWING REFERENCE STANDARD WAS USED IN THE DESIGN OF THE N ..:�=_✓ CABLE LINE STRUCTURE: � -�'.. NEW SUNROOM FOR TV EXISTING 2015 WFCM ERMALLY ISOLATED W � BATHROOM d W "WOOD FRAME CONSTRJUCTION MANUAL FOR ONE AND TWO FAMILY a (THERMALLY ) DWELLINGS 2015 EDITION w rr : REMOVE WINDOW IN •--- W �'" � aell TABLE 8301.2 (1) DINING ROOM [--� ►� i CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O FRAME NEW OPENING z INSTALL NEW FWN 4068 EXISTING U . GROUND SNOW LOAD=25 LBS./FT-2 w FRENCH DOORS __.. � � KITCHEN WIND DESIGN SPEED=140 (63)MPH n w 2-2"X 8"HDR. EXISTING R301.2(4)A oo �. EXISTING DINING ROOM TOPOGRAPHIC EFFECTS=NO '/� BATH � DUPLEX OUTLET ,��, � EXISTING 8301.2.1.5 TYP.OF 9BEDROOM_ -- - SPECIAL WIND REGION=NO - - 001.2.1.5 WIND BORNE DEBRIS REGION ZONE=NO EXISTING R301.2.1.2.1 tn « „ FRONT PORCH SEISMIC DESIGN CATEGORY= B - t 8301.2.2.1 S0 518"' .w�. , WEATHERING CATEGORY FOR CONCRETE EXPOSURE=SEVERE r.. 8301.2(3) 20'-0" O FROST LINE DEPTH=3'-0" " 8301.2 1) FIRST FLOOR PLAN U U ( P CHEAT PUMP 8403.1(1) --_-__ _..�........ .._....-�._..... � � TE TO HEAVY ` Z �l _..n..__ ►-� TERMITE =MODERATE #PTC123 TAC 42"X 16" 3.75" SCALE: '/a" = 1'-0" 8301.2(6) , UL LISTED A MB LY DO NOT PROCEED WITH COMPLY WITH ALL CODES OF i WINTER DESIGN TEMP.=11 o F COOLING CITY=12,000/12,000 BTU/H FRA!,"IIl ' UNTIL SURVEY NEW YORK STATE & TOWN CODEC R301.2(1) ISOLINES 97 '/2% WINTER DESIGN TEMP. HEATIN APA TY=11,500/11,300 BTU/H ' ?, UNDERLAYMENT=YES EER= .0/11.0 OFFUUI�../�,FIONLOVED. AS REQUIRED AND C':NDIT!ONS O ICE BARRIERHAS BEEN APPROVED. 8905.1.2 R905.4.3.1 R905.5.3.1 R905.6.3.1 R905.7-3.1 R905.8.3.1 voL GE=230/208 ^ FLOOD HAZARD=NO S=5.6 APPROVED AS NOTED - QO OR]LESS _ OOR TANGENTIAL AN FOR QUIET OPERATION � � Ir' �U AIR FREEZING INDEX-15 . - .. IGISMART CONTROL BOARD FOR ENERGY SAVINGS DATE: B.P.# THESE DRAWINGS ARE IN COMPLIANCE WITH THE 2015 II s I ,•,.T ' EES k R403.3(2) ND TING NOTIFY BUILDING DEPARTMENT /AT MEAN ANNUAL TEMP, RIVERHEAD=510 51oF INTERNATIONAL RESIDENTIAL CODE 2 PRIM STATION# 307134 2015 IRC -- 2ND PNTD.) AS ADOPTED BY NYS AND 'THE 765-1802 8 AM TO 4 PM FOR THE NATIONAL CLIMATICDATACENTER � FOLLOWING INSPECTIONS: X-�USAME�HOD 16 NYS SUPPLEMENT, AS WELL AS THE 2015 IECC. 1. FOUNDATION - TWO REQUIRED 0�►CU�ACY OR AIR FREEZING INCE 20 FOR POURED CONCRETE :BASE 32oF 2. ROUGH - FRAMING & PLUMBING USE I UNLAWFUL 3.� 4. FINAL-TCOONCTRUCTION MUST WITHOUT CERTIFICATE f BE COMPLETE FCR C.O. ®F OCCUPANCY ALL CONSTRUCTION SHALL MEET THE F;FQUIfiENENTS OF TH7 CODES OF NEW NEW SIDE YORK STATE. N��T RF�,PONSIBLE FOR ELECTRICAL SUNROOM ADDITION (THERMALLY ISOLATED) DESIGN OR CONS7FiUCTION ERRORS. ,� 6��Pi.C°i'dOEti REQ3JlF�E® (T T6?U'�S � RETAIN STOMA WATER RUNOFF NEW ROOF SHINGLES PURSUANT TO CHAPTER 236 -AOA�OA��'C= -- �1=cal�t�-r� 30 YR. ARCHITECTURAL 017 t UVVIV VUC. TO MATCH HOUSE w -0 ~ N 3/12 t , t • 71 i �� I H t , ___ � t,.•--a- yv...-• �..i I�.a�.1�..wTi1� � f -��ia... r�.w. ���. -_.- .�_..-..- _.._..—..—+...u.n.•.....s...«nw.�+.r.._r � ...uw,..» _-...,...r.. 6"SIP PANELS B/O I 6"ECO GREEN KNEEWALL r ~ -- -"" 6 ECO GREEN KNEEWALL _.-__ _ • r - `� P HH M I c� -, ...-.s a i ► _+r....aen.w+.w v,w,.,,..+..wa.,r,rta�e _ 6 LEFT SIDE ELEVATIONFRONT ELEVATION SCALE: 11-01,= 1'-0" - SCALE: '/4" - 1'-0" " i 0 1 111 111 IND THESE DRAWINGS ARE IN COMPLIANCE WITH THE 2015 PLOT PLAN INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING ��,� (2015 IRC -- 2 PNTD.) AS ADOPTED BY NYS AND THE 20 f 2016 NYS SUPPLEMENT, AS WELL AS THE 2015 (ECC. PROPOSED SQ. FOOTAGE SUNROOM ADDITION=20' X 27' =540 FT.2 yap ...-� -w.,. .•.,- 1 ....._.... . ..��:�i;..:....-.:::. w�......�._._.._,.__�. _.. ....aa...a._.....a......�.,.,..;,»' M 20'_0" 4' i r DOUBLE 2x SPLINE ; 6"ECO GREEN DECK PANELS 6" ECO-GREIEN DECK PANELS_ 1 1 � } y !. +a„wa.-,«vwn.,a..,,w,•xiw,.....:„a.+�.,r.�,.r«..,�.�a�....va�,.a.,�a. t r .•r ,.......• .w.....a 1 EXISTING • CRAWL SPACE 0� ct ' ;o p�mly. _ m N � { ; •1 E r Lr+ • mN mp, m W fnCt j'Ki '�ti� • i t t N r� J > �D �oy �y �D �.cD v_m v� nm nrt�yn C) •� �/ 1 C N ^t A >rn r M ai ¢ t y'{I F-� I'•fl a ' :•,�� A Nn N(7 wn NK) pND r i i I .+�, l 1 ~I . 0 il p ♦ I y m , m T fell �P -p ♦♦♦ 1 g ✓ w w O w N p n f k 0 N.01 t I w m ' � .Gl r i EXIXTING CELLAR roNOT HEATED {�a a �,�.,..� z.. ..._...:•, ,.._ .._ ,...�.__.._.. .._.,.w__. - _� _ ..._.. .._ ,� ,� v4 - - ---, -- _ - •r NOT FINISHED O W - __._......._..._._ G1 w NOT HABITABLE .- .,•, s�7 6" ECO-GREEN DECK PANELS � N Hyl 1 6" ECO-GREEN DECK PANELS { )' , • t �•: ''''�+all tl DOUBLE 2x SPLINE 101-91 F-i a) r ;' n 20'-T LD DOWN DEVICE SIMPSON#LTS19-TZ ►�I MIN.750 I.B.CAPACITY � M +' 1 � O H I�` / AT 4 LOCATIONS.EVENLY DISTRIBUTED ALONG DECK AND(1)WITHIN 2'OF Q ' EACH END OF THE LEDGER IN FULL Z COMPLIANCE WITH FIGURE 507.2.3(2)2015 IRC --�yy 20'-0" V C� H i SHEATHING FOUNDATION PLAN a �'�-��.�.13;• • NOTE' SIDING _..e__.._._<,._. __...._._..._..._ ..,_ • ' THIS DETAIL IS APPLICADL FLASHING FOR `Z 14 WHERE FLOOR JOISTS ARE SCALE: i/4" - 1'-0" PARALLEL TO DECK JOISTS. WATER TIGHTNESS f DECKING •-"'_- -a-.. 022'201,121W •nai_si -- '�X APPROVED JOIST HANGERS a 2•F.11N 2x LEDGE/?WITH FASTENER IN ACCORDANCE WITH TAELE 8507.2 "1 OOK - • HOLD DOV'JN DEVICE MIN 750 LB CAPACITY "`,► LA�jr TABLE R507.6 FLOOR JOISTS AT s LOCATIONS.EVENLY DIS TRIBUTED 1�L DECK BEAM SPAN LENGTHS"(tL=ln.) ALONG DECK AND ONE WITH N 2'OF EACH DECK JOIST SPAN LESS THAN OREOUALTO: L END OF THE LEDGER.HOLD OWN DEVICES i sveclEs' staE• (feet) SHALL FULLY ENGAGE DECK JOIST PER a s e to is 14 Is a HOLD DOWN b1ANUFACTURE . 2-2 x 6 6.11 5.11 .4 i 4-10 4�6 4-3 44) TABLE 8507.5 DECK JOIST SPANS FOR COMMON LUMBER SIPECIES'(tt.•In•) 2-2 X's X_') 7.7 6-9 6.2 5.4 5.4 5-0 SPACtNG OF DECK JOiST3 wRH NO CANTILEVER' SPACING OF DECK JOISTS WITH CANTILEVERS' _ x 10 10.3 9.0 8.0 7-3 6.9 6-S 6-0 A FULLY THREADED '.• DIAD•1 TER LAG pncnfaN) (mcha) _ SCREW PREDRILLED W L11N 3'PENETRATION SPECIES' SIZE t2 Ta ss 2-2 x I2 12.2 10.7 9.5 8-7 810 7.6 7.0 TO CENTER OF TOP PLATE,STUDS,OR HEADER. 12 t8 24 Southern pint '1 6.8 6.8 b-8 i-2 x 6 8-2 7-$ (r•8 6-1 5.8 5-3 5-0 2 X 6 9 11 9 0:It 7 7 10 1 9-8 F,q S) I in,It._c 4 mau.I I, •1. ;nI h rvlt 2 X 8 13.1 I1-10 9.8 Ill•1 3-'-x 8 10-10 9-6 R-6 7.9 7.2 6.8 6-3 Snuthernpine 2 x 10 16.2 l4-0 11-5 10'6 )i'0 11'S 3-2 x 10 13.0 11.3 10.0 9-2 8-6 7-11 7-6 fHMENTIGURE 507.2. TE DECK ATTACHMENT FOR LATERAL LOADS 2 x 12 IR•0 l6.6 13-6 18.0 16.6 13.6 3-2 x 12 15.3 13.3 Il-l0 10'9 10-0 9'4 8-10 •x6 96 RR 7-2 6-3 6.3 b3 3x6or2-2%6 5.5 4.8 i 4.2 i 3-111 3-6 3.1 2.9 DoDF}as f r-larch°. 2 X 8 1 -6 i t•I 9 I 9.5 9.5 9-I 3 x R nr 2-2 x R 6.10 5 11 i 5'3 3•IU J•6 3•I 3.8 NEW SIDE hem-ft(' 1S.8 13-7 II.1 i 13.7 13-7 11-1 3X 10 cut-2X 10 x4 7.3 i 6-6 5.11 5.6 5.1 i 4.8 Jm SUNROOM ADDITION spruce-pine-fit" c 12.10 2 x 12 18.0 15.9 12-10 IR-0 15 ) 3 x 12 or 2-2 x l2 9.8 S 5 7.6 6-10 6-4 5-II i 5.7 5.7 5.7 [>„uglas fir-larch', �' � (THERMALLY ISOLATED) 2 X 6 8-10 8-0 7.0 5 7 4 x 6 6-5 5-6 4-11 4.6 4-2 1 3.11 3.8 hem-rte, f I a. Redw-axl. I 8.8 8.6 8.6 8.6 spruce-pinc•rir, u'cstcCA cedar. 2 X 8 l I.8 10.7 4 x R 8.5 7.3 (+6 5.11 5'6 i 5.2 1.10 Ee is ire O 12-3 12-3 10-7 mdutx.d. pondcrosapinc'. 2 x 10 IJ-I I 13.0 10 7 4 ucatcmccdam. 0 X IO 9-II 8.1 7.8 7.0 A-6 i 6'I S-8 f red pint' 2 X 12 17.5 I5-1 12-1 16 5 15.1 I.4 pclndcrovpinr'. J x 12 II•S 9•11 8.10 8•I 7d, 7'II 6.7 s I„ 4V► red pine' For Sl:1 inch=2SA mm.1 f x 4-304 3 mm.I p„und per aquae 6xn=0.(u.9►Pa,I wnd=d g 3-2 x 6 7-i 6-R 6-1I 5.6 a,1a:grade ulth wet aeni:e(agar. 3-2 X 8 9.8 8•G 7.7 6.11 6.5 6'0 5•R `"' t b.GmunJ mow h,ad,like IwJ=40 paf,dead load- c.Ground snow Inad.Inc hod=»0 pal.dead load=t0 paf.U9=?60 at mai span.IJA 1 RO at cantileacr w illi a:.0 pound point Iced applied w enf. t_2 X Il 12-1) 10.5 9.4 8•6 7.1U 7•4 C,•I 1 d.include%inuatng fxmr. 3-2 X 1-' 13.11 12.1 10 9 9•10 9.1 8-6 l a u Ith no inching(actor f .- - ..,,,,,,•,_„„„,,,,,,,,�,,,,,, I� e.\cxthcm spct e f. Canldesetnl pane not tscndrog the nominal depth of the)mal are permuted Far SL•1 lr,:h=:{4 mm.1 hxa=3W.x mm.1 p.,unJ per%quart 4xq=U W 74 kPa.I{>"urx)=U 4 V lg a hhh a fnwf11 mow had,list held=40 p.(.dc.+d h,rJ a 10 paL llJ a 3M at main alun,i1.1=IMI,at unhlcatr wth a 220•IxwnJ(xnnt lw1 applied at thM end ��� ��� �•�e•41_��•a.'•��µ•�'M� A � h.Beam%kupp„ning dam►jaiah(tom rune alde lxtl). a• .+..+_..,...•..,+.w... »...,,._..,,,...„,..,,..,..a„-....,, C. No'grade.ut1'enter fachm. ^z .._..i�# � A.,•.•,. '. NAL, _ d Neam depth.hall he greater Ihan„r equal to depth of)r i,ta w Ith a Du,h I+eam condfn,n + t Inclu,ka Bl:ring facu,I. { ,._,_.._..........:.._. _...-... -. _.._.... - ��•-.._..... . 1 e f. N,mhem'peeks.Ir -raiz Lwtor mac Included. !! I • ` } a TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION abed � 1� li i FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ' ' ' ! 0 FASTENER TYPE FASTENER SPACING �.._ --..-_,_._....._.__._...... .........._....._..._....._.,.�_..._ PANEL SPAN 4 FEET< 6 FEETL. <4 FEET PANEL SPAN PANEL SPAN r 4=8 FEET ._.,__ .___ ___.......__ .._. a• � .......y...M.,,,...,,.�.,�.„.,�., </=6 FEET w a V NO.8 WOOD SCREW BASED ANCHOR 8 TEMPERED GLASS _�_.........._.. _.. W/2 INCH EMBEDMENT LENGTH CONFORMING TO 8308 p.,l E-•I � 2015 IRC NO.10 WOOD SCREW BASED ANCHOR 16 12 9 W/2 INCH EMBEDMENT LENGTH 1A INCH LAG SCREW BASED ANCHOR 16 16 16 ' 1 W/2 INCH EMBEDMENT LENGTH FOR SII 1 INCH=25.4 MM 1 FOOT=304.8 MM 1 POUNID=4.448N 1 MILE PER HOUR=0.447 M/S ....-- .a.aaaa .a„a. - (timate desi m wind speeds and a 33 foot mean roof height. """" a. This table is based on 180 mph u g `-""� b. Fasteners shall be installed at opposing ends off the wood structural panels.Fasteners shall be located not less than I inch from the edge of the panel. THE HOUSE IS LOCATED IN A HIGH WIND BORNE DEBRIS REGION; HOWEVER, ' 1 penetrate through the exterior wall covering with an embedment length of not less than 2 inches r c. Anchors shall p g into the building frame.Fasteners shall be locgited not less than 2 1/2 inches from the edge of concrete block or THE HOMEOWNER WILL BE INSTALLING STRUCTURAL PANELS CONFORMING TO TABLE R30L2.1.2 2015 IRC. THEREFORE THE WINDOWS AND REAR ELEVATION t �� concrete. � - d. Panels attached to masonry or masonry/stuccio shall be attached using vibration resistant anchors having a DOOR SHALL NOT BE REQUIRED TO CONFORM TO THE LARGE MISSLE TEST withdrawal capacity of not less than 1,500 pouinds. ASTM E1886 AND E1996 SCALE: V4" = 1'-0" �. _.�a a.n a-- -- --- _• OF a Sea- -AWNNBWAMWAGMM #14 x 10"SIF'SCREW @ 16'O.C. - #14 x 10'SIP SCREW @ 16"O.C. #14x10'SIP SCREW @16"o.c:' ALUMINUM SKIN ROOF PANEL SPAN CHARTS 1"O.C. LF TAPPING SCREWS 8MAXIMUM SNAPLOCK ROOF PANEL SPANS THROUGH KEY OWER - • DEAD AND LIVE LOAD AND/OR SNOW LOADS (lbs. per sq. ft.) #10x1"SELF TAPPING SCREWS #10x1"SELF TAPPING SCREWS 18"O.C. 18"O.C. O I FOAM-1.5#Density E.P.S. Aluminum 3003 Alloy-Hardness H 14 I I a I NO / ty. �.7�;• � , : - :R'• • �,.• , ;:" •,�- 3 PLY ROOF PA NELS 4 PLY 7/16"OSB CONN )S ITE ROOF P ANE LS 3-#10x1"SCREWS Panel Panel -#1 oxrscREws 3#10x1"SCREWS DD&LL 221bs.Per Sq•Ft. DD&LL a 22 lbs.Per Sq.Ft.2 Tlh- Thick.Maximum SPan increases with canti]ever�HesMaximum Span(increases with cantilever) W Z `•.� No Overhang 1 F Overhan `.rOve t 2 F f t Ove 4 Overhang rha 3 Ft.Overhan Fl Ove a No Overhang Ft ern n 2 1 .Ov a Ft n3 Ft. t , 4 Overhang n9 9 n9 9 3 f.Oved an ft.O erha 9 9 9 m 9 I l I I n I n n ♦ ♦ / `••::�,' :.��•"� -9" 17'-1" 17'-1 l" 18,-]0" 3" 20'-6" 20'-10" 21'-1 21'-6 22'-1 _ "'•a:''•'". 4" IT-10" 18'-0" 18' 4" 18'_9" 19'-9" 4" 21'_6" 21'_8" 21,_11" 22_4" 22'-11" SWIVEL HEADER I I - ------- - ALUMINUM FASCIA 6" 19'-S" 19'-9" 20'-0. 20'-7" 2l'-3" 6" 23'-0" __23_'-2" 231"-5" 23'- ---- 3'-10" 24'-5" -.• :..• - I l -` ALUMINUM INSERT O I ALUMINUM FASCIA SWIVEL HEADER ALUMINUM FASCIA QM swIVELHEADER DD&LL @ 32 lbs.Per Sq,Ft. DD&LL @ 32 lbs.Per Sq.Ft. WALL HEADER 3" 15'-1" 15'-4" 15'-10" 16'-4" IT-7" 3" 18'-7" 18'-9" 19'-0" 19'-5" 20'-0" ALUMINUM INSERT ALUMINUM INSERT 4" 16'-2" 16'-4" 16'-9" 1 T-4" 18'-5" 4" 20'-0" 20'-2" 20'-5" 20'-10" 21'-5" FLOOR STARTER FLOOR STARTER FLOOR STARTER #10x1"SELF TAPPING SCREWS _ #l OXI"SELF TAPPING SCREWS #10x1"SELF TAPPING SCREWS 6" 18'-91, 181-10" 19'-3" 19'-10" 20'-8" 6" 22'-T' 22'-9" 23'-0" 23'-5" 24'-0" 2-#14xS'SCREWS AT ENDS&ALONG MIDPOINT AT ENDS&ALONG MIDPOINT WALL HEADER AT ENDS&ALONG MIDPOINT WALL HEADER 2-#14X5"SCREWS THROUGH KEY TOWER AS NEEDED TO ELIMINATE AS NEEDED TO ELIMINATE � AS NEEDED TO ELIMINATE DD&LL @ 42 lbs.Per Sq.Ft. DD&LL @ 42 lbs.Per Sq.Ft. THROUGH KEY TOWER MOVEMENT MOVEMENT MOVEMENT WALL POST TO FLOOR CONNECTION Q 4" 14'.11" 1s-1° 15'-7" 16'-s" 1T 5„ a„ 19'-7" CORNER POST TO FLOOR CONNECTION JAMB POST TO FLOOR CONNECTION �❑ ❑ - d13 ' 6" IT-1r' 1$'-r' 18'-6" 19'.0" 20'-0" 6" 2r-10" 22'-0" 22'-3" 22'-8" 23'-5" 30= DD&LL @ 57 lbs.Per Sq.Ft. DD&LL @ 57 lbs.Per Sq.Ft. BRICKMOUL p (� 3" 11 _4" 11'_7„ 12 _2" 13 _2" 14'-4" 3" 16'-2" 16'_4„ 16 _7" 17'_0" 17'_7" Z T BRICKMouL 4" 13'-4" 13'-7" 14'-3" 15'-2" 16'-4" 4" 18'-4" 18'-7" 18'-10" 19'-4" 19'-11" 6" 16'_8" 16'-10" 1T-4" 18,_1" 19'-I" 6" 20'-0" 20'_2" 20'-5" 20'-10" 21'-5" WALL HEADER ❑ WALL HEADER - ---- ----- ° ECO-GREEN ROOF PANEL SPAN CHARTS UNIFORM TRANSVERSE LOADS(ROUNDED TO NEAREST WHOLE NUMBER) 2-#'Oxt"SCREWS(1YP.1 O a PANEL _ p(D O LENGTH 6-1/2 Inch Thick SIP 8-1/4 Inch Thick SIP 10-1/4 Inch Thick SIP 12-1/4 Inch Thick SIP 0 M O O / o a (ft) a I H S a ♦ A O Deflection limit Deflection Limit Deflection Limit Deflection Limit W Z I� / II II ♦ / r-1 ,>h.':;, 3 L/180 L/240 L/360 L/180 L/240 L/360 L/180 L/240 L/360 L/180 L/240 L/360 2-#14x5"SCREWS IL 4-#lOxl"SCREWS PER SIDE OF w f Z I I THROUGH KEY TOWER n POST,THROUGH KEY FLANGES _ O I a OR TOE NAIL INTO POST I I I I AND INTO HEADER - I I - �' $ 102 81 57 112 89 78 123 97 97 134 106 106 ¢.. U 0 l I �-�:r' C d 10 76 58 39 83 67 55 90 73 73 97 79 79 _ _• 3 I I �❑ 4-#10x1"SCREWS THROUGH / I I l I / #14x5'SCREWS 12 54 41 27 •,J W n/ HEADER INTO TOWER I / l 2-#14x5 SCREW THROUGH 62 59 55 66 63 63 THROUGHKWICK Q 14 39 30 20 46 44 29 49 49 41 52 52 52 r F-+ O I KEY TOWER,OR TOE-NAIL FLOOR STARTER FLOOR STARTER KONNECT(TYP.) 3 16 29 22 15 39 22 42 42 32 44 44 42 V THROUGH POST&INTO ,' B w ; 18 22 17 N/A 34 26 17 37 37 25 39 39 33 W HEADER CORNER &HEADER CONNECTION ,Y•, WALL POST&HEADER CONNECTION RIDGE BEAM TO POST TO FLOOR CONNECTION! SOLID KICK SOLI)KICK I 20 N/A N/A N/A z7 20 13 33 29 20 34 34 26 w r/,( ►� o For 51:1 inch=25.4 mm,i foot=304.8 mm,1 psf=47.9 Pa. C C G f 1 The tabulated values are for panels with single an simply supported conditions with the panels supported each end on minimum 1 1/2-inch wide continuous supports In contact with the face of the panels, i Q O n j P B P PY PP P PPPP \JJ r such as roof and floor panels. � , 2 Tabulated values are applicable to panels installed with either the block or OSB surface splines described in Section 3.1.1 installed at the longitudinal panel joints. �"'� ^ --- _ 3 Tabulated values are applicable to panels installed with the strong axis of the OSB panel facers parallel to the panel span. 1 ; U 2 PER SIDE SCREW UJ - 4 Values printed In italics are based on panel strength rather than stiffness. #1"T'TEK SCREW -u 2 PER SIDE ' Z -17 :t, S The 41/2-inch thick roof panels,having a minimum width of 4 feet,subject to concentrated roof maintenance live loads must be limited to a maximum span of 8 feet. �{ WINDOW WIDT Y Code Compliance Specification Sheet c, w � 3 #10x5"SCREWS IN WOOD DECK OR This is a summary of the compliance and performance of the LivingSpace Sunroom ' ❑ FOR CONCRETE CRETE TIONSANCHORS ' system as evaluated against the building code requirements for a sunroom addition as O FOR CONCRETE APPLICATIONS I - SOLID KICK SOLID KICK = © J % per the 2015 IECC, as adopted by New York State. U O N In accordance with the ASHRAE 90.1 2010 Prescriptive Provisions (For Residential WINDOW HORIZONTAL VIEW Qp WINDOW SECTION - (KICK W/GLASS OPTION C1 OPTIONAL SILL&WALL ATTACHMENT or Commercial Buildings) GM SUNRO . A one-story structure attached to a dwelling with a glazing area in excess - KI WIDTH ❑ EXISTING SHEATHING • of 40 percent of the gross area of the structure's exterior walls and roof. + EXISTING SIDING ' CATHEDRAL RIDGE BEAM SELECTION GUIDE #10x5"SCREWS IN WOOD OR 1/4"x5"SELF TAPPING HEX BOLT @17' 25 PSF SECTION 8402 BUILDING THERMAL ENVELOPE 1!4W1APCONS/CONCRETE Overall Width c f Cathedral "B" wall „y= J ANCHORS FOR CONCRETE OFF END&36"O.C. Snow ,, , TABLE R402.1.2 a ❑ APPLICATIONS Load. /'12114116 18120122124 26 28 30 32 34 36 38 40 42 44 46 48 - Component Therma ly Non-Thermally LivingSpace 3 10 a yN4�` µ ~! Isolated Isolated Performance W MI„ i G ' GLASS KICK GLASS KICK = � t '' co 12 6"Beam + 4' O SOLID PANEL Cl N 14 FS3>''�} 'da� uzf i-5,j }. �, requirement requirement � Z ltr? 10"Beam O ❑ GLASS KICK HORIZONnAL VIEW B 16 "�°� „° �'��'�i -'• Window slue N/A (1 , , O WAL'_PANEL s� a5 / \ N A (1} t ` 1 a ,e +f s•ir,'i ( ; p 0.45 (2-8) 0.40 (2) E-, U z 20 c B"� eGi�o� O E"I PATIO DOOR 22 0.35 (3-4) W i-a O - 0.32 (5-8 ►� WIDTH ';• 26 : - ,z"Beam Window SHCIC NIX 0.25 (1-3)LJ 0.21 28 The charts at the lEeft of this page should be 0.40 (4) WALL STARTER t. it are available in 6referenced for a� 8 , 10"and 12"m size selection{dbepths) I 30 PSF " " depths) N/A (5-8) I CORNER WALL EXPANDER Snow Overall Width of Cathedral B wall " K L Load. 12114116118 20 22 24126128 30 32 34 36 38 40 42 44 46 48 based on required I beam span(measured in19 (1-4) � Roof R Value 30 (1) $ 1_ "seam Projection") and overaH'Cathedral"B" 24 (5-8) 38 (2-3) 34 - 8" EG ^ - CONNECTIONS 8.ATTACHMENT PLAN VIEW EXISTING SIDING 10 6"seam : 1 i:° wall width. Use tine appropriate chart for 49 4-$ 43 - 1 O" EG ^ W 1z jt'„ f1>`a ;., your local Snow Lwad requirements(see top ( ) - - 14 ";d >,F 10"Beam left corner of(chart for reference). ; O BRICKMOUL ; ` ' 52 - 12" EG ^ BRICKMOULD { "D 16 '': ':.. - Wall R Value 1 13 - 3" Fil ^ © WALL ATTACHMENT DETAIL 'l;i; PATIO DOOR HORIZONTAL VIEW DECK TO BEAM ATTACHMENT 2 0 18 13 (1-Z 20 or 13+5 (3-5) ^ NODE ill M 20 r; Example: 17 - 411 EG 22 " 20+5 or 13+10 (6-8) 26 - 6 EG ^ #14 x 8"'SIP SCREW @ 12"O.C. 24 In a 30 PSF Snow LLoad region,if WING DOOR WIDT - 26 12"Beam constructing an 18 fft.Projection X 20 ft."B" Floor R Value 13 (1-2) 13 (1-2) FLOOR STARTER " PROFILE(SUNROOM 28 wall Cathedral sunrroom,an 8 'beam would 19 (3-8) 19 (3-4) 34 - 8" EGA VINYL DOOR SU-AB _ 1/a" s'scREw be sufficient(See Arrow 30 (5-6) 43 - 10" EG F o COMPONENT) ). ^ b MAX 1T'OFF END 0 9 p ° AND 36"o:c.(rrP.) s owF Overall Width of Cathedral "B" wall 38 (7-8) 52 - 12" EG ^ Load. 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 a4 46 48 Beam Specs. Roof Glazing 0.75 (l) 0.75 (l) 0.30 Celsius p D O P 2x TOP PLATE 8- INSULATED U Value INSULATED "N 1' 0.70 (2-8) 0.65 (2) 0.25 Celsius Plus GLASS UNIT 10 6'Beam .x.; ') 10"Beam 0.19"3003 H,4 Aluminum Allfloy Laminated to 2 X 6 RIM BOARD W 1, w 2100 F1.8E Grade Dimensiomal Lumber,4 ply o © EPS CORE LD 12 = overall construction: 0.55 (3-8) 0.28 Polycarbonate O f 6" ECO-GREEN DECK PANEL 14,, :kzal },r''1 %: (aluminum llumber/lumber/l aluminum). 16 : 4 - (1-8) is reference to Climate Zones as per Section R301 Lumber Specifications: %�. �}• aj OSB SKIN .2. 18'; ' Section R402.3.2 allows for an area-wei hted average to satisfythe SHGC requirements. O Repetitive Member Uses:24000 310x2 1/2" SCREW BRICKMOULA (TYP.) n 20 r9c g g 3 PER SIDE = 22 12"Bea Modulus of Elasticity"E":1,8000,000 . Section R402.2.2 allows for R-30 for all zones for rooms of less than 500 sq. ft. w SWING DOOR HORIZONTAL DETAIL 24 TenslleStressParalleltoGraitin"F":1575 ^ increase R values by 15% when Neopor foam is used 1/8'X3"WOODSCREW 26 Compression Stress Parallel bto Grain"F':1700 28 t O ' MAX 6"OFF END EXTERIOR .A _�- AND 16"O.C.(TYP.) OSB SKIN 3° _ A/I�1PEA/NSA 2100-12 Specifications for sunroon�s. E-+ STAGGERED INSTALLATION (TYP.) 2100 { _ SIMPSON LPC6Z OR SIMILAR j� ' (3)2 X 8 BOARD 55 PSF ;. <; �. 11 LivingSpace sunroom systems meet or exceed -12 (2)PER JOINT Snow Overall Width of Cathedral "B" wall ' Doutle Laminahted I } I BX6WOODPOST Load. 12 14 16 18 20122124126128 30 32134136138 40 42 44146148 Dimensional r 4.1.4 Category IV (thermally isolated) or 4.1.5 Category V (non-thermally isolated) Q ECO-GREEN DECK #8x1 „4"XIZ'( REW performance specifications. Z O MAX 1 T'OFF END 2m!LL PLATE 8 � P AND 16'O.C. TYP. 10 10"Beam - ( ) W 12 7/1s"OSB 14 - ! "-w ........_... a WOOD DECK Ridge Beam �► ! "= ? O -+ 'p 16 12"Beam ! O _ 0 18 s= t,, Cross Section ` LOAD ANALYSIS DESIGN CRITERIA ) w 5-5/8"EPS SIPNLEWALL DETAIL 20 '''' I WIDTH OF BUILDING 27.00 FT Z w --%i - 22 aw";d..++::_•ri 'r t,i,; p w ,s 21" Double 2 x 6 �-/ _..__ 4 0 art D DING 7/16"OSB 24" NONE 3 � t 5, :j 2a ,, DEPTH OF BU 0 00 FT DEA O . 26 °' R f' i `' WALL HEIGHTIL 2 D LOADS ^ ,,,. 8.00 IF 1 0 O ;`u? Aluminum Skin - _ 1 WEIGHT OF OF 6 DECKING SHOWN. X 8, 2 X 10 AND 2 X 12 THICKNESSES ARE ALSO AVAILABLE AS 28 ,:: ; •; •; ;,:s':, i,:�`T-,:",r :°.; ""v'' ''' ;a '. 8 PSF STANDARD 2 X AREA OF BUILDING 540 SF UCTURA-L/ INSULATION PERFORMANCE REQUIREMENTS WEIGHT OF WALLS 5 PSF NEEDED FOR STR i WIND LOAD ANALYSIS WEIGHT OF FLOOR 10 PSF E"{ NEW WOOD BEAM PANEL CLEAR SPAN(FROM LEDGER UPLIFT FORCE 5400 LBS I SNOW LOADS ( O ►� Qt Panel S any 2 X s Joists 2 X 8 Joists 2 X 10 Joists 2 X 12 Joists BOAS TO SUPPORT BEAM) STRUCTURAL DEAD LOAD 12420 LBS ~ Deflection Multiplier L/Joi Ll360 L/3so L/iso >-- BASIC GROUND SNOW LDAD(Pg) 30 PSF 40 U 8'-0" 139 150+ 150+ 150+ B" Eco GREEN PANELS NET UPLIFT 0 LBS ROOF SNOW LOAD 25 PSF + (2)2x RIDGE SUPPORT BEARING PRESSURE ANALYSIS O SNOW EXPOSURE FACTOR 1-0 LL #14x10"SIP SCREW@16'O.C, PROJECT INFORMATION: MAXIMUM UNIFORM WALL LOAD 364 PLF ��•, y 150+ 150+ 150 9-0" l THERMAL FACTOR 1.2 h G1 10'-0" 103 147. 150+ 150+ CUT BOTTOM OSB FOR CUSTOMER CUTRONE RESIDENCE }. NUMBER OF PIERS PER ROW 5 SNOW LOAD IMPORTANCE FACTOR 1.0 CM 150+ 150+ _ I 11'-0" "STEPPED" LEDGER DEALER SUNVIEW ENITERPRISE, INC. NUMBER OF ROWS 2 LIVE LOADS 125 12'-0" 72 105 150+ 150+ _ _ -. - ia 13'-0" 61 89 130 150+ �- zxlo 3 GLASS TYPE LOW-E3 PIER REQUIREMENTS ROOF 20 PSF 1^'"r '�''r�h• a'•;' BUILDING COLOR CREAM WHITEE MAXIMUM CENTER PIER LOAD 6888 LBS Q 112 150+ .' � EXISTING RIM JOIST `;r; �• 97 133 structural ;;;_�;;x; ; •,=, 1. FLOOR 40 PSF to , „ EXISTING DOUBLE TOP PLATE �._. ROOM STYLE CATHEDRAL SQUARE FOOTING, W 24 IN WIND LOADS 15-0 46 67 Clear Span(see t :''-'w '`�`� "'''�''a ROOF SYSTEM 8" ECO-GREEN PANELS BEARING PRESSURE 1722 PSF BASIC WIND SPEED 140 MPH 16'-0" NIA 59 86 117 chatl> �;:.:,•,.:.::,�: 76 103 Spacing Par RIDGE BEAM LAMINATED(22)2x12 PIER DIAMETER, D 26 1N m 17-0" N/A 52 Local Codes GUST EFFECT FACTOR(G) 0.85 C ►- 68 92 0 0 0 I BEARING PRESSURE 1868 PSF 5 ti NIA 47 EXISTING WALL STUDS WITH N y y N l i __ ,_ _ WIND IMPORTANCE FACTOR 1.0 �e"tf "-A INSULATION ANDI/TDRYWALL j J J CARRIAGE BOLTS j DECK MATERIALS SUMMARIZATIION: I ""' WIND EXPOSURE C ON INSIDE FACE OF STUDS ¢ ¢ ¢ ¢ ¢ THROUGH BAUD RIM f 3 3 3 .3 FLOOR SYSTEM 6" ECO-GREEN PANELS ; SOILS AND FOUNDATIONS a f•!_ _4 t t FLOOR BEAMS (3)2x8 ALLOWABLE FOUNDATION PRESSURE 2000 PSF ,}j� ` RIDGE BEAM ,<- 2 x 10 BOARD COLUMNS 6x6 FROST DEPTH 361N. 2 x4 BOARD ROO PANEL TO RIDGE BEAM DETAIL I MINIMUM FOOTING SIZE SEE SHEET-1 FOR DET/�ILS i DEFLECTION LIMITS dl 2)12d Nails E 8d Nails @ 6"o.�. RIDGE SUPPORT DETAIL ROOF MEMBERS U240 O ( Into Each 2 X Side @ 12"O.C. NONE ` EXTERIOR WALLS U120 NE.