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HomeMy WebLinkAbout39812-Z rn__.a. 4o1FFOt e'-- 51ti®SOS �� Town of Southold 8/12/2015 > $a P.O. Box 1179 :. ' ^,1 53095 Main Rd \*, 0 ,ao 1 ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37644 Date: 8/11/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 365 Freeman Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-3-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2015 pursuant to which Building Permit No. 39812 dated 5/29/2015 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 ON AN EXISTING DECK TO A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Fox, Thomas&Fox,Helen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ho ed • igna�ill TOWN OF SOUTHOLD ��riTizro l�eoG �� BUILDING DEPARTMENT :) TOWN CLERK'S OFFICE °�® o SOUTHOLD, NY ` ot,,a°0�'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#: 39812 Date: 5/29/2015 Permission is hereby granted to: Fox, Thomas & Fox, Helen Freeman Rd PO BOX 1043 Mattituck, NY 11952 To: Addition (sunroom over existing deck) to an existing asingle family dwelling as applied for. At premises located at: 365 Freeman Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-3-38 Pursuant to application dated 5/15/2015 and approved by the Building Inspector. To expire on 11/27/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $283.60 CO -ADDITION TO DWELLING $50.00 Total: $333.60 ....._. ) _ Building In-,. -ctor 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 -LNew / Date. j– J 4-1— New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 G r�te✓YIa.�1 Q0 r4u 1t t T ix- kl House No. Street Hamlet Owner or Owners of Property: U�li/ -�- /- l 7 x Suffolk County Tax Map No 1000, Section 3 7 Block 0 0 3 Lot /C ;cy Subdivision 1 Filed Map. Lot: Permit No. d' Date of Permit. _ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ '°19410ti ap Applicant Signature li l 1 4I.3 F SDUT9� of, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: le- ' DATE .3j `S-- INSPECTOR r _ t ,,,,,,,, P-61,(s, ,c4 �0��, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLUMBING [ ] FOUNDATION 2ND [ INS [ ] FRAMING /STRAPPING [ ] Fl A • [ ] FIREPLACE & CHIMNEY [ ] FIR` r SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6a/ / r%_ • DATE ® INSPECTOR FIELD nTSPoC'QN DEPORT DATg 1 I' COMMMTS �- M .1- .. '!-. _ • . . FOUNDATION(1ST) , ' ' . ' . 47.,..Th* . . • -. •, • . . ..,....... . .. • .. .. . .. ... . , , ... _.. . . . . . . . 11... . . . . . . .. .. .... . . . . , . . .. . , Is, _ cn FOUNDATION(2ND) _...r-... • . k R ROUGH FRAMING& H .. PLUMBING . , . • • . til • INSULATION PER N.Y. `' •' . • H STATE ENERGY CODE . I _ . . / .� • (-Y./0/ i‘r -I. , , ,• . . • FINAL 0• 4w• • / r 7/ • • . • Az -It • Ts ''''' A'."\ • 3`J . L' 0 i '•••P -t-• J' , a Lam-'I.�- -1 S fly c w� 6; o ., ' • .."., .;. �-�, . . t" . , ',� , . •. •• ., .. , • • rn " _ . . ,,..__ .2. • „ .. . • . . .. . ... . . . . . . . . NJ ' . 4.,r ^w. _ _ . '1. . .. . . ( . Zi • 11j,• . , ti .. s' ♦ b r' . .�' J �.� r . .. ' , . 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 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.3 9'(8- Check Septic Form N.Y.S.D.E.C. r N Trustees C.O.Application Flood Permit Examined ) ,20 J L ' Single&Separate In I ' I � Storm-Water Assessment Form I I, Li L 'MAY 14 2cI ! Contact: 5 o NS C. 2 Approved ( I ,20 Mail to: ° 0 Ll GJ w1^J lnn �✓§__ Disapproved ale " • 11)61044,et N ( I ( 7 I Phone: R.y ..,_. M-1410<<;TFO Expiration /23- ,20 1£, 41. aCo9O2 Building Inspector APPLICATION FOR BUILDING PERMIT Date s-/i3 , 20J,j� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. 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. 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. CL of applicant or me,if a corporation) (Signature PP P ) ex 'i t /I Y /1716 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer general contracto electrician, plumber or builder Name of owner of premises /o 01 4 (-/E1.6.) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. "i 3 a 7 3 - 1' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed" �work will be done: /� �p �( r l t/ 2� PYl wl✓ RD ( �U G k f'Y. 1 l ,) House Number Street Hamlet County Tax Map No. 1000 Section 13 Block' 'rO'0:3 Lot 038 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 /1017/ e b. Intended use and occupancy ( 1: ature of work(check which applicable):New Building / Addition Alteration — Repair Removal Demolition Other Work (Description) 4. Estimated Cost ( 7/ 0 oV Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 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-f 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO / 14.Names of Owner of premises M? t 1 4/ Foy Address 3(P J r n AO Phone No. qq 7( 4 51 Name of Architect w ( c ti o 1,S 114w Iv Ilia Address /LW bite? i o(Avc Phone No S'6 '.57a 7 Name of Contractor SJ,v c p . Address Wt L, un/r✓g✓r Phone No. ,2(,J —2 'o 2— il .. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. 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 topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SAI ) ! t'�e ?0s�,- b v`` being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing conte )above named, (S)He is the ,`ractor 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 j`-�t>n day of Mct\I 20 15 ' ��aC g. OW1J-e2 -- Notary Notar Publ TRACEY L. DWYER Signatur f Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, •II,Iftrat�,,,, Scott A. Russell ,.••'' �°�uyb%' STORMWATER. SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 t 117.•s 53095 Main Road-SOUTHOLD,NEW YORK 11971 t�• Town of So Zl th o ld • 4� *y,� ,s+ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑( 1 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑p D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑m E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ia 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 NO 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 with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: 1, District NAME. 000-E l `IO��11�Je.E l oD o33' 1�/ rr�o Section Block Lot lSisnemrd <a:p:K:i 1 Z �3 ( � �7 6®� � FOR BUILDING DEPARTMENTDEPARTMENTLSt:. ONLY °'' E Y Contact Information: �� 1� `Telephone NuniArr. L`.//�ji , I/t Reviewed By 1��7t'VWyt/�t/t Date: 5-1q-� Property Address / Location of Construction Work: Approved for processing Building Permit. 3 (05" ' aVV� a.r' V- Stormwater Management Control Plan Not Required. '\(0.k k k t t/k( � 1 I S d ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 is - „1• ,.---'s 140 Q _ ,3- 5 .. _3i9TOWN OF SOUTHOLD PROPERTY RECORD CARD 21 - /‘ OWNER STREET 5 VILLAGE DIST. SUB. LOT /74-.44,,t-4z./ / L �. �... l� 9 r�J i� FORMER OWNER ,.�IL All//6 /1-7:::;1'A N E ACR. / r - I r .--22 . J _ . ^l (� S W TYPE OF BUILDING 77-XiCji l7'f% // k '(./ K RES. No SEAS. VL. FARM COMM. CB. MISC. Mkt/ Value LAND IMP. TOTAL DATE REMARKSK �r7 0 -370 (1 4t-t t v— delt"..-1.4 ,/l .76O. _ 70OO I/ V/ 63 , —Co 0 S-© © . ;::5 2-3 ch 1/r' y2 0 ..4,41,-,-A-f-,-_. 3 c c v V r^ /7/ - ° %/.:�_,c.iV 5 6/•r/ `�% - '7”, < \i,.- (''''3 °d1`7 4;40- r 0 U / o 0 0 / G o o �'/ -/73 " ) 2//7/‘ ' 4 3 d- Y- f�= ',?�-ac)) AGE ILDING C NDITIpN, 7- �o 0 6 �3 0 � o n p ,? � ,�7 � /�/Cray ,-(4-A4/ i S c�.�.S"- �zfl�7� .! r,So 0 NEW NORMAL BELOW / {j A,. B S s / J �,� a d p I C ?-✓ -/ ff6 4-.6 3 !,, rl FARM Acre Vafue Per /.i Liluo13J1(/ / .,...1.?j/00 ✓ 1 Ll1// 7 Sh.4 IR-, . PTT 1 7 1 t)F=c Ic:_. 106)-00T71 n b..1 )'= .. 9 oo, L.-- Tillable 1 ,, 1'),...., �'`- f� / /r / moi , r‘-' ? Tillable 2 • JI ) I_-710(e; Q)*- 3.),5O7, deck.. ©a,v Ai/G 16/0 7 Tillable 3 q 1b/(3 ^- SC' ia•)(3 - 5 700 Woodland Swampland FRONTAGE ON WATER FRONTAGE ON ROADr Brushland ) D d ` House Plot DEPTH I .—i\\ ' BULKHEAD DOCK - sem, SNE., (. ,I 4 - <" fi: t COLOR i ____,---1-7-7-7- :=-:_-----,-,E4, --__=------ ---1___ , =— -w----- _-= , ... ____ 1 , LIRA 1=______ ..7._____, I.w - - �>�t ® (RIM - 'l ° - 139.-3-38 10/07 !, /,/,,,i 21 139.-3-38 3/07 -bee....../4- — M. Bldg. y / e X 27/2„... j OFt, 3 S,,r 3 A 7 FOundation _ e_8 Bath 1' Dinette Extension 7 Basement • Floors Extension Ext. Walls Itip 1nterior Finish LR. min t. Extension Fire Place / 43 Heat DR. n�G� loxa/ = a 1 0 f o aa5 SZ Type Roof • Rooms 1st Floor BR. P �i } - 'orc � / 3 2 -- 3 F3/ a 5- 9 6, Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio 0. B. / ,ems.--.v..9 cr r Totallg07 ` 3q JJ • 394/5 ., vp. AT TSTF New York State Insurance Fund 'moi, Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 810600075 BJR CORPORATION T/A SUNSCAPE PATIO ROOMS 9 MULBERRY DRIVE SMITHTOWN NY 11787 POLICYHOLDER CERTIFICATE HOLDER BJR CORPORATION T/A TOWN OF SOUTHHOLD SUNSCAPE PATIO ROOMS BUILDING DEPARTMENT 9 MULBERRY DRIVE TOWN HALL SMITHTOWN NY 11787 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11350 592-0 781941 04/01/2015 TO 04/01/2016 5/14/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1350 592-0 UNTIL 04/01/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/01/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. BRUCE ROSENBERG(PRES)OF A ONE PERSON CORPORATION HAS ELECTED TO BE EXCLUDED FROM THE POLICY OF BJR CORPERATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. • NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:290675625 U-26.3 CERTIFICATE OF LIABILITY INSURANCE DATEIMDmWI 06/14/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THiS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 'CONTACT NAME Brookhaven Agency,Inc. pc°NN,F,d)(631)941-4113 �r(831)941.4405 P.O.Box 860 ADB, brookhaven.agencyWerizon.net 128 Old Town Road,Suite C INSURERISI AFFORDING COVERAGE NAIC East Setauket NY 11733 INSURER: Utica First Insurance Co. INSURED INSURER B: BJR Corporation dba Sunscape Patio Rooms INSURER C 888 Lincoln Avenue INSURER D: Bohemia NY 11718 INSURER!: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS 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,TERM 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. 1 re TYPE OF INSURANCE A(Nsn SUM POLICY NUMBER 1MMIBDI EFF iMMRPL DWYYY1 LIMITS X COMMERCIAL GENERA-LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS-MADE ®OCCUR DAMAO RENTED PREMISE'S $60,000 X ART129730209 2/16/2016 2/1612018 MED EXP(Am MD person) $5,000 PERSONAL a ADV INJURY $1,000,000 GENS.AGGRE YE UMiT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JECT ❑LOC PRODUCTS-COMPIOP AGG $2,000,000 OTNE AUTOMOBILE LIA BILI YCOMBINED;iNGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ _ A TOWNER _ SCHEDULED BODILY INJURY(Per accident) $ _ HIRED AUTOS _ o s raNON•Oentd)DAMAGE UMBRELLA 1.155 _ OCCUR EACH OCCURRENCE $ EXCESS LIAO CLAMS-MADE AGGREGATE $ DED RETENTION S WORKERS COMPENSATION TATUTE I ER AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORiPARTNERIEXECUTIVE EL EACH ACCIDENT $ OFFiCERIMEMBER EXCLUDED? N IA (Mandatory In NH) EL DISEASE-EA EMPLOYEEI $ DESCRIPTIO OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remade Schedule,may be attached H more space la required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD BUILDING SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DEPARTMENT,TOWN HALL ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE /e <PAZ> ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD di-P66 - GENERAL 9fPtGENERAL NOTES No. Description Date cu--',sr' %"1 -H :',11L CODES OF CONCRETE FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL.FOOTINGS YORK STI=.TLI & TOWN CODES ARE DESIGNED ASSUMING A MINIMUM OF(1)TONS PER SQ FT.SOIL BEARING CAPACITY,SUBJECT TO TEST,INSPECTION AND / \ AS REQUIRED A __ ► F p�- VERIFICATION.MINIMUM 3'-0"BELOW GRADE „' i��`},>r {� 1_,,,,3‘:',.c.:: q �-,. / • -TOM ZBA -� OUTHOLD TO' CONCRETE IS TO BE 3500 LBS.PER SQ.INCH.COMPRESSIVE STRENGTH - - p L AP-• C,' „ * �_ AT 28 DAYS.ALL WORK TO BE IN ACCORDANCE WITH A.C.I. / f .-�L._.--.-.--.- - - _ FEE: . �. _ ,_Y: ., ____ _ \ ,,.. �' .i r��, •TEES STANDARDS -� _ �_ ' 1 761t30 6 8 AM i ):r-,...sT.EryT AT- NO STRUCTURAL LUMBER TO BE MINIMUM Fb=850 IN BENDING UNDER =-_� _______----------------------r---===-- -- O �' .--� _ I • •.. .� 76 J-1 OW2 B AM TO rI per FOR THE FOLLOWING II YSP�_C i iONS. NORMAL LOADING.HEM-FIR OR DOUGLAS FIR TO BE USED. -�����- � ����� (Dt%� •1 1. FOUNDATION - TWO REQUIRED ----- �-_- FOR POURED CONCRETE DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME. _ � = _ - -- ��0 j PANCY O R :- _ r.' �' �- = -- O Q� �j' 2. ROUGH FRAMING R� (LLI.r3 . DOUBLE JOISTS AND RAFTERS AROUND ALL OPENINGS. __-- _..__ -� �- �_ -moi_ -_�--- 0 r� '' ` !fir ------ -- I 3. INSULATION! �-----__� ,-___,-----____-- - -_._ �° � � � � � USE�� f S UNLAWFUL ►: I,C, ALL HEADERS ARE TO BE(2)2x8'S UNLESS OTHERWISE INDICATED. 4. F11 SAL - CGN TRl t IC ? " T HEADERS TO REST ON DOUBLE STUD POSTS EACH BEARING SIDE. -- -�- NOW OR FORMERLY WITHOUT CERTIFICATE PROVIDE SOLID VERTICAL SUPPORTS UNDER ALL BEAMS.FLOOR _- --- _ / 1 ' , BE COf.�PLETE f On C.O. 7 i ALL CONSTRUCTIGN S!� ,!1. MEAT T1ry\A 'I . JAMES MCMAHON& - _ __ � OF OCCUPANCY REQUIRC. .. . _ - _ W FRAMING TO BE REINFORCED WITH 5/4x3 WOOD CROSS BRIDGING AT �__ -�-_ _-----_` YORK STATE. r�OT I, CONSTRUCTION ERRORS. MIDSPAN AND MAXIMUM SPACING OF 8'-0"O.C. - ` i� AUDREY MCMAHON : FS��NsI LE FOR TIES:UNLESS SHOWN OTHERWISE,AUXILLARY RAFTER 1'1bS SHALL BE -- ///� / 6 NV% �° ; / 46 1 (SEE SURVEY) -..a.•-�----°-- DESIGN OR 2x4'S @16"0.C. TIED BACK TOA MINIMUM OF(3)CEILING BEAMS WHEN ---- - ///�/� !$0 1 SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO EACH OTHER. - T - / i I II�.� ��� v , I11111I�� \ \ 1 ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLESS - ';.111111111bn / , RETAIN STORM V CATER RUNOFF \ � � _ / �� � PURSU�,NT TO COHOETER 236 OTHERWISE NOTED.(SEE NOTES BELOW FOR TYPE AND , - ( 1 \ 0F TRE T011N C45MANUFACTURE)ALL WOOD OR STEEL COLUMNS OR POSTS ARE TO BE ' � 1 IhhO 1 PROPERLY BRACED AND ANCHORED. • • � 1I.♦ • • ';-.11,0: fd \=1111&. =�liiilis ` ALL WINDOWS AND GLASS DOORS TO HAVE INSULATED GLASS OF i' " 1 , '� III ' iiliiii�i,i ii • / III I lilililil 1111 ; MAX U-VALUE OF 0.58. Emillimil '% �_ i� f� / ;:�Ii ii►i1►I'�i ��l�I it \ t� ;s �I 1 i Illiil�la=i CD \ \ \ ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U-VALUE OF 5-, ✓ ' \ ���11 � ....>.„. ..,--,---- ,„ 'NOi ►i .'O..4 r�i�ili��i0i0� , Es* 40 ORBE1"1'hR. ` ` 111��I ! !� / .-'� ..4I0 �i�i�i, 4i $41/41t.. ,k1' � 11 liII ii ���LI •i'���i�4�O�O��i�►��►.i�'�•. y��y�p�y,4". IIII y, ,L 1 i� � '.,p4.•.ppi.0.•. .� ,1k..�01. DISTRICT: 1000 _s III _ I IIII. �i, �� y...•........y.� PROPOSED UNHEATED ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING i �, I I,t'. II il�l� -_l�uiliiuiH,rn'I Ih -i-�i�igy.��.��O�00p��� , N 116,7' I .ti� � �i. � Op�iw l,t I I III lil iii, ni n illi . . . . . ♦ . ..•CONSTRUSTION CODE,N.Y.S.ENERGY CONSERVATION CONSTRUCTION Ill �' 9 1 1I1Iqq Iii iii iiiiiii i1�!I' .41.9. 40� �i ���� CODE AND ALL LOCAL,RULES,REGULATIONS AND ZONING LAWS. -' . Ill! I IN (iii iii Ill.:iv- . , 0r,-* 1 �► p I' i iii li' -P '''''',..-b-' SECTION: 139 �o \ SUNROOM ON EXISTING W �k 1111 QII I I'll iL ---',,,°44411:.I *..�°%�:�''� III i�.i�.! oi� • ' ...y....I0'; WOOD DECK (--i IF,DURING THE COURSE OF CONSTRUCTION,A CONDITION EXISTS IIVIIIti' �,���'� I` ��y�qp4����4�i,� ��i:�•' WHICH DISAGREES OR CONFLICTS WITH WHAT IS INDICATED ON THESE t�I'•I\ illi 4* 40-- BLOCK: 003 4I '. ' INS•.°'' (226.1 S.F.) �V PLANS AND SPECIFICATIONS.THE CONTRACTOR SHALL STOP WORK .I 0 •-•0� LEFT REAR PERSPECTIVE AND NOTIFY THE ARCHITECT.SHOULD THE CONTRACTOR FAIL TO 'I �� 1 14111 1Emil FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE 1 LOT: 038 1 ' r 4- v---i SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREOF. A-1 \ W ZONE: R-40 '-I \ tis N THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE EX.WOOD NEW WOOD 44 > 4 N '� STEPS TO STEPS TO ARCHITECT AND TO THE BEST OF HIS KNOWLEDGE AND BELIEF MEET �0 , GRADE TO BE \ GRADE1 ' o M THE REQUIREMENTS OF THE N.Y.S.ENERGY CONSERVATION ..►` E.-1 CONSTRUCTION CODE. r- - LOT COVERAGE 0 I REMOVED \ %. O Q Z - ' LOT SIZE: 18,347.7 S.F. N EX.METAL N \ = E 0 p so r SHED o CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO -- __ MINIMIZE DAMAGE TO ANY EXISTING AREAS AND CONDITIONS. _ - HOUSE 1,017.0 S.F. DECK 5� i 6: 32 6� 7 0, O Eill1114 EXISTING WORK DAMAGED ASA RESULT OF NEW(CONSTRUCTION - _ 7:_� �_ 'I 1 5 • �� 3 p1C� � �1 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION,AT NO _ �`` - PROP. UNHEATED SUNROOM 3.2„4, a` ) '"IN1 r -� ADDITIONAL COST TO THE OWNER �- _- _ - ON WOOD DECK 226.1 S.F. q�� `r 0 65 M - .-. Q EX.METAL .fl ^ `O EX.CELLAR 4 Ai SHED "= DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED --_�___. _ _ -----`� ��_ TOTAL 1,243.1 S.F. ENTRANCE VII5 0' 2 a� � DIMENSIONS. - - -��� _ -- 10- T� .r EX.FENCE o CA O �. .. ' % LOT OCCUPIED 24 2 EX. STORY - , tr...� DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE WP ------------ _,,_._���� ,. o- W M AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE �- FIM.DWELLING 3�Z w �- ��- 1,243.1 S.F. W ° , Q �...� PROJECT FOR WHICH THEY ARE MADE EXECUTED OR NOT.THEY ARE � I i l► _��� �-- X 100= 6.78% No.365 �" O j,l --� = - 18 347.7 S.F. a 11111 - - �_-_ > /1114 r:) NOT TO BE USED ON ANY OTHER PROJECTS OR SITES OR EXTENSIONS {� II _. _� ` QAND EXPANSIONS TO THIS PROJECT EXCEPT BY WRITTEN AGREEMENT )I . _- - - ��-� -� ` ' _ A22 \ C d' ALONG WITH APPROPRIATE COMPENSATION TO THIS ARCHITECT. ./ • j ___ - -- - 1 Lilliillil-- I( _-� -� �� EX.FENCE 1 WHERE JOIST HANGERS OR STEEL FRAME CARRIERS ARE USED AND I , i I I' /I l '' !( � -- _-- ----- 110 EX. WHERE TECO TYPE CONNECTORS OR GUSSET ARE CALLED FOR THESE !Iii a;._� _ -���� / / o UNCOVERED IP DRAWINGS ONLY FASTENERS RECOMMENDED BY'THE f i lin� 1 - o j PORCH A v! 'I il'iiiiiim.. I �i - ) EX.WOOD MANUFACTURER ARE TO BE USED. I Cril) I mum..i i"' ,� STEPS TO ,.. `=!liiliiiiiiiii�lil ✓ A' __ -i-____ *111111 inni E . /�1 , THIS ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE �, �`i'!II��� �, _� �I � ��\- � �' \6; C J• GRADE f••-� CONSTRUCTION MEANS METHODS,TECHNIQUES,SEQUENCES AND E ice♦ , =� I 1 �' Q F®-i 1 ♦ , A �� EX.ASPHALT EX.BRICK / / PROCEDURES EMPLOYED BY CONTRACTORS IN THEPERFORMANCEOF S �''�'';�';- �+ I / ` AREA - 10,348 SQ. F I . WALKWAY / THEIR WORK,AND SHALL NOT BERESPONSIBLE FOR THE FAILURE OF e����O�P��1 � y I DRIVEWAY �`e�O��`. ♦�w• 1 1111 / GRATE ANY CONTRACTOR WITH THE OWNER,AND IN ACCORDANCE WITH o�a`�, �O'i�tws.�. { ��` ill I illTI�SE PLANS AND SPECIFICATIONS. •�..., p�p�p� `.4 1/ �� ',i 111 1 ��,!I O ''iry11i / 1Q ?N EDUCATION LAW ARTICLE 145 ' ��.�������it di* * ' :1'1111 1!I 1 II,''I'1.:j \ `1 4�Q������ \ / 1 / / PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209; .��L���O �O�O`� 'I I i I i i I illi',( " 0 NiV) THESE DRAWINGS ARE NOT TO BE USED FOR ANY OTHER SITE `�o*Q4 ,�����p��4-4. I 11I, Ili IIII i ti ````' \\ �/// �i1 p.SY IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS -: •'�'����'��'��'��'�' \ I i, I III,/ I \\ iiV`i ACTING UNDDIRECTION OF A LICENSED ENGINNEER OR LAND LOCATION OTHER THAN THAT INTENDED BY THE PARTY NAMED ON ��.i� iI I I1 III IIII :-' %Rot% \\`\ y/yA, 1 / �" 0 G•1 4Q i V 7 1 SURVEYOR irE(SBcELNTTER AN TTEM IN ANY WAYTHESEDRAWINGS FOR ONE PLOT LOCATION,WITHOUT REVIEW AND `'' .,�$$ F i Ii'i iIi�I!I N(IIII III ,1i_ /I \``\.---' \ / 1 ALL IDEAS, , RRANGEMENTS AND PLANS INDICATEDOR_ ". i',ii�Imi III (ill"% SWRII IF,N PERMISSION FROM THE ENGINEER. .. -I ,rLi i iiiI / 7 R f� REPRESENTHIDRAINGS ARE OWNED BYANDTHE\'�!!iii1 �!'� ` / PROPERTYACHITECT,NONE OF SUCH IDEAS,DESIGNS, 1 444,.`\! . ♦ I I ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO THESE DRAWINGS ARE PREPARED FOR THE SOLE USE TO CONSTRUCT �$,+,� vp� ♦a \ ANY PERSON,FIRM OR CORPORATION ON FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRTI TEN PERMISSION OF THE �...,0$ �'� 1 ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL ONLY ONE BUILDING AT THE FOLLOWING LOCATION. a,�`'a' ' Q (� HAVE PRECEDENCE OVER SCALED DIMENSIONS.CONTRACTORS �� V�V SHALL HAVE VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ARCHITECT AND/OR PREPARER IS NOT RESPONSIBLE FOR ANY 31 DEVIATION FROM THESE PLANS AS APPROVED BY THE DEPT.OF BLDG. RIGHT REAR PERSPECTIVE / &AS PER N.Y.S.FIRE PREVENTION&UNIFORM BLDG.CODE �'�� AND CONDITIONS ON THE JOB,AND THE ARCHTTECT MUST BE NOTIFIED OF ANY DISCREPANCY FROM THE DIMENSIONS AND 'e CONDITIONS SHOWN BY THIS DRAINGS. Al L[CE b t +, r��iru: TAMP 1. ALL DIMENSIONS ARE±&MUST BE VERIFIED IN FIELD PRIOR TO PLOT PLAN DEVELOPED FROM SURVEY BY JOHN SCHN �� �~ � ,..'611-14. 11-14. CONSTRUCTION OR ORDERING OF ANY MATERIALS BY URI, 4 `.'""1�' �'r e ',;,Vk 44 t. CONTRACTOR. LICENSED LAND SURVEYOR ON FEBRUARY 5 1999. " k'tea`: '. '`' ' ,. ' -•a S 2. ALL DIMENSIONS SHOWN ARE FINISHED DIMENSIONS UNLESS s •••.1-44011: ,......„..„\...I !k•. OTHERWISE NOTED. l 3. CONTRACTOR SHALL CHECK&VERIFY ALL CONDITIONS AT PLOT PLAN . 1 ' THE CONSTRUCTION SI'Z'E BEFORE BEGINNING ANY PHYSICAL WORK. 6 �� _ �_ �� � _•....• _ 4. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE A1 = 20'-0" 1 INTENT OF THESE PLANS,SPECIFICATIONSS&ALL OTHER / a• INFORMATION INCLUDING GOVERNING CODES,LAWS, I ORDINANCE,ZONING&REGULATION. /n� LICENSED ARC ITE, `G,• ! S P 1 5. NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE V ARCHITECT,OR HIS REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION,REMOVAL,USE,OR FOX RESIDENCE OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT 365 FREEMAN ROAD CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND MATTITUCK,NY 11952 THE BUILDING ZONE ORDINANCE. 6. ANY DEVIATION FROM ANY STRUCTURAL MEMBERS AS ------------- INDICATED ON THESE PLANS SUCH AS HDES.,'TRIMMERS,I- - - -/ .- -.7-- BEAMS,PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS,STRUCTURAL PROPOSED UNHEATED 1 LD SUNROOM HIPS,STL.COLS.,WOOD POSTS,LEDGER BEDS.,ETC.,AS -- - - --- INDICATED ON THESE PLANS SHALL BE REPORTED TO THE - _ - ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY PHYSICAL - WORK. 7. THESE PLANS ARE BASED ON AS IS VISIBLE CONDITIONSS _ _ I 8. ARCHITECT HAS NOT BEEN RETAINED FOR ON SHE INSPECTION � - -__ PLOT ELEVATIONS & OR OBSERVATION OF CONSTRUCTION. PERSPECTIVES PLAN, 9. DRAWINGS ARE TO BE READ,NOT SCALED. 10. ALL WORK SHALL CONFORM TO THE BUILDING CODES. _ - L I= , Y I [1 .1 _J____LLL___ 11. ALL UTILI'I IFS SHOULD BE DE-ENERGIZED/RELOCATED OR DISCONNECTED AS REQUIRED TO GIVE AN ACCESS TO THE y I Ip I CONTRACTOR TO COMPLETE THE WORK. I l I 12. PROVIDE BRIDGING IN ALL JOISTS OVER 8'-0"IN LENGTH illi _ J ♦♦♦♦♦ ►♦�♦�♦� ►♦♦♦♦♦♦ ♦♦Si*♦♦♦♦♦♦♦♦ ►t ♦♦♦♦♦♦ ♦♦ ♦♦♦♦A!1 ♦♦♦♦♦1 �I��♦♦♦♦♦..♦♦f♦ ♦♦♦♦♦♦I ♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ R DOUGLAS FIR TO BE _ ♦♦♦♦♦♦ ���♦� ►e♦♦♦♦♦♦♦♦♦♦. ' ♦*i♦i♦♦OS♦♦♦I:♦e♦�♦a�.� ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦�♦♦�►♦♦♦♦.� ♦♦♦♦♦♦♦♦.♦� ♦f�I������������i•��'� ♦♦♦♦♦1!il►♦2♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦�.�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�� 13. UNDER NORMAL LOADING.HEM FIR O 1 _ •-I_., ..;. ♦♦♦♦♦ ♦♦♦♦♦♦ PROJECT No.: 0422-2015 ��.• - ,vl• ♦♦♦♦♦♦ ♦♦♦♦♦ /♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦.♦♦♦♦♦►♦♦♦♦♦♦♦♦♦♦♦♦♦4���♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1�•♦♦♦♦♦♦♦.♦♦♦� QMH♦♦♦♦♦♦ ♦♦♦�♦► N ♦♦♦.♦♦ H1'tI'/!m'Y t. . �♦ �.•�� „�".'•'':�� �♦4V '•. 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T DRAWN BY: A&H REVDESIGN CHECKED BY: N.A.V. 13� LEFT SIDE ELEVATION 4 REAR ELEVATION RIGHT SIDE ELEVATION 1 OF 3 _A-1/ 1/4" = 1'-0" EA-1 1/4" = 1'-0" ,A- 1/4" = 1'-0" ANTE SCALE: AS TNDICA'I'ED 1 No. Description Date ACQ NOTE: ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.PRESSURE TREATED -FASTENER STATEMENT-SECTION R319.3 OF 2010 RCNY R3193 FASTENERS.FASTENERS FOR PRESSURE-PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER.THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN 5/4"DECKING ON ACCORDANCE WITH ASTM A 153. 2x6 D.J.@ 16"O.C. EXCEPTIONS: V - — SIMPSON 1110 OR 112.5 V HURRICANE TIE 1.ONE-HALF-INCH DIAMETER OR LARGER STEEL BOLTS. 2.FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMTI'i'ED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE EX.CRAWLSPACE WITH ASTM B 695,CLASS 55,MINIMUM. NEW(2)2x8 HDR SIMPSON LPC4Z _ POST CAP CONNECTOR EX.CONC. FOUNDATION WALL NEW 4x4 POST o (1) = POI . .., q SUVIPSON PB44 x J x // POST BASE N 5 ao o - •- GRADE _ , _111 ., _ — —1I> EX.2 x 6 D.J.'S �I �I�o e .. _ II @ 16"O.C. ql A-2 • NEW 8"0 P.C.PIER SONOTUBE Ellimil II EX.5/4 DECKING a i1 NII @ 36"BELOW GRADE EllEX.DECKvJI -' ° a STRUCTURE AS F'' PREVIOUSLY ]II _ SII O APPROVED o 0 0 a ,\ . __, ;= (B.P.No.15221Z) o ) o V ) - i Q 1 , — I►�� / NEW 4x4 POST , _-- / .01 —\���— ♦„-,s/k-.\\� ., SONOTUBE PIER @ 36" r�-i \ \��\' I \\'/ �� MIN.BELOW GRADE e-1 ♦\�i� ' ► �-� 1 5'-7" 3'-0" 5'-7" 6'-71/2" 3'-5 1/2" 4'- 1 3/4" N � ' ;• -,��i " 'j _ - - - - _ DECK CONNECTORS g r_.:1 \% ,♦I.\�\-// ♦ �\�' % jam/ \� _ 28' 4 3/4" a) 11.64_ 3/4" = 1'-0" M 2 ,A, 1, ...Ji '♦ ,\� '�j \.s.-- \� — i NOTE:EX.DECK STRUCTURE AS PREVIOUSLY APPROVED _ii .....„---- t� ♦\ ♦ \�\�/ ' • (V.I.F.)(B.P.No.15221Z) ,�� \• \ \\moi ♦% /� EillillIZ -L 1011000-%0111* %..--N*--.‘P:,ioPP:••„oo'H.,.e.lt-- I)...5-IC-L;...qrr-",------j----Igg I ("1") �� \moi �� �/ \- N. �ii EX.DECK FRAMING PLAN o ' \1 � ' STRUCTURE AS �t _ t ,�I // (� PREVIOUSLY EA2-2 1/4 - 1 -0CA lil op APPROVED OM (B.P.No.15221Z) I-+-I NEW 4x4 POST ON 8"0 P.C. d- SONOTUBE PIER C 1---1 FRAMINGPERSPECTIVE - = 1 3D A-2 Cili) 111.11.14 , 0. 111ThanNI ° ' °I `!10 EDUCATION LAW ARTICLE 145 ° /� PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209; °IM�° / IT ISA VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED ENGINNEER OR LAND SIMPSON LPC4Z SURVEYOR,TO ALTER AN ITEM IN ANY WAY. /\/ STRONG-TIE POST CAP ALL IDEAS,DESIGNS,ARRANGEMENTS AND PLANS INDICATED OR NOTE A: REPRESENTED BY THIS DRAWINGS ARE OWNED BY AND THE SEE DETAILS ON CODE COMPLIANCE ✓-- (8)10d COMMONS TO BEAM PROPERTY OF THE ARCIIITEC r,NONE OF SUCH IDEAS,DESIGNS, PACKET DETAIL SHEET AS PROVIDED 8 10d COMMONS TO POST ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO %--- PROPOSED ROOF ( ) ANY PERSON,FIRM OR CORPORATION ON FOR ANY PURPOSE BY SEAWAY MANUFACTURING CORP. I `�'� LINE ABOVE � WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.CONTRACTORS 1'-5" %- SHALL HAVE VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB,AND THE ARCHITECT MUST BE 2"x3"EXTRUDED SEE SECTION H: CONDITIONS SHOWN BY TI IIS DRAWINGS. NOTIFIED OF ANY DISCREPANCY FROM THE DIMENSIONS AND EX.WDW. EX.S-9 SLDR SIMPSON LPC4Z POST CAP RIDGE BEAM CONNECTION ❑ ,p �.- ql r b la _a LJ ALUM.RR.'S @ 36"O.C. PROVIDE FLASHING (2)1-3/4"x 11-7/8" - w LICENSED ARCHITECT SIGNATURE r NEW 4x4 POST -- �A1 O O CONNECTOR M.L.RIDGE �._` o 11111•11•11 I w `" 6 t° ,�,.;�' 12" -- 12" EX.GUARDRAIL 3 EX.STEP ����,,�. ,', _ To REMAIN o 1/2" = 1'-0" ,''�; q).-. �� `u' 3"FOAM CORE 11 w a, O r ROOF PANELS 3 1�" �� iii �\ 3 1/2" CUT BACK EX. �n C7 k a a pq EX.ROOF A-2 , Er �:'';' ,-y'.' , W/ASPHALT EX.GUARDRAIL „ „ . ¢ LINE ABOVE a ;' e5 ,� ;, -rM1 ROOF SOFFIT 2x3 EXTRUDED 2x3 EXTRUDED TO BE REMOVED ,° ''.r..� ,; ' SHINGLES 41 p ALUM.RR.'S ..a ALUM.R.R'S d A ' 3 •3 EX.GUARDRAIL ''' c,kR I, . �. -, ,c a /�_-: NEW HANDRAIL a q �i p` r:, Y.„1;i ::®'� i, TO REMAIN e. 1— -0 - vl p x @ 36”O.C. - @ 36"O.C. Ll ^--r �^: ,.: SEE DETAIL B3: ` I _ li"' a M �r ` „ o HORIZ.&VERT. . - -POST CONNECTION / p EX.WOOD STEP o� '� M "',`.,...4. ze�' , ;''M �,, A-2 c! wO ._ a, ,,�„:. ,„ I (NOTE A) a, 1ji - EXISTING x PROPOSED v 3 w 111,1) — ` _� >i,?•b T,I O Oa U [*1 LICENSED ARCH SIG' is H SEE DETAIL B3: WOOD i; N UNHEATED `_' �3 ° zl- ' 'a1i O HORIZ.&VERT. 48"x59”WDW. _ �- ( SUNROOM I N Q CENTER POST v w O �" PROPOSED ! POST CONNECTION DECK ,� , N a a UNHEATED o (NOTE A) UP N o , OX RESIDENCE SOLID KNEE � NEW irorrio WALL BELOW SUNROOM 3 S L 2"x5"'C'CHANNEL HDR 2"x5"'C'CHANNEL HDR 1 3 3 3 365 FREEMAN ROAD i. EX.5/4 DECKING STEPS TO �, 4. MATTTTUCK,NY 11952 ON EX.2x6 D.J.'S GRADE yi „ " ' I. - ; 56"x59"WDW-----48 x59 WDW-----48 x59 WDW---- 56"x59"WD i- - 1 . @ 16"O.C. Fl _ — NEW 2 2x8 HDR. --- /' 1 (4)TRAPEZOIDAL WINDOWS ABOVE i I _ I o O �� _ l 1 1 1ST.FIN.FLR �� ��� 3' 3 SOLID KNEE WALL BELOW - - - - I ' NEW 4x4 POST p 9 r M PROPOSED ROOF EX.STAIRS TO - - - _Di Ell SUNROOM I LINE ABOVE BE REMOVED �`i - - - c co'.0 G•o a•c PROPOSED UNHEATED SUNROOM WALL ON8"fdP.C. I c ° c SONOTUBE PIER—1 r- r— i f- - - — GRADE 9'-5" 19'-0" 4'- 11 3/4" ° _, VARIES 2"MINIMUM SIDECOVER . - � 1 I 1 1 - 3'-0" 24'-4 3/4" 6�'0�� SIMPSON- ! _ - - _ 7 PB44 DETAIL FOUNDATIONSECTION&DETAILS 1 -71 ANS, 1 - 1 1171111 1 III 17 1 1 1--1 1 i 1 1 _! ■ III IT 1 A-2 / N.T.S. NOTE:EX.DECK STRUCTURE AS PREVIOUSLY APPROVED - / (V.I.F.)(B.P.No.15221Z) 5 A-2 PROJECT No.: 0422-2015 3 SECTION A-A i4 FIRST FLOOR PLAN DATE: 04/22/2015 DRAWN BY: A&H REVDESIGN A-2 1/4" = 1'-0" \ A-2 1/4" = 1'-0" . CHECKED BY: N.A.V. ArEffli2 2 OF 3 SCALE: AS INDICATED vntuVL,VICW /IyJC11�1CVl�W XtiliuWJIJIVtAittUL'LUItttL.71HDILIIY i'ICl!lVl1CHLSL11V17 GRANDVIEW/ BETTERVIEW PATIO ROOMS: GABLE STYLE SECTIONA/AAFOUNDATIONCONNECTION ( SECTION BI:GV SILLSTARTERI Seaway Mfg. Corp: gunroom Engineering Code Compliance Packet How to Use the Engineering Cede Packet Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. DETAILF Wind Speed IO FT 11 FT 12 FT 13 FT 14 FT 15 FT 16 FT 17 FT 18 F7' 19 FI' 20 FT SECTION H FASTENER LOCATION 3/8"TPP. USE FOR WtNDSPEEDS>100MPH ON This packet is designed to provide basic construction details&design criteria for both the gable&studio style roofs for Seawayl's Grandview&Betterviewsumaom systems.Final 90 MPH 9'-0" -• 9'-0" 9'-0" 9'..5" 9=10" 10'•3". 10'9" 11=2" 11'7" 12'-0" 12-6" SECTION H GABLE ROOMS ONLY sunroom design&construction will be based on the limiting constraints from each of the five tables(Racking Table,Post Spacing,Wind Speed Matrix,Ge nrnlNotes,&Load , " " , " " a " " " I ila•x Y x 3518' +' STEEL'WASHER PLATE' 100 MPH -11.-1: . 11-1 11••1 11�7" 12 2 12$ 13-3 13.1.9 14.3 14-10 15'-4" !'1 ' EXTERIOR i Span Tables)that meet the environmental design loads.Suoroom design is relatively easy,but is an iterative process. , , . " . , " , " " a , DETAIL-SECTIDN E 1111/-- 1_ Start by obtaining the environmental design loads through the petmitproctss fnryour area from your local building authority(wind speed&ground snow load). 110 MPH 9 3' " 13-5" 13=5" 14-0 14=8" 15'-4 16'-0" 16'-8" 17'-3" 1T-11" 18=7" FOR 0000 DEc-3,CONSTRUCTION"pOODoa QNLY,USEl2•-314•pLYWOODOR -r{-� '�tttMltl�mt_ 3/8"TPP 3B"'YP 2. Review the Raddng Table based on your wind spud and proposed mom projection. The tabulated value is the minimum width!Nebel m structurally resist the lateral 120 MPH 15-11" 15'-11" 15=11" 16'-8" 17'.6" 18'-3" 194)" 19=9" 20-7" 21'4" 22'-1" IIIII ostr OVER 15.30 IBS FELT PAPER _ wind loads. Determine if the proposed sunroom width is greater than the"Min Bldg Width"listed in the table.If not,a itberinaeasesunmom width and/or dearase 130 MPH 18'$" 18'$" 18'$" 19'T 20'-6° 21'•5" 27-4" 23'•3" 24'-1" 25'-0" 25-11" EMI 111 G. 2" tea T `I I' -I ! sttamOmpmjextion ''+� Width DETAIL N[ tulle (TYP.CONCRETE) r_��iiir� '..,/././.."..W, Minimum B ildin YY idltl 1 ._ SECTION C1-C4 DETAIL Hf pr SECTIONS i 11lr SECTIONCi•CQ I CAPACITY OF EXISTINGFOUNtklT10N 3. Review the Wind Speed Matrix to determine if the tabulated wind speed based on the proposed sunlonm size is greaicathlm or equalto the design wind speed.lithe NOTE: g .- t ��.mai„ ,v,,..,,,,, a► 's R.�wrswsa.� TO RESIST LOADS FROM PATIO ROOM tabulated wind speed is less than the design wind speed,then the proposed sunroom size must be reduced,and step#2 must be repeated forthe smaller stmrocm sire Tables ''t I �„� : ,_ t WERE NOT CONs>ot3t1 D PITHS dynamic, sttnr2omwiilW& rtiexxion,andams aratt:dbymoftype,postspaciag,andhcadcr&nrullionconfigulation In 'Testing istrasedonsheardinphragmtestingofawallassemblyforwi0dloatlaaly(SeeFETtestrepatT227A9 +fir OVERHANG IiI�Ili�I� Ige----------510.----------.1.110�I/ ANALYSIS UP TO 1r RIR !II'I - i f arc dyn ,based on projection, separated for mtdexiab and setup reitutiements). Wall height of T. 0-1° D:TAIL YO 11111 11 >90mph lequireGablelRaceway Post headers&mullions. *Assumes summation Ili windward&leeward presaues,MWFRS,Exposure C �� MUST HAVE FULL EMBEDDMENT OF ALL LAGS INTOJOISTS OR BAND BOARD, 4. Review the Post Spacing Table to determine ifproposed header and mullion configuration can resist the design ground snow Ioad.Allowable loads forpost spacings are *To account for use of transoms,use the following transom Beton:For 12"transom(=II height opt°100.6'x, et SFINO AND MUST HAVE FULL LE::::::T.,;:com: F ALLTA[aCONS S iT0 CONCRETE 'TO BE USED UN DER GABLE&CORNER based on mof two standard st s s 2-25"&96375 and header&mullion confs hon.Load ab'' tan be increased d the " "type, po pain/ (1 "), guru !saying C8p �Y �' fi P multiply Min Bitig Widdt by 1.185,and fen transoms greater dr m l2 atld upto 18 (wall height uptD i0b.6"), • DIDDWAi I. `TPP.FASTESINTO CONCRETE ORLAGS INTOWOODPOST ON GRANDVEW ONLY spacing and/or using a"heavier"header&tnuilion configuration. Ifpost spacing and/orheader&mullion configuration changes,repeat steps#2 trough#4.In/canal, multiply Min Bldg Width by 1.25.The product wiil be the new Min Bldg Width n •10/70 CONCPH USE 1/4'rDX2'TAWCONS?A-030 locations with a ground Snow load>65 frequire Gab1 Postheadas&mullions. *Linear interpolation olation i'a allowable fen Min BldgWidth at other &for thetra n factor other SECno !M� •INTO WOOD:90 i3D MPH USE 1/4'0 X A"LAGS?�SO.C. p5 e/Raeeaay erP PL°Jerh� arioN i..L a SECTION 1 C5 5. Review the Load Span Tables to determine if the noofpand,based on roof style,pond lengthy and pond thickness,can resist both the design wind&snow loads.The loads transom heights. •-; ' ` tabulated account for max bending stress,max shear stress,&deflection loads. Use deflection limit ofL/120 Aar snow load. Load tarrying tapabilitytan be ineacased by STUDIO increasing panel thickness ead/orde:messing panel length_If proposed strnroom size is reduced due to a load-span requirement ofttepanel,meat steps#2 through#5_ Wind Speed Matrix GABLE UNDER GV GABLE SEL OLATES&LAGS noN DETAIL Cl:GV VERTICAL MULLION ` SECTION C2:GABLE POST MULLION I 6. Review the General Notes for further instructions or fastener schedules on critical connections to determine what additional fasteners are required fordilsent loading M ns simple wine toads rQovron(seed sodas) DETAIL sr SECTION G UNDER GV POST ` mins stmpla=Man' an construction(7225"ME=1�$) alll► SECTIONAIAA 7/8" SINGLE l•1•MULLION;90 MPH ONLY 31/4"X 3112"2PC. conditions. Mmdmtimwind speekfor owliYgabksykroam miagsimple amlGmemaandida(7Z25'spe 0 Manson 12'Tramm�ia Truman 7_ Review the Foundation Fastens Schedule for oft screws orT tonsrequited under each vertical post.Also,this schedule saves as abasic visual tation of Prgra/am 74 18 1s 1r 18 18 2tr z1 22 23 z4 ProjAri1Zrith 100/itWidths' Al 90/NA Al Webs' f � �� (+-• A(TPP} 0•Twe to 100/190 10011/0 100/100 t00r100 100/100 100/1(0 100/B0 loam OWNS 99111. NA GABLE POST' qtylag ap rcprescn p � + 1z� latul(0 9dN1. tYv (��� NoM,4•CONL`RETE V1NY1,WINDOW FRAME 3114" what sunroom sizes are available based on wind speed&rnofstyle. 12•Tracer 90/teA 90Nt.90'44 90/NA- BONA 901NA 900411 GOMA - NA NA NA 13 100/100 9a/NA N4 CONCRETE SLAB OR WOOD DECK •a - ; PANEL 16'Transom NA '•NA NA NA NA INA NA NA NA N4 RA 14 1o0t1tn 90/NA tt+► I FRONT ELEVATION t•`���----�� - FOUNDATION DONE BY OTHERS I r •Ailprojoctiaasopm28,sssamtLaobmdesploa RenamDen0nmdCl["ra"rfmt4ataercsufuioaswtsaepptipble is loam NA trn NN NA (SEEGENERALNOTES) g _- ��`�� �i -- , ' `IPost Spacing Studio Style Gable Style Wind Borne Debris Protection: DtasialumwindspeedsforatilY#gablestyle:assmksEIV-IIamvey/GV-CiobldBV-QeLlepostmdams@headers(72.25"spacing) •�,a,:rams:..u.. ..e.arwire t4r"etx"rn.vIct DETAIL B3:HOWZ&VER!.POSTCONNECiiON : F•�li smsss.ess..s.sr- A A I� Foe smnoms b wind tome&ir6 aeras,leo lfl"midtwaed , ace/,rax°".""'a1e""`s"�` DETAIL I:POST HEADER CONNECTION w 4• rl a._ " -��A , M • MatadSnow Load Equivebas B'spat 6'spas B'spars IT spat pp mai 8•spal . B'sparu 8spar prone PTO/Width 14 18 16' 17' 18 10 22' 21' 22 23 24 - sa - f'-I ��"��"w`^ A�-� i M does I Head= 2•pc rod 2, rent' 2. rad • rat 2•pc no 2yo nee 2-pc mar. lye and u axaual prick as pvaibed la 83/12.12 onto ante rec.Aunhmmt )0.Tr.e.,• 1401120 140/110 1300/10 130/110 1201110 120/1(0 1261!00 121.11(0 1101100 710190 110790 Mmeimmm wind epode fo<OVfBY scathe stemma �� 's n to the moo=w(dome turns OV Reev wayk}V-OsHdBV-Osbtcpast POST BRACXIIT afig =%�. a A i Batmrvtew post w�1 su*za leo ) itlpsf _ Bfinf 3 3 Baps! � 53pd g 1r 7rarovn,1301100 12011W 120/100 120190 110/90 nN90 110190 1113/NA 10011A 100/NA 100/NA, methane&lodes(7725'•pndna) (BV ONL - 1.Atmch aixp mom wood strips(pis o<sgoi,,d g,„um l•wide Boaontawpestpa(E-15) 57psf 18'Torsos 17o/3a 710100 taal(0 _ta6/90 160/14 101110/4 9a NA 9010/1. 9a,t1. SOMA MINA f�f '„ WIT_3tipse 3apct 98pd shoat 53pud hy23"dsepraudUsp�oraormchwaodduacs°threthe 0•Tralmm_17'TrseomUVTrasom SLIPS INTOP06T r. - sLl_ �' I. i a.atabiyfits oar�e[raesaatiat.An.cbI.meroodst autiag •Auyra)ecaoa.elrm� rra)/wiam AI Widths nttwatte atwuta NOM..080 WALLS % r -� ` 1 �` th I Intranet Jamb Support w/aurae(008375) -61pd . 87psf Sat 313psf KW MOST Shod 53psf 55x2?wood scow an 12'auras forbade:MI&vatia 1 12-' 170/150 150/130 140/122 SECT1Cd461 r ' - B BVtt•aullmrc(Pend Knoowd)(838315) S2pd' N/A N/A Nth 51 psi` N/A NIA NIA rpecmg,eslnednTabk8301.2.L2ofIRG Madman wind speeds faNVgable style man only using 2pc Cheap Raceway maMtaas&Rxeway5hibtcpmtheaers(722Sspeuag) 13 17011511 136/123 120/110 / r 3/4" �/ LOCATIONOFLAGSCREWS, TPP. 2. Aseehthisaaes*tothe°mmimonBoningoftiesaamomming 19reith 14' 18 15 1T 18 ' 19 28 21' 22 23 24 14 150/1311 110/1(0 100130 POST + MUST CATION OF LAGSCREDDMEMOFALI FASiET1l3iS 3/16�SILICONEBFJ4D;TYP • BYMaullorus(GlassKnoals)(m61T51 BJpsi _ 67psr 3epsf 3t}rsf KW ttepsi shoal 53(,arAraiSILL STARTER ForaGableRoom: 'BETTERViEWUSES31/4"X31I4•POST rivet-bM11a/Chesewayhldim(�S-TS) 07psf atddoffots•(4)U8x3S"TF]Ceaew,pasideafdrewoodshtd 4o•Tomah. 120 120 120 120 100 1zo 120 126 110 110 _ 110 10 730/120 100190 90/NA % •20'X18'MAX-ROOM St2E B7psf 36psT 3filsf 13apsE 98p:f 53psi S Sf **111 �ead,mdtbeotbertw"evmtyapndd.Poahsbooidbe »9 use XS/B" / FLANKED WI NON-THERMALLY BROKEN saadsoIIatuaN&s35"sxwsewspmeaaeiatoala.inmiamm 127rasan 11tt 1111 110 S10 itO 110 110 110 100 Lem 100 18 itmtro 90/NA NA h •RIB=E RTO FASTENl3tSCHEDULEFORNe3, FAS7ENERA,USEA81SILI SILICONE H-MULLiONS ape d.ttp t2resawaytsoe3 P3043-Tal Srpaf err sf 3ebd 3epsE 88pat 'tape! 59pst shod 114. TEK each side at houseGrandview post w/e emu 9/305451 B7psf 3 3 9Bpsf Wad 53ml Mod past thdeamprcathevaamlmantommdhavmtelheads;=I B'Te.smcn h 70� 100 100 106 100 106 110 00 Ivlaxhammwind far ( ) mpg speed/>90mph'Noire msirLiggcf2geaaopRsrsway&fmtmas.See speeds (hVrmdiostykmommly RefatO / re: D post,& e4 •PRE-DRILLIIOLES- into the ernd demi. Wall_ J OF REQI}tRED FASTENERS FOR WIND SPEED U¢s12` Upm16' WO 12* tido 113' Lido 12' tido VP Data 12' UpmiB' 3. Adegaunfor wind speadaups t30mp>Amdfurwood dmmmi *AN projstlwropm20 using21K pRomny may/ HaMIODEEBHOTTOM�FRAME •UC N CONNECTIONS OR XTRNTF3(NAL Transom Truman' Trauma12* Truman Tmtaan Trantido P TraDat a12' Trtnmm shams ups s'lig mrdaam& CuAND ROOM SIZE CONNECTIONS OR B FOR EXTERNAL gable •ONLY{8}LAGS CAN BE RLSERTED WfiwN -SIiJCONE ENTIRE PERMETER OF FRAMEAS SHOWN CONNECTIONS. Mecham windspedsfor°WINO*styleroommiagCM-Raccway/OV4bNa/BV-cilmeson=dams&headere(9637�sp � n 1rTratsomis'Tra�rrr Founds 5ehednktion ," D FASTENER T THE CROSSSECTIONOFTHE POST "USE NOVAFLEX100SI000NE -(A)PRE DRil-L,USE08X1-1kt" •Ammma s skate spas le pmjectims,12'(sedans,&no tomcat on Mato style mom,and a 20'width,I?overhang,&OD transom en ksy,eroam. penetrate horiz.post USE 1/4"STEEL WASHERS UP70100MPH -ALL VINYL WINDOWS TO BE Sp!CONED SIMIARLY WILOW-PROFILE(PANCAKE)HEAD t•24.00 USC of Structural Adhesive(Novaflex 100): arralrwa'b 14 18 10 1r 18 15 20 21' 22 23 24 Poi/width MINIM!: Al Widths Atwats foo-gtyofleg ' Mathes Past J Past Past Pat Post Past Past Pmt 0"Tmtcan 120/100 1201103 110/100 110190 110/93 110100 100/90 100/NA 100INA 100011. 99NA t 1Z" 120 1113 100 atxClts 1 7/8"(TYP) 'PRE-0RILL LAG HOLES USAVG11154p1BIT •REFER TO REPORT-SFAWAYQOi IJCONEBOND '(B)USE 118XS1B�A"OC. 13ottdrvlaw Gallo post vii mane(BBB/•* ig()'ref _ •t019sf scow OCpsf 00p 0psf opant pmt As with�l adhaivcs,smfacepteparrs�a in iarpsaivcm sathat + -+ ; +1 +t err +t0 +i +t 12'Tratean 110/90 lID/NA 1OltlNA 100/0//1 snores 10M1A 96Re1. 9031A 90/MA 9dN1. 90611. 13 120 110 100 optimal pwin cane b It is recowith Vel Biu erg surfaces ri the 18'Tram= ,900p1 90 NP. 9WNA 00741. 901NA NA NA NA NA NA NA 14 120 110 100 Bwny post wrm res(8335 T) +100pst +w0psf +100psr +sn0pidow +maps/ +loops! +wOpse .v93 pat adheschane s)be do mobs ithpah h([amnion•aflames( ir dun SECTION C3•BV VERTICAL MULLION SECTION C4:GV RACEWAY MULLION i SECTION C5•GV CLAMP RACEWAY I - ctannds)be wiped down paha thinner,edema(spirits Q *AN POTTY=cpm 217 18 710 100 913 •GV Gable Post 90mph:use /x5/8"at. eultsids - GV Gebblrteeavrey past w/miaa(a00S7u� +10(>Dst +1oQuf +woos[ +t00ps( +tOOpst +wopaf +t00pd +ttl0psf ® p : ((2)- u (FastaterA) rubbingde"hattocomethesemtsingsurfasmericetramdirt, le 110 90 N/A •GV;ComerPostQ_90mph:use(2}-48x5/a"at sill&bmde,eachside(Emma A) = M 3 B H repo Ir Weer else,1r Uploter' Uptolr Ildo78" too 1r Weir dash,=dim oily floss-Mewls;followcitapplication •The Wind Speed Mattis charts tabulate the safe windspeed(mph)for the tamnimmlmmebaledonitsomeructien. •apse&>90mpitreedhemublesof2petl=p •BV Gable Post®90mph:use Internal post bracket,(3)4/84/ratsill,ea tsideTesteaaA) BVIMMINALJASBSUPPORT 8, 1 B B srtac,ae.®ama�r,a 7r.wom Truman Tacoma. Transom Truman Trtsrsan Trettsaa. Tremor imaunioavmdarelima epad5cnthe adhair Assumes nests&CIsddia Raceway&fmtemr.SmSadmCs. . B." (TYPI 0.750 sm+c."s.aa.z■dm.s Components g(Exp C}The indicated values are to GaradvtewwmdspcedlBakrnewwind "DV Corner Post TO 90mph:use internal post bracket,(2)./8x5/8"9 sill Rtratder,mauitk :._- -. I•Ammo aOngtespat 17poked"a&12.ovabangerastndioarykroom,and a24'width&Ir°vahmgas gable style roons.Grmterlead/tarybcpassrblabot speed. Madman wind speeds for OV/HV seethedykroam (Fastener A),Use(9)screews to attach pose brnekettoendamideof2pcbea v. r �`- - i► .a _- waridnadsavior byhcemoldesigaprefesakod. •Maximumwind speedferastudiostylesuoroamisdictated » -- -- �- 1 i r I�'li� ^�- by wing •UseposlbmcketatexehmaofntViat«liodzpmt (Byonty) i n H 1 •ser g me[lv risk pmt oV seaway pow IN Orbkpatare a to ca era Stmcoom widths larger than the 24'maximum aro ailowabl provided that there fawn iMoant lata marlins&Leaders(963,5"spa » A 1,.."� RACEWAY -WIT •6•spas are 722?,s spam are9637?- ",P For other wind see Goma'Notes *Use Post Brackett each vertical post intersedism for BV ''" •ABowabk gm ed snow lads for both apsos ad both tt*mrsm hsightr an dictated by the sea rthle load m the hods beam,and gable/raceway post header&mullion construction is used.ibethoStu&tablmhnsedmpmjeclionto a'Trenton it Truman 18'Traeom I�� • ri__: I CAVITY I r •The above ddad"nnot Iactmktaefegfrom minfaaed,drilling.m,tidiessnow. extrapolate wind speed for Wdptopavedmamwidlb• Prot/width At Mils AtWbdts Al Wilts y )tilA /L 4:1 past headers.Similar to Detail B3. '.��`---�.% •The shove dantMinim adad badof5pd,,2apsffarobfpawls&22paffashkgles. *The above tabulated wind steeds are based on a combined lateral wind lord&vetting load of5psfdadlsed+35psf I 12-' 170/140 1401110 130/100 Usesimrlarconnection for studio room headers. ( I_-.----_-I } ♦ A •Smwbats ion agehoknfsnororal far raw;lope[aa6per Sacdca1AofASCE 7-05;esteem a'add'md ma•stippuymafstafir� Pp0.7 g gronndmow toed(Dead load is2.8psffor panel weigbtad2.2pdfernspthoitsbir�es) 13 170/140 1301110 122!100 *Refer toGenoalNotes,Dena I,for fastener gty. •Pr rooEmow toed Cr10 Cs•R9,Ct'1.I,I-lR,Pg-g1a®dsa�had •Above date can be used to size Encloseda shams 74 1501130 1101100 100190 [ I f I t----- 1.25"TEKsacw •T e table atties to the m fsuptAsinxdrecmeRoofptnellodsevdaaedsepastry. SECTION H:RIDGE BEAM CONNECTION •Bend ant.66safdyf"rlafar column bedding&badmgpaAinaioueDedgeMmmi,and 300.?&106.5•wall blight for rrdI8'trmsom,rapectvdy. •Maxstock length for 2pc header is21'.For header spans>2t',2pc IleadermtntbeamedinconjcmnitnaittGV- 73 130/122 19090 68'0/4 I� - - 1 (12`O� ; lyapq iiii •Atomdoe mabeused to she&doedorOpmetromrs Raceway/GV-Guble/BV-Gablepost. ID 11!1!1(0 9t/H4 GA DETAIL II:14MULL1ON 1•EADERCONNECTiON I L._.ill ) �r L. .-11-15-11_ -.�_ ,._. B B u1j IH•SINGLE H-MUWON CONSTRUCTION ONLY:OOMPH LVL RIDE BEAM ;; ____L_r _�t,-..,,L_ SIZE BEAM PERMFG. B DV H•MU11ON /8X5/8"-24"O.C.CAN'T IDCCEED 3W IN LENGTH al- GENERAL NOTFS LOAD SPAN TABLES: 3" &6"ROOF SYS•l�k'M •GRANDVIEW ONLY 1 0C3"LAG SCREW APPLICABLE INSTRUCTIONS BVPATIOSWER►Ats>3 evslLLramcRI PRrrDRILLOUTER Mt]LIJtJNWALL W1TR7tt6"13018 sal starter&hwde 7. •lir X16 MAX ROOM SEE WOOD STRP *Use fasteners A for interval Connection or *Use forve tied mullion or fan-beam only! Cannot be Seaway Mfg's Engineering Code Packet does not make any claims about the structural capacity ofthe witting structure the snmro0M s being tdmchedta Therefore,structural capacity Single Span Design,:3"Alum/AlumPanel with/beams Single Spam Design:6"Alum/OSBIA)umPanel w/Battens ALL EXPOSED SURFACES (PITCH ANGLE) •Um f/B X 1-1/V-18"OA.(Fasteners A)ptodnV 6olrs fasteners B for external connection used hO�OII y or as auppot post for an LVL TORE COMM)WITH ••Use d8x5/g"TEK screw(FastenerB)b attach to aB&headeruse FastenerA • of the fotmdatation(concrete slab or deck),existing house wall to resist superimposed loads horn the sammom,andlorexisting mof overhang to resist loads from the SpanApawable3;Ground Wind ift Loads w SpanAllowable Ground Wrid Uplift Loads ''CO'-44: Always summon were not considered in the colander' Iberia. P COIL STOCK ALUM.sologkr. PANEL CAP •. •'D I jamb supportused ferrmling edaantoaSa Slider *No screws or sharp opjections can penetrateinlo *For 90mph,attach using Novanex too(Maar to Cl). Length Snow Load(PSh� Length Snow Lead(PSF) HOLLOW INSDE �. s the racewaycavity. •For>90mph,notch back 7/8•on all flan �,, Internal Jamb suppottill mullion mustspan from sitbBader. Ser �) Section A/Ak - Section B3 Studio Room:Using Past!RaawayMulons L/120 Ll180 L/240 Pressure Gable Studio 0120 1/180 1/240 Pressure Gable Studio MUIIlON •umofTabmalJambstpporthileuofr!•maGonimpaled. sotbatmullioacanbeseated ntosill&head',and+120 h+12 h 8' 203 157 119 83 +12 h +12 h DETNLetJIIIII*41111111fil fastenedtssingf&steamsB *All tags screws must have full thread embedment into joistextnandboard per For GV 5tuditr.Mullets 7' 173 12Q: 90 121 cop +120mph �P � 01111.111.°111/ 4th ed.Timber Construction Manual. '90-120mph,use(2)#8x518"screws(each side),at sit&2pc header(FastenerA),for upto 8' 126 .90•. 67 95 +120mph+120mph g 183 135 102 66 +120mph+120mph "All Tap cons must have full thread embedment Into centrale. 96.375'tonings 9' 93 . 52 74 +120mph+120mph 10' 163 114 86 53 +120mph +120mph ' 3 318'0 X 3 HANGER pr,..-1.-- 'All •Art fasteners into treated lumber to be hot dipped galvanized(or egivefant), '130mph,use(3)#8x518"screws(each side),at sit&2pc header(FastenerA).forupto ( ) ' SECTION D'GV CORNER POST! SECTION DD:BV WRNER POST' SECTION E 2PC HEAD SUPPORT &use standard 114"fol galvanized wartier 9x•375"spacings 10' 72 56 42 59 +120mph+120n0 11' 147 99 74 44 +120mph+120mph � LAGS,90-130 MPH ` ' 11' 57 45 34 48 +120mph+I20mph 12' 129 86 64 38 +120mph+120mph ' 11111�I BOTH SIDES Section B1: - GV Studio Corner Post 1DII■EIMI DETAILci 11111 12' 46 38 -- 27 40 +120mph+120mph 13 113 76 56 32 +120mph +120mph For Grandview rooms oniy;use steel plates under gable post&comer post IT "For GV.90-110mph,use(3)#8x518"screws,each side(FastenerA),at sit&2pc deader;for sECTitJN c2rc4 windspeed is>100mph. Otherwise,use standard WM steel washer%tett 8'fenestration flanking the comer post 13' 38 31-. 23 33 +120mph+120mph 14' 99 - 66 50 28 120mph +120mph "WINDOW FRAME IS SLICONED AROUND PERIP.EIER,SEE DETAIL CI - - - fasteners into slabordeck. *For GV,120-130mph,use(4)#8x5/8"screws,each side(FastenerA),atsil&2pc header. 14' .32-.--- 26.. _20 28 120mph 4-120mph .. .15' 87 59 44 ._.- 25 110mph 120mph •USENOVAFLEX 100SLICONE GPI IPIIP - • 31/4'SQ.CORNER POST . for8'fenestrationIlankhlgthetolnerptsst 12 16' 77 51 39 22 100mph110mph 'REFER TOREPORTSEAWAYOOSS0.1CONEBOND --- 7-/E1* - REQUIRED IN AILCONSTRUCTION 15' 28 23 . 17 24 110mph Omph P a ars• --- _ Section 62&DIDD: - 31/4- 7/8-TyP • . • - " -- _- - ._ Fasten maximum 6 lags directly under the post For BV Studio Mullan: 16' 24 20_ 15. 21 100mph 100mph 17' 69 46 34 20 Dbl Span 100mph PANEL THERMAL , ' "90-110mph,use(3)#8x5/8"screws(each side)&postbtacket,ats7& *Safety Factois:Shear--3.0(Wind&Snow),Bending 1.5(Snow).2.0(Wind) `Safety Factors Shear-3.0(Wind&Snow),Bendhlg"3.0(Mind&Snow) •••+ U � killir-110-1 r1. ZAST A; Section C4/C5:Clamp Raceway,Raceway Post,Chaseway Header&Mullion 2pe header(Fastener A),for upto 96.375"spacings.Use(9)screws to aitaedh post .. GRAN DVI EW/ BETTS RVI EW PATIO ROOMS: STUDIO STYLE D -: o II�- , , pLSD 5/8",Per NEC 2002.no objects that could chafe aware,s,ch as screws,netts,or bracket to undersideof 2pcheader. Double Span Design ,abrasive objects.can protrude into the raceway cavity-Must useplaslicorrub.- "120-13omph,use(4)#8x5/8'screws(each side)&postbrrcket,etsll& WO 1 �� :r{ TDDEIAILF DETAIL I�lt �` w L- � Oty �IMMIXii?� grommets for each hole tiuu the alum- 2pc header(Fastener A),for upto 96.375'spacings.Use(12)wawa to attach post Spare Gr.Snow Loads Wired Uplift Loads Wind Uplift Loads 5E 'PANEL SECTION K --- --- bracket to underside of 2pc header. Length 3" 6' •3"Akun/Aium w/I-beams 6"Alom(OSB/Alum w/Battens• r1�,"'� DIRECTION SECTION K � 4 ��`T t �o a [1111-*-71117-4-4 t 2�Heme 1V _-} - �Section E 0120 : U120 Pressure Gable Studio Pressure Gable Studio c�GV Gable post,GV Raceway,or BV snow load postcon be used with the 2pe BV Studio Corner Post _ %� w4 e t z --_ate �� )rp wlCttasaway head support for longer spans or greater roof bads_Raceway and rpt:Gable "For BV,90-110mph,use internal post bracket,use(3)#8x5/8"screws(each side), 12' 93 . -21.6 •65 +120mph.+120mph 74 +120mph+120mph -_� - postarestructurallyinterchangeabie. at sill&2pc header(Fastener A),for upto 8'fenestration Ilonkngthe corner post. 13' 78 200 54 +120mph +120mph 64 +120mph+120mph r ' DETAILSECTrtx1E (i� OETNLJ o ( I __ 0G liii ,. IIS� 'ONE U ---�_-_Y_--r-- -_1 U90mph,Fastener B not required for stogie span,else Ntrvaflex 100 Attach post bracket to underside of 2pc lander rutin/(9)#$x518"exzeuvs. _ r90mph,FastenerB, 14 fib 185 46 +120mph +120mph 55 +120mph+1201TIph k d sEEGENERAL ' 24'O C.fardouble spans •For BV,120 130mph,use internal post bracket,use(4}#8x518"screws(each side), - FI"'I < - 15' 173 39 +120mph +120mph 48 +120mph+120mph old T 0 _- , 1, M. a 1 A r 13 iFAS7B4ER8 NOTES(SECTION E) *100mph,Fastener B,24"0.0(single&doubt:spans) at sill&2pc header(Fastener A),forupto 8'fenestrationtlankingthe corer post 5p ,� =1I•110mph,Fastener6,18"O.C.(single&doublespaans) Attach post bracket to underside of 2pcheaderusing(12}#8x518"saews 16' 49 162 34 +120mph 120mph 43 +120mph+120mph DETAI rel S Nci.ca (Ii1f r - 'FAst aastNcxEBP,w00Mt�n�tR"g,rtadl�troutlho a �' •FAS1EtER@ESPAN,901.7/MPH .120mph,Fastener B,16 O_C.(sngle&double spares) 17' +12 h+ Aii,„t---11-111P"Allil- TD -r • •130mph,Fastener B,12".O.C.(single&doublespans)•ShtdbOny Section B3 Gable Room: 43 146 30 +120mph 110mph 38 +120mph p > OTM UP TO 12' t ETA►LNI �- •FASIE4ERIt:DOl19.ESPAN,120.130MPH l ttr•o.C. For BV @ 100-120mph:Use post header&post mulions Jl; 31/4•X3 12' .,_ POST BRACKET Section H&J: • Gable Post Use internal post bracket,(3)#81!518"each side(fes'tenerA) NOTES: t flN .4 2PC CORNER POST SECTION B1 DETAIL F:ROOF PANELS I All loads in ponds per square fool L �� Size LVL.beams per manufacturer's instructions using 19Eorbetter- Corner Post:Use interna)post bracket.(3}#8x518•eachside(fastenerA).Attach pL. r SECTI Cl-05 post bracket to underside of 2pc header using(9}#8x5!8"screws.erUse(3}#$X518" •Use deflection limit of1J120 per 2009 IBC,Table 16043,footnote IL Other deflection limits 4C.--'s� r -ANLL 1 . t #8 X 5Ar�,24'QC. A;48X5/8"@ 24'o.C.(8 LOCATIONS) each side(Fastenerare fortetoc°ceonly' t) IRECTION SECTi WD IAll1 , •FASTENER B,REFFRTOFASTEbIIsTL WALL HANGER Detail FStudio Room: A)toconnectpostheadertou-dlannelatcomerpost •The above data for 3"8c6"panels considers shear deflection,but does not consider shear i'l:' t (t - ` SCHEDULE PORNO.OFREQUIRED LAGS OR RIDGE BEAM • For studio room using 3"orb"panels.use the:following number of/4"0x4"1x6" Mullions:90-120mph,use internal post bracket&(2)#8x518"each side(FastenerA)atse& • D/DD •FASTENERII,RIFERTOFASTENER FOR WIND SL'EGDAND ROOM S[ZB d`9 creep duets longterm iatidmg. � SC:an VULE FOR NO.OFRL•QUIREDLAG6C3 screws to attach each roof panel. Each I-beam/Batten has(2)#Sx.5/8"screws header. Attach post bracket to underside of 2pc header using(6}#&x518" •s tenthdoes�include & f IN › SECTION G •} t FOR WIND SPEED ANDROOMSIZE •FASTl3NEKB INTO CONCRETE,REFIIt11D IQ --""'al =a te connecting it to the header or beam.Overhang',is 12". screws. Adequate for upto 96375"spacing. *For•double span conditidxm double the 11120 mow load as tabulated in single span table for H SECTION NAA SECTION FASL73N61tSCHfiDULEFORND.OF REQUIRtD .limm (; the longest span bisected by the intermediate beam(ice if a 20'span consists of miff and 12' 0,,, r_ , - III,11111, *FASTENER 13 INTO CONCRETE,REFER TO TAPCONS FOR WIND SPRiFD AND ROOM P71 p. , Single Span: Double Span: Double Span: For GV@1000-120mph:Use raceway/post header&mulions section,double the snow load for the l2'secdonfromteSingle Span table)- Wind uplift loads T �• _':?';.'•.. �1"•. y., ;, : ti, FASTENER SCIIEDULEPORNO.OFREQUIRED n, u, Header, Header; -•- Intermediate Beane Gable Post at sill(4)48x518",each side(FastenerA) are as listed-Refer to"Detan1"for connexdondetails.Size LVL per mfg.instructions r•, �" ' =,• - ..,: l- • • -� TAPCONS FOR WIND SPEED AND ROOM SIZE. •ONLY(6)LAOS CAN BEINSi11t1'EDWITHIN §j iti-i'r * VARIES • THE CROSS SECTION OF THE POST' ...ii K[ 90mph-1/panel 90mph-1/panel. 90mph-1/panel Corner post at sill&header(3)-#8x5/8',each side(FastenerA), Allowable ground!mow loads have a redaction facmrof 09 for low slope roofs Section 1 - - N DETAIL 133 .• DETAILB3 •ONLY(e7LAGSCANBEINSERTEDWITHQJ t7--n' 100mph-1/panel 100mph--I/panel 100mph-1/panel Mullions:for postspatdngs upto 7225"btwn 90-120mph.use(3)-#8x5B"each side(Fastener 7.4 ofASCE 7-05;assumes a cold"and non-slipperymofsurface. Ps=0.7CsCeO.Wg fel ['�•� -_,�, c- •FORBVONLY,iNS&R7 FASTENERS '�� * P Q �r••' t rHECROSSSECTLONOFTIlEPt75T o Psestwfsnowload,C 1.0,Ce=U.9,1 1.1,I=1.O,P�gtou9dsnowload R 1� ''i SILICONE en i�a 110mph 2/panel 110mph-1/panel 110mph-2/panel A)at sill&2pc header.For post spacings upto 98.375"bhem90»720mph,tLsa(4}# 518" flPOST U4"FROMINNER WALLUSINO *The above data dots not include loading from unbalanced,drifting,or sliding snow for Ore dF USE 1/4"STEEL WASHERS UPT O 100MFHrev z O 120mph 2/panel 120mph--1/panel 120mph-2/panel each side (Fastener A)at sill&2pc header. Cjl A sTt3ELWAsrmtt m TOP ONLY id m z sumoomariraaatheexiatin house roof 0)t DETAIL J:INTERMEDIATE BFAM z o:o to a. 130mph-3/panel 130mph-4/panel 130mph-3/panel * g DETAIL B3:HORIZ.&VERT.POST CONNECTION I •PRE-DRILLLAGHOLES USING11E413B •A1TAC9POSTBRACKETitDCORNFRPOSr a z z K For external goof eovctiitgs such as ah shingles,subtract 3psf firm allowable grotmd Detail I:Post heatieferonnedions ">100MPH USE STEELPLATES 19 su un._ Detail F Gable Room: GV/BV Gable(dJ 100-120mph:use(3)•118x518,each side(FastenerA)to connFASTENER C,90M111 USE(3)-r8K14/4 EACH SUM • " snow loads.dRefer to General FOR 100-I10MPH,USE(4}118X1-U4 EACH SIDE °1 •• 2PC M I I �* • , _ • Allawabiegmttndsrmwtondsemnlmlledbyatherehenr,bendmg«deAeaitm POSTBRAC[Oif motes,Detail F,fat a. rax For gable room using 3 or 6 panels,USeffhe following TlumberOf/a 0x4 Orb" post/raceway header to u-channel at comer past&house wall FQrBV gable use(8}#8x578 , �Y 'REFER TO DETAIL B3 1138 CONNECTION HEADER I p,In 0 screws to attach each roof panel to header. Eac h i•bearnBatten has(2).#8x5/8• screws(Fastener B)to attach post bracket at each end of headerto vertical memnnion Asphalt shitlgles shallonlybe resod on tewfsIelpes 01212 orgutaterper1t905 22 of 2009 (BV ONLY} • HEADER&SILL *PRE DRus.LAO HOLES USING 11/64•0 BD LRC. Seaway Mfg.lecomalendsam inimutrnslope3:12forapplicationofasphaltshingles , SLIPS INTO POST •CORNERPOSTSTISDBtECTLYBolSILLSTARTER connecting It to the header.Overhang!sir. •GV/BV Studio 100-130mph:use(3}#8x518 each side(FastenerA)to connect * • Above date taro be used fora gable roof system of Enclosed or Open stmctnus,and for / NOM.060 WARS 'REFER TO DTTAIL 83 FOR CONNECTION TO IIEADLEe i --�^"-• :1 ----in 90mph--1/panel post/raceway header to u-channel at corner post&house wall For BV studio use(8).#8x5/2" Enclosed structures with monoslope roofs, For Open ramaoues with monosis pe roofs,the &sir. 100mph-1lpanel screws(Fastener B)to attach post bracket at each end of headerto vertical extrusion. maximum wind speed&spars for 3"&6"punch art~90mph at 14;100mph at 13;&110mph POST - - SCREWS(REFERTO DETAILE) 110mph-1panel .. atIr.120mph-2/panei -- ------ - - - -PASTENERA,(2)SIRXS/8' i- -- , (2R Teo n ,P Gable Post Lag Screws 1/."21x4" ag,SG0.47,Exp.0 REVA-CWORKPRIORTOENGINEERING � o FASTENERs ECTION G:HOUSE U-CHANNEL90101 100mph 11Ompt 120mph 130mph APPROVAL L- FASTENERA A1x �OVE�'GETYP.t7CtSTINGHGMEWALL P/W 24 23' 22' 21 20' 19' 18' 17' 1x1 15 14 P/W 6' 15 141 P/W 24' 23' 27 21' 20' 19' 18' 1T 16 15 144 REVD;SEC IONB2,REDUCEDSIZEOFSI'LLL FasfcaerSc i - 3S'k7CX"LVL�4' 23 221'29 iS 18 1T t5 15 14' P/W 24 23 27 21' 20 1S�8 1T t615 14' P/W 24 23 27 21' 20 16' 18 1T 1 Fasttmv5cltedolc CONCRETE WOOD • i l 12'-• 3 3 3 2_ 2 2 2 2 2. 2 2 1 '(2r-••3, 3 3 3 3 3 3 3 2 2 2 1 12e-• 4-•4• -4• -4 3 3 3 3 3 3 3 1 17-• 4 4 •4' 4 4 , VIS"ED TABLE FOR 13' 3 3 3 3 3 2 2 2 2 2 2 13' -3'2- 3 3 3 3 .3 3 , 3 2 2 13' 3 '3, 3• -3• 3 3- 3 3 3 3 13 4,' 4, 4 •4 forOr°flag 7 (pYp) FASTENER ��� ACING FASTENER 0 PLATES POST SP RL 15' 3 3 3 3 3 3 3 2 2 2 2 15' 4 -4 4 3 3 3 3 3 3 3 2 15' 4 4 4 .4 4. -4 4 15 5 5 "4 MINREVEI ON H,CORRECTED QTY TYPO FOR tercelsSIDING ' STUDIO 6'SPAN ' 15 :SECTION 1 16' 3 3 3 3 3 3 . 3 3 2 2 2 16' 4- 4- 4 4 3 3 3 3 , 3 3 2 16' 5 '4 4 '4 '-4' 4_ 4 - 16' ' -5 •• : )Tall LAGS;3INSTEAD OF6DPOST S A G *GV Studio Mullions:90-120mpb,use(2)#8x5/8"screws(arh side),atsif&heeder(FadmQ gpgptyHINM V A 4 .5. 5 5. -4 4- `4 4 17' 3 3 3 3 3 3 3 3 2 2 4 4: ' 4 4 ' 4 2 3 3 < 3 3 1T' 17' COMMENTS,REMOVED 65 PSF SNOW LOAD A),for nota 96375" 18' 4 3 3 3 3 3 3 3 3 2 2 18' - 4 4 4 4 4 3 3 3 3 18' "5 5 -5. 5.<•4- 4 4 18' ' 1011 s a �astarrA)9 sill SIZE LVL BEAM PER ��Q� ��+ LIMITATION •ForGV Stud o Comerpost•90 11000 use 3 d8xS/8"acres crib 'dc 1WPAhlb 19' 4 4 3 3 3 3 3 3: 3 g •• 4 • • 4 3 3 3 19r 5 -5- 5 • 4 . 19' 4 _,` MFG INSTRUCTIONS ` , i Pb. ( ) OSB/PLYWODD 20' • • 4 3 3 3 3 3 . 3 3 21 4< •. • 1 �31F�> k1i�111 0 c REV F:INGENERAL NOTES,CORRECTED TYPO ii &2pcboider,Corupta6'Ccacstration8®kinetlecosuxpsa�t 4. SINGLElDOt18LESTTJD 1,igii. For concrete at 90mph,use r-%.1NZTapcm For concrete et 100mph use r-'.' e apron or concrete et 110mph,use 3-'/, Tamen or concrete et 120mph,use 3-�:0x2"Tapeon DETAIL F-STUDIO,DBL SPAN;90 TO 130,REFLECT "$V Studio Mullions:90 l l0mph,use(3)tlgx5lg"renews(adnside)&patLadcet,ets0& "IE htmcmediete beam is rag6lted,use a Rtleewaypast,GV post, '� J\p ROe� 0� � co� heaeder(Fast«raA),for upto 96375'apmeings, orBV post To support LVL Locate as close totttece t i dths ��'r'�i • 100M• 11000• 120m. 130m. >�U•TSFROM SUPPLIMENTARYTESTING THAT "ForlIVStudioComer ost:90-11000 h useinternal oat 1me tr8x5/8"scct�scstt ptolucaonwall.Attateh ttolVLfieststleasStle nnH Q I pHdiiiiiihih. .. �'� w m�ssTL A ®® SIING dm m• �y P P , P >xad� (3) ( Pm c tt 1P T•AOM PAHO ROOM WERE NOV " ®©©FiFEi�inglimp ' „ ¢y©i®�ndig� ,�® � , ga�iumun��� mi®T✓+, r nuil:]IQyki.1, rPUirtmt fiFiltT3®Qy®�9 ALLOW&DETAIMO>ALOFGVL-BRAC3CETS (DETAIL s�tUd ntsi►ifi$� hosbmmeleetloorimdasde,fc� tlmtkinethcoomape>a •FASTEOt00MHUSEAOX IB"O.C. n :` CONSIOIEDIN11113M assts iai1111Y(gs■ 671.6.1 F� i� c� c II&DETAIL CI - tifC'tllWAFKWAWA 'AMIIFSFAWAWATT✓kik lWMT3+11LAiJlWA�WATT� lW11WAMall ciE�l slF� c�71 c(E� slllll'+AWAWAFAIRIES-M iR1 �Ec� REV G:ADDED WIND UPLIFT TO PANEL SPAN •Post�kettobeuse ateach end ofatved.oc� (DV only) '110-130 MPH USE d8X�12'O-C. '2 �iv • �. =TM AIFA lli+iWlWAWAWallAWMFAW l iVil#WAWM AriWACIFHW#F7Wil WAMEM cFIWIWI cnWEIMF/WIIRI WM iE•� WVIR II 111f7„."."' TABLES,MODIFIED WIND SPEED MATRIX For ether wind speeds ser Ger etslNates `FASTENER 0:MICROLAM BEAM t!' iF1_FAFA 192 IPAWA1f�WAFAWAWAWA ilWANMI MAWWIW-2FAIFill MIF/I AFAF#IattAWMIIIMI UMWFc IWM c�df701 c� sFEWilWIFA iiiF� F31i1k71� MEM •90-130 MPH USE 1/4'0X2'LAG SCREW6112'0.C. FQ °435jei% V TYPICAL CONNECTIONS(FASTENER4 iL�F+�F�i�FRF#F7G47tT"rAF'71+7FlfiCa7Fc>aF�FAF�F�FAFAF7I�F�F7iL���EI11kD1�F31Rsl WI FA iii�7 i�1�71kI irk REV H:UPDATED RACI�VGTABLIF A c.` •SHEATNINGNOTPERMiTTEDBTWN.CHIWNELANDSTUD •If beta nedlate beam Is not required,terminate veered at Gii7FAFAF�tTiT1F7�f+TgFAFI�F1iT►M c�FcMl7F'T1FAl•7F7FJlTIG�t�F7ifiiFc�tk7ikDFcIFcI c�Fc7t{{7 MAI MI WI iF'� REV I: MODIFIED RACImVGTABLE,ADDED 9(f1. X, MI IWAWAFAFAFJiWAFilFAWAWA iT�fEIWil INIEr7WAWAF��FAF�. MallInIrliIrilFIN 1{ 11F1 M MUM Ell i' `�\ SECTIONKWALL&PANEL GE header. �� •TvvoROWS oFltarox2s•LAOS� IIAIF11F1�F7FMF./F>lF� FTIFil WPM MITE7fT©©FMRS7F/IF1F•1rF J_1m IIWIWIIllkFil�RIER© iFi LTRANSOO TENTOSTS EET,Mt1CIFIEDS `. i2.Orc.wronouaLEwALts7uD. iI1UIFAWAWAFAFA WAWAWIF.IilraIl ilia l7 WISII 1 11NI©il©mini- iI�iI�1®®1E1 EN I EFTA lei• UT IRE SHEET,MODIFIED IRAN R tFONLY ONE WALL STUD 15AVAtLABLE For concrete at Oomph.use 2-'/.'Oil[Tapeal r r concrete oncrete ac 12900.h use 3-/10,rz'T.,.. TABLE LAYOUT,ADDED CLAMPRACEWAY, 1 *ATTACH FASTENER ATO: , 1.q DO SINGLE ROW D 6'0.C. •For gable room side wall vertical mullions on9625"spacings(ExpC),use 2-0/,0x4'lag serewsfor 90-12Cmph ADDED PROVISIONS FOR OPEN STRUCTURES. A-` WALL STUDSCA16'O.C.Wl1/4'f X3-LAGS UP C6.1/" •TWO ROWS OFI/4'MX1s•TAPCONS Al2'O.C. INTO CONCRETE OR BRICK WALLTO 24'X 14'W/12"OVERHANG FOR 90- Comer Post Lag Screws.l/• 0x4"Laq„_SG O.47.Exp,C • , r- 110 MPH AND/OR 50PSF GROUND SNOW LOAD. 90mph 1 Om ph 110 ph 120mph 130mph J •ATTACH FASTENER A&BTOt P1W 24' rl3' 22 21' 20' 19' 1: 17' 16' 15'114 -P/tV 244 23 27 21' 20'_19' 18'yr 16'15. ie• PAV 24' 23' 27 21' 20 19' 18' 17' 16' 15' 14'" PIW 24 76 22 21' 23 19' 18' 17",16' 15' 14' PM 24' 23' 22'2I' 20. 19 18' 1 V 14' WALL STUDS IF>16.O.0 W1114'PJX3"LAt3SUP 1 121» 2 2 . 2 2 2_ FItFTBFAFA _ ! 'Z-' 2 2 2 2 2 2 2 2 2 2 2 1 12'-• 2 2 2 2 2 2 2 2 2 2 3 ! 'Z-+ 3 3 3 3 3 3 3 3 1 12'• 3 9 3 3 3 A TO 024' 14'W! OVERHANG FOR 120- ce Packet Items C Om Model: od dview Sheet 13 2 2 2 2 2 2 2 2 2 2 3' 2 2 2 2 2 2 2 2 2 2 2 13' 2 2 . 2 2 2 2 2 3 3 3 3 3' 3 3 3 3 3 3 3 3 13' 3 3 3 3 1 M H P5 S COIIlplian Sunrooms Alum/Vinyl t3tVlaw 1011 14' 2 2 , 2 2 2 2 2 2 2 4' 2 2 2 2 2 2 2 2 2 2 2- 14 2 2 _,2 2 3 3 3 3 3 3 . -4' 3 3 3 3 3 ` 3 14' 3 3 3 3 P.E.- ette NOW LLIAD P E Robbins - 2 _ - - - 2 - '5' 3 3 3 3 . 3 3 `, 15 Alternate LS/cation FastanerA •FOR THAN 14',USE DOUBLE SPAN 1777 State Route 167 Revisions: 16' 2 2 2 2 . 2 2 2 2 2 2 6' 2 2 _ - �s�. -6' 3 3'> 16' PROJECTIONS GREATER T For concrete at 90mph,use 2-•/'tax2"Tapcm For concrete at 100mph,use 2-%'TCxTTapturl For concrete at 110mph•use 2-7413x7 Taman Fax concrete at 120mph,use 2%'0z2'Tapcat - For concrete at 130mph,use 2- Tepom ATTACH FASTENER 1.&B TO Victoria, IL 61485 5/29/13;Rev I WALL STIRS IF>lei"0.e.Y#1/4"P X3"LAGS UP 'Color coded size limitations based on racking&wind fonds on suoroom frame only. Assumes post header&mullions w/7225"spacings. Any combination ofwidtr post spacings,addition of transoms,or heavier snow loads can restrict sizes firrthtc TO 24'X 16 W!12'OVERHANG FOR 90- Drawn ' 2250 East 33rd Street •• . I {Achievable for both GV&BV I I N/A for BV only «taewawa NIA for both GV&BV 130 MPH AND/OR 65PSF GROUND SNOW LOAD. CADZ OesnINC SIERsaeE Ede,Pennsylvania 16510 B '"MESE INSTRUCTION CAN BE USED TO ATTACH TO AN EXISTING FASCIA Stats N.T.S. i Phone:(814)69&2255 • PROVIDED THAT THE LAGS ARE ANCHORED INTO EACH OF THERAFIERTAiIS. adamces2009acmtc Fac(814)!899-66556 •STRUCTURAL ADEQUACY OF EXISTING FASCIA OR OVERHANG IS NOT tt& CesASCa 7435 Manufacturing Corp. wwwseawaymfg.com COVERED BY THiS ANALYSIS.