The URL can be used to link to this page

Home My WebLink About42886-Z Town of Southold 11/9/2018 P.O.Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 40033 Date: 11/9/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1945 Glenn Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-1-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/16/2018 pursuant to which Building Permit No. 42886 dated 7/23/2018 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 Simon, Lloyd&Phyllis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42886 11-07-2018 PLUMBERS CERTIFICATION DATED u1 Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT 1 ,Pj 06 "% TOWN CLERK'S OFFICE j � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42886 Date: 7/23/2018 Permission is hereby granted to: Simon, Lloyd PO BOX 1341 Southold, NY 11971 To: construct sunroom addition to existing single-family dwelling as applied for. At premises located at: 1945 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-1-27 Pursuant to application dated 7/16/2018 and approved by the Building Inspector. To expire on 1/22/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $254.80 CO -ADDITION TO DWELLING $50.00 Total: $304.80 g 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 Date. Ivi 18 T New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: ICALA S jn Q_& , SO LkMo krA House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax `Map No 1000, Section -19, Block 1 Lot a-1 Subdivision LA c k Es .p Filed Map.,38 $ Lot: Permit No. q ZWQ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ �j� Appl' a t gignatdre pF SO�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 • �o roger.richertCa�town.Southold.ny.us Cou ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lloyd Simon Address: 1945 Glenn Rd City- Southold St: New York Zip 11971 Building Permit#- 42886 Section. 78 Block: 1 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor DBA: Trinacria Electric Inc License No. 49566-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 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 1 Twist Lock Exit Fixtures �] TVSS Ll Other Equipment: "SUN ROOM", 1- paddle fan, 1-combination GFCI /ARC fault circuit breaker Notes: Inspector Signature: ,r2 Date: November 7 2018 81-Cert Electrical Compliance Form.xls IfIfso06 # # TOWN OF SOUTHOLD BUILDING DEPT. `"cnu�n 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: hVdvvl .� DATE INSPECTORY-%- \11 Qa ho��pF SOUTy�6 # # TOWN OF SOUTHOLD BUILDING DEPT. "roum" 765-1802 INSPECTION [ ) FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ) CODE VIOLATION [ ] CAULKING REMARKS: 6&6& DATE 4 � INSPECTOR q SOUryO� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 �P INSPECTION 2 [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �- DATE INSPECTOR ,SOF SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. mnm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINAL Sweoc*h [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 Til e Far DATE INSPECTOR �OJPSyON MEEtS �A4 �� cT Q� Q, 9 112 Wilson Drive Port Jefferson, NY (c)631- -0 ASES wwwasene (�631-938-0784 qineringservices.com A.S.Engineering Services PC October 9, 2018 Four Seasons Holbrook 5005 Veterans Memorial Highway Holbrook, NY Re: Sunroom Room Addition 1945 Glenn Road Southold, New York This letter is regarding the Four Seasons sunroom constructed at the above referenced residence. Based on the information provided, the above referenced sunroom had been constructed in accordance to the approved plans prepared by this office and the 2015 International Residential Code with the New York State Department of State 2017 Uniform Code Supplement in effect at the time the plans were approved. Please feel free to contact me with any questions. OF NEIN Y �P s SP 0,9 r_ Q n W My -� i s� � •- � mac; O 08235 v 9OFES sIDNP Alexis Spyrou, PE President D OCT 1 5 2018 V` BUILDING DEIN. TOWN OF SOUTHOLD FIELD INSPECTION REPORT DATE CO NTS lg � N✓ b FOUNDATION (1ST) ------------------------------------ � C 'FOUNDATION (2ND) _ O ROUGH FRAMING& V 'y PLUMBING ^ -� S � S � s. cn G INSULATION PER N.Y: H STATE ENERGY CODE Wit FINAL ADDITIONAL COMMENTS 77A V-0.1-7 Aptd 1 — 0 ( rn O ;o N � �z d 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. 42�& - Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined v 20A Storm-Water Assessment Form Contact: Approved 20—ty Mail Ak=EA7P4f111A.$CTlllC s Disapproved a/c 4HamilmnCt Phone Convi4NY.U727 Expiration 20 Lo3V lDgg 5t6oX D �C[ROV(� Bu ector \/ D APPLICATION FOR BUILDING PERDate3k.A\W 1 La 20 Vq BL7 TANG DEPT. INSTRUCTIONS TOS". g a. This app 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. :) (Signa r Ippli nt or name, if a corporation) -I�ra�nr►►1 Gk- CtrLm (NL1 k 11 I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CA Y4 Name of owner of premises U 6VA k t h"i 0-ts S1 w (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. 5 Plumbers License No. Electricians License No. Other Trade's License No. 1.� Location of land on which proposed work will be done: 161145 61 no QA - SNM-holA House Number Street Hamlet `Sit;'.4:' rti�ipt•.� �':�Y riEGi1 Courity Tax Map No. 1000 Section 19 Block' ;�r;i,,r, w. Lot --2 7 Subdivision W,0SJ C Filed Mss--W4--? ''' 'y�''' 4' Lot 3� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S1�IALQ� l� reS 1[lR YIt�Q� b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 44S,Wp.°D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If-.garagp,,,i&mber.of,c, In 6. If bust esa;(cp nw4=ial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 38 .3 Rear 38 .3 Depth o^?�l 3 Height e, iS Number of Stories ;2- Dimensions of same structure with alterations or additions: Front .3 •3 f'. Kllygaar 38•'3$ Depth `-�� 11 Height Ey,i6 nQ Number of Stores a 1 a o 8. Dimensions of entire new construction: Front oZ` 11 Rear 11 th is Height 11`,3`� Number of Stories 1 9. Size of lot: Front 36 Rear qs Depth oZ1)6 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Imo- yo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ZWill excess fill be removed from premises? YES ✓ NO ' 14. Names of Owner of premisesuCMd'9b,1tisStcntn Addressl-tL6(&LGann ec[ . Phone No. 1.03\1105-3199 Name of Architect AUXiS Co6m,, Address 11 a MKM Or. Phone Noldl-S60-WSq Name of Contractor9Dt it Saris Address5t65\/A, cftm• Phone No. G3\-Sko3-L4CW . eu�•a1 b8 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 7BEEQUIRED. 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-," * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFhan&) � being duly sworn, deposes and says that (s)he is the applicant (Name of nidi idual signing contract) above named, (S)He is the Ql q(o�[ (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 thi k U-"^ day of 1Al k 20 k9 Nalmn?pWft Shft of N"Y4wk r'N A A i�) Notary Public No.01KSM137 Si ure of hpplicant OuWled W W comni"M a Scott A. Russell ,� 0S111FIZ'� ST01KMWA\TJEJk SUPERVISOR ' 1\�l[A\1�A\�G�JEl��I[JE1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 z 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 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 ❑O/ than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubicY ards of material within any parcel or any contiguous area. 012(C. Site preparation on Slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑1�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area, ❑[�J 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 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 witFyour Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.('.T.M. #. 1000 Date: QDistrict NAME. elm CLAM 'P Section Block Lot ° ' �j FOR BUILDING DEPARTMENT USE ONLY * ** Contact Informatma — Q a —S YJ 1:)DI ' ?elrplrorc humbni � �p Reviewed By: ilk - - - - - - - - 8MO Date_ 7� Property Address / Location of Construction Work: — — I ,( Approved for processing Building Permit. ��5 G�n� U ® Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 y Ol,r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971 GSOMETelephone (631) 765-1802 - FAX ( 1 roger.richerttown.southol us s OCT 12 2018 APPLICATION FOR ELECTRICAL INSPECTION 1ULLILWIREQUESTED BY:� fieriS(�JLQ& (Sllo�(03l -58q"1 Date: 1T9 - �T' Company Name: G Name: Q -% License No.: email: Address: Phone No.: - JOB SITE INFORMATION: (All Information Required) It Name: U hk i A a h Address: q Cross Street: &�Ssclm ,lt n. Phone No.: �- BIdg.Permit#: - S" 44,RV-6�p Y" __QLi-lt Tax Ma District: 1000 Section: `1(3 Block: l Lot: a1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) P(PnAy�L 'kr-) -qL,,,ynny�' Circle All That Apply: Is job ready for inspection?: YE / NO Rough I Final Do you need a Temp Certificate?: YES /I0 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xls v o Suffolk County Department of Labor, Licensing & Consumer Affairs j VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 { DATE ISSUED: 3/28/2017 No. 58270-H (f _ SUFFOLK COUNTY t Home Improvement Contractor License c This is to certify that JOSEPH SEGRETT doing business as FOUR SEASONS SUNROOMS OF NEW YORK LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. License Category NOT VALID WITHOUT Additional Businesses GC i DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS A Un SUFFOLK COUNTY DEPT OF LABOR, LICENSING b CONSUMER AFFAIRS Commissioner HOMEIMPROVEMENT CONTRACTOR NAMi JOSEPH SEGRET! ! This certifies that the S NAY( t bearer is duty FOUR SEASONS SUNROOMS OF NEW j licensed by the YORK LLC County of Suffolk """"""n0i 58270-H 03,2&2017 a 03101/2019 New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^A"" 743007449 �� LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 O . SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER FOUR SEASON I,LLC D/B/A FOUR TOWN OF SOUTHOLD SEASON HOLBROOK 53095 ROUTE 25 5005 VETERANS MEMORIAL HIGHWAY P.O. BOX 1179 HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1256 0: 724469 07/01/2018 TO 07/01/2019 05/29/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1256 031-4, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. 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 VALIDATION NUMBER: 799008578 110600000000000592211755®111111 Foran WC-CERT-NOPR[NT Version 2(02/29/2016)[WC Policy-12560314] U-26.3 99 1000000000000597175511(0001.0000175603141r"G1H4991.04NCOr1 NOP.CERT 11f01-000011 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia. Legal Name and Address of Insured(Use street address only) lb. Business Telephone Number of Insured 631-563-4000 ext.168 Four Seasons Solar Products LLC lc.NYS Unemployment Insurance Employer Registration 5005 Veterans Memorial Highway Number of Insured Holbrook, NY 11741 Id. Federal Employer Identification Number of Insured or Social Security Number 205809702 DBA: Four Seasons Holbrook 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Zurich American Insurance Company Tow not Southold 3b.Policy Number of entity listed in box"1 a": 53095 Route 25 5291935.004 Southold,NY 11971 3c.Policy effective period: 07/01/2018 to 07/01/2019 4.Policy covers: a.®All of the employer's employees eligible under the New York Disability Benefits Law b.❑Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 7/16/2018 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (631)845-2200 Title Administrative Services Manager IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207 PART 2. To be completed by NYS Workers'Compensation Board (Only if box"4b"of Part 1 has been checked) State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title 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 DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) I Saffolk County Dem: : t of Labor, Licensing & I Consumer Allain VETERANS MEMORIAL HIGHWAY * HAUPPPAUGE, NEW YORK 11788 i r DATE ISSUED: 3/28/2017 No. 58270-H I SUFFOLK COUNTY Home Improvement Contractor License This is to certify that OSEk rSBOW q doing business as IMUR SEASON$SIRM2QWNEW XO LLC having furnished the requirements set forth in accordo'nee with and suFjc0c to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. I ' License Cstetyory { NOT VALID WITHOUT AdditionAlBusinesses GC DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS SUFFOLK COUNTY DEPT of LABOR, `�&..4t" UCENsING a CONSUMER AFFARS HOME IMPROV M N Commissioner CONTRACTOR JOSEPH SEGRETI This0wofts that the »I bmw IS duty FOUR SEASONSSCWMW by the SUNROOMS OF NEW YORKLLC -- - ---- - - -- - — County of Suffolk "°"—NI 58270-H oW211W17 03101/2019 New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "A""A 743007449 Q' 0 LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 [MEG. . . SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER FOUR SEASON I,LLC D/B/A FOUR TOWN OF SOUTHOLD SEASON HOLBROOK 53095 ROUTE 25 5005 VETERANS MEMORIAL HIGHWAY P.O. BOX 1179 HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1256 0: 724469 07/01/2018 TO 07/01/2019 05/29/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1256 031-4, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS:/ANWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. 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 VALIDATION NUMBER: 799008578 1In11 10®0a0r0 r00 0ur00 0ira0u0o u5r9r2m r1n�7ux55m1�Inll Forth WC-CERT-NOPRINT Version 2(02/29/2016)[WC Policy-125603141 U-26.3 991000000000000592175S190001.000012560314ii"G>IR4691-O/NCrtl NoP.CERT 11101-000011 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured 631-563-4000 ext.168 Four Seasons Solar Products LLC lc.NYS Unemployment Insurance Employer Registration 5005 Veterans Memorial Highway Number of Insured Holbrook, NY 11741 1 d.Federal Employer Identification Number of Insured or Social Security Number 205809702 DBA: Four Seasons Holbrook 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Zurich American Insurance Company Tow not Southold 3b.Policy Number of entity listed in box"la": 53095 Route 25 5291935.004 Southold,NY 11971 3c.Policy effective period: 07/01/2018 to 07/01/2019 4.Policy covers: a.®All of the employer's employees eligible under the New York Disability Benefits Law b.❑Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 7/16/2018 By 4.6,�� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (631)845-2200 Title Administrative Services Manager IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207 PART 2. To be completed by NYS Workers' Compensation Board (Only if box"4b"of Part 1 has been checked) State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title 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 DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120 1 (5-06) Cwtilrcations indicated hereon signify that this pktt of the property depicted hereon was mode in ocandonce with the existing Code of Practice for land Surveyors adopted by the brew Yak State Association of Professional fond Surveyors. This ce ilicotion is only for the lands depicted hereon and is not certification of M6,zoning or freedom of encumbronces, Sold certifications shall tun Only to the persons and/or entities listed herew and are not transferable to additional persons,entities or subsequent owners. TAX LOT 29 95'0 MOFNOUM UNpNT J � .ioo•oo�- 4) MONUMENT FOUND � 66 0 VVJJ R? .' .J Z fa O WOOD WALL t O cr„� O ,4,4p C!lyCc Rix tV ARBOR MONUMENT FOUND 0.3'5 T4s 0.6`W I LOT � 3? GREEN oecK Hous !06 29.0' s.e' 3s.a O tu (0 `�. Ngo D STORY f�c V- z 4d <; JNC 1 4 u u NO. 1.94,5 N a C N FUEL 78.J O O TANK m k $ Q FUEL Q Ol W Q' `C/7 TANKO 4J FUEL X W q P TANK J O 3 o O !_ z } 1 too 1�5'� ky 00 MONUMENT r 4r 0 FOUND .all all Q O A� ViEw 2018 B8v PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and Owelore,are not intended to guide in the erection of fences,retaining walls,pools,polios,planting areas,Oddi ions to buildings and any other co nswuction. SubuJoce and environmental conditions were not examined or considered as a part of this survey Easements,Rtghtsof-Woy of record,if any,are nisi shown.Property comer monwwh were not placed as a port of this surrey —� Barrett Tax Map: DISTRICT 1000 SECTION 78 BLOCK 1 LOT 27 BBVBona"i & Map of WEST CREEK ESTATES lkxo ok ft or«kWw b lho suwly is o vio. lotion of section 7209 of Mew York Sbte Ed=xm taw Van Weele, PC Map lot: 32 Mop Block: -- Engineers e Surveyors 9 Planners File Date: 08/19/1963 File No.. 3848 County: SUFFOLK t 75A Commerce Drive Hauppauge,NY 117$8 i•►ty: 1631.435.1111 r 631 4351022 www.bbvpc sum Situate: SOUTHOLD,TOWN OF SOUTHOLD CerriRed sw Tide talo.. Date BY Revision Copies of this survey mop nor bearing the land LLOYD SIMON&PHYLLIS SIMON surveyor's embossed seof and uyo we shay na be considered to be a nue and valid copy RB Drafted BW Checked . CW Dote: — --- - - --- ei Project No.. A)80314 ! 2018 Scale: 1'r= ' ------- --------- ------- -- --- 3 2 !d t 314.dvg,uyout2,fil13/2e18 1:Z1:48 HM,Barrett,Borrurr&van weete,P.C.,Brnar OA fv)a APPROVED AS NOTED RETAIN STORM WATER RUNOFF DATE: B.P. PURSUANT TO CHAPTER 236 FEE:_ BY: & OF THE TOWN CODE. NOTIFY BUILDING DEPAft9IfNT AT 765-180 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ELECTRICAL 2. ROUGH - FRAMING & PLUMBING INSPECTION REQUIRED 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES All exterior lighting AS REQUIRED AND CONDITIONS OF Installed,replaced or repaired shall conform D to Chapter 172 of the Town Code S N.Y.S.DEC---- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAT:- OF OCCUPANCY P� a (` 51MON RE51DENCE co QQ q. .. Q Z O DRAWING INDEX 1945 GLENN RD . 50UTHOLD NY 1 197 1 W oo'm S 1 - PLOT PLAN S o m 52 - GEN. NOTES PLOT PLAN Y'° Nw J� 53 - FOUND./FLR. FRAMING PLAN W Z�, 4 vi L2 u 54 - ROOF FRAMING PLAN 55 - STRUCTURAL DETAILS G . 56 - STRUCTURAL DETAILS 57 - STRUCTURAL DETAILS Q a g��esz� A I - PARTIAL FLOOR PLAN , SS O _ 5oa= o N 7°42 4011 �l�/f 8 =�� w �G�WoG R I - 5UNROOM PLAN * ELEV. - - _ _ _ _ E 55 6O' U - �8 R2 - 5UNROOM DETAILS - - - - _ _ _ _ N /405 ��V� Z w R3 - 5UNROOM DETAILS \ WOOD WALL - — - - - 55 86, 4� o (� z zs� R4 - SUNROOM DETAILS WOOD STONE DRIVE - _ Z m `� G oe�'� 8 R5 - 5UNROOM DETAILS \ WALL WAY o - O *o o zLn° �'° � \ Q J �- �_ .� D = KBO FASTENER SCHEDULE FOR 230 SUN t STARS oW � t Qo \ O � � `si=�a�o TO EXISTING STRUCTURES 8 FOUNDATIONS Z O \ 27 3 \ Qo c- o FASTENER NO./SPACING O Z N COMPONENT (MIN.) FASTENERS \ PROPOSED s \ O IL 'RVU gam COLUMN/SILL 3/8"OHILTI KWIK 2(MIN.)@ EACH COLUMN \ SUNROOM ��,� p �, m U O Vu N BOLT III w/WA5HE AND 24"O.C.(MAX.) \ I II 12'- 1 1 1/2 x L W _ o \ O 2X8 RIDGE BOARD 3/8°0 (2)ROWS @ 16"O.C. ` 1 OI-8 5/811 N (� Z \ TO EXISTING W/WASHER � \ ! OF NE�V 3/5-0 2 IN TOP G'(3"APART) ' \ 273, Q�v �S`SPY y0 WALL COLUMN W/WASHER 30"O.C.(MAX.)VERTICALLY \ 50? .c)o o � 90 ALUM.RIDGE 3/5"0 BOLT w/ (2)ROWS @ 16"O.C. O 15 A/C A/C O @ LEDGER WASHER Ln ccO \ r \ Q n / W INTERNAL RAFTER 3/8"0 BOLT w/ (3)PER CLIP OGREEN HOUSE \ 2 2 CLIP WASHER GEN. N NOTE. -- -- — -- - - -- - - -- -- -- AX82359 Qin 1 ALL FASTENERS CONNECTING ALUM TO ALUM. SHALL BE STAINLESS STEEL. 5 1050' W 200.001 ROFESSIONP�' 2 ALL FASTENERS CONNECTING ALUMINUM COMPONENTS TO STRUCTURAL FRAMING OR FOUNDATION SHALL BE HOT DIPPED GALVANIZED DRAWING TITLE. 3 ALL FASTENERS SHALL HAVE A MINIMUM OF 3"EMBEDMENT UON. A PLOT PLAN NORTH COVER SHEET 5 1 SCALE. I' = 30' NOTE. 1 . THIS PLOT PLAN 15 FOR REFERENCE ONLY, FOR F.M51011415 ADDITIONAL INFORMATION SEE SURVEY PROVIDED BY A LICENSED LAND SURVEYOR. 2. LOT COVERAGE CALC5 (FOOT PRINT ONLY) LOT AREA: = 21,487 5Q.FT. EXIST. HOUSE: = 1,048 5Q.FT. DRAWN BY: DJC PROPOSED: = 139 5Q.FT. REVIEWED BY: AS TOTAL: = I ,187 5Q.FT. SCALE: SEE PLAN LOT COVERAGE = 5.52% DATE: 07-05-18 51 of 7 \S V P� U Ll CL tl- GENERAL NOTES Q 4 GE6 'to ; 'All P� Q N W Q .0 > (VO r y t~u ) Z :j U C 0Cnj) �� r C § LLW.. ��p DENOTES SMARTDECK PANEL N w AND TYPE. 5EE DETAIL5 FOR OUTSIDE FACE EXI5TING WALL °2 W – W SPLICE AND CONNECTION U U (@ 5TRUCTURAL FRAMING)TYP. 2i� N U (!� v�H R 0 REQUIREMENT5 GW VcJ F CONT. 2x10 LEDGER L Q Sao€o ^ 3 e a o. _ — LLJ m II II Z Q k/_ m z r �. A W S B I Lo 2 z p5 $ z �3� "� � S6 p l I) p in Z z 0 W J oga� II I ROPPED 1 O J V 0 �� . �iiOO Z m? .5 S,"Q (2) 2x I O 2 fj)O N IRDER N g � o � C11 z Lu z ao�000 , afQ NU C) Z O >3 nII 0 p ri BFNEo OPPED I *�s sPyyo 09 (2) 2x 10 I RDER - - --- --- ----- ---- — 2 r OC W Lu CONT. (2)'2xG BAND 2 i55 NOTE: X610 �82359NA�� 4x4 P05T ON 12"0 � 1 . FOR INFORMATION NOT SHOWN 5EE FESSI OO x 3G" DEEP CONC. SUNROOM DRAWINGS. Typ' FOOTING TYP. LION 2. DECK HEIGHT 15 28"± ABOVE FIN15H GRADE DRAWING TITLE. 6 3. 5EE GENERAL NOTES FOR MINIMUM FOUND. * FLR. G" 5'-1 1 3/4" 5--1 1 3/4' CONCRETE REQUIREMENT5 4. MAXIMUM ALLOWABLE CANTILEVER FRAMING PLAN 12'-I I 1/2" EQUALS "d" WHERE "d" 15 DEPTH OF CANTILEVERED MEMBER A5 REV151ON5 MEA5URED FROM EDGE OF SUPPORT. A B D 5. ALL GIRDER 5PLICE5 5HALL OCCUR OVER 5UPPORT. ('A' FOUNDATION CONSERVADEGK PLAN DRAWN BY: DJC S3 REVIEWED BY: A5 SCALE: 5EE PLAN DATE: 07-05-18 53 of 7 �S V 6�`GPV u � rl- (` Q, a�� w — in Q U ) - Nt` w W � oz0 6 00nn Y C IL �LD UJ 11 I I I I Z o2yJ N o~LU I ZI I I I d a O _ G€ I I I I I v J LL- I I I I I ,^,�/ I } � I I I I Q t2��no� LL- agog Fsg� :2 W O (n z _ z � Z z0`° LLI "Jo r a® (2) 2x8 LEDGER °o Z V o � g Ln o o� ao�o�0 I Q I O N= < t �o hof NEW I o P�*\S SP r a: m w DA 082359 v 90FES S%0NP DRAWING TITLE. Roof 5UNROOM ROOF SYSTEM BY FRAMING PLAN FOUR SEASONS SUNROOMS, REFER TO "R" SHEETS REV1510N5 12'-1 I 112" A PARTIAL ROOF FRAMING PLAN DRAWN BY: DJC 54 3/8 — 11-0.. REVIEWED BY: A5 SCALE: SEE PLAN DATE: 07-05- 18 54 OF 7 QP U.1 CID a ani N :j w Z Z�fh 0O^m C o L r C IWL�ImvD LU — �WQ 0 U �y " M d o WOOD POST Gog"ij (SEE PLAN) °� � �o�oWo 51MP50N STRONG V Woa3�o ��. TIE PB POST BASE �[ J USG CONCRETE FOOTING, �Z U- LLJ 0) ) SEE PLAN ON SHEET S3 (n �O m (n z >- FOR LOCATIONS 3/4 LIP AS PROVIDED O Mu BY FACTORY O m p o o -VI N N FINISHED "'O Z �� V GRADE > O m gN EE 0 o 9? 0 Ho '; , :• �'• •'i' '^ Biu `• ¢��°° z � d ad YJ _ E�00� a APPLY 5EALANT PRIOR TO G 'saa INSTALLATION OF 5PLINE="9 a d d u z STEP I d a °d a8d NAILS @ 8" O.C. ��OF NE STAGGERED EACH s sP yO,A SIDE OF SPLINE 2 X G SPLINE d d a d a \ CONSERVADECK r p� PANEL n i i LIJ w \\�/ ad o //\�// �, +• ;r' %�Y. :.': 1 ;'.Y�� •_•". �O 082359 NOTE: min AR FESSIONP FASTEN PANELS TO APPLY 5EALANT DROP GIRDER IN ACCORDANCE OSB PANEL NCEOFERST PDGE OANEL DwawiNG TITLE. AT 51M. 5ECTION TO DETAIL D STEP 2 NAS BEEN INSTALLED BUT 5TRU CTU RAL SEE PLAN S6 PRIOR TO INSTALLATION OF SECOND PANEL. DETAI L5 A TYP. POST FOUNDATION B TYP CONSERVADECK CONNECTION AT SPLINE Rk-n51ON5 55 NOT TO SCALE55 NOT TO SCALE DRAWN BY: DJC REVIEWED BY: A5 SCALE: SEE PLAN DATE: 07-05-1 8 55 of 7 �Y Y G�NO U a l'- 07 C?b 0 '-°0 5UNROOM WALL W N z m EXISTING c 0 0 L (2) 2x6 CONT. TOP PLATE STRUCTURE o Bm m MIN.3/8"0 LAG OLTS I Y 3 w �u WITH 3"MIN. EMBED. 2x6 STUDS @ I G"O.C. X02 w N F SEE SHEET 51 FOR 2 U-- MIN MIN CONNECTIONS R-19 BATT. INSULATION -_------_i\ -�F-1 i3b�yM Q O --------- 1/2"THICK PRESSURE TREATED PLYWOOD SHEATHING 11G FASTEN W/IOd NAILS @ 8"O.C. 0 TREATED SILLUSSURE �1CONT 2XG Sd NAILS @ 8"O C. ALONG ALL PERIMETER EDGES I 1 CONSERVADECK €� �� 12"O.C. @INTERMEDIATE FRAMING. TRUFA5T 51PLD8000 I �I 3 28!Unod SCREW @ IG"O.0 I 1 G3* c)Z � (P/N: HN8000) ..,y`,; :S':ei,�• _ _ LLJ W g (2) 2x G CONTINUOUS ',:•" •`�' ..`K•• ----- _- BAND AROUND ENTIRE :::: .:..`"; r1---- .;�; ;,''si: 'r` `',s;:+.' _ = m �Z! :'Y EXISTING HOUSE BAND I :�• �: c�::`."�•:• (� z v�j ��r�"S '.,�_. FLOOR PERIMETER / / ;' �'.t.: ? '! i W '' ' •` w �'"' CON5ERVADECK IF EXI5T FLOOR FRAMING 15 w _ PANEL PARALLEL PROVIDE O m (I� z z ISOLATOR TAPE N N. SOLID BLOCKING AS RFQ'D ( Z z�� lL.� �o 2;„s, ISOLATOR TAPE �oo �' �/ v` 2F 11 d.. FOR ADEQUATE CONNECTION w � �O �,- (P/N: HN3 130) 2X4 LEDGER ATTACHED O Z v �O O W/3/8"0 LAG BOLTS > G \ FOR INFO. NOT I @ 12"O.C. W "pp� g>?? 8 SHOWN SEE 2x LEDGER(5EE PLAN) FASTEN TO EXISTING O o � 6 p STRUCTURE w/(1) ROW 3/8"0 LAG BOLTS TO OL s"" =° DROP GIRDER cJ6 WOOD w/MIN 3"EMBEDMENT AND 3/8"0 TAPCON a$>kioo SEE PLANS •O• ANCHORS TO CONCRETE w/MIN. 3"EMBED. @ 12" O • O C., BOLTS NO CLOSER THAN 2" FROM TOP 4 u- g BOTTOM AND NO CLOSER THAN 5" FROM ENDS. tJ �� uu A TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER C TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE G NOT TO SCALE c NOT TO SCALE OF NS J J 5 sPy,�o 0,9 r � 5UNROOM WALL m 6 ILu TRUFA5T 51PLD8000 u FOR INFO NOCONSERVADECK PANEL T SCREW @ 16"O.C. 2NF ?G C? SHOWN SEE: (P/N: HN8000) (CONTINUOUS OVER �10 I�8 35 A DROPPED GIRDER) q�FESSIONP R-1 9 BATT. ;•, ° DRAWING TITLE: INSULATION MIN.3/8"0 LAG BOLT 5TKUCTU RAL WITH 3. MIN EMBED. SEE �ti:�j::��:;.,:�;-•.. ,,;,:.:.•.'::*'::" SHEET 52 FOR MIN CONSERVADECK CONNECTIONS PANEL 15OLATOR TAPE D ETA I LS 8d NAILS @ I G"O C. (P/N: HN3 130) DROP GIRDER REVISIONS SEE PLANS P05T SEE PLANS (2) 2xG CONTINUOUS BAND AROUND ENTIRE FLOOR 51MP50N STRONG PERIMETER(MIN fb=850) TIE 15C4 POST CAP DRAWN BY: DJC REVIEWED BY: A5 B TYP CONSERVADECK CONNECTION AT GABLE WALL D TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER SCALE: 5EE PLAN c G NOT TO SCALE c�• NOT TO SCALE J Jt7 DATE: 07-05-18 56 of 7 ��T Y G�`GP UY W '3 W a) DZOcq W N ZCO f 00"n(1) o � ��cmm � 3: u- d ,� W — �WQ Z'ti to �U� dd�HM Q O �- 71 II I F.: II I p 3 g I 6 HP p .,"i�8 CVI � pL+Oas J CO v nM'5 i� €�G I 0cn >-u W o L z u� f� N �o cJ� z z �_ ®° II I Z Zo W � _8 w O0 Ey FLASHING AND SEALANT I `r>' Oo o b (BY CONTRACTOR) W o Ln X I Ln Fo Hos° 5UNROOM ROOF BY FOURS-A50N5 , , � I x � - - - - - - - - - - - Q � o § 11� tJ 1111 Ill • IXI Ill I1 I ��pF NEIv� EXTRUDED ALUMINUM I/L0 � LL - - - - - - - - - - Py,�ssPygo ,p RAFTER BAR BY FOUR I I� —>I SEASONS I — ,- cc PORTION OF EXIST. I m I _ , w EAVE/50FFIT TO BE REMOVED I EXI5T 2ND FLOOR 2 FRAMING NEW FOUR SEASONS RIDGE. FASTEN N�;0109 0 2358 TO 2x8 LEDGER w/(2) 3/5"0 LAG 0FESSION BOLT5 w/MIN.3" EMBEDMENT PER CLIP, ONE CLIP PER BAR. "-�EXI5T. WOOD FRAME WALL DRAWING TITLE. NEW(2) 2x8 LEDGER. FASTEN w/ I (2) ROWS 3/80 LAG BOLT w/MIN. 3" EMBEDMENT ► STRU CTU RAL TO ENDS OF EX15T. FLOOR J015T @ I G" O.C. * I I I DETAILS TO EXISTING TOP PLATE @ G" O.C. �I--VA.— I COUNTER5INKING BOLTS A5 REQUIRED TO INSTALL 5UNROOM LEDGER. REVISIONS A TYP. STRAIGHT RIDGE CONNECTION DETAIL AT EXIST. STRUCTURE S7 NOT TO SCALE DRAWN BY: DJC REVIEWED BY: A5 SCALE: 5EE PLAN DATE: 07-05- 15 57 of 7 • I I v4�G a � Pin � 1,11Q' d W — 11') Q C1 > — Nf� W W N z :j W Z 0) 00Lm U— d N � .x�r 7lu 0 $ F W 2 N 0 U o LIVING ROOM LU z a r m U - � � oC (n zLU d DEN w �- N - Z �� Z Z g w � .a � NOTE: ° Z o zb5st DEMO. (3) 2040 CSMNT. WINDOWS > _ =O 1HU AND KNEEWALL BELOW, LEAVING EXIST. 0 _� STRUCTURAL HEADER IN PLACE, TO Ln CREATE OPENING TO NEW SUNROOMLLyy N a z s3 Z 5� H 8"STEP DOWN OF NEl�,Y ss , 09 0 r cc SECTION h 105 LIGHT AND VENTILATION/EMERGENCY EGRESS m W co H 105. 1 General. Exterior openings required for light and o °A 8 35 oF ventilation shall be permitted to open Into a patio structure Esso conforming to Section AH 10 1 , provided that the patio structure shall be unenclosed if such openings are Serving as emergDRAWING TITLE:ency PARTIAL egress or rescue openings from Sleeping rooms. Where such exterior openings serve as an exit from the dwelling unit, the patio FLOOR PLAN structure, unless unenclosed, shall be provided with exits RtV1510N5 conforming to the provisions of Section R3 10 of this code . PROTECTION OF GLAZING (5UNROOM): 12'-I I 112" GLAZING PROTECTION SHALL COMPLY WITH DRAWN BY: DJC REQUIREMENTS OF THE EXCEPTION OF REVIEWED BY: AS SECTION R301 .2. 1 .2 PROTECTION OF OPENINGS AND TABLE K301 .2. 1 .2 SCALE: SEE PLAN DATE: 07-05-18 A I Of I G4`GQ� d I` Q. CL) uj Q U > — N r W w � InZo-6 ul ooLn 3W�nm 36M 3611 R4 36M 36M rn N w 2y�� QN - OV A I I I d�yM a R5 g ro g 5'-0" 5'-0" G� N R5 g RS ,� SLIDER SLIDER ted'°D R4 `� WINDOW WINDOW D a cc � W 0 46M 46M 46M 46M —� - R3 a w = L Q .0onFo E 0 M3 �o = R3 U�ll vwi v — D I I Nm af (8L Jv to G� oG R4 i�w z Q - m U _ Fr o" uj o- 46M 46M R4 46M 46M � Y m Z >- F288bo Z z O W '3 Z - a®F 0 Q $ OC 0_9 33WHO -g z m0 8 1 � 4 1/2" 3'-0 5/8" 3'-0 5/8" 3'-0 5/8" 3'-0 5/8" 4 1/2" W > O p o §W i G 10'-8 5/8" 0 O � N ��o� �- 12'-11 1/2" 0 p N u DPLAN VIEW LEFT ELEVATION cL g'Fo SCALE: 1 4 =1 —0 6�M000 SCALE. 114-776' U— w U � u 0� NE�,Y SP yRo 0,9 r- Cc m I. w Lu 6'-0" 2 ? 6'-0" g SLIDER 5'-0" 5-0" �,� 082359 ki SLIDER R2 WINDOW SLIDER SLIDERRp NPS' w a WINDOW g - w a WINDOW WINDOW FESS10 UJ W �o �3 p A A R3 D obi �o �3 p O E U w w R3 R3 0 o Lo N R3 R3 R3 DRAWING TITLE. I m R2 R3 �N I a SUNROOM n W Nm 1,W Nm 0 0 Z Z PLAN * ELEV. "51ON5 12'-11 1/2" 10'-8 5/8" 6 FRONT ELEVATION p RIGHT ELEVATION SCALE: 1 4 =1 -0 SCALE: 1 4 =1 -0 DRAWN BY: A5 REVIEWED BY: A5 SCALE: SEE PLAN DATE: 07-05- 18 KI Of 5 o Y r Q� w - Lf)(a Q U > - (NJ r '" d Z2Oco to C U)n ExTR'D ALUMINU ? y w m m EAVE TOP (A*7Et*7)EB) j r c � l9 EAVE BOTTOM ( rn N w J O W - J tu N 0 U w 3y�HM d O B SAVE � 3 g� ��g � R2 scALE:6'= 1-a' 80_ RN ILJ v G b o G Z Q_r m W IUD o w � zu, p _ W O � O m (n z z � �� LLL I— Zz o W H o ti c s LL. = Z p \CIrOnO Z \ s04gtWoB=a-5" �NA�N: LLJ X44 0oOW > 'L x 1/2TEK SCR F- pp D.C. w E_��§,. W (TYP ALL ELEVATION aM�ooM Q (DU O W1_ 00 o Ln W GD 00 00 s sP r G 00 1 cc A 51LL m z R2 -SALE:G"= 1'-0" ZN F� 082359 Q, v FF =T-n gOIssS1�NP II II 0c) w J G � DRAWING TITLE. -tQ � SUNROOM \3: _ Li E�j DETAILS N Q m REV15ION5 MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE S1. DRAWN BY: A5 REVIEWED BY: A5 SCALE: 5EE PLAN DATE: 07-05- 18 K2 of 5 G QP N W — Lu n Z 0� W w Zm 0oU) o c LL- u- 7 W9 J" W O lL —_ � J fA L2 U 9d�HM Q O EXTR'D ALUMINUMi 2 I/4" UTILITY COVER (A*5GT) OUTSIDE INSIDE 6,2SX AT/EACH COLUMN" TEK SCREWr- (H7*150) L 3 a� oQ OF OF #8 x 1/2" TEK SCREW (H7*150) V oa3�o ROOM ROOM ® 16" 0 C. MAX. EACH SIDE EXTR'D ALUMINUM OL = °� wG�WoG F EXTR'D ALUMINUM UTILITY H-COLUMN (A7*145) Z arm U - "� F08 Z CLOSED SILL (A*7CS) - m z EXTR'D ALUMINUM- C) r WEEP HOLE WINDOW JAMB A7*131U LLl BY INSTALLER 2x6 DECKING OR 3 4" PLYWOOD ( ) I I EXTR'D ALUMINUM (n 12 z ,n o- , ( ) / WINDOW JAMB A7*131 U W _ �_ z- H px t3 o FLOOR SHEATHING EXTR'D ALUMINUM / \ \ / MINIMUM CONNECTIONS ARE 2 O m to z z � ��0 LITE "H' COLUMN 1 1 SHOWN IN THE SCHEDULE Z z O '�s® FLASHIN --+-� - - - - - - - - - (A7*111) ( ON PAGE S1 O �m . g�3 (BY INSTALLER) / "'O tF MINIMUM CONNECTIONS ARE SHOWN 2 O 5�2 IN THE SCHEDULE ON PAGE Sl-MINIMUM CONNECTIONS A 1 3/4" PLAN VIEW CONT. EXTR'D ALUMINUM 0zow SHOWN IN THE SCHEDULE CLOSED SILL (A*7CS) OL ON PAGE St. 09 C UTILITY H-CHANNEL CONNECTION AT SILL Oma _ B PLAN POST R3 NOT TO SCALE l y N o o� DOUBLE 2X6 JOIST ROOM PERIMETER NOT TO5CALE g H G= 42 (MINIMUM) R3 NOT i �� w s�3 c Lu EXTR'D ALUMINUM OUTSIDE FACE 0 u " _�� 2X BLOCKING WINDOW JAMB (A7*131U) EXISTING® STRUCTURAL TURE (BY FINISINSTALLER) G= 42 (MINIMUWJ x 1/2" TEK SCREW (7*150) FRAMING) EIGHT AT EACH CORNER APPLY CAULKIN OF NElti EXTR'D ALUMINUM #8 x 1/2" TEK SCREW CORNER COLUMN BETWEEN SILL & WALL (H7*150) ® 16" O.C. P �\S SPY,9oG �---UNIT WIDTH/LENGTHS (A*7C9) 2 LAG BOLTS ® TOP 6" EACH SIDE VERTICALLY NOTE. CONT EXTR'D ALUMINUM COLUMN SPACE ® 3" O.C. EXCEPT ® TOP 9" 1 CONNECTION TO FOUR SEASONS CLOSED SILL (A*7CS) BELOW VERTICALLY & ® 30" O.C. PROVIDE 3 EACH SIDE r- cc "CONSERVA DECK" SAME AS SHOWN EXTR'D ALUMINUM VERTICALLY (COORDINATE (SPACE ® 3" 0 C.) n I W QUAD 'H' (A*70H) WITH SCHEDULE) EXTR'D ALUMINUM m2 2 A SILL TO DECK CONNECTION DETAIL MINIMUM CONNECTIONS A WINDOW JAMB R3 NOT TO 5CALE SHOWN IN THE SCHEDULE (A7*131 U) OA 082359 <(. 1 ON PAGE S1. EXTR'D ALUMINUM ROFESSIOXA \ STD. H-COLUMN \ (A7111) \ EXTR'D ALUMINU SILL (A*7CS) \ DRAWING TITLE. PLACED VERTICALLY AGAINST SUN ROO M \ WALL �---2 1/16" LE) GABLE ATTACHMENT AT HOUSE WALL DETAI L5 5 3/8"�� p NOT TO SCALE MINIMUM CONNECTIONS AR '\ SHOWN IN THE SCHEDULE REVISIONS ON PAGE S1 D CORNER P05T CONNECTION AT SILL R3 NOT TO SCALE DRAWN BY: A5 REVIEWED BY: A5 SCALE: SEE PLAN DATE: 07-05-18 R3 Of 5 a QP W - L� Q U 1 - N r W w z oo� SILICONE SEALAN 00 lf1 (BY OTHERS) 1/16" GLAZING TA o a) w (HK1009ACR) a lb c tm N EXTR'0 ALUMINU _7 w xx C - J Q EXTR'D ALUMINUM GLAZING CAP Wlu MUNTIN CAP (A*4MXB)(A*5GC) Z�� N0 U EXTR'D ALUMINUM #10 x 3/8" MACHI COUNTER FLASHING 3d� a (BY INSTALLER) HAt GLAZING CAP (A*5GC) SCREW (HN2011) EXISTING EXTR'D ALUMINUM 1/16" THK. GLAZING (1 ® EACH GLAZING B R EAVE END CAP (C*8140) TAPE (HK1009ACR) STRUCTURE G€3 SILICONE SEALANT (BY OTHERS) 1/8* SETTING - — l EXTR'D ALUMINUM V J u o !2 EXTR'D ALUMINU BLOCK (HK1023) RIDGE (A*8FRG) } o W o SETTINGABLOCK B) I n 0>L po� (HK1023) RUBBER SETTING - — — J EXTR'D ALUMINUM v/ �_ _ a a p 6 W':V BLOCK (HK10238) RIDGE TRIM (A*7MT) w' _ tp lL_I -G�W o G 7/8" INSULATED L2IL #8 x 1/2" TEK SCR GLASS EXTR'D ALUMINUM MINIMUM CONNECTIONS ARE Z Q r m - 0 8 (H7*150) ®12" O.C. — — MUNTIN (A*4MTB) — — — — — SHOWN IN THE SCHEDULE - Z f� �,�d XTR'D ALUMINUM — — — — MAX. — EAVE TRIM (A*7MT) ON PAGE S1 } ,,^^ Z N p #10 x 11/2" SCRE 10-24 x 3/4" MACHINE /V JJ w _ _ (HN*2111) ONE ® — — — — — — — — #8 x 1/2" TEK SCREW SCREW (HN2008) I I V/ O m (� Z Z uL'o EACH BAR (7*150) 4 PER CLIP WITH THERMAL = z BUSHING (CN4201) �03Xg CLIP ANGLE � w 1/4" x 1 1/4" SELF THREADING Z az In (1-SR-AC) RUBBER MUNTIN = SCREW (H*2080) O W J tE �Q n COVER (R*4MI) (TWO ON EACH SIDE OF BAR (y �0 EXTR'D ALUMINUM _ Q i N Na Z AT EACH CONNECTION) � O -� o'^�o�G EAVE CUP (CN13004) O W Ln O z� #10 x 1 1/4" TEK SCRE RIDGE CLIP ,^ OQ Q < — — — (H*2026) 5 PER CLIP _ (CN4210L) V J r� o E�v€ — — — #10 x 1 1/4" TEK SCREW — — — — — — — 5 . — — — — — EXTR'D ALUMINUM ¢ ooh EXTR'D ALUMINUM o GLAZING BAR 3" RAFTER BAR EXTR'D ALUMINUM I< t X �( (H 2026) ®EACH \".:J ao�i�o — — — (A*5LB3) RIDGE LEDGER (A*4LL) O '"_ — — EXTR'D ALUMINUM 3 RAFTER BAR ILL 15 3" RAFTER BAR (A 5033) w ORO (A*5LB3) F2 �g_3N� LJ ROOF MUNTIN � UNIVERSAL GUTTERp^ SCALE:G"= 1'-0" (A*K5G) I\�F EXTR'D ALUMINU UNIT WIDTH (PROJECTION) olle 3" SNAP-ON GUTTER EXTR'D ALUMINUM ,��F NEw y FASCIA (A*3GFG) EAVE TOP (A*7ETB) C RIDGE Q" S SPy, 0 WEEP HO EXTR'D ALUMINU R^ SCALE.G"= P-O" EAVE BOTTOM �1 * yt (A*7E8) EXTR'D ALUMINU MUNTIN CAP (A*4MXB) INSULATED f cc #8 x 1/2" TEK SCREW GLASS n W (7*150) 012" O.C. 10-24 x 3/8" rn W SCREW (HN2011) 2� GLAZING CORD (RK5NGL) �OA 82359 V 90PES S10NP EXTR'D ALUMINUM SLIDER HEAD (A*7HD) DRAWING TITLE. A SAVE DETAIL 5U N ROOM R4 SCALE:6"= I'-O" EXTR'D ALUMINUM-----'--'A' LUMINU DETAI LS RAFTER BAR (5LB3) REVISIONS EXTR'D ALUMINUM MUNTIN (A*4MTB) GLAZING TAPE (HK1009ACR) D CR055 MUNTIN t RAFTER BAR CONNECTION DRAWN BY: A5 R4 SCALE:G"= 1'-O" REVIEWED BY: A5 SCALE: SEE PLAN DATE: 07-05- 18 R4 Of 5 cr Q, W — ln 4 c> > — Nr w C) Q 0 CO W wN zz�co 900CLr)m z .a) o a) cf) r c LL 9 OY NLj Jr w — � W Q N O M Gx . .6 ,^ S B �W.0 �o 0 O Q iZg"no�0 O — — ara312 LU �1o�W�OG EXTR'D ALUMINUM Z BEAUTY CAP (A*46C) � O>- W 0 o € EXTR'D ALUMINUM Lu Z u? �LY— az> S W o 6� GLAZING CAP (A*5GC) ALUMINUM CLIP ------EXTR'D ALUMINUM (n O L`1 (� z Z>- ubo �—GLAZING CORD PROVIDE (1) AT BEAUTY CAP (A*4BC) Z z 0 W H pis® (RK5NGL) EACH COLUMN p[ c9� .Q E3;§ (A*4JC) XTR'D ALUMINUM Q 9 n Ora GLAZING CAP (A*5GC) �O z Mg"o EXTR'D ALUMINUM > C) = g�-NE GABLE ADD—ON (A*3SGA) o Ln GLAZING CORD nypFFR 7/8" INSULATED (RK5NGL) o$>d000 GLASS O § #10 x 1 1/2" S.S. 10 x 1 1/2" S.S. L .S. F ��z MACHINE SCREW (HN2OO4) MACHINE SCREW (HN2OO4) w 5z�g W/ THERMAL BUSHING SOLID PANEL W/ THERMAL BUSHING (CN42O1) ®t 10" O.C. MAX. (CN42O1) ®t 10" O.C. MAX. 0 #8 SHEET METAL EXTR'D ALUMINUM SCREWS INTO GLAZING BAR GLAZING BAR of NIS (A*5L63) I X ALUMINUM GLAZING BAR P �,\S SPY, yO (A*5LB3) t rt A GLAZING BAR 0 I w R5 SCALE G" = 1'-0" B GABLE END R5 SCALE G" = P-O" SOA 82359 R0FES S\�NP DRAWING TITLP. SUNROOM DETAI L5 REV151ON5 DRAWN BY: AS REVIEWED BY: AS SCALE: SEE PLAN DATE: 07-05-18 K5 Of 5 0'ON MEf)g A99 A.S. Engineering Services, PC. 4 • 9 W f a Lona Island New York 112 Wilson Drive 630 Fifth Avenue, Suite 2000 AS E S Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 1 of 26 ENGINEERING CALCULATIONS FOUR SEASONS SERIES 230 SUN & STARS STRAIGHT EAVE MODEL 10'-8.625" PROJECTION BY 12'-11 .5" FRONT WALL WITH 51-133 RAFTERS @ 36" O.C. MAX FOR THE PORTIGIANI RESIDENCE LOCATED AT: 1945 GLENN ROAD SOUTHOLD, NEW YORK 11971 DATE: July 11, 2018 THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR 25 psf EQUIVALENT UNIFORM ROOF LOAD Vult = 135 mph EXPOSURE C WIND LOAD AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE AND NEW YORK STATE DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT AND EITHER MEETS OR EXCEEDS THESE LOADINGS OF NES,Y *\S SPyRo O C7 it j � 35y v gOFESSIONP Office: 631-560-0259 Fax: 631-938-0784 www.asengineedngservices.com r JP ,ota rrrt,J A.S. Engineering Services, P.C. W c Q 9 W 3 Lona Island New York ASES 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 1 of 26 ENGINEERING CALCULATIONS FOUR SEASONS SERIES 230 SUN & STARS STRAIGHT EAVE MODEL 10'-8.625" PROJECTION BY 12'-11 .5" FRONT WALL WITH 51-63 RAFTERS @ 36" O.C. MAX FOR THE PORTIGIANI RESIDENCE LOCATED AT: 1945 GLENN ROAD SOUTHOLD, NEW YORK 11971 DATE: July 11, 2018 THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR 25 psf EQUIVALENT UNIFORM ROOF LOAD Vult = 135 mph EXPOSURE C WIND LOAD AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE AND NEW YORK STATE DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT AND EITHER MEETS OR EXCEEDS THESE LOADINGS of NE Y S SPYR 0 s . W UJ 2 d �4 2359 AROPES SIONP Office 631-560-0259 Fax: 631-938-0784 www.asenaineednaservices.com Jp1(ON Mf(,S A aa ° Qq ; A.S. Engineering Services, P C. Q � a Lona Island New York 112 Wilson Drive 630 Fifth Avenue,Suite 2000 AS E S Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 1 of 26 ENGINEERING CALCULATIONS FOUR SEASONS SERIES 230 SUN & STARS STRAIGHT EAVE MODEL 10'-8.625" PROJECTION BY 12'-11 .5" FRONT WALL WITH 51-133 RAFTERS @ 36" O.C. MAX FOR THE PORTIGIANI RESIDENCE LOCATED AT: 1945 GLENN ROAD SOUTHOLD, NEW YORK 11971 DATE: July 11, 2018 THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR 25 psf EQUIVALENT UNIFORM ROOF LOAD Vult = 135 mph EXPOSURE C WIND LOAD AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE AND NEW YORK STATE DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT AND EITHER MEETS OR EXCEEDS THESE LOADINGS •��of NEI�Y �*\s SP�q O C) s w m w C? FSA 5g ROpe S10NP Office 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com cJ�„Om n^t t r�cn A.S. Engineering Services, PC. C v Long Island New York ASE S 112 Wilson Drive 630 Fifth Avenue, Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 3 of 26 DETERMINE BASE SHEARS BASED ON WIND LOADS Office: 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com 0,49, ,ON MEE IS nqq 1 1 Q A.S. Engineering Services,P.C. W � 3 Lonq Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date I Chk'd by Date Sheet no./rev AS 5/29/2018 4 of 26 WIND SHEAR FIRST CALCULATE WIND PRESSURES AND THEN BASE SHEARS AND LATERAL FORCE DISTRIBUTION This site vMl be taken ollline on June 30th 2018.Please start using the new site at htt Ithazards.atcouncil.oro. 9 Search Results � Satellite a L; Query Date:Wed Jul 11 2018 Southold Latitude:41.0477 SPrrkling Pointe Longitude:-72.42983 w . ASCE 7-10 Windspeeds (3-sec peak gust In mph'): Risk Category I: 124 Peconic { Walk vines Ird� yr Risk Category 11: 135 Risk Category III-IV: 145 MRI"`10-Yeah 80 MRI—25-Year:90 MRI"60-Year:99 R,3phnel i Rr,Na•rv�w MRI" 100-Year: 110 1 . { l + ASCE 7-06 Windspeed: 120 3-sec peak gust in mph) E i , .," ASCE 7-93 Wnds eed: Google Mal)data 82.A_1f8 toot T;e�me of Uee Reyaa`" ap ertor 86(fastest mile in mph) IRB)WINDBORNE DEBRIS REGION.Areas within hurricane-prone regions located in accordance with one of the following: 1. Within 1 mile(1.61 km)of the coastal mean high water line where the ultimate design wind speed,V,ft, is 130 mph (58 m/s)or greater 2. In areas where the ultimate design wind speed, V„ft, is 140 mph (63 6 m/s)or greater; or Hawaii. WINDBORNE DEBRIS REGION Office: 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com 1 Jpi l�N fif[.z A.S. Engineering Services, P.C. 3 Lonq Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 5 of 26 Wind Pressure Calculations (Main Wind Force Resisting System) Design Wind Pressure p=gGCP-q;(GCP;) Where, q= 0.00256 KZ Kit Kd V2 I Velcity Pressure Exposure f ;v.N ._:; for 0.7 FOR EXP Where, KZ= Coefficient= ' ' Exposure GB 0.85 FOR KZt= Topographical Factor= EXP C Kd= Directionality factor= Vult= Wind Speed= we, mph I = Importance factor Therefore,q 33.71 psf Design wind pressure, p= gGCP-q(GCP) Where, q = 3371 psf G= Gust Factor=0.85 + 0.55 FOR PARTIALLY EXPOSED GCP;_ +1.18 for STRUCTURE — 0.18 FOR ENCLOSED CP= 0.8 Windward Wall STRUCTURE 0.5 Leeward Wall 0.7 Side Wall 0.9 Roof Therefore, p + = 28 99 psf for Windward Wall 20.39 psf for Leeward Wall 26 12 psf for Side Wall 31.85 psf for Roof use 10psf Pressures based on Vasd - multiply by 0.6 min 17.39 psf for Windward Wall 10.00 psf for Leeward Wall 10.00 psf for Side Wall 19.11 psf for Roof Office- 631-560-0259 Fax: 631-938-0784 www.asengineedn-gservices.com pij°h N� A.S. Engineering Services,PC. 3y 9} Lona Island New York AS E S 112 Wilson Drive 630 Fifth Avenue, Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 6 of 26 ROOM INPUT PROJECTION 10.67 FT FRONT WALL HEIGHT 7.33 FT RIDGE HEIGHT 9.00 FT FRONT WALL LENGTH 13.00 FT WIND PRESSURES 17.39 psf for Windward Wall 10.00 psf for Leeward Wall Side 10.00 psf for Wall 19.11 psf for Roof WIND BASE SHEAR CALCULATIONS 87.1205 X-Direction Surface Area= 5 sq ft for peaked wall Y-Direction Survace Area= 95.29 sq ft for side wall Therefore, X-Direction Wind Shear,V.= 2387 lbs Y-Direction Wind Shear,VWy= 1657 lbs LATERAL FORCE RESISTING SYSTEM LOAD 1/2 TO BASEWALL vx= 2387 = 1193 1193 1/2 TO HOUSE& 1/2 TO FRONT WALL= 597 597 DIVIDED BY LENGTH OF FRONT WALL= 46 PLF vy= 1657 1/2 TO FOUNDATION = 829 829 1/2 TO EACH SIDE WALL 414 414 DIVIDED BY LENGTH OF GABLE WALL= 39 PLF Office: 631-560-0259 Fax: 631-938-0784 www.asengineedn-gservices.com A.S. Engineering Services,P.C. 3 Long Island New York 112 Wilson Drive 630 Fifth Avenue, Suite 2000 ASESPort Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 7 of 26 COMPONENTS AND CONNECTIONS COMPONENTS TO BE SIZED INCLUDE: GLAZING BARS BEARING WALL COLUMNS EAVE CONNECTIONS TO BE SIZED INCLUDE: SILL TO WOOD GLAZING BAR CLIP TO EXISTING LAG WITHDRAWAL CAPACITY SUNROOM CONNECTION SUMMARY ROOF RIDGE TO EXISTING ROOF PANEL TO EAVE EAVE TO COLUMN COLUMN TO SILL SILL TO FOUNDATION Office 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com ;r A.S. Engineering Services,P:C. e v s 1 3 Lona Island New York ASE S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 8 of 26 GLAZING BAR REQUIRED BEAM SECTIONAL PROPERTIES-GRAVITY LOADS (FOR WALL DESIGNS) LENGTH: 10.670 ft 128 04 in <<(Eave Height) <<(Average <<(Average O.C.: 3.0100 ft 36 00 in distance Distance DEFL. LIMIT L/ '100 = 1.280 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD: - 5 psf (Zero) LIVE LOAD- 25 psf <<(Wind Pressure) TOT.w= 90 plf END REACTIONS= 480.15 lbs ft- Moment= 1281 Ib 15369.6 in-Ib STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES Ob. 24000 psi ob: 19000 psi ab: 1600 psi E. 29000000 psi E: 10100000 psi E: 1600000 psi ov: 110 psi Sx>= 0.640 in3 SX>= 0.81 in3 Sx>= 9.6 in3 Ix>= 0.707 in* IX>= 2.030 in4 Ix>= 12.8 in4 Ax>= 6.5 int C= 2.509035 RECTANGULAR DIMENSIONS 1.25 WIDTH: 7.5 in 1.89 DEPTH= 2.77 in minimum Office- 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com �a A.S. Engineering Services, P.C. a Lonq Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 9 of 26 REQUIRED BEAM SECTIONAL PROPERTIES-WIND LOADS (FOR WALL DESIGNS) LENGTH: 10.670 ft 128.04 in << (Eave Height) <<(Average << (Average O.0 : 3.000 ft 36 00 in distance Distance DEFL. LIMIT L I 120 = 1.067 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD. 0 psf (Zero) LIVE LOAD: f. 16.11 psf <<(Wind Pressure) TOT.w= 48.33894 plf END REACTIONS= 257.8883 lbs ft- Moment= 688 Ib 8255.003 in-Ib STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES ab: 24000 psi ob: 19000 psi ab: 1600 psi E: 29000000 psi E: 10100000 psi E. 1600000 psi CFV. 110 psi Sx>= 0.344 in3 SX>= 0.43 in3 Sx>= 5.2 in3 IX>= 0.456 in4 IX>= 1.308 in4 IX>= 8.3 in4 Ax>= 3.5 int C= 3.010842 RECTANGULAR DIMENSIONS 1.25 WIDTH: 75 in 1.64 DEPTH= 2.36 in minimum GLAZING BAR DESIGN CONTROLLED BY GRAVITY LOADS AND 5LB3 ADEQUATE Office: 631-560-0259 Fax: 631-938-0784 www.asengineedngservices.com BOJ P �ti NEf 7y o44 1 t <. A.S. Engineering Services,PC. Q 3 Long Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 10 of 26 BEARING WALL COLUMNS REQUIRED BEAM SECTIONAL PROPERTIES-BEARING WALL COLUMN (FOR WALL DESIGNS) LENGTH: 5.330 ft 63.96 in <<(Eave Height) <<(Average <<(Average O.C.: 6_.000 ft 72.00 in distance Distance DEFL. LIMIT L/ 120 = 0.533 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD- 0 psf (Zero) LIVE LOAD- 17.39 psf <<(Wind Pressure) TOT.w= 104.3629 plf END REACTIONS= 278.1272 lbs Moment= 371 ft-Ib 4447.254 in-Ib STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES at: 24000 psi ab: 19000 psi Ob: 1600 psi E: 29000000 psi E: 10100000 psi E: 1600000 psi 6,.: 110 psi Sx>= 0.185 in3 Sx>= 0.23 in3 Sx>= 2.8 in3 IX>= 0.123 in4 Ix>= 0.352 in4 IX>= 2.2 in4 Ax>= 3.8 int C= 1.50401 RECTANGULAR DIMENSIONS 1.25 WIDTH. 7.5 in 1.06 DEPTH= 1.53 in minimum Office: 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com E �Pt l(iN hEF I, . A.S. Engineering Services,P:C a o- Long Island New York ASE S 112 Wilson Drive 630 Fifth Avenue, Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 11 of 26 Combined Ratio Check: Member Force/stresses Member Properties Axial Force= 960.3 lbs Unsupported Length, Lx= 5.330 ft Max Bending Moment, Mz= 371 lbs-ft Unsupported Length, Ly= 1 ft Max Bending Moment My= 0 lbs-ft Cross Section Area= 1.25 sq in Section Modulus,Sx Allowable Axial Stress Fa= 4200 psi = 0.79 cu in Section Modulus,Sy Allowable Bending Stress, Fbx= 19000 psi = 0.33 cu in Allowale Bending Stress,Fby 19000 psi Radius of Gyration, rx= 1 in Young's Modulus E= 10100000 I psi Radius of Gyration, ry= 0.695 in K= 1.00 Cmx Cmy= 0.85 fa= 960.3 / 1.25 = 768.24 psi fbx= 4447.254 / 0.79 = 5629.44 psi fby= 0 / 0.33 = 0.00 psi Fex=(n)^2*E/(nu*(KLx/rx)^2) 12495.96 psi Fey=(1t)^2*E/(nu*(KLy/ry)^2) 171472.16 psi Is fa/Fa<0.15? NO fa/Fa= 768.24 / 4200 = 0.183 > 0.15 Equations to be checked : 1.fa/Fa+fbx/Fbx+fby/Fby<= 1 0.183 + 0.296286 + 0.000 0.479 <= 1 (GOOD) 2 fa/Fa+Cmx fbx/(Fbx*(1-fa/Fex))+Cmy fby/(Fby*(1-fa/Fey)) <=1 0183 + 0.268341 + 0 0.451 <= 1 (GOOD) LITE H MIN OKAY Office: 631-560-0259 Fax: 631-938-0784 www.asengineedn-gservices.com u�P",)N MEETS nq W � A.S. Engineering Services,P.C. 4 9 f a Lonq Island New York ASES112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date I Chk'd by Date Sheet no./rev. AS 5/29/2018 12 of 26 GABLE WALL COLUMN REQUIRED BEAM SECTIONAL PROPERTIES-GABLE WALL COLUMN (FOR WALL DESIGNS) LENGTH: 6.000 ft 72.00 in <<(Eave Height) <<(Average O.C.: 5.000 ft 60.00 in << (Average distance Distance DEFL. LIMIT L/ 120 = 0.600 in to each support) Between For ridge-WIDTH/2 Two Windows) DEAD LOAD: - 0 psf (Zero) LIVE LOAD: 17.39 psf <<(Wind Pressure) TOT.w= 86.96912 plf END REACTIONS= 260.9074 lbs ft- Moment= 391 Ib 4696.332 in-Ib STEEL ALUMINUM WOOD REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES ab: 24000 psi ab. 19000 psi ab: 1600 psi E: 29000000 psi E: 10100000 psi E: 160.0000 psi av: 110 psi Sx>= 0.196 in3 Sx>= 0.25 in3 Sx>= 2.9 in3 IX>= 0.146 in4 IX>= 0.418 in4 IX>= 2.6 in4 &>= 3.6 int C= 1.693069 RECTANGULAR DIMENSIONS 1.25 WIDTH. 75 in 1.12 DEPTH= 1.62 in minimum Office: 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com N� A.S. Engineering Services, PC. 4 Long Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 13 of 26 EAVE POINT LOAD ON CENTER- EAVE _ P= 480.15 LBS L= 5 FT E= 10100000 PSI 19000 10100000 DEFLECTION= L/ 180 0.333333333 inches 1.50E+06 I (REQUIRED)= 0.641784653 in^4 Sx,aluminum(required)= 0.667183881 in^3 ADJUSTABLE EAVE 1 = 2.03 S = 1.4 Fb= 19000 Office: 631-560-0259 Fax: 631-938-0784 www.asengineeri ngservices.com SON M(EES A.S. Engineering Services,P.C. Q 9 V 3 Lona Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 1 1 1 14 of 26 SECTION PROPERTIES BEAM Ixx Sxx Ax TOP BOTTOM COLUMNS LITE'H' 1.09 0.68 0.77 1.14 LITE'H'-4RSB 7.22 2.76 2.45 2.35 UTILITY'H' 1.65 0.93 1.32 1.58 UTILITY'H'-7BP 5.49 2.4 3.05 3.2 UTILITY'H'-7TB 32.63 7.8 9.2 4.16 CORNER COLUMN 3.1 1.38 1.58 1.87 45 DEGREES COLUMN 1.18 1.25 45 DEGREE WITH 2-3/16"PL 1.89 2.13 45 DEGREE WITH 2-1/4"PL 1.93 2.33 30 DEGREE COLUMN 1.09 1.19 SYS 8 CASE COLUMN 11.27 7.63 SYSTEM 8SC-8SC 0.7 0.705 BEAMS 4GMA 0.622 0.516 0.504 0.834 4GMA-4RSB 4.93 1.78 2.2 2.04 4GBA 0.78 0.6 0.67 1.08 4GBA-4RSB 5.44 2.1 2.23 2.28 4HBA 1.05 0.79 0.93 1.66 4HBA-4RSB 6.41 2.68 1.77 2.86 4HCX 6.27 2.717 3.05 2.648 4HCX-4RSB 17.03 5.09 4.82 3.85 5LB3 2.29 1.28 1.2 1.35 5LB3-4RSB 10.16 3.04 3.48 2.56 5HB3 4.41 2.29 2.5 2.18 5HB3-4RSB 13.1 4.29 4.091 3.39 5LB5 4.72 2 1.77 1.62 5LB5-4RSB 17 4.17 4.87 2.82 5CB5 8.9 3.48 3.65 2.65 5CB5-5CB1 11.74 4.52 4.88 3.94 5CB5-CHANNEL 13.47 5.2 5.63 4.49 5CB5-4RSB 22 5.85 5.791 3.86 7BP 2.88 1.64 1.64 1.61 7TB 25.4 7.12 7.12 3.31 7TB-STEEL 55 10.23 10.23 6.1 12LW 98.5 16.4 16.4 5.93 12LW-4RSB 154 21.2 21 7.14 4HCX 6.27 2.72 3.05 2.65 6NW 17.65 5.75 6 3.49 VALLEY 46.62 11.6 11.7 5.57 8NW 44.23 10.72 11.631 5.22 Office 631-560-0259 Fax: 631-938-0784 www.asen-gineerinuservices.com o J` p ry A',fF)c A.S. Engineering Set-vices,P.C. Q � ,s Long Island New York 112 Wilson Drive 630 Fifth Avenue, Suite 2000 AS E S Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 15 of 26 CONNECTION DESIGN Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com o,aa "„u ti WEE,s ,y cac> t A.S. Engineering Services, P.C. Q 9 V a Long Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 16 of 26 ALUMINUM GLAZING BAR CLIP TO WOOD CONNECTION 3/8” Lag Screw into Douglas Fir-Larch w/0 in. of Gap Space. Wood Screw Type= IN Lag Screw 3.50 in Wood Screw Length= Wood Screw in Embedment= N'015" Wood Screw Thread 2.25 in Length= D= 0.375 in Dowel Diameter Dm= 0.265 in Dowel Diameter at max.stress in main member D,= 0.265 in Dowel Diameter at max.stress in side member Fb= 70,000 psi Dowel bending strength Wood Screw Withdrawal Calculations Substrate: Mixed Maple-Southern Pine Tabulated withdrawal design value: W= 351 lbs Penetration Factor: CP= 2.25 in (based on 1/2 screw length+.5) Duration Factor: Co Withdrawal Allowable(W')= 1263.0 lbs Office: 631-560-0259 Fax: 631-938-0784 www.asengi need ngseryices.com F �a F�C' A.S. En rr�eerrngServices, P.C. Q , z 3 Lonq Island New York ASES 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date I Chk'd by Date Sheet no./rev AS 5/29/2018 17 of 26 Wood Screw Lateral Calculations Substrate(Main Douglas Fir-Larch Member): Frame(Side Aluminum 6005-T5 Member): Cantilever Distance: 0111'�'s° in Frame hollow space+shim g: 0 in Gap between members(if applicable cantilever/2) in Main member dowel bearing length - ;3 in Side member dowel bearing length F_= 3,646 psi Main member dowel bearing strength 13 38,000 psi Side member dowel bearing strength qm= 1,367 lbs/in Main member dowel bearing resistance=F..D q,= 14,250 lbs/in Side member dowel bearing resistance=F0 Mm= 217.11 in-lbs Main member dowel moment resistance=Fb(Dm3/6) M,= 217.11 in-lbs Side member dowel moment resistance=Fb(W/6) Maximum angle of load to grain(0*15 0!5 90°)for any member in a 6= 90 degrees connection Ke= 1.258 Ko= 3.000 Single Shear I Double Shear Office. 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com aO�pl dON MFE)5`A< 1 1 � c A.S. Engineering Services, P.C. C 9 3� Lona Island New York ASE S` 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 1 18 of 26 Mode ,Main Member Im Z,= 4101.79 lbs 4101.79 lbs Bearing ,Reduction 5.03 Term Mode Im Z1= 815.14 Ibs 815.14 Ibs Mode ,Side Member Is Z,= 5343.75 lbs 10687.50 lbs Bearing ,Reduction 5.03 Term Mode 1. Z,= 1061.95 Ibs 2123.91 Ibs ,Side and Main Mode Member Bearing 11 Zu= 1754.39 lbs A= 0.0002 B= 1.688 C= 3577.32 Reduction 3.52 Term Mode II 741= 498.07 Ibs Mode Main Member Mode Z111= 1750.45 Ibs Bearing and Dowel Yielding in the Side Member A= 0.0002 Office: 631-560-0259 Fax: 631-938-0784 www.asen-gineeringservices.com p�,Uh M(fto A.S. Engineering Services, PC. t lC Q 9 t Lonq Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 19 of 26 B= 1.500 C= 3293.45 Reduction 3.52 Term Mode Ill. Ze1= 496.95 lbs Side Member Bearing Mode and Dowel Yielding in Ills Zui= 1145.91 lbs 2291.81 lbs the Main Member A= 0.0004 B= 0.188 C= -718.09 Reduction 3.52 Term Mode Ill, Zoi= 325.32 lbs 650.64 lbs ,Dowel Yielding in the Mode Side and Main IV Ziv= 1040.89 lbs 2081.77 lbs Member A= 0.0004 B= 0.000 C= -434.22 Reduction 3.77 Term Office: 631-560-0259 Fax: 631-938-0784 www.asengineeringservices.com „P ,pN Mtf)�A • 1 A.S. Engineering Services,PC. 4 C C 9 I 3 Lona Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 20 of 26 Mode IV Zro= 275.80 lbs 551.61 lbs Cd= Load Duration Cp= 1.000 Penetration Factor Single Lateral Allowable(Z'.)= 317.2 lbs Double Lateral Allowable(Z'd)= 634.4 lbs 2 BOLTS FOR 3”BAR,THEREFORE TOTAL CAPACITY CONNECTION=634 LBS/BAR>ACTUAL REACTION Office: 631-560-0259 Fax: 631-938-0784 www.asengineedn_qservices.com � Y oJny,Qa n-t t rs uF ' e A.S. Engineering Services,PC. 4 a Long Island New York ASES 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by DateChk'd by Date Sheet no./rev. AS 5/29/2018 21 of 26 WOOD LEDGER TO EXISTING WOOD FRAMING CONNECTION 3/8" Lag Screw into Douglas Fir-Larch w/0 in. of Gap Space. _ ¢ Lag Screw Wood Screw Type= Wood Screw Length 6.00 in Wood Screw `' t'� in Embedment= `V,... Wood Screw Thread 3.50 in Length= D= 0.375 in Dowel Diameter Dm= 0.265 in Dowel Diameter at max.stress in main member D,= 0.265 in Dowel Diameter at max.stress in side member Fb= 70,000 psi Dowel bending strength Wood Screw Withdrawal Calculations Substrate: Mixed Maple-Southern Pine Tabulated withdrawal design value: W= 351 lbs Penetration Factor: CP= 3.50 in (based on 1/2 screw length+.5) Duration Factor: CD= 160 Withdrawal Allowable(W')= 1965.0 lbs Wood Screw Lateral Calculations Office- 631-560-0259 Fax: 631-938-0784 www.asengineerin-gservices.com (ION MEE is Cq+C A.S. Engineering Services,P.C. Q 9 V a Lonq Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 22 of 26 Substrate(Main Douglas Fir-Larch Member): Frame(Side Douglas Fir-Larch Member): Cantilever Distance: ffil in Frame hollow space+shim g: 0 in Gap between members(if applicable cantilever/2) F = in Main member dowel bearing length in Side member dowel bearing length Fem= 3,646 psi ,Main member dowel bearing strength 13 3,646 psi Side member dowel bearing strength qm= 1,367 lbs/in ,Main member dowel bearing resistance=FemD q,= 1,367 lbs/in Side member dowel bearing resistance=Fe D M.= 217.11 in-lbs Main member dowel moment resistance=Fb(Dm3/6) Ms= 217.11 in-lbs Side member dowel moment resistance=Fb(W/6) Maximum angle of load to grain(0°5 6 5 90°)for any member in a 6= 90 degrees connection Ke= 1.258 KD= 3.000 Single Shear Double Shear Mode Main Member Im Zi= 4101.79 lbs 4101.79 lbs Bearing ,Reduction 5.03 Term Office: 631-560-0259 Fax: 631-938-0784 www.asen-gineedn-gservices.com • • O,Pt pN MEETS vF . A.S. Engineering Services,PC. e . s Long Island New York ASES 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 23 of 26 Mode Im Zr 815.14 Ibs 815.14 Ibs Mode ,Side Member I, Zi= 4101.79 Ibs 8203.58 Ibs Bearing ,Reduction 5.03 Term Mode Is Z= 815.14 Ibs 1630.28 Ibs ,Side and Main Mode Member Bearing II Z11= 1699.02 lbs A= 0.0004 B= 3.000 C= 6152.68 Reduction 3.52 Term Mode II Zn= 482.35 Ibs Mode Main Member Illm Zm= 1438.70 Ibs Bearing and Dowel Yielding in the Side Member A= 0.0005 B= 1.500 C= 3293.45 ,Reduction 3.52 Term Office, 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com OJpt,ON MEE)5 vq 1 r A.S. Engineering Services,P.C. a Lona Island New York 112 Wilson Drive 630 Fifth Avenue,Suite 2000 ASE S Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev. AS 5/29/2018 24 of 26 Mode HIM Inr 408.44 Ibs Side Member Mode Bearing and Dowel III, Zw= 1438.70 Ibs 2877.40 Ibs Yielding in the Main Member A= 0.0005 B= 1.500 C= 3293.45 Reduction 3.52 Term Mode III, 7411= 408.44 lbs 816.89 Ibs ,Dowel Yielding in the Mode Side and Main IV Ziv= 770.52 Ibs 1541.04 Ibs Member A= 0.0007 B= 0.000 C= -434.22 Reduction 3.77 Term Mode IV Ziv= 204.17 Ibs 408.33 Ibs Load Duration C'= 1.000 Penetration Factor Office: 631-560-0259 Fax: 631-938-0784 www.asengineednqservices.com r f C OJ,tt kph R<fEle A.S. Engineering Services, PC. Q yY V 3 Long Island New York AS E S 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 25 of 26 Single Lateral Allowable(Z',)= 234.8 lbs Double Lateral Allowable(Z'e)= 469.6 lbs 2@16"O.0MIN =354PLF Office- 631-560-0259 Fax: 631-938-0784 www.asenaineednqservices.com �p�Pt,pN MLt LS GQ. a A.S. Engineering Services,P.C. ' 9 W � a Lonq Island New York ASES 112 Wilson Drive 630 Fifth Avenue,Suite 2000 Port Jefferson, New New York, New York Project Name Project Address 1945 GLENN ROAD Simon Residence SOUTHOLD, NEW YORK 11971 Calc.by Date Chk'd by Date Sheet no./rev AS 5/29/2018 26 of 26 CONNECTION SUMMARY 230 SUN&STARS STRAIGHT EAVE MAX ALLOWABLE BACK UP ACTUAL FORCE CONNECTION FORCE(LBS) CALC GOOD(YIN) TENSION SHEAR PAGE (LBS) RAFTER TO RIDGE CLIP-3"BAR N/A 1964 21 480 RAFTER TO RIDGE CLIP-5"BAR N/A 2946 21 480 RIDGE CLIP TO EXISTING-3"BAR 1379 2397 22 480 RIDGE CLIP TO EXISTING-5"BAR 1379 3596 22 480 RAFTER TO EAVE CLIP-3"BAR N/A 1623 20 258 RAFTER TO EAVE CLIP-5"BAR N/A 2164 20 258 EAVE CLIP TO EAVE-3"BAR 832 1623 18 258 EAVE CLIP TO EAVE-5"BAR 1110 2164 18 258 EAVE TO COLUMN-LITE H 1110 N/A 15 516 EAVE TO COLUMN-UTILITY H 1110 N/A 16 516 SILL TO COLUMN-LITE H 1300 N/A 12 516 SILL TO COLUMN-UTILILTY H 1300 N/A 13 516 SILL TO FOUNDATION 1478 1786 10 516 NOTE-FORCES SHOWN AS APPLIED IN CONNECTION, IE UPLIFT FORCE ON COLUMN TO SILL CONNECTION RESULTS IN SHEAR FORCE ON SCREWS Office. 631-560-0259 Fax: 631-938-0784 www.asen-gineeringservices.com ♦+" f:7m Y4. by FOUR ShAbumb S u R 0 0 M Made in N. America for Over 30 Years 230 SUN AND SHADE: STRAIGHT EAVE DESIGN STAAD.PRO OUTPUT: ACTUAL MEMBER STRESSES, JOINT AND SECTION DISPLACEMENTS, MEMBER END FORCES, AND SUPPORT REACTIONS FOUR SEASONS SOLAR PRODUCTS 5005 Veterans Memorial Highway Holbrook,New York 11741 (631)663-4000 Fax:1631)218-9076 SOB: 230 SUN AND SHADE.STRAIGHT EAVE DESIGN 2 SHEET NO 1 DA FOUR SEASONS CALCULATED BY. Lawrence Duffy DATE. 10/1/2003 S U N R O O M S CHECKED BY: Surya Lamsal DATE: 10/18003 �_ y H•r.rs A.•cr•. � � io - STAMPED BY: DATE: SUMMARY_ SHEET MEMBER STRESSES - ---- - -- ---------- MODEL NUMBER: _--__ ---- - F.GTL':,L ALLOWABLE _ ACTUAL i+LLVVVi+BLC --- CORNER COLUMN ___ __ ELECTRIC H COLUMN WITH BEAM POST - - - --------- TENSION= 19000 psi TENSION= 9500 Psi _._ psi - psi COMPRESSION:= 9540 psi Psi COMPRESSION:= 6121 psi BENDING:= 7999 psi psi BENDING:= 15813 psi Psi SHEAR= 5145 psi Psi SHEAR= 11000 psi psi COMBINED= COMBINED= - LITE COLUMN ELECTRIC EAVE ---•- TENSION= 19000 psi psi _ TENSION= 19000 psi psi psi — COMPRESSION:= 6459 psi Psi --- — COMPRESSION:= 3961 psi -- - -" BENDING: 7675 7675 psi Psi BENDING:= 19000 psi Psi -- -� SHEAR= '10189 psi Psi SHEAR= 9652 psi psi _ -- COMBINED= COMBINED LITE_COLUMN WITH RAFTER STIFFENER -- -___------ - - - -_ -- — --- - -- - TENSION= 19000 Psi - --psi _- —- --- - -- - -- - COMPRESSION:= 2204' psi _ Psi ---,_.- __-- -- - - - BENDING: _ = 11353 psi psi -- --- - -- -- - SHEAR= 4848 psi - Ps`i - -- -- - - -- - COMBINED= -----'- -- - — - - _ELECTRIC H COLUMN — —- ---- -- TENSION= 19000 Psi -- COM_PRESSION:= _7935 Psi-- -- -Psi - - - - - - ---- - -- --- - - - - BENDING: - -.15813 Psi- --- - -- - ----SHEAR.= 10962 psi -- -- psi COMBINED -- JOB: 230 SUN AND SHADE.STRAIGHT EAVE DESIGN SHEET NO: 2 OF 2 CALCULATED BY. Lawrence Dully DATE. 10/112003 F OUR R Q S ONS M S DATE: 10/1/2003 CHECKED BY: Surya Lamsal { S V N DATE: STAMPED BY. SUMMARY SHEET CONNECTION_LOADING --- - " ----------MODEL NUMBER: - BLE ArTILIAL _ALLOWABLE Ai,TUAL _ -- ' - - DETAIL ON SILL TO FOUNDATION -_ DETAIL ON -_ROOF PANEL TO EAVE -- -- # TENSION= 1104# TENSION= 1478# - # SHEAR= 1786# # SHEAR= 70B# -_ ROOF PANEL TO RIDGE DETAIL ON SILL TO CORNER COLUMN DETAIL ON - # TENSION= 438# # TENSION= 349 # - - - - - - -- -------- - - - - ----..-. __ SHEAR= 928# # --SHEAR= 1530# # _ ---— - DETAIL ON SILL TO LITE COLUMN DETAIL ON RIDGE TO EXISTING STRUCTURE - TENSION= 401 # # TENSION= 580 # # SHEAR= 1299# # SHEAR= 441 # #-__ --- --- DETAIL ON SILL TO ELECTRIC H COLUMN DETAIL ON ROOF PANEL TO ROOF BEAM _ # TENSION= 58#_ — TENSION= 660 # - # - - # SHEAR= 155# ---- - - - - SHEAR= 1299 # - -- _-- - - -- EAVE TO CORNER COLUMN DETAIL ON TENSION= 438# --- - ---#-- --- - -- - - - - - - -- -- -- ---- --- SHEAR= .1480-# _ # — EAVE TO LITE H COLUMN DETAIL ON - -- TENSION= 417 # -- -#--- ---- - - -.- -- -- - - -- - -- SHEAR= 1110# --- # --- --- ----- --- EAVE_TO ELECTRIC H COLUMN DETAIL ON --- TENSION= 417 # # _-- — - - -- SHEAR= 1110 # ---- - -# --- - - - - - --- - - - -- - ROOF PANEL TO EAVE -_ DETAIL ON _--___ --- -- - TENSION= 548 # # _ - SHEAR= 685# # ---- - - - -" - - - SOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN SHEET NO* 1 OF' s! DATE: 10/1/2003 CALCULATED BY Lawrence Duffy FOUR SEASONS CHECKED BY. Surya Lamsal DATE: 10/112003 S U N R O O M S STAMPED BY: DATE: M.:J.P,N ntnei ll!IO'Ovet 3011,"', - STAAD SECTION PROPERTY TABLE _ - - - ------ - --- MODEL NUMBER:.------- ------ SHADE.TXT IS TEXT FILE USED TO ASSIGN THE BEAMS ITS STRUCTURAL PROPERTIES. METHOD OF ASSIGNING THE STRUCTURAL MEMBER WITH A TABLE FOUR SEASONS SUNROOMS USES THIS - SO THAT THE COMPLEX PROPERTIES OF THE SECTIONS CAN BE CORRECTLY IDENTIFIED. — — THE MEMBERS ARE BROKEN UP INTO PRISMATIC SECTIONS SO THAT STAAD IS ABLE TO CALCULATE THE ACTUAL MEMBER PROPERTIES AS OPPOSE TO-STANDARD SHAPES. _ -- --- ----THE TABLE CS O INF GURATION IS AS FOLLOWS: --- - - I.E.INCHES UNITS: _ TYPE OF SECTIONS I.E.PRISMATIC --- DATE REFERENCE FOR INTERNAL PURPOSES (LIST OF ZEROS ARE PLACE HOLDERS) ----- - — -_--- TYPES OF MEMBERS FOLLOWING BELOW LE-WALLS ---- — _ (LIST OF ZEROS ARE PLACE HOLDERS)___— --- T PROPERTY NAME I.E.7C97NFJ 90_CORNER POST -- PROPERTY VALUES —_—_---- PROPERTY VALUES ARE AS FOLLOWS: - --AX IZ IY IX AY AZ YD ZD - -- AX:CROSS SECTIONAL AREA — IZ:MOMENT OF INERTIA ABOUT THE LOCAL Z-AXIS - — - IY: MOMENT OF INERTIA ABOUT THE LOCAL Y-AXIS ----- — ----- -- IX:TORSIONAL CONSTANT — — AY-SHEAR AREA FOR SHEAR PARALLEL TO LOCAL Y-AXIS -- AZ: SHEAR AREA FOR SHEAR PARALLEL TO LOCAL Z-AXIS---- YD- __-_YD- DEPTH OF THE SECTION IN THE DIRECTION OF THE LOCAL Y-AXIS ZD- DEPTH OF THE SECTION IN THE DIRECTION OF THE LOCAL Z-AXIS BUILD the BEST � OUR o ,. cONSv S U N R 0 0 M S Made in N. America for Over 30 Years 230 SUN AND SHADE: STRAIGHT EAVE DESIGN ENGINEERING CALCULATIONS: ALLOWABLE MEMBER STRESSES AND. CONNECTION LOADS FOUR SEASONS SOLAR PRODUCTS 5005 Veterans Memorial Highway Holbrook,New York 11741 (631)563-4000 Fax:4631)218-9076 1 I SOB: 230 SUN AND SHADE:STRAIGHT EAVE DESIGN G'Jlt C tl:c RE'r SHEET NO: 1 OF: 18 FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE: 10/1/2003 '. S U M R O O M S CHECKED BY: Surys Lamm DATE: 10/1/2003 :.��• 1, �.�I.� c...l I:�..,I, STAMPED BY: DATE: F:::Allowable ECORNER COLUMN WITH WINDOW JAMBS(7C9-7NFJ1:6063-TSINPUTS Effective Length Factor, k: 1.000Stresses for Building96.000 Length,L(in):3.4.1 1.278 9500 psi _ _ _ Radius of Gyration,r(in):- __. 6= -- _.- - -- 2 EDGE Width of Section,b(in): 2.839 _SPEC 3.4.2 = Corresponding Thickness,t(in): 0.062 C3 9500 psi SPEC 3.4.7 a 8.9-0.037(kUr) = 6121 psi SHEAR Height of Section,h(in): 3.571 Corresponding Thickness,t(in): 0.062 = _ -- - _ --- Unbraced Length,4(in): 96.000 SPEC 3.4.9 - — - -- a= 10-0.071(btt) = 6749 psi Radius of Gyration, ry(in): 1.278 Moment of Inertia,Strong Axis(in4): 3.072 SPEC 3.4.14 -_ --'- C;= 9500 = 9500 psi Moment of Inertia,Weak Axis(in4): 3.066 f Centroid to Outer Fiber Comp. Side,Y(in): 1.958 SPE_ CT4 16 Torsional Constant,J(in4): 3.672 is= 11.8-0.083(b/t)_ _ _-- 7999_ Psi _ - ---- _ ._ ---- -- SPEC 3.4.18 -- - -- 6= 12500 _ = 12500 psi - --- - — - MEMBER CONSTANTS SPEC 3.4.2 -- -- - - - --� - - 5145 psi- - KUr= 75.10 6= 6.7-.027(htt) _ - - - ---- - - - - - 2 EDGE b/t=L 45.79 - SHEAR h/t= 57.60- --- - — --: Lb/r,%- 75.10 Lbl�/(0.5'Y'(ly`J)"0.5)= 89.51 MAXIMUM ALLOWABLE STRESSES- _— _ _TENSION= 9500 psi COMPRESSION: = 6121 psi _ 0!: -- BENDING:= 7999 _ Psi —-- SHEAR= 5145 -- - - - '— 0.076 II 01 1 W4 - +- I.S$C - .� 3.:74 - -- JOB: 230 SUN AND SHADE.STRAIGHT EAVE DESIGN SHEET NO- 2 OF' 18 FOUR SEASONS_ CALCULATED BY. Lawrence Duffy DATE. 10/1/2003 S U N R O O M S 7EPECKED BY: Surya Lamsal DATE: 1011=3 No•1, . F. .. IV'u.c•3:...,:.. STAMPED BY: DATE: LITTOOLUMNS WITH WINDOW JAMBS(7911-7NFJ) - -Y:6005-75 - INPUTS F - -- -- ---- -- -- - --- Effective Length Factor, k� 1 000 __ - Allo%.-3b!e Ctreceee for R��il(ljnr] __-- to -' -- _SPEC 3.4.-1 _-- - - - __ -- _-._ Length, L(in): 82.380 a= __1900_0_ psi - -- Radius of Gyration,r(in): 0.726 --- SPEC 3.4.2 2 EDGE Width of Section, b(in): 1.134 _ ______-- -- -- - --- -- a= 19000 psi - Corresponding Thickness,t(in): 0.050 SPEC 3.4.7 SHEAR Height of Section, h (in): 3.004 6= 51000/(k'Ur)^2 = 3961 psi Corresponding Thickness,t(in): 0.050 SPEC 3.4.9 Unbraced Length, 4 (in): 82.380 _ _ -.- - a= 23.1-0.25(b/t) = 17430 psi — Radius of Gyration,ry(in): 0.726 SPEC 3.4.16 Moment of Inertia, Strong Axis(in4): 1.089 Cr= 27.3-0.29(b/t) = 20723 psi - Moment of Inertia,Weak Axis(in4): 0.601 SPEC 3.4.18 Centroid to Outer Fiber Comp.Side,Y (in): 1.596 6= 28000 = 28000 psi - _ Torsional Constant,J (in4): 1.089 -S;PEC 3.4.20 _ _------ -- - - - - - a= 15.6 .099(h/t) = 9662 psi MEMBER CONSTANTS - - KUr= 113.47 -- - - - ------ - - 2 EDGE b/t=�- 22.68- -- SHEAR h/t= — 60.08 - - -- - - Lb/ry= 113.47 _ . _ ------ Lbl)(0.5*'?(ly'J)^0.5)= 56.95 MAXIMUM ALLOWABLE STRESSES _TENSION = _ 19000 psi _ 0.050 --1r-. - COMPRESSIO_N: = 3961 psi - _-_-_ �! - - - - - - 0.062 BENDING:= 19000 psi _ Ln SHEAR= 9652 psi v r o 0. -- _ I_ c. I' I r' w 17 0 ----- -- — - 0 944 - - - - - -- -— t 525 N lD 0 O c.0 Ln r In 0.078 Ln m I .984 1 .590 3.574 -- REGIONS .574 --REGIONS ------------- Areal 1.C762 Perimeter, 54.,6695 Bounding 100x' XI -1.9836 - 2.2152 Y.. -1..9884 2.2111 Centroid: X.. 0.0000 YI 0,0000 Moments of inertia'. XI 3.0723 Y: 3.0661 Product of inertial XYI -0.6028 83 Radii of gyration) XI 1.2797 iections7about centroid) Principal moments and X Y I: 2,4664 along [0.7053 0.70531 ] J: 3,6720 along [0,7089 N0. REV!ITITLE FOUR SEASONS SOLAR PRODUCTS CORP. TE PER 6063-T5, 6005-TS 5005 VETERANS MEMORIAL HIGHWAY TYPICAL 0.078. 0062 WALL 1 HOLBROOK, NEW YORK 11741 FINISH2DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE N0.SECTION PROPERTIES 85s2, a582c 3 PART NO 7C9, 7NFJ 4 90 DEGREE CORNER SCALE " DRAWN BY UD DWG. 5 =DONOT SCALE DRAWINGS 1 1 s TOLERANCES + — APPROVED DATE 08-08-03 7C9-7NFJ SOB: 230 SUN AND SHADE STRAIGHT EAVE DESIGN L U i l.0 SHEET NO: 3 OF. 1 B FOUR SEASONS. CALCULATED BY: Lawrence Duffy DATE: 10/1/2003 S U N R O O M S CHECKED BY: Surya Lamsal DATE. 10/1/2003 i...3 �+ndr a o•t7.ri?'ra n STAMPED BY: DATE: LITE H COLUMS WITH WINDOW JAMBS AND RAFTER STIFFENER 17111 7NFJ 4RM___—___--___—_-- ALLOY:6005-T5 --_ ----------— INP_UTS _ - -- - - - Effective Length Factor,k: 1.000 plinw2 ,lo gtroccnc fnr Building 108.000 Length, L(in): _ SPEC 3.4.1 0.710 a 19000 --- -- - __- Radius of Gyration,r(in): = _-- - - Psi -- 1 EDGE Width of Section, b(in): 2.563 0.159 a= 19000 psi _Corresponding Thickness,t(in): 2 EDGE Width of Section, b(in): 1.188 SPEC 3.4.7 - 0.050 a= 51000/(k'Ur)"2 = 2204 psi _ Corresponding Thickness,t(in): SPEC 3.4.8 SHEAR Height of Section, h(in): 5.561 _- -- --- 154/(b/t) = 9554 psi Corresponding Thickness,t(in): 0.062 a= - Unbraced Length, Lb(in): 96.000 SPEC 3.4.9 - = 17160 psi Radius of Gyration, ry(in): 0.710 G= 23.1-0.25(b/t) Moment of Inertia, Strong Axis(in4): 7.214 - SPEC3.4.15 _ a= 183/(bft) = 11353 psi _- Moment of Inertia,Weak Axis(in4): _ 1.182 _ - -Centroid to Outer Fiber Comp.Side,Y(in): 2.945 SPEC 3.4.16 a= 27.3-0.29(b7t) = 20410 psi Torsional Constant,J(in4): - 7.215 SPEC 3.4.17 ---=- - -- ---- --- -- _. - - 17772 psi MEMBER CONSTANTS -- -- a---- - 40.5-1.41(b/t)----- --- - ---- -- KUr= 152.11 SPEC 34.18. - -- --- - - --- 16.12 -- 28000 28000 PSI---- 1 EDGE b/t= a2_EDGEb/t= 23_76 SPEC 3`4.20 -_-- ------ --- - -- - 4848 psi SHEAR _ h!t= 89.69 a= 39000/(hR)^2 = ----- Lary 135.21 - - - -- --— Lbl.l(0.5*i'(Iy*J)"0.5)=-- 10_68 — MAXIMUM ALLOWABLE STRESSES --- 19000 psi TENSION= --- i COMPRESSION:__ 2204 psi BENDING:= 11353 psi SHEAR= 4848 psi 0.050 0.062 m 0 0 m 0.88 I 0.944 1 .825 REGI❑NS ------- ---------- Area- 1.1393 Peril,,.-.-,ter; 40,4717 Bounding box: X: -1.5203' -- 1.5548 Y: -1.4198 -- 1.6002 --Centroid. X: 01000*0 Y: 0.0000 Moments of- inertia:' X: 1.0886 - Y: 0.6005 Product of inertia: XY: -0,0021 Radii of gyration: X: 0.9775 Y: 0.7260 Principal moments and X-Y directions about centroid: I: 0,6005 along [0,0044 -1,00001 J: 1,0886 along [1,0000 0.00441 ALLOY 6105-T5, 6005-T5 NO. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. TEMPER 5005 VETERANS MEMORIAL HIGHWAY TYPICAL 0.050. 0 062 1 HOLBROOK, NEW YORK 11741 W.4I LFINISH 2 112U0 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS 3 TITLE SECTION PROPERTIES DIE NO. 53288, 4582 4 LITE H COLUMNS PART N0. 7.111.7NFJ 5 DO NOT SCALEL DRAWINGS SCALE DRAWN BY UD DWG 6 TOLERANCES L N - N APPROVED ... DATE 08-08-03 7111 U-7NFJ SOB: 230 SUN AND SHADE.STRAIGHT EAVE DESIGN GU�'_D :!•: resr SHEET NO: 4 OF: 18 FOUR SEASONS CALCULATED BY- Lawrence Duffy DATE. 10112003 J S U N R O O M S CHECKED BY: Surys Lamsal DATE: 10112003 h FT,tl6•Wr v a �'l�Ar STAMPED BY: DATE: M..Ji fl ELECTRIC H COLUMN WITH WINDOW JAMBS(7145 7NF_)- -__ --- ---- ---- ALLOY:6005-T5,6005-T5 _--- - -- --- ------ - - INPUTS nwanln StracaPS for Btfiid'In - Effective Length Factor,k: e�i1:000 --�---- - _------ Length, L(in)_ 83.000_ SPEC 3.4.1 _--.---- - - - 1.035 19000 psi Radius of Gyration, r(in): - 1 EDGE Width of Section,b (in)_ - 0.612 .---. SPEC 3.4.2 -- - ----- ----- ---- --- 19000 psi Corresponding Thickness,t(in): _-0.053 G 2 EDGE Width of Section, b (in): -2.366 SPEC 3.4.7 a= 510001(k'Ur)^2 = 7935 psi Corresponding Thickness,t(in): 0.066 SHEAR Height of Section, h (in)_-_ 3.045 - _ SPEC 3.4.8 a= 154/(b/t) = 13307 psi _ Corresponding Thickness,t(in): 0.065 - — - Unbraced Length, Lb(in): 83.000 SPEC 3.4.9 _ a= 490/(b/t) = 13669 psi Radius of Gyration, ry(in): 1.640 - Moment of Inertia,Strong Axis(in4): 4.381 SPEC 3.4.14 - a= 21000 = 21000 psi Moment of Inertia,Weak Axis(in4): 1.747 --- Centroid to x-axis,Y,comp. side(in): 1.796 _ SPEC 3.4.15 -_ -- 4.381 a= 183/(b/t) = 15813 psi Torsional Constant,J (in4): _- SPEC 3.4.16 __ _ _ _ .__._-. ---- - -- - ----- -- -- 16180 psi MEMBER CONSTANTS _ - - Cl= 580/(b/t) _ _ ----- - - ---------- - --- --- - KUr= 80.17 SPEC 3.4.17 a_ - 40.5-1.41(b/t) = 24182 psi 1 EDGE b/t= 11.57 - 2 EDGE -b/t=__ 35.85 - __ SPEC 3-4.18 46.85 _ 28000 psi _- - -- a 28000 _ _ -----i SHEAR h/1=Lb/ry- 50.62 SPEC 3.4.20 _ ---- - --- a= 15.6-.099(h/t) --- 10962 psi - Lbl�(0.5'Y'(ly'J)^0.5)= - 36.85-- 0.00- I� MAXIMUM ALLOWABLE STRESSES -_ _ 1' 0.0" TENSION = 19000 -psi- _ COMPRESSION:= 7935 psi ---_- i BENDING:= 15813 psi - _ - - - - SHEAR 10962 psi = -- - 2 -_--_- --- - - 1 .710 �o N 0.1 O5 U) 0.050 Ln O.OG2 Ln m N 0.904 0,921 - I .825 REGIONS ------------- Area: -------- 2.347 sq in Perimeter: -1. 9 in X: -1.55 29 -- 1.546 in Bounding box: Y: -2.957 -- 2.616 in - Centroid: X: 0.000 in Y: 0.000 in Moments of inertia: X: 7In 121;• ;8g2in q sq i sq in Product of inertia: Xy: 0.028 sq in sq in Radii of gyration: X: 1.753 in Y: 0.710 in Principal moments (sq in sq in) and X-Y directions about centroid: I: 1.182 along [0.005 1.000] J: 7.215 along [-1.000 0.005] ALLOY 615 NO. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. TEMTYPICAL O 5005 VETERANS MEMORIAL HIGHWAY WALL 0.050, 0.062 1 HOLBROOK, NEW YORK 11741 FINISH .. 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE N0. TITLE SECTION PROPERTIES 53288, 4582. 7249 3 4 LITE H COLUMNS WITH RAFTER STIFFENER PART N0.7•1 1 1 7NfJ,4RS8DWG. DO NOT SCALE DRAWINGS SCALE 3/4"=1" DRAWN BY UD 5 APPROVED - DATE 08-08-03 71110-7NFJ-4RSB 6 TOLERANCES + N N ' JOB: 230 SUN AND SHADE.STRAIGHT EAVE DESIGN isliiln ,h¢ SHEET NO: 5 OF: 18 FOUR SEASONS CALCULATED BY, Lawrence Duffy DATE. 1011!2003 SUNROOMS CHECKED BY: Surya Lamsal DATE: 1011!2003 STAMPED BY: DATE: Y.A.1C m w I..-.•....f fr• K.i FELECTRIC H COLUMN WITH 7BP POST AND WINDOW JAMBS(7145 7BP 7NFJJ) -OY:6005-T5,6005-T5 - - -- INPUTS-- ------ - Effective Length Factor,k: 1.000 Strealmoe fnr Rllildina - 96.000' SPEC 3.4.1 _ ----- — 1.313 ---- - Radius of Gyration,r(in): _ _ a= 19000 0.612 -—- ---- 1 EDGE Width of Section, Min): --_ SPEC_ _3_.4.2 _ _.__ __ --- 0.053 19000 psi _ Corresponding Thickness,t(in): a= 3.170 -- 2 EDGE Width of Section, b(in): SPEC 3.4.70130 a= 51000/(k•Ur)^2 = 9540 psi Corresponding Thickness,t(in): _ SHEAR Height of Section,h(in): 4.090 _ SPEC 3.4.8 __-- -- - 0.130 a= 154/(b/t) - = 13307 psi - Corresponding Thickness,t(in): - - Unbraced Length,Lb(in): 96.000 SPEC 3.4.9 17004 psi = i Radius of Gyration, ry(in): 1.343 CF 23.1-0.25(b/t) Moment of Inertia,Strong Axis(in4): 5.848 SPEC 3.4.14 — Moment of Inertia,Weak Axis(in4): 5.593 a= 21000 = 21000 psi - - -- Centroid to x-axis, Y,comp.side(m):__- 2.298 — SPEC 3.4.15 —_—_--_------ - - 5.848 a t 183/(b/t) = 15813 psi Torsional Constant,J(in4): —_ - 20228 psi MEMBER CONSTANTS a = 27.3-0.29(b/t)• - - -_ KUr= 73.12 _ SPEC 3.4.17 _ _ ----- - - 11.57 ---- - 24182 psi 1 EDGE b/t= a= 40.5-1.41(bft) - 2 EDGE _bh=-_ 24.38_-- SPEC 3.4.18 ---- - ---- - --- - - - --- 31 46 28000 = 28000 psi SHEAR h/t= _ a= _—- Lb/ry- 71.48 -- --— SPE20 —--- -- — ---- — ---- a= 11000-__-:----_ 11000 psi __—,-�Ix/(0.5'1('(ly'J)^0.5)= 79.91 - -- ------ ---- 0 130 _ i 1 J N MAXIMUM ALLOWABLE STRESSES - - - — �, - f l 1 ; - - TENSION= -- 19000 psi - ooa l 1�-0.066 i o COMPRESSION:= 9540 psi - - —`-- BENDING:= 15813 Psi SHEAR= 11000 psi 2 Q58 .. — A 11A t , 0.062 0.000 r U) IT O ai qlr r� N 2.056 2.058 4. 1 14 RL51ONS ---------------- Area: 1;6297 - Perimeter'_ 50.9679 - X, -2,6815 - 2,6828 Bounding box' Y, -12666 -- 1,7956 Centroid' X' 0.0000 Y' 0,0000 _ Moments of inertia' Xv .7 468 14 3809 Product of inertia' Xy. 0.0017 Radii of gyration' X' 1.0353 Y' 1.6396 Principal moments and X-Y directions about0000 0.0007JI� I' 1,7468 along C1 J' 4,3809 along C-0.0007 1.00001 ALLOY 6063-T6, 6005-T5 N0. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP• TEMPER YPI O 5005 VETERANS MEMORIAL HIGHWAY WADI 0.066, 0.062 1 HOLBROOK, NEW YORK 11741 FINISH .. 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE NO. 5339C, 4582 3 TITLE SECTION PROPERTIES PART NO. 7+145, 7NFJ 4 ELECTRIC H COLUMN SCALE "_ " DRAWN BY LJD DWG. 5 DO NOT SCALE DRAWINGS > > 6 TOLERANCES + ^' - ^� APPROVED - DATE 08-OB-03 7145-7NFJ • JOB: 230 SUN AND SHADE.STRAIGHT SAVE DESIGN SHEET n10: 6 OF: 18 LUI�C '1`'' L`'T CALCULATED BY: Lawrence Duffy DATE. 101112003 CHECKED Sury FOUR SEASONS s Lamsal DATE: 1011/2003 O M S BY' r. S U N R STAMPED BY: DATE: ELECTRIC EAVE(7144 7133) _- ALLOY:6005-T5 —'--- INPUTS —_----- Effective Length Factor,k: 1.000 - -- av:3CteLength,L(in): �le rSaag fpr Rididinn R!! - ------__---_ - - — 48.000 - = ---- SPEC 3.4.1 ---- 1.077 _-- --- - Radius of Gyration, r(in): a= 19000 - - ---- 1 EDGE Width of Section,b(in): 1.669 SPEC_3.4.2 - --- - - -------_ _ - - 0.070 CY 19000 psi Corresponding Thickness,t(in): 2 EDGE Width of Section,b(in): 1.58 SPEC EC 3.4.7 - 0.050 6= 20.2-0.126(kUr) = 14585 psi Corresponding Thickness,t(in): SHEAR Height of Section,h (in): 2.733 SPEC 3.4.8 --- 0.050 - ----- 1541(bR) - 6459 psi Corresponding Thickness,t(in): _--_ 6-, - Unbraced Length,Lb(in): 48.000 SPE 4.9 -- 6 23.1-0.25(blt) 15200 psi= _ Radius of Gyration,ry(in): 1.157 --- Moment of Inertia, Strong Axis(in4): 1.634 SPEC ;;.4.14 _ --- = 21000 psi Moment of Inertia,Weak Axis(in4): 1.417- 0 21000 - --- 1.505 ---- - Centroid to Outer Fiber Comp.Side,Y(in): _ SPEC ;.4.15 ____ _ _ -_ - 1.749 _ a z 183/(b/t) _= 7675 psi -_ Torsional Constant,J (in4): MEMBER CONSTANTS ai 27.3-0.29(b/t)--. = 18136 psi-__-- __ __------- _ _ - --- - KUr= -- -44.56--'- _ SPEC L4.18 --. -- -------- --- - - 1 EDGE b/t= 23.84 a { 28000 -=_ 28000 psi __- _. - -_ 2 EDGE b/t=_ 31.60 - SPEC'3.4.2_0 - ---- SHEAR hlt= 54.66 _- a = 15.6-.099(h/t) -_ 10189 psi L.b/ry- 41.50 —- - - -- — --—Lbi„/(0.5'Y'(ly'J)"0.5)= 53.49 -- --- A.M3--- ----� 2.3A3 2 NO-� MAXIMUM ALLOWABLE STRESSES`-_ TENSION= 19000 psi --- 0.oco - - COMPRESSION:= 6459 _ psi _ -- - BENDING:= 7675 PSI 005 SHEAR= 10189 psi ---- --- - - '- - 3 151 - - _ 0. 130 v� N N 0.062 0.066 0 m 0 N l\ 2.056 • 2.058 4. 1 14 REGIONS ------------- Area: 3.243 sq in Perimeter: 73.301 in X: -2.681 - 2.683 in Bounding box: - Y: _1.809 __ 2.298 in Centroid: X: 0.000 In Y: 0.000 in" Moments of inertia: X: 5.593.848 n 1 sq qI sq in Product of inertia: Xy: 0.001 sq in sq in Radii of gyration: X: 1.313 in Y: 1.343 in Principal moments (sq in sq in) and X-Y directions about centroid: 1: 5.593 along [1.000 0.0051 J: 5.848 along [-0.005 1.0001 ALLOY 6063-T6, 6005-T5 NER 0. REVISION BY FOUR SEASONS SOLAR PRODUCTS CORP. TYPICAL O 5005 VETERANS MEMORIAL HIGHWAY WALL 0.066, 0.062 1 HOLBROOK, NEW YORK 11741 FINISH .. 2 DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS DIE N0. TITLE SECTION PROPERTIES 5339C, 4582 3 PART NO 7«145, 7BP 4 ELECTRIC H COLUMN WITH BEAM POST 1 SCALE "_ " DRAWN 81' LJD DWG. 5 DO NOT SCALE DRAWINGS 6 TOLERANCES + — - N APPROVED — DATE 08-08-03 7145-78P-7NFJ • SOB: 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN SHEET NO: 7 OF 18 6Ut!k1 Chs LESS DATE. 101112003 FOUR SEASONS CH CKEDBY:BY. Lawrence Duty DATE. 101112003 SUNROOMS CHECKED BY: Surya Lamsal ' Mal1e 11,N A•i K•!U fo.a.r.•��••• STAMPED BY: DATE: SILL (7CS)TO FOUNDATION _ - - FASTENERS: 2 0.500 "X 3.000" LAG BOLTS DETAIL ON E uation In_ uts- AT EACH COLUMN AND 16"O.C. _ —.— -- ----- - - - - - - Al.Pdluy Of PWGC- 1. buu:r75 ALLOWABLE CONNECTION BEARING -- --- --- Ti:Thickness of Piece 1 (In): 055 Pn5 =2(D1)(T1)(Fw,)Inu - -- Fastener Type: LAG BOLTS _( .500 )( -.055 )( 38 )212.34= 893.2 # ---__ - - _ - st - - -- -- Thread Type: SPACED THREADS P. =Ns'Pns,,*, Crown(C)or Valley(V)Fastening: C _( 2 )( 893.2 )= 1786.3 # — D2:Diameter of HeadlWasher(in): ------- - D1:Nominal Diameter of Fastener(in). 0.500 L:Length of Fasteners(in): 3.000 - Ns:Number of Screws: ?-- ALLOWABLE _ALLOWABLE CONNECTION TENSION P„o„ =(D2-D1)(T1)(Fa0)(C)Ins - -- — -- --- _( 1.5 - 0.5 )( .055 )( 38 )( 1 )13= 696.7# d38 . Aluminum Al lo Structu I Pel =Ns'Pn,,,n _. - .F,,,,.Ultimate Tension of Piece 1 (ksi): , -_( 2 )( 696.7 ) = 1393.3#. -- Fy, Yield Tension of Piece 1 (ksi): 1 WASHER OF1.5" - - -- -- - ---- - — r -- 16"O.C.WILL CONTIBUTE A MAXIMUM OF 85#BASED GIN A— 0.1-_DEFLECTION OF SILL_ _ �1 MAXIMUM ALLOWABLE LOADS -- -- SHEAR: 1786.3 # -- TENSION 1478.3NOTE: THESE CALCULATIONS PERTAIN TO THE CONNECTIONS UP TO,BUT NOT INCLUDING, THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR-ANY NEW CONSTRUCTION.- — THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB BY OTHERS.— UNC THREADS: Types C,D,F,G,T- - - SPACED THREADS: Types AB,B,BP,BF,BT Cakuistions Conform to MAI ADM2000 • f 4.383 2.343 2.040 Lrl O Ln 0.060 m N 0.055 N 1 1 .405 1 .74G 3. 151 REGIONS ---- :Area, -------------- --------- 1,2216 Perimeter- 39,1609 ' X. -2.3427 2.0403 Bounding box* Y; -1.8538 -- 1.5047 Centroid: _ X. 0.0000 Y: 0.0000 - Moments of inertia: X1.41 4 Product of inertia: Xy: -0.1955 Radii of gyration X= 1.0772 Y directionss65 about centroid Principal moments and X 50781 I: 1,3021 a -0long [0,8615 , J: 1,7490 along [0.5078 0.8615] ALLOY 6063-T5, 6005-15 N0. REVISION BY FOUR SEASE ANSOLAR R APHID AY TS CORP. TYPICAL 0.060, 0.055 5005 WALL O HOLBROOK, NEW YORK 11741 FINISH DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS ME NO. 2 - 3 TITLE SECTION PROPERTIES PART NO" 7+144, 7133 4 ELECTRIC EAVE DWG. DO NOT SCALE DRAWINGS SCALE -� DRAWN BY WD 7144-7133 5 ERANCES + N APPROVED - DATE OS-08-03 TOLN ' SOB. 230 SUN AND SHADE:STRAIGHT EAVE DESIGN SHEET NO: B OF 18 DATE 101112003 FOUR SEASONS CALCULATED BY Lawrence Duffy _ S U N R O O M S CHECKED BY, Surya Lamsaf DATE- 1011/2003 a. . .+ r•... r,.. ar,v�.,.. STAMPED BY DATE: SILL TO CORNER COLUMN _ _ — DETAIL ON FASTENERS: 8 0.164 "X 0.500 " TEK SCREWS — E Equation Inputs: - -- --- ----- - - -------- - Al-Alloy of Piece l_ 6005-T5 ALLOWABLE CONNECTION BEAKING; _- ---- T1•Thickness of Piece 1 (in): .055 P,,, =2(D1XT1)(Fw1)/nu _ -- --- d(in): 0.500 A2:Alloy of P6063-T5.164 )( .055 )( 38 )212.34= 293.0# __ - - --- T2:Thickness of Piece .062,164 )( .062 )( 22 )212.34= 191.2# Fastener Type: CREWSThread Type: STHREADSPn. =((T2)(T2)(T2)(D1))E0.5-4.2(Fw2)for T2<=T1 062 )( .062 )( 062 )( 0.164 ))E0.5.4.2( 22000 )= N/A Crown(C)or Valley(V)FaCP,. =NsPns,,.,, D2:Diameter of HeadMas .3228 )( 191.2 )= 1529.5 # — _ _ D1:Nominal Diameter of Faste0.164L:Length of Fasten : 0.500 — Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 -- n,Threads Per Inch: 32 _ ALL_OWBL _AE CONNECTION TENSION- -- - - -- — tc,Thread Engagement Depth: 0.062 P,,. =(D2-D1)(T1)(Fw)(C�n.• .322 - 0.164 )( .055 )( 38 )( 1 )/3= 110 1 # Ns:Number of Screws: 8 — Pno, = (Ks)(D1 xtc)(Fty2uns - - ----------— - --—•— ---- ------- 54.8# _ - _ -- - — --- ------ - --- --- - P., =Ns'Pnmin -- ----- --- ---- 8 )( 438.2 # Aluminum Allo Structural Values _( 54.8 ) _ --- - ---- -- --- -- F„,:Ultimate Tension of Piece 1 (ksi): 38 Fto:Yield Tension of Piece 1(ksi): 35 F,,,2-Ultimate Tension of Piece 2(ks): 22- -- - F,n:Yield Bearing of Piece 2(ksi): 16 — — Coeff_ie_cients: MAXIMUM ALLOWABLE LOADS _ -- ----- - - - - --SHEAR: 1529.5 # ---_ -- _-- - - Coeffiecient,Ks= 1.01 - - — Coeffiecient 2/n= 0.0625 TENSION 438.2 # _ _ ._.._ - - Coeffiecient,4/n-= 0.125 UNC THREADS, Types C,D,F,G,T SPACED THREADS. Types AB,B.BP.BF,BT- - Calculations Conform to(AA)ADM2000 OJT5IDE INSIDE OF O� ROOM RDCW EXTKD ALUMINUM CL05ED 51LL(A'7C5) FOUNDATION (BY OTHERS) 'WA5HER M OF 2 318'FA5TENER w1I 114 MINIMUM ( ) AT EACH COLUMN AND EVERY 16"O,C. / ACTUAL DE51GN OF THE5E CONNECTION5 MUST BE DETERMINED BY OTMER5. 51DE VIEW EREVDATE. DATEA0120103 DRAWN BY:JP DE�IPN:SILL TO FOUNDATION FOUR SEASONS SOLAR PRODUCTS, LLC. E.C.O.#: • JOB. 230 SUN AND SHADE.STRAIGHT EAVE DESIGN - - :- SHEET NO' 9 OF to FOUR SEASONS CALCULATED BY Lawrence Duty DATE. 1011/2003 SUNROOMS CHECKED BY, Surys Lsrnsal DATE. 1.01112003 v n. ,.•,.,...-a•.. a,.•an�..„ STAMPED BY DATE: SILL TO LITE H COLUMN - FASTENERS: 6 0.164 "X 0.500 " TEK SCREWS DETAIL ON E uation Inputs --- •-- - ------ -- - - - LLOWABLL guNNECTION BEARING AlaAunv nt FiP.ce 1: 6005-T3—_—_ _--P. =2(D1)(T1)(F,,,,)In„ --- T1:Thickness of Piece 1 (in): .055 _( .164 )( .055 )( 38 )212.34 293.0# - -- --A2:aby of Piece 2: 6005-T5 P,,. =2( D1)(T2)(F„ayn„ T2:Thickness of Piece 2(in): .05 _( .164 )( .05 )( 38 )212.34= 266.3 # Fastener Type: TEK SCREWS Pm =((T2)(T2)(T2XD1))E0.5'4.2(Fg)for T2<=T1 --- --- - Thread Type: SPACED THREADS _(( .05 )( .05 )( .05 )( 0.164 ))E0.5'4.2( 38000 )= 722.6 Crown(C)or Valley(V)Fastening: C P„ =Ns'Pns ;" D2:Diameter of Head/Washer(in): .322 _( 6 )( 266.3_)= 1597.9 # —_ D1:Nominal Diameter of Fastener(in): 0.164 #8 FASTENER MAXIMUM SHEAR IS 216.5# -_ _— L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 ALLOWABLE CONNECTION TENSION _— - _—_. — n,Threads Per Inch: 32 - P", =(D2-D1)(T1)(Fji1)(C)In, tc,Thread Engagement Depth: 0.05 _( :322 - 0.164 )( .055 )( 38 )( 1 )13= 1101 # __-Ns:Number of Screws: 6 - p"a = (Ks)(D1)(tc)(Fty2)Ins .-- — -- — - — ----- ---- --- 96.6# — -- - ---- — ------- - _( 6 )( 86.6 ) __= 579.7 # Alumirium.Alloy Structural Values Fal:Ultimate Tension of Piece 1 (ksi): 38 Ft,,:Yield Tension of Piece 1 (ksi): 35 Ftiiz:Ultimate Tension of Piece 2(ksi): 38 - F,n:Yield Bearing of Piece 2(ksi): 35 Coeffiecients: MAXIMUM ALLOWABLE LOADS - - ---- --'- _SHEAR: 129_9.0# -- __-- -- Coeffiecient,Ks 1.01 - - TENSION 579.7 # ` - Coeffiecient 21n= —0.0625 Coeffiecient,4/n= 0.125 UNC THREADS. Types C,D,F,G,T _ SPACED THREADS Types AB,B,BP,BF,BT CSWImions Conform to fAA1 ADM2" CONT. EXTR'D ALUMINUM CL05ED 51LL(A'7C5)BELOW E)(TKD ALUMINUM WINDOW JAMB(A7'131 U) #8 x 1/2'TE:5C;UW(H7'150) EIGHT AT EACH CORNER EXTP:D ALUMINUM CORNER COLUMN (A'7G9) , PLAN VIEW T/v TN DWG.#:09 DATE:ID►20103 DRAWN BY:JP DEscRiPTioN:SILL TO CORNER COLUMN REV DATE: E.C.O.it: FOUR SEASONS SOLAR PRODUCTS, LLC. SOB: 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN OF' 15 SHEET NO: 10 DATE. 101112003 FOUR SEASONS CALCULATED BY. Lawrence Duffy DATE. 1011/2003 S U N R O 0M S CHECKED BY' Surya LeMS8I e� •' DATE: STAMPED BY: SILL TO ELECTRIC H COLUMN DETAIL ON FASTENERS: 6 0.164 "X 0.500 " TEK SCREWS ]u�E uation In ALLOWABLE CONNECTION BEARING - -- -- A55 - — T1:Thickness of Piece 1 (in): P. =2(D1)(T1)(Fw,)/n" 38 )2/2.34= 293.0# AZ:Alloy of Piece Z. 6005-T5 _( .164 )( .055 )(- 12 _ -- -- --- - -- - - --- -- T2:Thickness of Piece 2(in): .066 P1,. =2(D1)(T2)(Fwzun„ TEK SCREWS _( .164 )( .066 )( 38 )2/2.34= 351.5 # Fafad e: _ e: SPACED THREADS P11f =((T2)(T2)(T2)(D1))E0.5'4.2(Fa)for T2 c=T1 ---)( Crown(C (V)Fastening: C _(( ,OC,r )( .066 )( 0.164 ))E0.5'4.2( 38000 )= NIA D2:Diameter of HeadlWasher(in): .322 P,. =Ns'Pns„w, D1:Nominal Diameter of Fastener(in): 0.164 - _( 6 )( 293.0 )= 1757.7 # - L:Length of Fasteners(in): 0.500 #8 FASTENER MAXIMUM SHEAR IS 216.5# - - 0.014 Asn:Thread Stripping Area of Internal Thread(Per Inch): n,Threads Per Inch: 32 ALLOWABLE CONNECTION TENSION _-- - - -------- ---- - - tc,Thread Engagement Depth: 0.066 P,,,,, =(D2-D1)(T1)(Fw,)(CNn. 055 )( 38 )( 1 )I3= 110.1 # Ns:Number of Screws: 6- - _( .322 - 0.164 )( - - -- - - - Pro _ ((Ks)(D1)(Fty2)(4/n-tc)+3.26(D1)(Ftu2)(tc-21n))/ns ---- __-- _ --- _-- — -- -- -- 137.7 # - - - ----- --:- -- - - - 660 4 # _ Aluminum Allo Structural Values Lp� 6 _ -- - F�,,:Ultimate Tension of Piece 1 (ksi): 38 F,y,:Yield Tension of Piece 1 (ksi)- 35 F„,2:Ultimate Tension of Piece 2(ksi)_ 38 :=:N F,,2:Yield Bearing of Piece 2(ksi): 35 !n25 nts: MAXIMUM ALLOWABLE LOADS -___ -------- - -- - - - - Coeffiecie SHEAR: 1299.0 # -- - -- - CoeffiecieTENSION 660.4 # - Coeffiecie5 UNC THREADS: Types C,D,F,G,T- - - - - --- - - --- - SPACED THREADS: Types AB,B,BP,BF,BT ' Ce,plistlpn.C wform to(AA)ADM2000 CONT EXTR'D ALUMINUM CL05ED 51LL(A'7C5)BELOW #8 x 112"TEK SCREW(117'150) 51X AT EACH COLUMN EXTR'D ALUMINUM WINDOW JAMB(AT 131 U) EXTRD ALUMINUM FJ-CHANNEL(AT I 1 1) PLAN VIEW T Lv tE DATE:IMM pw,wraBY:JP DESCRiPTM:SILLTO LITE H COLUMN E.C.0.0 FOUR SEASONS SOLAR PRODUCTS, LLC. #8 x 1/2'TEK 5CREW(H7'150) 51X AT EACH COLUMN E9KD ALUMINUM UTILITY H-CHANNEL(AT 145) EXWD ALUMINUM WINDOW JAMB(AT 131 U) J PLAN VIEW _ CONT. EXTR'D ALUMINUM CL05ED 51LL(A'7C5)BELOW V DRAWNBY:JP DESCRIPTION:SILL TO UTILITY H COLUMN DWG. -- :JDATE:10120ro3 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE. E.C.O.i�. SOB 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN ' SHEET NO: 11 OF: 18 FOUR SEASONS CALCULATED BY. Lawrence Duffy DATE. 10/1/2003 S U N R O O M S CHECKED BY: Surya Lamsal DATE: 1011/2003 k:-.x; ,;.,; ..,,,. O.e•gllYww.. STAMPED BY: DATE F�AEORNER COLUMN —_ RS: 8 0.164 "X 0.500 " TEK SCREWS DETAIL ON E uation Inputs' Al Alloy of Piece 1: 6063-T5 CONNECTION BE RRINU1)(T1)(F,,)In„ T1:Thickness of Piece 1 (in): .06 164 )( .06 )(__22 )2/2.34= 185.0# A2:Alloy of Piece 2: 6063T5 D1)(T2)(F,,�yn„ T2:Thickness of Piece 2(in): .062 .164 )( ,062 )( 22 )2/2,34= 191.2# Fastener Type: TEKSCREWS 2)(T2)(T2)(D1))E0.5"4.2(Fa)for T2-cc T1 --_ --- Thread Type: SPACED THREADS _(( 062 )( 062 )( ,062 )( 0.164 ))E0.5.4.2( 22000 )= NIA Crown(C)or Valley(V)Fastening: C Pm =Ns'Pns.in — D2:Diameter of Head/Washer(in): .322 _( 8 )( 185.0 )= 1480.2 # _ D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 ---- n,Threads Per Inch: 32 ALLOWABLE CONNECTION TENSION P. -(D2-D1)(T1)(F„t)(C)In. tc,Thread Engagement Depth: —0.082 22 1 Y3= 69.5 # Ns:Number of Screws: 8 _( .322 - 0.164 )( .06 )( )( -- ---- -- - — — - -- Pnm = (Ks)(D1)(tcXFty2)/ns- ---- - - -- -- - -- --- --- --- _54.8 #-- - --- - - - - ---- — _( 8 )( 54.8 ) - 438.2 # — -_ -- -_- Aluminum AHOY Structural Values -- F4i1:Ultimate Tension of Piece 1 (ksi): _22 -- --- - Fry,:Yield Tension of Piece 1(ksi): 16 -- F„a: Ultimate Tension of Piece 2(ksi): 22 - F,n:Yield Bearing of Piece 2(ksi): 16 Coeffiecients: MAXIMUM ALLOWABLE LOADS --- -- - -- -- --- - SHEAR: 1480.2# Coeffiecient,Ks 1.01 = TENSION 438.20 _ __ _ Coeffiecient 2/n= 0.0625 Coeffiecient,4/n=— 0.125_ UNC THREADS: Types C,D,F_G,T --------- - --- ----- SPACED THREADS: Types AB,B,BP,BF,BT ICalculations Conform to(AA)ADM2= EXTR'D ALUMINUM ADJUSTABLE SAVE (A'7EB/A'7ETB)BELOW EXfR'D ALUMINUM WINDOW JAMB (A7'131 U) #8 x I/2"TEr.5CF.EW(y7'150) EIGHT AT EACH CORNER EXTR'D ALUMINUM CORNER COLUMN(A'7C9) PLAN VIEW DRAWNBY:JP DESCRiPTIMEAVE TO CORNER COLUMN DWG u•12 DATE:10/20/03 FOUR SEASONS SOLAR PRODUCTS, LLC. REV DATE. E.C.O. : SOB: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN SHEET NO: 12 OIs} !• )!i r` i... I'C"1 DATE. 10/1/2003 FOUR SEASONS CH CKEDBY*BY buryu aeDuny DATE 10/1/2003 SU N ROOMS CHECKED BY: 5urya Lamsal +ter,.,,. STAMPED BY: DATE: EAVE TO LRE H COLUMN DETAIL ON FASTENERS: 6 0.164 "X 0.500 TEK SCREWS" 7Equatlon]Inp�ut�s- Al Afiny of Piece 1- 6063-T5 ALLL)WABLE I' NECTION BEARIN_G LPiece .�T1:Thickness of 1 (in): P. =2(D1)(T1)(Fwt)1n„ -- 185.0# A2:Alloy of Piece 2:- 6005-T5 .164 )( .06 22 )212.34 _( )( = _- -.- - - - - - - --- --- ---- - T2:Thickness of Piece 2(in): AS P,,, =2(D1)(T2)(Fl,ayn„ =( .164 )( .05 )( 38 )212.34= 266.3# Fastener Type: TEK SCREWS Thread Type: 5PACED THREADS- P,,, =((T2)(T2)(T2XD1))E0.5.4.2(F Q)for T2<=T1 - _(( .05 )( .05 )( .05 ){ 0.164 ))EO.5'42( 38000 )= 722.6 Crown(C)or Valley(V)Fastening: C D2:Diameter of Head/Washer(in): .322 P„ =Ns'Pns,,,,, _{ 6 )( 185.0 )_ 1110 2 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 n,Threads Per Inch: 32 ALLOWABLE CONNECTION TENSION - - tc,Thread Engagement Depth: 0.05 810/, =(D2-D1)(T1)(F„t)(C)Ins ' O6 )( Y2 )( 1 )13= 69.5 # Ns:Number of Screws: 6_ _( .322 - 0.164 )( - ---- - - -- P„e = (Ks)(D1)(tc)(Fty2)Ins - -- ----- - - -- - - 96.6 # - - —--- - -- -— _ - Aluminum ]7k6 tural Values _( 6 )( 69.5 ) 417.1 # F Ultimate Tension of P22Fyt:Yield Tension of P16F,,,2:Ultimate Tension of P38- - Fm;Yield Bearing of P35oeffiecien s• MAXIMUM ALLOWABLE LOADS --- -- - - - Coeffiecient.Ks= 1.01 SHEAR: 1110.21 -- --- - - - - - -- - - ----- - Coeffrecient 21n= 0.0625 TENSION 41.7.1 # - - Coeffiecient,41n= 0.125 _ UNC THREADS: Types C,D_F,G,T - - --- -- - SPACED THREADS: TypesAB.B,BP,BF,BT - ' - — Calculelio"Conrortn to(AA)ADM2000 EXTKI) ALUMINUM ADJU5TABLE SAVE (A'7E5/A'7ETB)BELOW #8 M 112"TEK 5CREW(H7'150) 51Y AT EACH COLUMN EXTR'D ALUMINUM WINDOW JAMB(A7'131 U) E)(rKD ALUMINUM H-CHANNEL(A7'I 1 1) PLAN VIEW FDFWWN6Y:JP DESCR►PTIOWEAVE TO LITE H COLUMN DWG.#10 DATE1020ros FOUR SEASONS SOLAR PRODUCTS, LLC. REV DATE. E.C.O.#' SOB: 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN k;,.. Prez SHEET NO: 13 OF: 1B FOUR SEASONS CALCULATED BY. Lawrence Duffy DATE. 101112003 .i S U N R O O M S CHECKED BY: Surye Lamsal DATE: 101112003 �' 4n.�•m N wrvnnr..oMr 3n'.�...• STAMPED BY: DATE. EAVE TO ELECTRIC H COLUMN FASTENERS: 6 0.164 "X 0.500 " TEK SCREWS DETAIL ON Equation In uts• ALLOWABLE CONNECTION BEARING -- - - - Al:Ahoy of P ece 1• 6063-T5 Pm =2(D1)(T1)(Ft,,,yn„ -_ - T1:Thickness of Piece 1 (in): .06 _( .164 )( .006- )( 22 )2/2.34= 185.0# - - —-- -- A2:Alloy of Piece 2. 6005-TS - Pm =2(D1)(T2)(FkQln„ T2:Thickness of Piece 2(in): .066 _( .164 )( .066 )( 38 )212.34= 351.5# Fastener Type: TEK SCREWS Pm =((T2)(T2)(T2)(D1))E0.5'4.2(F1t0)for T2<=T1 — — Thread Type: SPACED THREADS _(( .066 )( .066 )( .066 )( 0.164 ))E0.5'4.2( 38000 )= N/A Crown(C)or Valley(V)Fastening: C P. =Ns'Pnsw,,, D2:Diameter of Head/Washer(in): .322 6_)( 185.0 )= 1110.2 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 ALLOWABLE CONNECTION TENSION — - - — __ n,Threads Per Inch_ 32 - P„o„ =(D2-D1)(T1)(Fj,)(Cyr1s tc,Thread Engagement Depth: 6,066 _( .322 - 0.164 )( .06 )( 22 ' )( 1 )/3= 69.5 # - _— Ns:Number of Screws: 6 - Pam _ ((Ks)(D1)(Fty2)(4/n-tc)+3.26(D1)(Ftu2)(tc-2/n))/ns —---- ------ 137.7 -----137.7 # Pat Na Pnrovin _( 6 )( 69.5 ) = 417.1 #— — — — Aluminum Alloy Structural Values F,,,,.Ultimate Tension of Piece 1 (ksi): 22-- - T F,y,.Yield Tension of Piece 1 (ksi)_ 16 FtQ:Ultimate Tension of Piece 2(ksi): 38 F1y2:Yield Bearing of Piece 2(ksi): 35 Coeffrecients: MAXIMUM ALLOWABLE LOADS - --' - SHEAR: --1110.2 # Coeffiecient,Ks=-- 1.01 TENSION _4.17_.1 # Coeffiecient 2/n 0.0625 = Coeffiecient,4/n= 0.125 UNC THREADS_Types C,D,F,G,T SPACED THREADS: Types AB,B.BP,BF,BT -- Cakukojons Conlorrn to(AA)ADM2000 #8 x 112"TEK 5CREW(H7'150) 51X AT EACH COLUMN EXTWD ALUMINUM UTILITY H-CHANNEL(A7-145) EXTR'D ALUMINUM WINDOW JAMB(A7'131 U) PLAN VIEW �EXTR'D�ALUMINUM ADJU5TA5LE SAVE (A-7EB/A-7ET5) BELOW DWG.A'11 DATE: DRAWN BY:JP DESCRiPTIDN:EAVE TO UTILITY H COLUMN FOUR SEASONS SOLAR PRODUCTS, LLC. REV DATE':._ E.CO.71' SOB; 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN 01hD 01C �C'i SHEET NO: 14 is OF: SONS CALCULATED BY Lawrence Duffy DATE: 1011=03FOUR SEACHECKED BY: Surys Lemsel M S DATE: 101' S O N R O S w of.,w wevi c 'u•nuc•V Yen": STAMPED BY: DATE. ROOF PANEL TO SAVE — -- FASTENERS: 6 0.242 "X 5.000 " FASTENER DETAIL ON E uation InPuts: • --- -- --- —• ---------——-------- Al:A140y of pif�e 1 3105-Fi25 ALLOWABLE CONNECTION BFARIN�; _ ------- T1.Thickness of Piece 1 (in): .024 _ P. =2(D%T1)(Funynu A2:Alloy of Piece 2: 6063-T5 _( .242 )(-_024 )(--23 )212.34- 114.2# --- - ---- --- _ - --- --- - - T2:Thickness of Piece 2(in): .07 Pm =2(D1)(T2)(Fw2yn„ _( .242 )( .07 )( 22 X12.34= 318.5# Fastener Type: FASTENER Thread Type: SPACED THREADS P. =((T2)(T2)(T2)(D1))E0.5'4.2(F,,Q)for T2<=Ti _-__ --' --_ _(( .07 )( .07 )( .07 )( 0.242 ))E0.5'4.2( 22000 )= NIA Crown(C)or Valley(V)Fastening: C _ Pw =Ns'Pns„w D2:Diameter of Head/Washer(in): 1.25 _( 6 )( 114.2 )= 685.0 # D1:Nominal Diameter of Fastener(in): 0.242 L:Length of Fasteners(in): 5.000 - - Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.03 - n,Threads Per Inch: 20 ALLOWABLE CONNECTION TENSION - y-_- ---- -- - P. =CD2-D1)(T1)(FW,)(C�n� - tc,Thread Engagement Depth: 0.07 _( - 0.242 -)( .024 )( )( -1 )l3= 185.5 # Ns:Number of Screws:___6 1•.25 _23 - Pno, _ (Ks)(D1)(tc)(Fty2)/ns -- ----- ---- - -- - = 91.3# -- - - --- P., =N s*Pnrrin - - _S )( 91.3 ) - 547.5 # Aluminum Alla Structural Values Fwt:Ultimate Tension of Piece 1 (ksi): _23 - F,yt:Yield Tension of Piece 1 (ksi): -N/A _ WASHER:1.25"DIAMETER -- Fa:Ultimate Tension of Piece 2(ksi): 22 - -- -- - - - - - --- - - F,2:Yield Bearing of Piece 2(ksi): 16- _Coeffiecients• MAXIMUM ALLOWABLE LOADS — _ _.-_-._ _----- - -- - --- --- - - -- -- Coeffiecient,Ks= 1.01 SHEAR: 685.0 #/PANEL --- - -- ---- Cceffiecient 2/n= 0.1 TENSION 547.5#/PANEL _ ------- -- --- - - ----- ------ Coeffiecient,4/n= 0.2 UNC THREADS: Types C,D,F,G,T SPACED THREADS: Types AB,B,BP,BF,BT ' Calculations Conform to(w ADM2000 #14A x 5"ROOF SCREW WITH I 1/4"WA5HER(HK2135) 51X 5CREW5 PER PANEL @9'O.C. ------------------- 3',4 114" OR T THICK ROOF PANEL APPLY 5TRUCTURAL 5EALANT _ - 11 EXTKD ALUMINUM UTILITY SAVE(AT 144) T S DRAWNBY:JP DESCRIPTIDN:PANEL TO EAVE DWG.W:S&SHDS-01 DATE:10120103 FOUR SEASONS SOLAR PRODUCTS, LLC. REV DATE. E.C.O N: JOB: 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN SHEET NO- 15 OF- 18 CALCULATED BY Lawrence Duffy DATE. 10/112003 CHECKED BY: Surya Lamsel DATE. 10/1/2003 STAMPED BY: DATE: ROOF PANEL TO EAVE HIGH WIND CONDITION FASTENERS: 6 0.250 "X 5.000 " THRU-BOLTS DETAIL ON E uation In uts• nl LOhI/.ABL E CONNECTION BEARING ---- - - -- Al.: of Piece 1:- 3105-H25 - -.`P,,. =2(D1)(T1)(FL1yn„ - - -- T1:Thickness of Piece 1 (in): .024 _( .250 )( .024 x 23 )212.34= -_ 117.9#_-- - - - - A2:Alloy of Piece 2: 6063-T5 T2:Thickness of Piece 2(in): .07 =( .250 )( .07 X 22 )2/2.34= 329.1 # — Fastener Type: THRU-BOLTS P,,. =((T2)(T2)(T2)(D1))E0.5'4.2(Fa0)for T2<--T1 — Thread Type: SPACED THREADS _(( .07 )( .07 X .07 )( 0.25 ))E0.5'4.2( 22000 )= N/A Crown(C)or Valley(V)Fastening: C P. =Ns' Pns„r„ D2:Diameter of Head/Washer(in): 1.25 _( 6 )( 117.9 )= 707.7 # D1:Nominal Diameter of Fastener(in): 0.250 L-Length of Fasteners(in): 5.000 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.032 ALLOWABLE CONNECTION_TENSION _ - n,Threads Per Inch: 20 P,,,, =(D2=D1)(T1)(Fw)(C)In, tc,Thre3d Engagement Depth: 0.07 =( 1.25 - 0.25 )( .024 )( 23 )( 1 )I3= 184.0 # Hs:Number of Screws: 6 -( 6 _ )( 184.0 ) = 1104.0 Aluminum Alloy Structural Values F,u,:Ultimate Tension of Piece 1 (ksi): 23 WASHER:1.25"DIAMETER — Ft,,:Yield Tension of Piece 1 (ksb: WA - F,,a:Ultimate Tension of Piece 2(ksi)_- 22 --- - - FyZ:Yield Bearing of Piece 2 1= 0A MAXIMUM ALLOWABLE_LO_ ADS SHEAR: 707.7 #/PANEL - Coeffiecient,TENSION 1104.0 #/PANEL Coeffiecient Coeffiecient,4/n= 0.2 UNC THREADS: Types C,D,F,G,T_-- SPACEDTHREADS: TypesAB,B,BP,BF,BT I/4'THRU BOLT5 WITH 1114'WA5HER5 51X 5CREW5 PER PANEL @9'O.C. „ I , 1 ; „ , „ 3'.4 114'OR 7'THICK ROOF PANEL E)(rKD ALUMINUM EAVE TOP(A'7,78) EXTRV ALUMINUM EAVE BOTTOM(A'7EB) T V DRAwNsr.�P oesCRIPT1oN:PANEL TO EAVE (HIGH WIND) DWG,#:S&SHDS-02 DATE:10120103 FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE. E.C.O.S: SOB: 230 SUN AND SHADE:ST RAIGHT EAVE DESIGN SHEET NO: 16 OF 16 FOUR SEASONS CALCULATEDBY Lawrence Duffy DATE. 10/12003 S U N R O O M S CHECKED BY" Surya Lamsel DATE: 10112003 YAAAFMN l+r •'.� •n.•.Int.«. STAMPED BY: DATE: ROOF PANEL TO RIDGE FASTENERS: 12 0.164 "X 0.500 " TEK SCREWS DETAIL ON-L.— Equation N —E uation Inputs i+LLOViABLE CMINCCTION BEARING Al:Alwv of Piece!: 3105-Fi25 P,a =2(D1)(T1)(FW,yn„ T1:Thickness of Piece 1 (in): .024 _( .164 )( .024 )( 23 )2/2.34= -77.4 #_ — - - -- A2:Alloy of Piece 2: 6063-T5 P,,. =2(D7)(T2)(F„zyn„ T2:Thickness of Piece 2(in): .055 =( 164 )( ,055 )( 22 )2/2.34= 169.6 # Fastener Type: TEK SCREWS P. =((T2)(T2)(T201))E0.5'4.2(F,a)for T2--T1 --� Thread Type: SPACED THREADS _(( .055 )( .055 X .055 )( 0.164 ))E0.5'4.2( 22000 )= NIA Crown(C)or Valley M Fastening: C P= =Ns'Pns ,,, D2:Diameter of Head/Washer(in): .322 12 )( 77.4 )= 928.5 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 _ALLOWABLE CONNECTION TENSION ---__ _ n,Threads Per Inch: 32 P„,,, =(D2-D1)(T1)(Fu,xC)/n, tc,Thread Engagement Depth: 0.055 _( .322 - 0.164 )( .024 )( 23 )( 1 Y3= 29.1 # _ - Ns:-Number of Screws_ 12 P,,m = (Ks)(D1)(tc)(Fty2)/ns ---- ---- - - - ------ -- ---- -- = 48.6 # -- — - ---- — _( 12 )( 29,1 ) _ -348.9 # _ Aluminum Allo Structural Values F,,,,:Ultimate Tension of Piece 1 (ksi): 23 _ Fl:Yield Tension of Piece 1 (ksi): NIA F„2:Ultimate Tension of Piece 2(ksi): - 22 - -- - - --- - - - - - - -- -—----- F,y2:Yield Bearing of Piece 2(ksi): 16 MAXIMUM ALLOWABLE LOADS -- - Coeffiecients: SHEAR: 928.5#/PANEL _ _ Coeffiecient,Ks= 1.01 _TENSION _ 348.9#/PANEL __ Coeffiecient 2/n= 0.0625 Coeffiecient,4/n= 0.125 - UNC THREADS: Types C,D,F,G,T- - SPACED THREADS: Types AB,B,BP,BF,BT CMwIMia,s CoMam to(AA)ADM2000 #8 x 1/2"TEK 5CREW(117'150) / 51X ON TOP 4 BOTTOM OF / PANEL(12 TOTAL) 3". 4 114*OR 7"THICK ROOF PANEL EXTRV ALUMINUM 4"RIDGE (A'74RP.) (5HOWN) OR 3" RIDGE (A'73RK) OR 7"RIDGE.(K77RR) T V DRAWNBY:JP DESCRI"ON:PANEL TO RIDGE DWG.#SBSHDS-03 DATE:tMOM FOUR SEASONS SOLAR PRODUCTS, LLC. REV.DATE: E.C.O.#: SOB. 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN r-'ILD ;: c CLS: SHEET NO' 17 OF' 1s FOUR SEASONS CALCULATED BY: Lawrence Duffy DATE. 10/12003 S U N R O O M S CHECKED BY- Surys Lamsel DATE. 10112003 Mani¢".H A-cf.-sur 0"r 70 Ye«z STAMPED BY: DATE: RIDGE TO EXISTING STRUCTURE _ FASTENERS: 1 0.375 "X 3.000 " LAG BOLTS DETAIL ON Equation Inputs: ALLOWABLE CONNECTION EMP.ING — Al:Alloy of Piece 1: 6063-TS -- P": =2(D1)(T1)(F.,tun„ — T1:Thickness of Piece 1 (in): 0.0625 _(- .375 )( 0.0625 )( 22 )2/2.34=_—- 440.7 #— —_— Fastener Type: LAG BOLTS P. =Ns'Pns.,,. Thread Type: SPACED THREADS 440.7 )= 440.7 # Crown(C)or Valley(1/)Fastening: C D2:Diameter of HeadMasher(in): 1.25 D1: Nominal Diameter of Fastener(in): 0.375 L:Length of Fasteners(in): 3.000 ALLOWABLE CONNECTION TENSION — — Ns:Number of Screws: 1 P. =(D2-D1)(T1)(FwtXC)/n, --- - -- — _( 1.25 - 0.375 )( 0.0625 )( 22 )( 1 u3= 401.0 P., =Ns'Pn,,,,,, —- _ — ---- Aluminum A.lloy Structural Values 401.0 ) = 401.0 # F.,t:Ultimate Tension of Piece 1 (ksi): 22 ------- F,y,•:Yield Tension of Piece 1 (ksi): 16 WASHER:1-114"DIAMETER —__---- _— -- ------- -- ------- MAXIMUM ALLOWABLE LOADS — SHEAR: 440.7# TENSION 401.0 # ----—-_ - --- _----— ----- - NOTE: THESE CALCULATIONS PERTAIN TO THE CONNECTIONS UP TO,BUT NOT INCLUDING, —--_ THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION. THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION _ MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB BY OTHERS. _ -- UNC THREADS- Types C,D,F,G,T _ SPACEDTHREADS: Types AB,B,BP,BF,BT -- ceimintims CoMorm to(AA)ADM2t10D EX15TING ADEQUATE 5TRUCTURAL FRAMING / MINIMUM OF(6) 1/4'FA5TENER5 WITH 5/8'WA5HER PER PANEL. -- -- ACTUAL DE51GN OF -- THE5E CONNECTION5 MUST 5E DETERMINED 5Y OTHER5. _ EXTR'D ALUMINUM 4'RIDGE(A'74RPa (5HOWN) OR 3" RIDGE(A'73RR) OR 7"RIDGE(A'77RR) V T DRAWN 9Y:JP DEscR�PT�oN:RIDGE TO EXISTING STRUCTURE DWG.#'S85HD5 04 DATE:10120103 FOUR SEASONS SOLAR PRODUCTS, L.L.C. REV DATE. E.C.O.k- SOB: 230 SUN AND SHADE.ST RAIGHT EAVE DESIGN F.!j,;Dir,. SHEET NO 18 OF: 18 FOUR SEASONS` CALCULATED BY Lawrence Duffy DATE. 1011/2003 S U N R O O M S CHECKED BY: Surys Lamsal DATE: 1011=3 .,ck",N A+"a IV}ICI io Y. 11 STAMPED BY: DATE: F NEL TO ROOF BEAM(H-BEAMI ERS: 2 0.164 "X 0.500 " TEK SCREWS DETAIL ON E nation Inputs E CONNECTII?N BEAf?INGA1.Alloy of Piece 1: 3105-H25 (D1)(T1)(F,,yn„ T1:Thickness of Piece 1 (in): .024 .164 )( .024 )( 23 )2/2.34= 77.4 # A2:Alloy of Piece 2: 6005-T5 (D1)(T2)(F,a�n„ T2:Thickness of Piece 2(in): .08 .164 )( .08 )( 38 )212.34= 426.1 # Fastener Type: TEK SCREWS P. =((T2)(T2)(T2)(D1))E0.5"4.2(F Q)for T7 c-T1 - - Thread Type: SPACED THREADS =(( .08 )( .08 )( .08 x 0.164 ))EO.5.4.2( 38000 )= N/A Crown(C)or Valley(V)Fastening: C P, =Ns'Pns,,,,,, D2:Diameter of Head/Washer(in): .322 _( 2 )( 77.4 )= 154.7 # D1:Nominal Diameter of Fastener(in): 0.164 L:Length of Fasteners(in): 0.500 Asn:Thread Stripping Area of Internal Thread(Per Inch): 0.014 ALLOWABLE CONNECTION TENSION - - n,Threads Per Inch: 32 P,,,,, =(D2-D1)(T1)(Fw,)(C)/r, tc,Thread Engagement Depth: 0:08 _( .322 - 0.164 )( .024 )( 23 )( 1 Y3= 29.1 # - __ Ns:Number of Screws: 2 P,,,t _ ((Ks)(D1)(Fty2)(4/n-tc)+3.26(D1)(Ftu2)(kf2/n))/ns - - --— —__--- 221.8# - - -- -- - -- - _( 2 )( 29.1 ) = 58.1 # - — Aluminum Alloy Structural Values Fd,:Ultimate Tension of Piece 1 (ksi)_ 23 Fy,:Yield Tension of Piece 1 (ksi): N/A Fa:Ultimate Tension of Piece 2(ksi): —38-- F,,2:Yield Bearing of Piece 2(ksi); 35 MAXIMUM ALLOWABLE LOADS _ — _ - Coeffiecients: _ SHEAR: 154.7 #/FT_- — - -- -Coeffiecient, Ks=-- 1.2 - TENSION 58.1 #/FT. - _ - Coeffiecient 2/n= 0.0625 Coeffiecient,41n= 0.125 UNC THREADS: Types C,D,F,G,T - SPACED THREADS: Types AB,B,BP,BF,BT CakuiatWm Cwftrm to IAA)ADM20011 #8 x 112'TEK SCREW(117'150) @ 12'O.C. STAGGERED SEALANT 51DE TO 51DE (EXTERIOR ONLY) (ON TOP 4 BOTTOM) 3'.4 1/4"OR 7'THICK ROOF PANEL EXTR'D ALUMINUM 3" ROOF BEAM(A'73R15) (5HOWNj 4 1/4"ROOF BEAM (A'74RB) 7' ROOF BEAM(A'770) T V FDRAWNBY'JP DESCRIMICK PANEL TO H BEAM DWG.a:S8SHD5OS DATE:10120/03 FOUR SEASONS SOLAR PRODUCTS, LLC. REV DATE: E.C.O.�►' wuLr SKwr00�'w�� • .lndoorsi' Out diving.. • K OL1< RILFMjLMtt ► LC - {ofiFpN +� U Mt�tUM �ES tGH MANUAL REFERENCES A!- FOUR SfXSDM SOLAR PRODUCTS 14OWmak New Yolk 11741 p11563AM F.=16311264076 TWO 3.3-1 IJIINIIJIUM I,gECHANICAL PROPERTIES FOR ALUI&INUM ALLOYS .mmmoN cwPRES6l17N wom m OF ALLD1f Tw F F� F, MAST1CrM AND PRODUCT VIL d 6L km tkal E ttd TEMPER 8 5b 10.1W N 14 71 �; ,0 a 10.1W SheeL Prete i6 ,4 „00-414 `RoNed Rod a Bay 0 -0�,Y 5e 49 34 10 R10 2Dn4Ii 029".000 67 '0 so 4 31 10ADeD -Toll PiloPtso As 6D `•� 53 iL.irrw .T6.Test0.Tasll Rod IJ 65 55 CW Fm*hodBet,Draws Tulle 32 10.800 q 55 5 38 33 7DAOD tot Shed OD 245 64 ''T 30 33 1DAW T6 Shed D2S"A1g 54 +� tt 7 ,O.tW .11657 PrtAe OD17�2A'W 17 12 10 12 ,0 ,O1W -Ft72 Shell a Plate DAW1Am 20 17 14 14 12 1o.1W eet 4114 Sha PWW gao- 2 24 21 201S t4 10.+W -416 S d G-0 ODO .128 � 12 11 1t 7 10100 4415 DmnTube AN 2p 17 76 114 124-112 AN 7D.1W -11 D�T� PA 77 24 21 15 74 10.7W .H7 6 Dowlaw � 4475 5 10 5b to.1w 76 +1 12 t01W 2 Sh a Pule p p'I.DM 78 16 .3 14 2 ,0.700 4414 Shael a PIa1l 0l-0.162 23 20 i0 15 ,3 MIDI 23 44,6 � LWi&C-128 26 /otW .d le cmz5- 5q 15 76 Is 15 13 ,o.1W pTLto23 30J'a414 „mnTube ID""50D 26 25 � 17 12 10.1W -#i75 2a 27 ,8 t8 74 10.10:1 Spee:a Pmm ' DA17-2.076 32 25 22 ,c.tW 3 Fi34 shw,,a Plale O�pOP-1 ooD 2S 2120 76 to shed 3B 31 28 is 74 70.7W -F� shed pA10-0�eso 32 25 � 20 16 1C,1W 300` T DA1B-0.450 -Dmw W - • 16 12 101W grJed _ Shodp,p1:-0240 a 24 21 ,e 74 io 3pDe.432 BradOAM.0248 33 - 27 N 14 i6 10.,00 .106 -F 34 DAD6-0•�63 34 25 21 17 4.06 shed DXX-I 3T 30 22 to t5 ,0100 4-188 Shed DA24-0 Q50 37 26 18 17 10.700 4-1 MAA.FDe1Shed 3e 30 m OA24-0.0!50 15 :, tO.+DD _ 451.F1261.f0161 She>K OA+3-0A9D 26 22 - 20 ZS 17 16 70.100 300544= 5ha11 DA76-0.DW 31 27 17 14 11 ,D.,W 111 _Ftp D D73-0.Dtm ?3 15 5►riei 13 11 e 101W 31054425 pA17-2.DW 18 14 75 12 10 1DAW 5005-412 14 Mae a Plate 1) 1 AW 21 17 78 14 :2 10.100 163 24 10100 �Fi76 Sham CM77-"m t7 12 �� i 65 10.100 _l„W shW POOa Plate C.W4-1.OW 20 1s 76 73 11 10.+00 -494 �i Plate pDW-0.162 23 is .Fi36 76 14 14 5 70.7W oD1;-024a � 15 15 12 10.,00 50504-02 51ad D DO®-0248 2s 15 13 5 10.1W 4-134 shell � 16 4432Cold FWL Rod a Berl 11! t5 ,2 10,100 0►om Tufa 18 Cob FW-Rod a Berl ?5 20 -434 Drawn Tube For d1 toomolea,see lest pegs of thin Tebie le 1-A-1 5 January 2000 TWO MECI�ANICaL PROPERTIES FOR ALUMINUWI ALLOYS coMPR �v MINIVAUWI WASM �,PR woaXAM CW , F MAtTV=T ALLDT PRODUCT RAIJGE Fri M� td E W AND UW. kd kd10200 1s 53 TfMPF]t 05 tis 10 13 10200 Sheat Pine G=&3jo 31 22 11 20 15 ,o2DD 92-00 a PMM AS IJ 34 26 24 CW FV a Rad a sa� 26 17 -t•13t 10200 �pA,rnTube 0.00E-011t ST 29n 6 1'4M Badthm 3016 16 14 10.400 F �1 M a ?N 21 a 14 10400 5083-0 10.400 tlp 5.D� 40 Z 4 25 10 44111 Emmows �.1300 40 16 1e 26 16 10400 4-1111 Shm a Plate M 21 25 75 16 11D.400 'o SmBa Plate Q16b-1w u 31 26 24 17 10400 •4116 076E-150D 24 10400 4=1 gnat i�� 1501.3.000 a1 20 24 17 -4116 Poo 1501.3900 21 E 10.400 PM 3 11 5 14 14 1t 10400 -MM apthn+5.000 21 1d 10.400 5�6,p vp lhM 0500 16 21 1S 10400 -4111EsmmEwwbm 0501-5900 36 21 m 14 14 Z2 70 104DD -0111 a q i Plate 10.40 D0 l S 17 E 10.400 4sE 16 -0112 Pon DSDD-1.000 35 14 15 2211 ` 10.400 4.1112 PMolm 1�p1-2900 � 14 15 21 76 1D4DD .4112 PM 2.00,-8900 40 2d 26 24 16 10.400 .H112 S14�a Plate � 40 ZB � .4116 aha a Plate 2D 10.400 4'M DomTutte AN 44 34 32 S hW-i Plow 2D 1C 'tom pr..nTuhe p 24 �,-0.1Z11 R5 35 7 12 �–; 12 20 11 10400 5158-Fi3d UPM SADD 10 16 71 10.400 5e5�-O � ep M D'S00 33 10 16 1D 7 ,0.400 -Hill C_W.SMw � 13 » 10410 .4117 bo� uptan+5.000 31 12 24 12 12 15 1DAW 4-1112 S�a Plate p.0—•m 36 B 27 23 17 T 10.400 -H= Shag& 29 + 1D 400 chw.a Plate 0 1.000 19 1i 25- 33 27 10 10.400 0951-1500 46 10.400 400 54s+5-��J1lE gram&Pnte Qin-i� 4466 33 . 25 25 27. 6 '10AN .44116 51m;Plate .1 M-1500 N 31 25 25 i6 10.40 44321 '31 25. 17 10.400 4.11T6 Plate 1?51-1500 44 a -t-�1 Pt! 1.501-3900 41 2E yr 17 -4116 PR 1301.3.000 41 20 10100 4 21 up tl.0 1 ADD ''S 2t 20 10100 35 35Woo rs DJ"DA90D i2 35 24 20 L Plate AN 38 35 � � 2D 10100 6061 Z6.T�1 �, 35 a 20 10.100 T651o.�1 c oda ser Emmown � a 35 35 24 20 12.10D T8,T65125 215 patmTube A/ 1! E 10,100 pipe pm0.59D 2216 ,6 ' 10,100 � Is -7 LWD-1� ........... 25 25 19 43 10100 -75 EO%Wws EXV1MWMa pipe A0 45 21 26 10.100 =t6 9 e5 Al �2 45 29 2610,700 6Dt,6--M TS510,T511 6e aP 4e t5 24 zo ,011A fmfm99! 35�m�'T62 ' aD 11tru D.500 35 35 2D 10.100 6105-T5 6°"1e0"a up 1M+n+1.�0 35 10 to 10100 6351 T5 E >D 25 E 4c If" ''.59D a ono roan LM.AA M-HIB ' 6463-T6 l i,i DD4 -Hte Gold Fmis►teo Roo ono pow" re a d,nD t r ane Fere MnMMn speoibd!ate{ee 13 ' nh are minimM�vme-.Wd values3;o�s�^PD' Sheet and SQ50 6t 4W CW Fxlahed Road and bar minimum exp c*d values. an overage nwduum 01 eizw is used:tresis 104 k!i tprrer than wluesn this column i 2Typical values.Pa.dc%ecl�+ January ZDD0 . Fos anFks.the pmvia dW]be the sum of*C••idths 5.1.10 Spacing of Stitrb RivcL%Scrtws and Bolts of the legs lest the thickness.The F99e for bola in oPPosite in IV. s3tall be the sum of the CFCs from the back of the W h=110 w more vmb plauz are in contact.there shall angles.less the thiclaext. be sdtfi rivet,SCM"coeurs or bobs to make than as in nnitmL Foe splice members.the thitd3wu shall be emb thti part le compression members.the pitch and f`4"e of to mets of the thielmss of the mtmbes that has beta developed by or baa shaD be determined as omliaed im Section S.19.la ri veu or bolt:,beyond the wCf=eoasid`L tension members.the maximum pinch os FaFt of such rival. =tws or bolts sbal not eatscd•d'sstsut=in irw3m-egad 5.1_7 Effective Sections of AUCIts to 342M.Cm mm 76+2Dr)in nhich r is ft thic]vs of the if a dircoatinuou aa*uaink or paired)is teasioo is outside plates. eoancwd to one We of a P=w plate.the effusive net :mom &W be the stet se:titan of the ooantxted let plug 5.1.11 East Di.Stantx of Rivets,Serew•e or Bolts one-tbird of the section of the outstanding kg vtthss The tarn distance from the txsac of rivet,=mw or outstanding kg is wstnt amd by a lug angle.b ft hates yob wile eomputad stress to the edge of the stem or shape tee,Ste edfccdn fes sertiom da be the emdre nes st ctioo toward whicb the pressure is directed shill be twix the of the tmpk.The lag antglele s3taD be deftnisd w deve]dP n nomind diamcm of the rivM ttm or boli wis=using the least one-half the meal bad is the memtbet ad da be LUovMble bca ing stress shovrm is Tables 5.1.13-I and-Z eon =wed m flu nim mambo by in lost Im fas mmm a b,it shorter tdFe d'sstanct is used.tlr Oatmsble bearing Far doubk U&placed bad-w-ba*and wm---Wd to sne5t sbA be reduced by the ratio: amts' tht dtr both aides of a Basra plate.tht effi•cdw Dc=cfim sbaD b,- tanuJtw�Q the fastens dsanwC(Sere Sraioo 3.4-5).7be the net setdon of the oaas=wd legs plta Twc-thirds of tht edge dim a"non be I ss than 13 tiaras the fan== mcaoo of tbc Owstlnft)g%- diamaee to etartsdcd. shrsred. WWW& rolled or p=aned For knOWC&M joinu ed eomdoaous angles.the a fftx- edges. live net area doM be be pots 0602ral area less d:du=kms for holes. 5.1.12 Brwd Rivets and Bobs Blind rives da not be utcd unless tlr pip lat.tbs and 5.1.5 Grip of Rivets,Screws rim bok WIC==on sa rr^^•^**•�der 17 the step-..mow: if the grip (total thi:��s ad meal b3n9 fastened) of maaufa�trrss riveis. sacws or bobs tam."" tmiciga ed sus:: txa s four a�ad one b&ilm the dim=-the&Um-abk load prr S.L13 Hollow=End (Semi tubular)Rivets sl rivet. ew•arbolt�bems rTht:md=cd aDowrabb %•iib solid cross moos for a load sbal bt the animal alk w•able krad dh ided by if b� art use,the strettgtb of the riveas 1112-sGrl(9D))is v&ifi G,istht 1*and D s the aoaitaal portioa dstr m the of solid riTm of the dram =of tht liver or boUr the pip of the rives exceeds sbO trot be ntl�eQns> of of t iix Una dtataan.spud acre m 25 :haD be taken w bLmvt some marcid.vales tbx bottom the 'is at> of ft rivet that==from the yi ne of tbmr. as tbat bobs will be filed completely. mv,.wd the bollovr-mil,and twtbe provides]the mcaswtd 5.19 Spacing oS Rivets,S&evm and Bolts they are usaj is locations w'tct they wil)not b--tulrjected M appr> 1c tie stressex. Mmin=di==bcw�t jive+utters&W be 3 titters . the aosausal rives dusasctet.arum-&santx of b°h or 5.1.14 Steel Rivets mew•census shill be 2%time the nominal &mcu"-la built-vp atm aserabea the Out b the dircdoo of Stex3 rivets s n nvt be used ties aluminum sov=urns ttrm ssbaU be stub am the dlowsbk tures oo the individ- unto the damiattra it to be joints' m steel or when us]outside eheeeu cad shapes.trcaud as cDbn as hn int as eoamsim rrsistance of the struemrt:is not a MquhemenL ar d m one ball the riVCL 5= wboh hers tht so o-'tme is to be protected agair>st CMTC tion(See cffi.cdre lertgtb e9° T pitch exnri Man is Se�ion 6.6.1} cerds the ealeolma suss. ire Fags S & to the dbvzdoo or stress shall be such to the dlew•able 5.1.15 I,ocl bolts Stress is the outside charts,talculned from Scedos 3AS cxe-ads the caculawd stress.In this CRU the width b in Lo:kboljs da only be used when installed im coafor- Seetien 3.49 shill bt permiot:d to be talars as 0.99 whem t mance w•ilb the hrcM)olt rrtattufatturcrs sp-cfiattitxta and is the gage. whoa tbt:body dtamets and burring creat under the hnd and MM w Ock exlaivalent. art not IL-ts 1110 those of 1 conventional not and bolt c I-A-59 January 2DOD 111 additiot►tothe nquiremeut"of SeedOn 5.1.11A.bolts o,a so than the allowaw slip load Pw amt 5.1.16 siva Rohs shall be prbPtt .. from * is table is tion shall bt}DI-0 Fal`'a' of bob area dt mha W hm nwl bolts ars Used Kiwi- ncmdtt'rm namiaal diamacr o1 tbt bob shall be O=d to laud- au d.ttieclian�'O`am sued a�PO&W Pla mp nlculau its arr.>L tole ane Dtia ^of Load 11itsrd. ar 300 IW be subMitted prowto ssubstandu fta airosi to °f these pmdnes. AMpii.etloii raises Com S~ Ovefow LWG t,cal Consiations of sone POM n� �"Q�` �' 51.17 Slip-Cn IW hafts 1 91.173 Getacral �� bctt� t7>da a(�P 25 IDS 291101 2D ie 17 11S beth aluni mmn ad�MMIxn sho h. 7 Goe6 0.5d) as s4ta� Reseatdi Com AyrM A33 or be installed w de�clnp nunimtnr bob sjwcif cwion for St wrd Joirit� U n m�&d BOlts Seeti�tom 5.1.]7�. A�� $OItl. AaOrMak SIrt:SSJ DCSIi'a. =of nn6 m specs 5vaa 000°'�'� effezt o11 diptesSstsn bene.Thud the sayable sbcw for ft bah M996"' m aticm � Ot t°coe b rrk- vt n aid fartbt: ==bm the intron of ==W�saom of a3w ice,ad str_]sba11 be 5.1.17.4).the aSlo71'+bti bcari )odder 5.1.1753 vents (5c6am 3.4.5).ortbe�►sblt add 51172 NlRlCrW 51.17.6 Was sb be used utidw bah bm& and tmd= Aluni11um used is slip-ain.0 CWWCC6 s shad>�c a 113, asbm 1S� n��}Bots male is]d s>� m tat► sm SW wmly Ki& � I.S sbud We im w ouw P$•a sbal eOmPlY n''� � � 194 Gn&ML b) lava w%sh o:bay n sem Sn 6 i&(E tam)tbi*sritb &S774 A563 Gsadt Dll a AST)d be used. Thr Plate Lwhu or bar sbaD std P witb AVU F436-Bots.zma. madot boles:,sbvM JML wwaffs shall aatsd by tht:bm-SP or e�c=3 .era tM lion btn nxd ra be ba bw w'asl''-s shall be»s d in 1.S�G 133. e)V bm the a=fat of the belted��tt boh dpma them lim Lit D a phat is bevaed wssW sbaU be 51173 Holes bolm s» lWas sban be a maw bolm ovcmx s3osl"Mad boll TM a0=al dime11sivas 5.117:Installation the RCSC ftr cd:bleu.or thous sbva� in Bobs sb4 be 60=-d im ate= ' ' • far a3 bole tYF pc�� RCSC Spee{fimo0a - Specjf+cation. 5.1.17 A Dom=.u for Strencth 52 I q ta{ Stitching Staples jCbU mess m a bob sbaU 1104 C VI 21 loo hki Alowabbt a m v •'alua for marl ttttcbt ftd cm ba 'Ibc sbe•r tm sb�p>anc a11d 30cw%inc micuhtad loadrsltall be estsbb r-M fur bolts �&m the sb W Pte- Wes �&,cr.wBch itb Sntion S: sb ND'a)on�M*C=='W foss�O�dna edbodY Wm)ofabolL Mabe arses 5.3 Tapping SMIN(unftmlAConnections conn Pmmda°wp`� �awablebca-iagLts to flus s od D.f olloazng nonnoa aPP sp-„aSsd in 5ecoon 1.45. I=or bw7w&cad Ps A = thtt;ad ss'Wmr' 51.175 Desna FOr SGP Resta unit Iwo of enpgmCO blasted"itb tial slat 1p evelfi3eOt v�Vlcb dep-.s& m bm SSPC SP-5 w an c�rR loatio0 Aluminum t092=abst>au�f'ilc of?.0 mals M-05C avvate D nvtttini sem' ' w�ib atmlu alutt+inuaa surfatxs a zinc mm) i11 contact mum dry�'�'� °fbole diatnctst pattnsd suet s t nris •yid'a �tciems for D. rotttinal 4 �s(0.1 mm)ars Class B in axordanx ,%itb the D. = nominal x-asbcr ther diam.trt I osmfa=a shah be dtm' RCSC Specification ArMdh A- January 2DW I-A-60 d'mme� � P�st,a11 be�lesser of 1ariCf of the nominal 53.1.1.1 D.. = ". the sacs had a is : teasile uhim� �'_6 of acinF� contaz►a itb the sac=head n i Eg.S3.7J 31 F . teasi'lc ultin= a"m;* of imembcT TO 0 py . ^F„t 72=n COMO &=a 14b of mcmba TO m e� F,4o tem head t�ht s !ap.sbaMnon also ( 53.)a•'�l � a Cf'� M%Cb O° vmznl= pu a 431s:D) F»: CO � thielasss alit km-cnb lot t VQc�r in Surma A mmmbw of tb*&Pm 5312 Shy chaff be 8etu- of Sam=3 D lu uhimau shm n�ad the s� a = fa�ar �o.,•ablc slaar� = alba'*sbc&r form Pm teres► :tunes mut t m 5�on S 1.] V7 fariDr of safeq P. mined 8: 6.M ubism sbtw P� = Do shy sv=> sete+r nerd of y m1bt toss be s them 1.3 Pr P. a alloy able ttms�for=pm t3' P» s n�wnn'lc taaa++>"�P�s 532 T�1O° tbt� of the sa•vcb �c 1w8s.Vific& Oa _ p� : nottua�l P�'Om PQ sau► For MK•asha�if �m is T �� steal]be p! = noses Pa"o� V,:* the d =D�not]ets*m Sn 6 im(S thirlxss mobs >a m�0 CSD ias n3 mm) DOL txe:cd Ps aal"-Uilat as on fotosbal s�b--Ad f m�b�not m coOn=a'�'the i�� t>;4,=:.2-11 y= : tbicb� - - sae� l 3"Ot C11sem' P� t P»!", Of P�and P—d"miaed d d %11 thread a4 or dis'IIm1;Pm"' p sbam be taL�a m n e S3� t� isnD ao;it,clodtnit b]ou m 5t:6ons 5321 and this s�i°o sw apply m P. ADtbe=l 0.16c is (4Z moos)throw pa-Out � rwM mats ctaDbt t�-fotmiaL of 53=1 u�-oa►cost'"t3s` •"for Pu11int se a sem' tt17>1� T pDm1n p t c -as»&`" bcrvitbotnet-lf �be out of:th>•.aded peat s D� and'1) t;V�,design'migis for a�a�eaadi at U Sem L !~thtcads tsavw th:zarj t3�C F.G. P--UA" ms�� and t;�d• t s 3 man) Stem's they �t� .� m �� ])f;3or D.DSD m. .t.s 013 in.�S oar s �.5327-71 _ tafa��a ca--b a,anb� t>=9 The � Ins w t� �t s�� of ��.� m- •�,�non eacs:d � stnion =1 Ol far O.D60 is s t� j•j 3"a *M0 3.t.4.7bc wbas )C, s t <2 mm) (]5 mm I. s 0.1 is w sc=i 5.]6. =12D for OJ)v in•s t. shaD be a��•�'a� (2 undr t�= 3 MM)�� .• sn. mto c t,<63 a,m) 531 t�.abit bcs int b)for 0.1:5 in.c t-c 0...5 t _0.1"_� -T bt sbcar forcem �3 4S nor the allvv- P�s 1.3D F#c(0..5_ t•)+1.]6A�F�(` 5.3.2.7-11 force far to scrts -uma of this=C:6 m. I>;4 abler a....ording m sibs C)far Ors in• s t.s 0375 is(63 mm= t.= 10 mm) 53.11 COtlt7�os Sbrs* P �culmed (Eq.S?1.1-3) .m s,tw forst PC serew sha11 TOt xeesd as foumm (Eq. Ir I-A-61 a hcra January ZDDD The b1o_1' shear rupture anva-abk fotct P•,of weldcd _) for spaced dv= &tsor,thr=ad 13-pms AB.B.BP.BE eomrroetiata on a feamt pmb w'itb sb-m m some SM" and BT) and tension on the other eegnrests 1z • a)for 0.139 in.I s<s 21n(] fm F.Ar t F.A,• p s K D t F 5327 ) S.t-3 what t•_].01 fm LM ia.a "a 0.060 in. Oftr a ist: (I mm s 4 c 2 mm) 20 for DaobL s t•s J" P._(F.AFrA.y"• r+ b)for 21M c t•c Ar s Frost 5=it tit P, ?Jn) As,s p9m a=m teadom ps s I Fa l -4)+3. D F,,;(,' A.s net arta im them (E9.33Z.1-5) Ass net area is tcns;oo c)fm MA s t,=DM5 in.(ora s t,s s mm) 5.5 Laps in Building Sheatliong pr,a 1.63D t,Fa 55.1 Endlaps 53.= PnD-Ovv Miisimum eadl" ad be tbom is Table The nominal PO-Ova ssrta.'tb. P.. for pulft eoo- 5.53-1. wed matcial am the bead of a seta or wadm'if 552 Siddaps ic sbsxL the aaisitt,ttm zi8elap Ct3Fd(D=-DJ fE9-5.3E-7) Trorasmnsoi to'hc p- of the em• ds ax sae••loataom C1 D iar rois5nt shaD hart a w'idtb WPW � ,wbcae Cis to�aco6m d'p� ru off,and the mit MM dtklsp fm�"bm a and 0.7 for Ova m faaaising).Ds for•-aUeS•faster is the �idtb wcoos]to boli Thepitch. t}us 1 is(S larger of tbt :arta bad diameter M tare wash:diamt Far a tidal shit of a dtptb 1 •and sbsM be taken aw*Tw sham 112 iis.(13 moa). mm)sbe ssWmum side]ap fm bo&r00fia1 old sift sbsE bare a dsrcl�widtb egotl to the width of the nwrow=A S3" Tetnsioti m S—'s fin plus 2 ia.(50 zm)A aaP=aidw1 iba=with a&;&of of she saw sba� be 1 in.rS tmis)or less sbat bare m o sr]apo`pro"ea desiP dotc=vival by Tbv nlsimate retitle �ow•abIt teasrle cmPm:n m u dit em aU654bosiss featmt- determimed _=Wftw Set°'oa S.l.] by the U= of vdcty used or by M=m diis5 to Seeoom S.The intimae SS3 Fasteners is IAP: missile rapaeitf of the sacw sbaM notbe less dm 125 P- Minimaam siu of R12=mws or 3A 6im(S mm)dimuna r shall be »sad is end baps and sidt iapt.Mwt iavttm 5.4 Block Shear Rupture spa_-iis=for�c>�f"'s sly be 12 in.(300 allowable force P. of bolted mm).Eadlap fastcan aMW for she puspssc of imPming Tb=b1,* sbm rtVm clomm:ball be loausd and trwtt this 2 m (50 tam)from eonnccnom w a failmt path w•i$sbcw our am v-r a and scission on � the end of the owerlappft sbta for FsAm 2 F.A. 5.6 Flashings and Closures fE9 s.s-1) FULL inp sba11 be formed fnm alumitnsa a]1v1•sbxt of (F,�A,•+F.A,a►n• w sidine zpprm,mmly the surae thie>�m tk mofin� othsheat Unless eme eotnpvUv3ttas dxristine otber 4 F A n (E9 5'4.2) S 12 so-w's m 3n6ia.(5 tam)diam� Ps= (Fs A. w ,� • wzsc.ttst minim= rivm w scCom flashings m the n*609 m sidinP January 2000 I-A-62 Table 5.5.1-1 IJIINIIJIUM END LAPS Mw*wAm End LOPS own 2 an 3 an 12 or more Depth d section sbPT�1: Rool?ir�slope 1Z IMtf�en 49 eR 1 k or lets - (150� (�non aR had h Crestar"m 1 fn, o iti6 in. (lOD rnrn( less own=h (is W04 irm,*w Own 25or% less own 50 W46 h 6 h 6 n (15D ne+0 (160 net 2 ie.W owe WD� �p mm or NW1 C January 2DO0 Section S. Fabrication s" some elevated temrpexzWM wmmm=cb as fseaory , 6.1 Laying Out pain curing err foist of porcelain enamd exeatimts.ems A. Nola camas chap be ecnw pun&cd and cuwff''ince redtttx the anicat P of the metal Sino the to and Serb- amour�a of the redvcdoe w•3 •-try •�idi the aAoy and e},all be pune3ed or tRre'bed.Center pundh' � � used.a w� as w�itb the elev-+ued kmpamt ireg shall mac be used erbest such marls would rsmrin e �iia sw bx eosu;uhed for nacbanical fabricated mmmiaLF"IN eons far the pro xsW material. b. A setnpca=m eemmc6aa Shan be applied where neeusary is the layout of Citi-9 dime rsi 6,4 Punching. Drilling, and Rt:aming eoef m iem of cxpw sin dabe taken as D.D0t1013 p7 detract Fahrembeit(Q070W Per degree Ctntipad I The Wbw�ing rules for poaching,drilling.and tt:amin: chap be observed+ 6.2 Cutting a. Riva or bob boks shall be either pouched OF&Me& a. Mawrial sham be slurred,save&east vri&a rvtnc.or Prmrising sbaU nail be userd if the meal 1bicb= is are cart. AM ed ju which have baa cm by the we grc=tbaa the diemetc of the hole.The moons by p=css sban be plued w re:movs edge era.]s. which the dinmreta of a sob-prmcbed bale is Its;6AD thea of the f ida bole shag be at km 114 the IL curt edges drab be true mad meootb. and fret from &,ckwu of dre picas;and is so ase las th>m 1132 is. excessive burs or razed bm lz. (DI mm). c. Re-encam elm " be Maud by drOng prior to b. The finished di=mff of holes for cold-Mvet rivets cards=. sban be aot more em 4% pzma tbaa On momism' d. ON3.Veo carting ebaD moi be used w aluminum ants. dismetcr Of the viva. c. The finished dismcs ofboles foe hot-drivee tires thaD 5.3 Heating be not marc thaw 7%grcates fast the DamhW dam= Strvc x al material da am be hr.aed.with the fonow- of the siva. in excepnoo:c _ d. The faidod di.mmcw of bola for bola still bt iia taorconim 1116ie.(1.6tam)ler�Cthasthetaomit6lbatt IL Msu=W.sbaE bep smilmd w beheated to m=m P=MFre nal evmnections as Used. not u 4W? (20Dup for a p=iod mot diamets.unless slip- ri. exc=drww 30 min - Such beating Oban be done only e. If arcs boles mm be tnImTed tic admit the»vas OF v,-bm ps uper Umponxre corms':end sopa mkm ere bobs.the,&W be TcWWd.Poac matdang of boles tdsaD provided m iaaw then the Bmindoms os temp= Ut taw fen njc:imL Holm shag mot be drifted mfi Su and tune art esrefon;obsr►ed.if smsa�al material ni a aomer as to distort the =cat AD chips lodged subjc=cd to elcvsmd uszpwaum w fim in e�x cess of b=Tw= ,g tea= &ban be removed bdore the foregoing„*t a3ow•able au--sso "-be r+alo=d asmmbly. eonsislemt witb IX-1—da bbd for the asste:W aster the teanttg Pr0=5L 6.5 Riveting- b. For 57.'770 eariss aU075 w'& mfmm'um eomt u 65.1 Drives Head grater$tam 3 PMML bolding Vid&the mpannm range from 15D (66 IQ to 450"F (?,30 'Q must be The.driven bead orf olumimrm aneiy riven shall be of the avoided lin urdQ m taiaimuze the posst'btlity of flat at the cone point type.with dimensions as WMI: dation to WAntion and suits corrosion era 1•ing. a. �beads shat]btrve a diameter mot]mss than 1 A lima Ilse len of time es narr=ow it a critical factor is ; t magi bin int 0.4 of easitizatiem.Hot fora ft the nominal rivet diame lex and a hei�]i determining the degree times the aomirul rivet diameter. u=bniquex must iaeludenoir'beat W a Wnpexanme nen to exceed SSO'F a r1 >o tninim� loss Of b, Cone-post heads shall ha.�e a dimmers mot Its that 1.4 mechanical paopu*& Ferttming mm► be eomplaad times the Domino' rivet diarnmer and a height tt the before the metal cwk below•450"F(Z30'C).The metal ap-s of the cone not less that 0.65 times the nomird shthen be fens cmied.to drop the MCW temperature riv all et diameter.Mit included angle 0 the spa of the from 450'F('30'0)to 150`F(66'0')in the minimum cone shall be approximately 12T. time possible to FeveM sen6fi=6W• January 2000 1-A-64 • %udaces thaA be given a heavy con of lira*nximm 652 Hole Mag bituminous paha or other coning providing egoivakat Rivets shall 6116%holes complacly.Riva heads shall proteeutm bsfwt installation-Almnieum in COrdaa v'A be cm=cnVic %ifi the met boles Bud than be is proper esti or masonry shall be"My protected in uses coma.? with the %dace of dw mesal. vixen moinure is present and corrndentt wal be entrapped bctwthe surface. 65.3 Defective Rivets a Aluminum wrfaees w be embedded it comic Dtlecave rivets shall be removed by dn'lling. ordinarily need not be pai" unless eonosi.e componcau are added w the concrete or tmlet the 6.6 Painting assembly it subjected for extended periods w attremely corrosici vt W�wiiwi�G.i>w sw�i.:�++.t,r.�tiL•n1SS Surfaxt Strtsen>ret of the alloys Covered bg'this Speeif iemim are shall >i Ont Coat of suitable glfiltty paaa.:trtb n nal orditusn-]y paired Surficts dakpainted wfiert: zin molybdate primer cwformit w Federal Spp- a. 3Dl 4T6 alloys wt exposed w urmdve tn't irontnests. fics6cm 7T-P-64511 or equivalcoL w a th •'coling ad allali 7CASSaaa WWMinouts paia� mTpA b. aluminum allot puts are jib com=a w•itb,or art fastaaed wjib a suitable plastic tape applied in m cb a summa as to.uncoated sus]mtmImn or otber dkdmDw materials. w provide adequast prou=UM n dee over*¢I.lumi- e exposed to Crucnrrly oo.-vot'VC egmsdom sum than not be embedded in e000m to w&U cor- rosive eootponotts sueb as ehiaridesbave beezadded if d. required by the designer for rusoa of appearace- the a3uminum w3l be e]eetritalb mone"ted w steel. painting proa3me i%twvered im tle following Semon% d. Aluminum shat not be cuposed m w•eta the bas coxae 6.6.1 and 6.6.2.ltd naetbods of ckaaiog and prepa:stion m corataa sit s bcs•7 metal:�as copper n sorb an found in Seeom 6.7. (Iraoneut and painting of tlbe sucrate tau close carrosioto of alnminunL The heavyetrncn:re is a�nx w�iib tressed Stagy Mifisa7' mcW than be pointed or cwzd with plastic err the Sp=jfi-.%6ou ML--7D4 is ahm ac=ptable-) dM=;e 5x0® the me=] divested away lrom the 6.61 Contact with Dinimilar Materials a]urnirnuta are m%basal with.m t' ��aluminum only mquin addisonal Pn»:-'tion V.%= the ahudsm a11o3'parts wt sp=£icd by the detap:r w abate loamy CL are fastened to.rnl ttrsabas or oda=dnsu»s mats=ithe c�s3vt conditions. the alumiattm thud be kept from dssa Bantam with the ate•]err:othw dMo la material b3•p&bMM as follower 6.62 Over-All Painting . IL Suss] surfaces w be p]azed m �� with uncinated Stru-_tams of*t aDo)-s covered by this Speaj f amim ore aluminum she?be painted vi*good quality non lead either am ordinarily painted for Mcfa=pmuceom(w•itb for outlining p:kbr paint UCL as zinc molybdate.aDwd inion of 2014-7S w►$res expand w eoeroave ear>?oa- trpe p==is w•itb Federal Sp fifiamon macre)or we.made of prepainted amoknue component 7T F-6C5B.idlowed byzvm coos of paim comsissing of m j=strvetara art w be exposed w cxvwwb'coerotivc 2 lb.of alumbM passe pip<near(ASTM SPcdfi=dm coaditiow ova-all painting shall b:spr-:ifm& D962-Bl. Type 2. Qat B) Pa PTIM of •armisb mg=d>,g F k d Spedft dom 7T V41.Type II.°r the 6.T Cleaning and Treatment of Metal egwi%Mlent V%= severe carrosiao conditions -art exp---ted. adrltioaal prate_-tioa ca be obtained by Surfaces applying a saitswe sedans to the frying ru faces. prim to field painting of strvcwm.all stefa=to bt capable of a dudmg museum hurl the joint during painted shall be dcancd iitm ediar33 Wart peri wi&15 a prof ange:d satic a in addidw w the zine tnolyi&r, method than wal remove all dirt.oil,prase.chips,and oths nik)-d t•. prima.Aluminsmd.bot•dip gahmnized or foreips substance. els vo: -gvs aaized steel plasd is UM= w'itb ahmn- Fxpntd metal t es=shall be clewed%x*t tuiubk num need not be painted. Stainless steel (300 series) chemical cleans sudr as a solution of pbmphoae add and pl=ed in wnttaa witb alttam m is not required to be o-*manic solvents mems United Statex Ml wy Specifna- painted except in high chloride containing tion)&L-M-]0575.Abrasion-blasting that not b:orad w cnrirornrnentt aluminum leis than or equal to]It in.(3 mm)tWrL b. Aluminum Soil] not be placed is dire= contact with wood. fiberboard or other parous material thin absorbs water and caoseS corrosion.When 50J1 contacts cannot be twidcd.as insulating barrier lxtw'eza the almaiaum and the pw= material shat be insw3led. Aluminum I-A-55 January 2DD0 Section 7. Welded Construction 7.1 Allowable Stresses for Welded 732 Members with Tart of the Cron Stxtioa , Members W eld-i fee cted Far n=dm watb pan of the cost se:tioa wdd-af. 7.1.1 Central feaed,the allowable miss is 71e wcM-affected zone da be o&=to extend 1 in.M MM) t0 cacti side of the =eater of a weld M=luminl Fr. ` F. - = fFq.7.1.2-J) (F, • F.) la A properties far weld-aflcctmetal&MU be taken from Table waw 3.3-2 aLce t that F.values shall be muhi =d by 0.9.The modulus or r3amiciq•fur weld-affected meal is the sant as Fir= allowable tt>zss oa the crust secuoa,part or for moa-welded mea wisicb is wdd-affected. A1lesrwabic str»saealenlaaed in accordanecwith 5eaion F. = allowable svcu id no part of the&moss section were weld-atfexud.Use buckling cDanuts for 7.1.1 apply toe tmwc]ded metal bom Table 33-3 or 33.4 and 1) Wmbe n in sial teasioa with rmsv=se welds Mechanici1 Ps bw Table 33-1. off=ing tbeir&afire coat SCCd . 2)3twin= as wtld-offc=d metal F, = Ov able stases if the coin mm sectional are& 3) Columns or buns suppoeud at both ends with were weld-affected.Use bucI fid coastaats for ransvetae welds aff=ing tm entire crust ss =and so annealed material(Table 33-3)t�g-"ta of the fauthar than 0.05L from the ends. tempo bcfwc vrel ft.and mechm:vl props 4) Cohnnn ear bans or tubet or curved components tin from Table 33-2 euepa the for lon-isadsaal w-Ab t-aasresse WCM affecting their entire&suss s>Aoam, welds%-Om for F.. and F.. tram Table 33-2 axed sha10 be mukiplied br 0.75. 5)Flo eennpon n of enhmms or bums watb wr]ds at A = act mom:0=602111 ante Of It tauioa mctubm Of tae m rpw-md edEs wl!= Lmaioa flange of a b•-am;puss cross 5e6emal ADowabje zven s far tbx ws3ded mems da be acts of a cDh= or moa DMIC of ■ emlcukud from The same formulas as for Moo-wtlded bcam A b-.am flange sba0&antis,oftbe perdue mr=bss with on foloving adjusm=m of the secdot fa=tties than 2zG from the:nearval 1) ADowable strums fm as9a1 2r fyarmal t=sitm •wiscte a is the dsstaa0�from the tr_uL�a]ecru (Section;3.4.]tbroo fb 3.4.4).b_ ft(Secdaas 3.45 and 1D ft""""'fibs 3.4.6).and&sial or 9=ural i, nj or shear(Sactiomi A, = w Mjd-affe--sed e-vss sccdmW arm 3.4.7 through 3A21)with slendctmxs leis d=Sj 511a0 b- If A.a 0.15A.A."be ul=as zeta eml=lm using welda nz=bmcol propwdes from Table 33-L 7.13 ColutmaS or Beans with Transverse Allowabk strtases for Mrbms'ana curved Welds Awsf From Supports and in axw or ileoav11l eomprss esm er s1s0c(Sr»-ooas 3.4.10. CanL'1esem with Transverse Welds . • 3.4.12.and 3.4.16.1)witb'sleaaeaaess groves tb w S� " be calculated uft melded mechanical prMpe<ties fiom For eohttsms or b.-am sstppM a botb cads *iib Table 33-2 and b=krmg wngwa frflm Table 33-3 vansvese welds fa+thw than 0.05L from the manb=cads regardless of tempo brJoa w►eldinj. and csnn7ger columns or eamSem b=m uitb tsans�wu 3)Allow.abk stresses fog all other membstand eampo- wilds,allowable stresses shall be�t�is axordance with ff=to 7.1 Z 11s if the entire=Fos:s::tional aro:w aessts it axial or f kzung �uion ec shm(Se_^dos as 3.4.7 through 3A21)with slerAcmeM gr0aterthanSo shall weld-afiecsed. be calculated siting Moo-welded mechanical propMics from Table 33-1 and bunker&¢constants from Table 33-3 or 33- 7.2 Filler Wire 4 as approprim for the temper before welding:bowem. FU1c alloys shall be sekmed from Table 72-1. The The allowable suss a the weld shall not exceed the allow- allowable shsr sures i2 fillet welds Ad b:taken from able strzss calculawd irr aerordanx with (1)above. Table 72-2 or 72-3 For Filler wars not show-n in Table 73-2 or 72-3 minimum ne hanical propwtiet shall b: dmctnntr-d by testing is accordance with Section L 1-A-66 January 2DDD Table Z-20 Bee. Allowable Stresses for BUILDING � r...�wsble T 1 stress Type of Member or Component 3.1. ee end Slmllar Type structured t Ty. 16.' ; 6005—T5 Extrusions TENSION.!111!1 Any lonslon member Tltlokll411118e9 UP Thttriph 1.00 In. I .1ua Fledeflgulsr lubes.shucluni 4-DT--v'% 2 19 ,• 8106—T6 hro oh O.�o in. shapes 119111 No" shag I* ' 1 Thlekn§9999 Up T TENSION IN 3 14 l3• slAMe. ROUnd or olrel lubesWMTE BAfiss apply a nen--� ouffern-Ober. 17.5 . ffWnbRf11 wt kW4091e lertllel Illsn 1.0111.Ilerhl weld. net Seaton t3hep99 b9n1 sbeul week side. 1 •••F-+ 4 le SHADED GARB sPOF VAM"1.0 In.d e�• to both. berg,1116169 ! N19 shaded endded!1999�h J 39 i, 75 EW0,W VW pir ddl/ 0.4.10. welds.��el Seate119 On►hrele and bills spar Mabe§wNh dreurd�nl1N Is 7.4.11.end 7.4.10.1 1pPh lel 1%,1.20. lAA1N0 On not sudmwl end pklo end On�1i k1 Noiled 0 ib stand 1 19999 eAnewsble 1999! sN+1d��s stand 1019 i So hops Allowable Olenderns9e s 1,9esR Uffin s. •see. 11119+9 1,111111 s1 few""C MW Type 91 IlAenhb9►ar CelnphS R.4. ps11�„ws A a1a,19Wt1/t1' Type 01111112! II/F-1i6 IUr -11 70.1.0.116Itl/rl 1 .- _ At/F-70 11�011►1htUlr) COMPAl//Iota T _ loi IN COLUMNS. AN oo1wmf 10,9 1�/►IMl M+10 spiel.gross hrl•i.•1 1).1-o.n tMl seallon it . . ... M+1! 13 MIM) Flsl plsles supported WOO WW -_11••x.•11•• a • _. .. .. ... .; IO S edge.columns btmk*l about i L 10.9mail — tenY1M1' i syrwnelrl axle 10.1.10.79IM) 71 MA+le 1l7191�1' Flet piste•gUpWod slang one �.+U 0.1 . ....., ... ... . 103 edge•Columns notblwidln lout ' IU.! 4NWM1 s symmslly•pie M•as Id-9.'1 11.1-11.7!IMI 1-9-1 1" 9 .?!_. _. . .. _. .. . Ica M.4� � e+ont+►t COMPRESSION Flit platy vitt both H r"141. '1f _ �s�,,� fH all- • , lu.� IN0.e.t•1 COMp'W'IENTs Ess Seotohh OF COLUMNS F1i1 phhs wllh one edge supvo h end eoler edge will 9'a- x1111enef sealer rrTT'11 1N 1e000n 7.4.9.3 GO Flel pkdgvwill beth 1 1 8.Z edges WPPM"endith wF ' 1 Rr A•111 x:1111 an InlomedlNe 1l11ern1 ASA.7.i i7'7_o;� Rpll IR61110 • R'f/dal it Wo Currwd pial.g gums ad n. � n. 1 Os _:.. .. IRIA+l.1 R.A both $ on edges.wale of • round or oval tabes - ANow0b1•dhMo 2 Allow" /h�mi]l0 w� bdn • .. •.I.�Lhwl � e.i. some Until e/' ww1Asl Type el MMM orCo"W 3.4. L/r�e� fl a tlhlt�9w7t)oWv Typo Of Sir••• 331-0.11114ry �• a s� • ((�Ir li N 9NgN web banbad•boT — 11 -•-• ,-,r .,••,.....,••. ...; i �,; �:• oa ti,.r r -♦�-C ,� �.�', ' • , • 111.01 8hIn+0•, c /Irene sr`h R .:/ >,a-1.'10 - - Ees•en 9.1.10 1804 W 153. .,_ •'10,1 +i.il , •. COMPAElIt10N Round or swI WMe 11', • i' ,f j_jj allIN dOEAMd. yl .q 10.9-o t7rh _ ..• (Alr)I(LIP) •nh•m•INI•f doMd nsl0ngu WW1-11— a M 1 3 '7J.7�:•' ZA N1 groes _�1]!.•,- ` �r7 a [ t/a,�7•lino �Ul .._ section rdeeoMont»arn0 it .,ted./,a .IN il.,-0.l1 1*j:-s• •�'d r11f0 (I,rq.�1 ) AscUnglllsrhMssnd '�•�(] a� 14 -.__T_ __,•-r' . :i . ,+' '. .10.! «, .� �1''" box seetons u /h.lf./ 11.7-0.f7 M N�•l0 . I/MM1 Flat piNee suipMond an � �-1 1 G 10!• �• r�i• +� , - . SNIWMII _ . ono edge y'il� 1Mr.1131 ' 11 a-a.if Mh M1-7]r _ !N1►lMl COMPd1ON Flal p11s%*Wi both dge 0P � T u 6Rw°o.f/ IN 1.6 s 111 - tA1N1 COMPONENTSop§RAMBe A _ ._ ,• • •••• r •- i•A�1 Curved piste/slrpp0dw 16.1' �.. [ IL4 (OO1TI an both edges dee onom 9.1.10.0 under 1RAern' Flel plaloe wlMf one odge D 16.2 canlpn/1110n). OuppMed end the Other gross.fallen rdr with Ntlener a"doom 9,1.10.9 Fled plates pont bots 18.3 _ . ed0�elrpperled/xld wIMI bl1 a If I.,IMMIMi� . wn hNermwdlwN sllllane► 1N,./f IU.a-1-- M _ FIN phtoo willh -' t b, 1 l 1f, :_.. y:. ..• . ,t' 17� ,. 1f .• ,,1 M�r COMPAlddgN 0018W, WO edga free. l-•.��'T 7a . IN lenslen edge nrpWvd 7/ 1Nr•10 ,= 0.11..... - •117011M) COMPONENT/ ...... MIv 113 Flet plate WO beth aft" Ih !�y:r 10 ,., 'it • . •" . or sEAMs. I "�• U s'� 1yr�•177 7wrvhMl tcen+Vof+wN suppen.d se.!-..117 M . - - •- uldw bendN/01n l0- _ .lot plow) FIN place wNh haviserdsl T19 .aa• 17 a •• 'M 7roo 7,Wor1M� MM snn0ner.both edges '' 1 '•+� Mr.d! gross seeton svpp�rd bh 76 • l a.`-110ff M.. ,, I '' ' un.nrl.rl.d (� Z0 • '•• 'r '-' 6 aa:Itnule.nr' Wall S sNlAP usl webs + 1.....� �. 1 1/ 0.4 WIN IN WEsO. f1 A/. l7WIM1e.n1' gas SlNlened lint wwb! 11. 21. •: j wwellen - -- . .. .n Table Z-Z1 Cie• low '�'"" Allowable S�resees for BUILDING Type el Member er Cotnpanmi i.l. E Structures and Similar Typ ler�an ml •r 1 to 6061 Thr A tit •� -T651 r 46510vr-T6511 TENdION,ow Any . . Shoot i Plsls•Pipe ' 'I Extrusions up Ihru 1 In., sr prawn Tutu. R. Wttr Iible,slrucMd .�.0�y1 Z N ��,l�t= Signded StruClursl ShsPe shapes bent wwiw elmno 8* `� '� polled Rod and Bert 6361-76 Extrusions TENSION IN 3� r If;l1 .,�,�.ws. ++ .d we and Ia waded eslrarm Nber. lAl ffwn*ws sl IeeaN�hr W IhM 1.0 NI.Iler11 a*aid• nal seollon Mapes bowl"B d weak asla. 1 -•F-♦ • 4 io 1.0In.d•web. bars.plates ,� •8 ED BARB epph areas�phr b beth. OmW 5 ff erwrllel weid�equaNs+w d seeNaw 3.4.10. On rWe and bola -For tubes a.d.1t,end 3.4.16.1 apply kW MAI 20. 9lARINO On net surfaces end plus Md an bolls M elothd 8 ii „ , ANew1bN Ste Was AllewebM ehese ShndNnoee eNndwnees a R1 see. /1Uew1Me ete^d^nssI Ilisnderne" I.lndl so fltvest Lhl�l dr am*"A and P* Type Of slreee Type Of Member er CemperMd 0.4. X111116 -.71 jawhitilhlr IU1••� �U► .• mei-o.tisAult .._ ._. _. -• --• � COMPRESeION 'l ----• - .`-- .. . -_ .....slit •• AIJr•0!t lI.•R>ntd/tl IN COLUMNS. •�' AN eolumrn lit' , • ' p.l0 ily1M1 wwlel.grow _..-_. ._. .... _.. so~ AIA 1.1 1l.1-0.711Mt se _ -_ ..._ . . 1lNi�Al Rel pleas euppoltad a"one ...�- - _"' 11� N1 a 139 edge.Columns buck*V obou1• M_,i• I1fflY1Ml'.._•: symmetry ash bbl■i.T il.1-11.1!1M1 l plas nrppoNed N"ane - 13.1 _ it FIN te — T__ ,• - 1iY,.„-',» r: �.MA•I�t :::;.. H70►h1� edge-Columrn not bucldln0 @bout l it.r a :,.,,• ,+ ,•'• ' � � �' •ti - !! swMIM1 e symmeby owls M.8.4 2l.1-0.29 1M1 ,,_ .. .•. wlNrbolh g it• - .... . _..,...,.- .. Ill,.. I,q.+I! N01(Mt COMION PRESSFtel plot" H iI i , '�•.. IN edges etgpalad -406 : COMPONENTS See SsC00n OP COLUMN• Flet plates w1M WW edge 9.1 toss supporta MW am sdV ellh sNNarler FI seoNan see seesaw s.�•e.lt C- N plates wlih both 9.Z edgeg supporurd and wMh ( I ' R�A enhWIP0dlale20110 r .1!1 11O N it (N1 /fS)' - Curved plat"suppodod no �• �(�a ....-- -•- ---- I j •0.10 1r 111/1 3!'0 on both edges.w1Nt of r` , 1 i1 RSA•!0 +a� • , a I .;• ..... . i. round or erat lubes "a w See. Allewabte Sirndanalss A s wle IftMf 911011111Btenderne@s Allews6la fs tsss c Type of 611`91111 Type of Member or Cempolant 3.1. tllreeef s Umn a, sawro w A and to Lhnivesll Be is1e1111e111!! so or `2 11 I,Ir�•L1 1.1.9-U.114 1wr. 1,/Ir.•19 111_ .01111 c Singis web beams bent eboul _�T- — 11 I!f `• L�/F, 1!: M • {l r�r'1' p can axis ,,, �, w• 75 Ir✓r.71 ant.!-7.7n •Ir JrJ1.$1 sww■■� coNl�nesswn 12• a islhound or argil lubes . R s.alen 0.4.10 (� .1l7 IN esAMs. v -1 Uf Jlff.lt ' .»•! � •,. � , exirem@ Mbar r-•i1— 711 riR��1� 1U,!-f1.91Ah� r/l�•i7 11�_ grants Solid redangulw and13 Will'1.1. IAl section round section beans "I • let M •7e NI!-0.9301 _- • 1••7 1'1 :t Rectangular tubes and •�•Y 1 1„ 4 d , .711001 1!• .�•s�f `Ul u .121 171• 4 •� box se000ns • — � .. . Mt b.e 7i.!-n.l1 M Mal" IobIM1 Fist plates supported on r • 1 71 ■ 11t 6000154 1e7►(M) ihl.. 7t Mr•:l =t.J-n.t�M me w.1.1 gMV11141 COMPRst{s10N not plates with both ^ �- 1 t� lif Nr 1st lOOryMI IN edges supported ' v 171 COMPONENTS lli�, 1 R�r'111 �llrNl OF BEAMS, Curved plates supported Rb 1 11 1 R,II•I.fi t • • MOM1..1-u.�� 1 • . Rel•sou (cornponerd on both edge 141 under uniform Fist plates wllh am edge aompr@eelon)• supported end the other �. 16.Z Sa 6s1:Non 2.1.Ie.Z gross■■coon odge wllh sltilsnsr not plates wllh both now Eosoen 0.1.16.2 edges eupporlad and with 16.3 an brrermedlate snnwnw► �,wxwMlr Flet plelaa with 1 1 t_ -J 1M Mr•o.s 1n -1.11 M hr•is COMPRESSION ce mom edge free, '. •+•{-.-•{T 17 . ,IO.S-lar 7q MI•to •1•ogMlMlr IN lenslon edge supported 1 1 lel • MI 17 COMPONENTd � h/1.1e 1111-U.11 alt 1 - 1 t�i<WM1 OF BEAMS. Fist plot@ wlel both wipes 1if �- 1 g 1A :: IfM►rMl (cm 1ponelN supported bhf!t under' Nr Flat viola with horizontal 494 lM MI�(117 MI.!-0.117 M b/o�1 i1 �Nxr1Mt own arw) solloner,beth edges 114", +* 19 6h 7 t �511111t 1 r 161 ■ H gross■@coon • lot _ M supported .. 13 IMI��6 17.6-Ir.IN�M IY1■ Unsllilaned A! �J■x1ryM1• • SHEAR I 20 7.lf Mr.77t al7rinMIM! net webs 1.lf rr IN woes. _ - ..,r■sww,nr' Prete anllerred slut webs *= Z1' , section w w�Ill •d.7{@,ler) 1 tt�l �1 rr i.lf _ r. 7.1f .. 0.11'et=• !).OW�14h)r Table 2.22 sic. •.,OW'W°h"' Allowable Stresses for BUILDING T1. ,f SUea9 Type of M9mber W Compinnnl 3.4. and similar Type Structures TENSION,ant Any MOMmalnbar 1 9•! e.s ' 6063-T6 r ERUU$lons Aeclanpular lube.111MC1tnal .j OT 0%^ 2 9.3 (Thlelcnuss up thyu 0.500 in.) shapes bail around sit"Gala i' TENSION IN HAMS. 1 g extreme Aber. Round■r oval lubes .�O Q'_ 3 11.7 ; "111711 BAR, so*M nsrwwldud rrrerrArers and re"'�d■d not section shapes bent eboul x011111 awls, 1 .... W 4 13.3 I.S ntenl6en el locallnn0 IarlfN►Ilan 1.0 in.ham■Weld. W11114 plalas 8F111DED BARS apply wkW 1.0 MI.of a wind. Win shsdW andn ueh0drd b beM1. r 1� 1 EgrraMerrg Met etr0ddlr bele appy and bells 5 f7 a welds.squsssns d SsaMorw 3.4.10. on rivets •For Mwe wqh dralardwwG BEARING on not sonatas and pins and on bolt In slotted ;.Id 3A.1111,00`11113-4-16-1 apply for MA•to. holes Olelriemess AlleSlrsse �11lfe si. Sea. AllewabM Slwldsrnss9 U"N I.•Inas 1.111111 sr rType of•11009 Type of Mslnllsr or CempbrsnA 2.4. sew•N l l.IwwrIAIA'•1 •Lti.r •— I1h .11 r, COMPRltletON T - A4h•tID• !IIW►1, IN COLUMNe. 11M columns �! U# M69 , 1.!+O.g711k1/►) swill.gross IUlnhh) section _ 1p.p.13 tMl h+l■Ib Fiat P19109 supporled dong ala 1 1 O 9j. . . :•• . ' eA.la 191016011 edge.cohnrw+s buckling about■ "I 1—T 6! 611 1si1r1Mlr symmelry swill M■1 ti 9.7 lyl■l.a 111-O.li(�) Flat plains suPPorled a"one w _ . .._ . . . +�•11 Il10►IMl' edge.Wums not budlln0 about 'L"�"U u1 '10 O.lA tM) .. w 0ynsr10try awls .'' '. !11'1■IR . ' .a1 7rwn+►t In.n-n.O111M1 1"� 9.5 Flat pining wllh both 9 - ; ry1.19 711M/b1) IN edges euppo led COMPONENT• 3.4.11.1OR COLUMNS Flat Pon lates with oedge 9.1 glocilon prosesupporled end other edge with smog" ellllerw E— C- Flat pleloo vdlh both ( awe aegeon 7.�.e.a 1 1 9.2 edges supported and wah .Z an inlermedlsle sI111sMr F,A•110 1v Curved Pis R tes supparlsd R. It �' ._. •_ IR'hlll ' ��31r $ 01.17 • w r I,A•�lo on boat edeas,woes ei e.f RSA■In:. round or avid lubes . �- See. A11111rN1ria :BWWmsa ANewel�a S1nsaSh""NM ass Ump •leedelI 41a d1 Type of stress Type o1 MIIMW or CtmlponOd 9.4. Slrsss`` M11#I Now""a.wd a, a' <v fah.■i l! �T�IU .Z !� 1 f r,■ill Ill.a-IIdIJbI�/►, N tih+gdavMb beeoul ov nn bend eb v slr addle j• -`- R.! �' 1,fri•a 1 I• 10.! rr a r v w�, 11.!-airs JW.71 !1/1■1111 game es I1.9 aeeNpl7.�.1a COMPAEssN7N Sound or oral lubes ,6(.' ] 12* t . Rr!►.61 ILt-eel r r E.R" IN■EAMe. V rr7�.11 1I.a1N1 extreme Ilbsr 1,-,It•.. 1 dAFN�It It.i-O.ibdh�CTJ fit••. - Sopd IedarM ler end — • 13 : , .as (Mrd(Lst'a) gross �e .Mpj•3I :,• 11.7•Ltud"�f 77 ,1;1 section round aacllon!nems t.3 ' � •esti! I•_I.IIINI •.. i+s►/.p.71N IN.!-11.11111 L.1r, . .� . r 1 neelangulerlubee.nd •Q �. 14 A.! is, ,3�J•aite le.t•ooio a1s, , .3uo L.S./ �(;1 ban eeeN:er 1 i1MIN11 9.! All■t.! 11.11-0.17M Ah■Ilt Flet 1961109 supported on 6-r�j-�b 1 15 _ 6.! ih 11 1311►1M►1 one edge 1 L 6.! . �_� ,-- 3prr►.nl -16M-stir 9 AN as 11.11-0.0011 M Mr■Ns cvMPREss1vN FlelpleleewlthbI Tl..�• 18 t.! as M,.tt larlW►! IN edges supported 11011 R,/f■a.l got■1111 COMPONENTS Rb 11.3 (A 1011 • Rrl11JS)1 OF SEAMS, Curved plates supported * R�1•!10 �' '16.1 t R�.u.3 >.t-u.l! � r (cornponanl on both edges under"Mm Fisc 0811111100 ane edge Bee Seaton 1.00.18.2 oompreaslon). supporlad end the other 16.2 gross eecavn edge wilh sallener Flsl plales wlal bogs 16.3 Sae Be1Son 3.4.1 as adgee supported end wNh F*� F9 an InIwrn1r1 lwle eNllener =bw*t h■37 I.asYlMlr _ I1.! "oil Fled 110101 0011 sI.spYlMir COMPRESSION comin„slon edge free. '�•R-T 17 t.! Mi■33 h■i! IN lenslon edge supported 111��, M Ml■113 hlwMl COMPONENTS h►r.AI 11.1-Ilat/ OR s[AMB, Flal plele%4M both edges T Ih /� 18 ". 83IYr•I ld• . ' M) Icemponenl supported 3.11Ne1M1 hry■111 11.3-It.a!3 M AN■!111 under bendkrg M In plate wllh trerl:anlN T�* 19 13!� _ ZXMMl Plane) edge 11Ar•170 awn pl 1 sgllerter,both e 3.! — t.! ' gross go~ Move bit !•;IIIswM1r MI■11 1i.7-a.1131M s Undllfaned T J. 20 -7 Ah.1ull 3l�ll�lMi' sNtAa flat wrebe 1 in Wass. a N■ s ••a■■r1.,nr' 'w groes loner ed Nat Mrobe 21 !0 all-Ill • !lAllOrle hl'' seegon w_-a.l f •0.7(0,/■1) 1-.. .•.�••i. .,1 !.q Table 2-23 ,.,r•wsbH Slrrss T�, it 911`6.. Type sl Member a1`COMPUTINd �e°' Allowable Stresses for WILDING and Similar Type Structures C 6.! TENl:ION,s11N Any lenslen member �a 6063-T6 EAtruslonst Plp9 nec"ule Ribes,slruclurld �'0'F 11'� 2 IS I '• 6� TENSION IN Ompis bent 91`01#14 e110np 9110 , 3 Few+d eavid l wbeeeEAMs, O e.o 1� "ITE BARS sPPl7lenumvelded nranarsr•srrd to welded ewrremw rrber, not seeaen w M hreallene IsrOrs►Nr•n 1.0 In.from a�• 9hepss bent ebWA work aeb. 1 �1`•••1 B 4 111 � e•!' rnerrrbsr bete,plNes 91iADE0 BAn9 apply vdom t A In.of e"M- 1 i 1 EgWMaM#ref d►sdoM lira eAs* OW en d oeee W*10 9elh. � W tien6 e18et 7.0.10. On rivals end bolls • : ,Fur%jM.Alit errllsl welds,egrre DURING On tial swisces and pine end 0n boils In s101Md 6 21 i 1 Id 2.4.12.and 3•4.19.1 apply for R•fi- 20• holes Apow*lw Maes• 111sndsmessl•rrla•s s sr s hffid Mr straws glendv"w6• *pdem"s Until a, faa ►„ see. lll,.�s �Imll a, Type of 611`989er sss Type of Member Coelpen!nl !I IIglWllh)' 11.1-0074IAUFI AIA—711 COMPRE�JSION AUi• go _. I _ llaKllMlAl/I'1' IN COLUMNS, AN columns 7 6,! AUr■t! "viol.gross sectionMail 111rIMl M■1•4 16.1-0.46 IM) Flet postal 6upporled slog on edge-columns buckW9 6110111■ 1 C I�T A!. ,,, I 6.3 M o tu symmetry attls M■I! 1911riwlir i! bdl 1•q 1&1 -II.s6tM1 Flet P181169 suPPONed a"Ona _ V1■11 1l11rVr'h' edge.colurrele not buckling sbaul -�--�U �•1 ,- 6! 6.! 6 symmetry @Ih Nl.le e1IriM1 �„) 1! ►,q.7.R . 16.1 - O.Id/IMl 111.67 H 9 •'• 410(&AI COMPRESSION Flel Plslea wllh beth : : 6� IN edges supported e.! COMPONENTS OF COLUMNS Flat pleles wllh one edge '9.1 Bao SeNlon 7.A.0.1 Won supp0rtad end olhar edge"Oh section sNlisner Flsl plales with bothdges F—%,' , rT1 9.2 Sp so~46469.2 C esupported end wllh I • ' an Inlenned ole stiffener Or A-166 !11N1 roh. 1� 1666-a.Nl r g fr.n•I., Curved pities supplR pill • F111"11 aled 'Os r 11�I1.l10 C2 on both edges.walls OI round or oval lubes . ® i 1 ANew�"121 olandlrrnee9 Allea tiv lUees See. 819110111 e S Limit v se .O�nller ser umlt So shnlNf�.•s.� W Type Of Member Or Colnpen9111 �,�. .e 111dN►(1 Type Of Slr99e W�.•� _ rr■1,1 l Ik7-0.1111Lr1r.. . 1l,r,lr�1' 9 web b99fne tt9M 9bou1 S 1 }!S' '• 1' 'i.S- L,* •lie , N s1n91 1 _ oektxtg at►le R�1■1111 Same a9 t7 tr�f. I 17.7-1.711 s f So~3.4-10 ar w, w. '1. .••. R��am 1Ze ••r : 119-e.il / COMPRESSION Round or oval lubes -b�' ' t Ar/f•d3 • ' 11 AINI IN BEAMS. •11 3i•p-II'l7iN' �/ IAlfl'ILFIAI extreme INM alar and r—11— W .13 111 ea ,�j r 77 gross sons reelanil Else.! - 24,111111 found Mallon beams L 130 OS. �r'r" • sactlon 45.E ■14! 16.7-0.141 Lott rn .S 1 1! s• N � r• - .7690 << r Reclsn9es olar luband '�" U a• 1 4 s - i! • Nr•11 1l7hMt how sections iNo■7.A 11.11-t1.�A M rr-,r-1 r■ !. ,,.• IYIf•37 137IIM) Flet Pisles supported on r s 15 L i,! Nf.�o IMgMt one edge h//•11 19.It-0.170 M 17 Nf•7d 4edlbll) ^ r 1 6.! COMPRESSION Flal plates with both T , `./ e•! - . � 1MN1 IN edges supported 1 R f■0.1 111.5-II.S9 „If Rrh•111N f 1R � (Rsh111 • N1111/711 COMPONENTI! � R 111/+510 CO PONE Cufwdpis%@etWpal n1 On both 91199• (carnptm9 see SlraMen 2.4.19.3 under unllOarl Fiat plelee with ena edge 10.2 compresttlon). supported and e»Oefer grove evaden edge w11h s011ener gas Section 1.4.19.1 Flatplates wtih both edges F1 18.3 edges supported and with I I Mf•17 4.wsrfMl' an Inlermedtale stlnent!r N/.9.N 371-Il.el WI 4,9111Y1M1' R Flet plates Mlht► 17 9COMPRESSION P10162 -T s.! "' I1MryM1 �, bh•911 IN It!rfslon edge supported Alf•SI 37.9•-0.117 M . 1a"14I COMPONENTS at IW•14i Flat Plate with both edges T Tti S! rawMl OP BEAMS. 11 �� ' ".' � ti"."" (a�sm supported h/r.Ito 31.9-O.INt/M i9UM1 iii .. 1Vf.I40 Flet plate with hOr1=ofdN e.! under bendhrO Mt 9 .. . awn plane) s011ensr.both edges - +e.! ' Mt•7e 7l,INSMIMI• prose E. ) n * d Mf.!v 10.7-11.0lf+M 197rrt1YtMlr 9.! /yf r It10 , Unsllllened j I zU _ 7.9 „�Newe.bt' :S11.7 IN WEBS SHEAR not webs 1 w,n•t a T .•-- _% T T a•N w a-rr� prose 6Uaened"011Z wwba I=■� u1 1� 9.9 - �•, sea•or. w_ 1 •O.tta,fa" Ti.BLF i. N�WIIhIr,L SHS t.WD TEWSLE 5TRESS� FOR ST/JH' �55 S i sL STEEL SOL-IS F ?. ?, IJl iJ1E TY?E D�.t E /►i'.'c!: Dtlti H.1+D r• Nis I inin` in. I k5i kW .. r 113.71 56 0 295x.•5 $ 5 5.5. 0.��6 O.D1,, U.Zf.2 -3.7 I 55.0 415 79B 0 B S.S. 0.164 10.021 G X12 _� ::e VON 4 1 o S.S. 0.190 e.D:e 0.551 :.�., D"BI) 2 55.0 905 8 1< 5 5. U42 D.04: 3.7 1>~5 -a 7 55.0 967 1!4 ' S.S. 0.250 D•�Q D•�BD �;.7 56.0 1257 2410 � 17 SS. UES D.051 D.50D Z3.7 ¢.D 2175 4173 3?8- S.S. D.375 0.110 O.E25 _ 5�D 3859 -,08 •,T- S.S. D.530 D.195 D.750 33SE O ET DS 15`M 344 ' SS. U.750 D"2 i.DDD Z3.7 F=_FE?SNC=: ;XE S T MDARD: SPe�t tat t" a d'-s'r dCold-F=ed Stainless Ste--Str A -a1 I- —' f.S:E-6.90;,age 29 BUILD the REST 230 SUN & SHADE ROOMS: STRAIGHT EAVE FOUR SEASONS" ROOF PANELS WITH H-BEAMS , ► S U N R O O 3O S JI N ?t!t¢ric.i3(Of C�'+fi.�sL'Yo,&'S ENGINEERING AND STRUCTURAL LOADING INFORMATION ........_ __._... ...., t•1t:clz EFFECTIVE DATE 8-04 LD REVISION:B 7 FOOT SAVE HEIGHT I FOOT SAVE HEIGHT 9 FOOT SAVE HEIGHT MAXMUM FRONT WALL VVWDOW SIE MAXIMUM FRONT WALL WMDOW 812E MAXIMUM FROW WALL WINDOW SRE UNIT ROOF MAXMIIM rwNoow rwwow rwwow rwwow rwwow •wwow rwwow rwRaow rwErtOw SPAN LIVE LOAD ROOF ww aQo ww aem ww a" ww vso ww aso wwo omm wwo aew ww) wwo aso GOVERNED BY INE LOAD EXPOSURE EXPOSURE EX►OWRE EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXPOSURE Yrl ■ CD 8 C D ■ C D 8 C D 8 C D ■ C D ■ C D ■ C D S C D fmMl 1M"I � ( )(�)1WO)(.0)lel l� (nM lam)1 )MM)(.0)(� (-M)(:) 1 1 ('M) )(mph)1 ) faPlq 1 ) 1 4 7 ruurwurr+,aw 90 170 130 116 180 125 110 145 110 100 140 105 95 130 100 90 125 95 85 116 90 80 115 90 80 100 60 70 (p) raurrwwww 129 170 130 115 160 125 110 145 110 100 140 105 95 130 100 90 125 95 85 115 90 80 115 90 80 100 80 70 rarrur we.�ur 200 170 130 115 180 125 110 145 110 100 140 105 95 130 100 90 125 95 85 116 90 80 115 90 80 100 00 70 8 runrV.ymwxaw 67 160 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 80 70 (p) r�Luw�wrwx�ur 97 160 125 110 180 125 110 145 110 100 130 100 90 130 100 90 125 95 85 116 90 80 110 85 75 100 8D 70 rmuuw rw�w 157 160 125 110 160 125 110 145 1101 1D0 1301 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 SD 70 y r uurYuwwww 52 160 125 110160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 8D 70 (p) rMANOLM Maps 75 160 125 110 180 125 110 145 110 100 130 1001 90 1301 100 90 125 95 85 115 90 80 110 85 76 100 80 70 rowrcw w+r.w 122 160.125 110 160 125 110 145 110 1D0 130 1001 90 130 100 90 125 95 85 1151 90 1 80 110 85 75 100 80 70 10 rKww,rrMNw 41 155 120 105 155.120 106 146 110 100 125 95 1 85 125 95 85 125 95 05 1101 85 75 110 86 1 75 1 1001 80 70 (R) 80 155 120 105 1551 120 105 145 110 100 125 95 85 125 95 85 125 95 85 1101 95 75 110 85 75 1001 00 70 rorwyM wMaw 97 155 120 105 11551 120 105 146 110 100 125 95 85 125 95 86 125 95 85 1101 95 75 110 85 76 1001 80 70 11 rauruurrw�aur 33 145 110 100 1451 110 100 145 110 100 115 W 80 115 90 80 115 W 80 100 80 70 100 80 70 1001 SD 70 (1Q 48 145 110 100 1451 110 100 145 110 100 115 90 80 115 90 80 115 90 SO 100 80 70 100 80 70 JODI SD 70 rorwuMrwp�r 79 145 110 100 1451 110 100 145 110 100 115 90 80 115 90 80 115 90 80 100 SO 70 100 80 70 100 SD 70 12 28 140 105 95 1401 105 95 140 105 95 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 (p) rrurw+rrwc�r 40 1140 105 95 140 105 95 140 105 95 110 85 75 110 85 75 110 85 75 96 70 66 95 70 65 95 70 65 rwsw�rw»r.r N 140 105 95 140 105 95 140 105 95 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 13 rrarw+rwxaw 23 130 100 90 130 100 90 13D 100 90 100 80 70 1 1001 80 70 100 80 70 95 70 55 95 70 65 95 70 65 (p) rr�rrwmxaw� 34 130 100 90 130 100 90 1130 100 90 100 SO 70 1001 80 70 100 80 70 95 70 65 95 70 65 95 70 65 rmwuwwwaw 55 130 100 90 130 100 90 130 100 90 100 80 70 100 SO 70 100 80 70 95 70 65 95 70 65 95 70 65 14 rruwuurwxawl 20 140 1051 95 140 105 95 140 105 95 115 90 SO 115 90 SO 115 90 60 100 90 70 100 80 70 100 SO 70 (p) r�tuwwurwMaur 29 1401 105 95 140 105 95 140 105 95 115 90 80 115 90 80 115 90 80 100 80 70 100 80 70 100 80 70 raomLurwipaw 47 1401 105 95 140 105 95 140 105 95 115 90 80 115 90 SO 115 90 80 100 80 70 100 80 70 100 SD 70 1S ruwuur++xaw 17 125 95 85 125 95 86 1251 95 85 115 90 80 115 90 80 115 90 80 100 80 70 100 80 76 100 80 1 70 (p) rwuruwwnaur 25 140 105 05 140 105 95 140 1051 95 115 90 SO 115 90 SO 115 90 80 100 80 70 100 80 70 100 80 70 raw�uwwx�w 40 140 105 95 140 105 95 140 1051 95 116 90 00 115 90 80 115 90 80 100 80 70 100 80 70 100 80 70 16 15116 90 60 116 90 80 116 90 80 110 85 75 110 85 76 110 as 75 95 70 65 95 70 66 95 70 65 (p) rwlwrw.w.er 21 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 110 85 75 95 70 65 95 70 85 96 70 65 rarwlr weaur 33 125 96 85 125 95 85 125 95 85 1101 85 1 75 110 85 76 110 JL 75E-95 70 65 95 70 85 95 70 85 17 rwurwww�ww ]2 100 80 70 100 80 70 100 90 70 100 80 70 100 80 70 100 80 70 70 88 95 70 66 95 70 85 (p) rnuMpvwwww 19 125 95 85 125 95 S5 125 95 85 110 85 75 110 85 75 110 85 75 70 65 95 70 65 95 7027 95 85 125 95 85 125 95 85 110 85 75 110 85 75 110 85 75 70 65 95 70 65 95 70 55 _yw4il /� " 4 A3. yr f At`- �� !iPwrf ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS /,.k� % / ,r J rb :L .f.1P ~,jf / ' ♦ 1 ^�.Vw....ir . !..',,, N '2/ '4."r°'';� �.s'.�'w.• "C�� .� INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MfCHIGAN MINNESOTA MISSISSIPPI Al 41�41A /f ��i` :1+ •`a.n+A1;,:r!�•. Ir��J 1 �'f or.F•M_ _1s �. MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO J S - i N'd ® NOTES: �+ 1) H BEAMS TO BE 73RB,OR 74RB may' 2 ALUMINUM ALLOY IS(1005-T5,PANEL ALLOY IS 3105-H25. OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA ) 3) DEAD LOAD OF ROOF SYSTEM RANGES FROM 126 TO 238 PSF vi _ 4)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART ABOVE. 5)ALL UNITS SHOWN ON THIS PAGE AREACCEPTABLE FOR CONSTRUCTION IN o ' SEISMIC ZONE 4. »f 6)DEFLECTION LIMITS ARE U120. SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA 7)WINDS ARE BASED ON AN ENCLOSED STRUCTURE ,,.�:••., , _ 8)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRRY OF OUR UNIT UP TO,BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE AND/ORANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN ,i1 p Aw : REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTUREARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND ^+" ', 'o``— •; +s�„wy MUST BE DESIGNED BY OTHERS. fd3� ew arae WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. ACCO 9)THE DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOT ACCOUNTNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. 10)ENGINEERS CERTIFICATION:I CERTIFY THAT THESE ENGINEERINGI SPECFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER 1100 • BUILD the REST 230 SUN 81: SHADE ROOMS: STRAIGHT EAVE FOUR SEASONS' ROOF PANELS WITHOUT H-BEAMS fir► S U N R O O M S ENGINEERING AND STRUCTURAL LOADING INFORMATION ............. pt3:.• AIN.\,!irll(o Fi)i O.'e.!-O teetti EFFECTIVE DATE 8-04 LD REVISION:B 7 FOOT EAVE HEIGHT /FOOT EAVE HEIGHT 8 FOOT EAVE HEIGHT MAXIMUM FRONT WALL WINDOW WM MAXIMUM FRONT WALL WINDOW 8U9: MAXIMUM FRONT WALL WINDOW SQE UNIT ROOF MAXIMUM rVINSDOW rWINDOW rWiNDOW rWSDOW rWMIDDW rWR#DM rWINDOW rWINDOW rWBNDDW SPAN LNE LOAD ROOF wIND aPElD WWDtPlED WIND SPEED WND SPEED WIND SPEED WMD SPEED WIND SPEED WWD SPEED WNDMEED GOVERNED BY LIVE LOAD EXPOSURE EXPOSURE EXPOSURE EXPOSURE EXP08URE E)(P08URE EXPOSURE EXPOSURE EXPOSURE IMI B C D B C D 8 C D B C D B C 0 B C 0 B C 0 B C D (++ llroNl I+IdI I+VF ( <+w+)(na*)(N (mM)IDWI) NwhI Iron IDwN NwD (+wF (+roe) DWd(DM)0:141-C")ImM) r awrwr 69 170 130 115 180 125 110 145 110 100 140 105 95 130 100 90 125 95 85 115 90 BO 115 90 80 100 80 70 7 r+aurrrur 101 170 130 _Ll5 160 11251110 145 710 100 140 105 95 130 100 90 125 95 85 115 90 80 115 90 80 100 80 70 1t ronu m 88 170 130 115 160 125 110 145 110 100 140 105 95 130 100 90 125 95 85 115 90 BO 115 g0 BD 100 BO 70 rAurrLw 52 160 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 80 70 8 rllLwrLw 75 160 125 110 180 125 110 145 110 100 130 1D0 90 130 100 90 125 95 B5 115 90 80 110 85 75 100 80 70 {� roaswur 79 160 125 110 180 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 8D 80 170 85 75 100 80 70 r Kurrwr 40 180 125 110 160 125 110 145 110 100 130 100 90 130 100 g0 125 95 85 115 90 80 110 85 75 100 80 70 g rwwr�w 58 180 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 80 70 9Iftromkw 72 160 125 110 160 125 110 145 110 1001.130 100 90 130 100 90 125 95 85 115 90 80 110 85 75 100 BO 70 rALr M 32 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 76 100 80 70 10 r+rurruw 48 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 100 80 70 (� roouaur 86 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 85 75 110 85 75 100 80 70 rxuwr 26 145 110 100 145 110 100 145 110 100 115 90 80 115 90 80 175 90 BO 100 60 70 100 80 70 100 80 70 11 rK+rrKur 38 145 710 100 145 110 100 145 110 100 115 90 80 115 90 80 115 90 80 100 80 70 100 00 70 100 80 70 R r000LLINI 81 145 110 100 145 110 100 145 110 100 115 90 80 1i5 90 80 115 90 80 100 80 70 100 80 70 100 80 70 rkurwur 21 140 105 95 140 105 95 140 105 95 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 1y rlrurrwr 31 140 105 95 140 105 95 140 105 95 110 85 75 110 85 75 710 85 75 95 70 65 95 70 65 95 70 65 /� ronr�w 52 740 105 95 140 105 95 140 105 95 110 85 75 110 85 75 110 85 75 95 70 65 95 70 65 95 70 65 ra+rww 18 130 t00 90 130 100 90 130 100 90 100 80 70 100 80 70 100 80 70 95 70 65 95 70 65 95 70 85 13 r+ruuu+w 28 730 100 90 130 100 90 130 100 90 100 80 70 100 80 70 100 80 70 95 70 85 95 70 65 95 70 66 44 130 100 90 730 100 90 130 100 90 100 80 70 100 80 70 100 80 70 95 70 85 85 70 85 95 70 65 ruuwALUM 15 125 95 85 125 95 85 125 95 85 115 90 80 115 90 80 115 90 80 100 80 70 100 80 70 100 80 70 14 f—um 22 140 105 95 140 105 95 140 105 95 115 W 80 115 90 80 116190 80 100 80 70 100 8(1 70 100 80 70 R raMNNI+ 37 130 100 90 130 100 90 130 100 90 115 90 80 115 90 80 115190 S) 10o 80 TO 700 80 70 100 80 70 r W.ww+r 13 110 85 75 110 85 75 110 85 75 110 85 75 110 85 75 110 85 75 100 BO 70 100 BO 70 100 80 70 75 r,uwrwr 19 740 105 95 140 105 95 140 106 95 115 90 80 115 80 115 90 80 100 80 70 100 70 100 8(1 TO }( rowewr 32 125 95 85 125 95 85 125 95 85 115 90 80 115 90 80 115190 80 100 80 70 95 80 65 95 80 70 ru um 11 1DO 80 70 100 80 70 100 80 70 100 80 70 100 80 70 100 80 70 95 70 85 95 70 65 95 70 85 16 r• "- 16 125 95 BS 125 95 85 125 95 85 110 85 75 110 B5 75 110 B5 75 95 70 65 95 70 65 95 70 65 R ra.r�w 26 175 90 80 115 g0 80 115 90 80 110 85 75 110 85 TS 110 85 75 95 70 65 M967"0 65ruurluur170 65 95 70 65 95 70 65 95 70 65 95 70 85 &570 85 17 rwurruu" 14 125 95 85 125 95 85 125 95 85 110 8575 110 85 75 110 85 75(t t•au+rw 21 110 85 75 110 85 75 110 85 75 110 85 7565 'w''. ' , �e`,'*.,,, � yua '% `'' '�'�`K.:/- �.,�et;rXk•4:/. .p :% f: � r p 1: •1�.<�y�pa/ ;{�„ rN' ..,^; / ,4 .,^!^/.v'., +PrP +.: .-�,r i'{�y�- �'. . ,�j,�+++.ii.f'" x rr ss�s ►.my +. ,i.� Y pP .� 1�+ ' •u � °'^ '�: '.'y,.riy";��. -''" �ti jj, ..,w, "�o'`i;'+' -�ay�t��` `•,€y' ,h .,: ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DF.I AWARF FLORIDA GEORGIA IDAHO ILLINOIS A Vie§ .ti o A;•��-�,�/ 'I / OS4;-1,01 44 .- ,4 'C INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI v '` ,'l�.`Y /.` t � r — ',k+a...+'off' S 4 :v `:;< n 4aw• i +ate o.!! M SFS r. MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO fes` •i •'""' ,f;. n`f 2 !, v l NOTES: )r,• y r�r`" `,„ - -' F= `1)ALUMINUM ALLOY IS 6005-T5,PANELALLOY IS 3105-H25. 2)DEAD LOAD OF ROOF SYSTEM RANGES FROM 1.02 TO 2.09 PSF 3)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA ABOVE. 4)ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN IRI, SEISMIC ZONE 4. 5)DEFLECTION LIMITS ARE 0120. 8)WINDS ARE BASED ON AN ENCLOSED STRUCTURE 7)THIS SUMMARY PERTAINSTO THE STRUCTURAL INTEGRITY IN OUR UNIT UP ..✓' T0,BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA AND/OR ANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT 1-11 ....N INCLUDED IN THE SCOPE OF WORK FORTHE FOUR SEASONS PRODUCT,AND f f' + I MUST BE DESIGNED BY OTHERS. �Yf " i :2 _r.' 8)THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES .a' + "T e ' NOTACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO �, , ;•, - ;. ..'r.: � �•�, �, THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR �.•�"' 'fey.1+?` Vit!:it °�^' UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. 9)EENGNEERSBCERTIFICATION:(CERTIFY THAT THESE ENGINEERING SPECIISION AND THAT IFAM A REGISTERED ICATIONS HAVE EPRO ESSIONAEN PREPAREDLIENGINE R IN THE STATES NDER MY DIRECT VSHOWN. REFERENCE NUMBER 1101 . BUILD the BEST FOUR SEASONS' 230 SUN & SHADE ROOMS: STRAIGHT EAVE , ► S U N R O O M S 7" ROOF PANELS WITH H-BEAMS N t^t 0.00 War$ ENGINEERING AND STRUCTURAL LOADING INFORMATION EFFECT)VE DATE 8-04 LD REVISION:B 7 ROOT EAVEI6GHT S FOOT EAVEI131341 9 FOOTEAVE11309 MAUAW FRONT WALL w11DOW SIZE MAXMIM PRONT WALL WIDOW SIZE ...FRONT'WALL WINDOW SIZE LwT NOW MA70MUM rwINDOW 9NINDOW rw1NDOW 9VWNDIV91 FVANDOW VVANDOW CVANDOW rwINDOW WVANDOW SPAN LIVELOAO 1DOf VAWSPED VO4DSPEED YN IDSP® wmav® wRD SPEED VIIND SP® MIND SKID WDOsP® YMNDSP® GWESID BY LNELOAO spasm uwas111E EP061sE EXPOSURE EP06ONE EP061SE WORM EPo"m E(POSlw (I-1) S C D B C D S C D 6 C O S C D D 1 C D s C O 9 C I D 8 C O A.Tr r ImAI 169) 0") ('") (.Ph) ("P1) (.mh) (m„) (mA) (mM (m+IN (M*) (mh) (M*)IUPIII lmM (mA) (�Ph) (mh) (SPI.) (nO) (MA) (mM (mh) (M h) 7(R.) rN971(wmms D '73lm' 170 130 116' ;160 :1261 110: 116 110 100• 110 ADS 85 130' 100 90 125" "8a,"'*' 115 •90 s0 115 .so I so Y0o s0 70 S(R) rW1TH HSEIM6 K 87 56 iso 126 110 100 175 110 116 110 100 19D 100 90 130 lOD 90 12S D 85 1f5 90 80 110 89 76 100 s0 70 9(FL) T08THN41H1MS DD' 'SS' a1'. 180• •128 770. 780 123' 110 116 110 100. 150 IDD 90 130 100 90 125 BS 85 116 .D 80 110 '86' 76 100 s0 70 10(FL) TVOTHH4WAMB 75 56 48 155 120 106 155 120 105 145 110 100 125 95 a5 125 95 86 123 05 s6 110 s6 75 110 95 75 100 80 70 11(R.) .. •r..WT "4WMS 72 a7 45_ 146 :110. 100 '146;.1f0- 118 115' 110' 100 '115' 00 80 115 90 80 115 8p .80- 100 80 70 100 80` 79 10D' 90 70 12(8.) rwITNHafAMs M 54 42 140 105 6S 140 105 95 140 105 95 110 85 75 110 a5 75 110 a6 7S 95 70 65 95 70 65 86 70 s6 13(PL) TNsF)'040Ms� .63 'St. 40 '130'.100 90, 130�;:IDD' W 130' IDD 90. ICO ND' 79 too' 80 70 100 '00 70. '05 70• s6 06 70` d)6." 96 _78, '66 114(8.) TYNTNHBEAMs 34 48 37 140 105 95 140 105 96 140 105 95 115 60 80 115 90 80 115 00 80 100 SO 70 100 80 70 100 80 70 IS (R.) TWR11It11EIMlsYt 45 85 .140 :106; 93 140, 106' '96 140 .100 OS Its .90 so 115 90 LO` 116 908D .f00 '#0 70 too s0 .70 100 ao70 If(FL) TVaTHH49W$ 41 41 33 125 EX 85 125 95 85 125 95 65 110 a6 75 110 85 75 110 86 TS 95 70 65 95 70 ss M 70 ds fl(If.) TWN IWBf11MS 36 36 31- 125 (8;, :85 128' 86:'alt 126 05 EX 110 85" 78 110 85 7a' 110.' EX. 75: "Bd 70 tl 96 •70 86 9S. 70 .66. is(R.) TYwTNHBBIMs 31 31 30 115 90 00 115 D 60 115 90 s0 96 70 a 96 TO 65 95 70 65 OD 85 56 BO a6 65 s0 65 55 19(R.) rwm"4B,Ws x.28' 29, -m` :.116 90'::a0 116 10 *D. AID 'SO, s0 "a6 70 s5 7:88:;'70 05 96 70 '116 - 2a(R) r1MitIHBFAM5 25 23 25 110 65 75 110 96 75 110 85 76 95 70 65 s5 70 65 95 70 86 - - - - - - - - - 21(R.) rW1T1iHBDUMs 22 22 22' '10 80 ..70, 1D6 aD 7a- 106 s0" 70 's0 '65 65 SD* :46,' .56 9D 06 55 - - 22(R.) rVIITNHBaMMS 20 20 20 105 so 70 105 so 70 105 SO 70 90 EX 55 90 66 55 90 EX 55 - - - - - - - - 23(R.) riom"iAMs 1s 'ls` 18, 100 8D 70 100 80 70 100 DD .70 - - - - - - - - - - - -24(PL) T6wTH HaEWS 17 17 17 fao so 70 too eo 70 10D w 7 •1 I -.i,_ j .!' / tom, .:a�.,.,�.,! ,I I muw �Mt48 r - �l r F'• f;, r I 'iirt' fit '.�.'�,� ir ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DFI AWARF FLORIDA GEORGIA IDAHO ILLINOIS � ,;f >/,. "Id. , 'j' .� �a /� L• f iii � Nrr /�!','it- IYey�pitt�7, ?Sri,.t 7a:+. �,. ;,`,}�-„° .moi:tit'I.: .;.:+•% a. ir1's-.'Silt ,cr INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI - 4'�_.. a ., .� ww._ t� .•: 'IreDP 41z1h'!0� i H .`k," /` >�" ' -ti`',,z`'"x :• MISSOURI ..a ,. •. _t.1J1va t nut,l p_....__• � JA 2.,-... - MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY IJiMl�gj(�fQOCOf�F.1Y Y@kZN DgWe1MYNA4TIA�6TIIENEM. 024 ALUMINUM ALLOY 3105 H-254 TOP SIDE. 2)GLUE:STRUCTURAL ADHESIVE MORAD M-610. 3)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART z......-... ABOVE. •-" •," �' 1•rot wa* 4)DEAD LOAD OF ROOF SYSTEM IS 1.95 PSF xTit•<' f 5)ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA SEISMIC ZONE 4. 6)DEFLECTION LIMITS ARE U120. �I �' - w 7)ROOF LOAD BASED ON 2'OVERHANG. V OVERHANG MAY HAVE A HIGHER LOADING ABOVE THE BOLD LINE. watn3l}t 8)ROOF LOAD COLUMNS 4',5',AND 8'CORRESPOND 70 THE MAXIMUM WINDOW SIZE . -� OF THE UNIT. 9)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTUREAND/OR ✓.'.�` *+ - "'-"'` }} ANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND '>t f' CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE f nl� SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND MUST BE DESIGNED BY OTHERS. 4Wh _? 10)THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. OTACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. 11) ENGINEERS CERTIFICATION:I CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER:1102 A BUILD ST FOUtReSEASONS' 230 SUN & SHADE ROOMS: STRAIGHT EAVE ► S U N R O O M S 7" ROOF PANELS WITHOUT H-BEAMS ENGINEERING AND STRUCTURAL LOADING INFORMATION EFFECTIVE DATE 8-04 LD REVISION:B 7 FOOT SAVE HBGHr 6 FOOT EAVE MGW 9"MEAVEIF3GNT 70M W WINDOW SIZE M...FRONT WALL ISAFFAW WALL WINDOW SIZE MAOi11M FRONT WALL WNDWS SIZE DINT ROOF MAXNALM 4'INUDON 6'WIDOW 8'WNIDOW 4'WINDOW S'WMDOW r WS400W 9 WINNOWS B WINDOW S'WNIOOW SPAN LIVELOAD ROOF IMM SPED SNNDSp® WNDSP® WNDSP® WIND SP® WND SP® VAMSPBD WINDSP® VADSP® GOVERNEDBT LIVE LOAD BIPOSIME IXPOSURE IXPDSLNtE BIPOSWE OL-OSME IXp001SE EXPOSURE S%PWAE EMP06111E (p61) 8 C D S C D S C D 6 C D 8 C D 0 C D S C D 6 C D B C D 4' 6' S• (nM) (M) (.0) Pmle) (nM) (mo°) (°M) (te) l."l 00) 00) 10) (M) (.0) (m11) (m h) (Wolf) (1M) (noel (m0) (M h) fes) hM) (MM) (6vN1 PMI (DT++) 7(R) rWTHDIR WMEAMS 93 73 59 170 13D 113 180 125 110 145 110 100 140 105 95 130 100 90 125 86 85 115 90 80 115 90 90 100 M 70 S(R) r WTHDIIT WSEAMS M 67 55 160 125 110 160 126 110 145 110 100 130 100 90 130 100 90 125 96 05 115 90 SO 110 85 75 100 as 70 9(R) r WlTHmm W8EAM6 00 63 51 160 125 110 160 125 110 145 110 100 130 100 90 130 100 90 125 95 85 115 90 00 110 15 75 100 80 70 is(PI) 7-WTHWRWSEAMS 76 59 40 155 120 105 155 120 105 145 110 100 125 95 85 125 95 85 125 95 85 110 86 76110 86 _a_ 100 80 70 11(R) r WT1SOur WSS11M6 66 57 45 145 110 100 45 110 110 143 110 100 115 9D So 115 90 80 115 90 so 100 80 70 100 80 70 100 SO 70 121R) r WResDuT m FANS 55 54 42 140 105 95 140 105 96 140 105 96 110 05 76 110 85 75 110 05 75 95 70 05 95 70 as 05 70 95 11 IRI r WRHDuT H4mAMS 46 46 40 130 100 90 130 100 90 130 100 M 100 00 70 100 60 70 100 So 70 85 70 65 95 70 1 65 95 70 85 14 fR) rIMTM1TWBE%M8 39 39 37 140 105 85 140 105 115 140 105 fE 115 80 M 115 90 M 115 90 SO 100 SO 70 100 8D 70 100 80 70 16(R)1 7-WRlqur H4FAMS 34 34 34 140 105 95 140 105 95 140 105 96 115 90 M 115 90 8o 115 90 M 100 80 70 100 80 70 100 80 70 16(n) 7-W7H017r WSEAMf ]0 M 3D 125 95 85 125 95 85 125 95 SS 110 05 75 110 85 75 110 65 75 85 70 65 86 70 65 BS 70 SS 17m) rWITH011T WSSAMS 28 26 26 125 95 65 125 95 65 123 95 85 110 85 76 110 03 75 110 85 75 05 70 655 95 70 05 95 70 85 1F(R) rWITIDIR WBPAMF 23 23 23 I16 SO 80 115 90 SO 115 90 80 95 70 65 95 70 65 95 70 65 90 65 55 90 85 55 90 55 55 1F(R) 7-WRH i1W -SEAMS 20 20 20 115 90 00 116 90 80 115 90 60 95 70 65 95 70 65 95 70 65 — — — 26(R) rwirHouTHMF 18 10 1S 110 SS 75 110 85 75 110 S6 75 95 70 65 95 70 85 SS 70 66 — — — — — — -- •BSA 21(R) rWRHODT WFAMS 16 16 18 105 80 70 105 80 70 105 80 70 90 65 55 00 65 65 90 65 65 — — — — — — — — — 22(RI rWITISRITWSEAMF 15 15 16 105 M 70 106 00 70 105 80 70 90 65 65 00 65 55 90 65 55 — — — — — — — — — 23(Fl) 7-WMWW*BEAMS 13 13 13 100 80 70 100 80 70 100 00 70 W7-700 — — — — — — — — — — 24(R) r TIbUT WSEASIS 12 12 12 100 80 70 100 80 70 100 SO 70 — — — — — — — — — — — — — — — — a � t�sy ya fy'. •_ -a°`v-" '.•� • f110 y.: ee R. 1�1y\•. -• .-11 mf ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS y.}ix4y r.••^y�*�. 8T q. l "u..,�.. �rar . 7%}+'�w'I°p�1"� !•� �/i,1'::! '( f '� j .t'�~ Y�a; +'t'!�� ',�"" Y <• ,� "'p�,yY Sa se.' � / , yltao�a .;if�w� ��,. _"-+; T1.��st..y a.,xrwa.�,r"" ;/r ^".�• "•iii vl'� �;f' '+aras' ^,•ti;a�IJf y;;.?° �'�:.'o•: .... •Y`:.,,y` r +^mac:''be `.....° f INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI y1f•7... �bW� ew.. i. ,.ice•....,, ,. •. 4vn.�\, .a.:w�� `1a•w1a •..., ,...•'r-- ti� t ..,� emm) MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO (s�'"• NOTES: OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA 1)ROOF PANEL CONSTRUCTION:.024 ALUMINUM ALLOY 3105 H-254 BOTTOM SIDE . ¢Of /�. _., 1 f"^�''-• OF PANEL.CORE IS 1.5 LS DENSITY EPS(EXPANDED POLYSTYRENE)FOAM..024 ALUMINUM ALLOY 3705 H-254 TOP SIDE. !' '` --- _ 4J.•s 2)GLUE:STRUCTURAL ADHESIVE MORAD M-610. 3)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART 4)DEAD LOAD OF ROOF SYSTEM IS 1.54 PSF SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA 5)ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN SEISMIC ZONE 4. !`� ►f /G d- ' 6)DEFLECTION LIMITS ARE 020. 7)ROOF LOAD BASED ON 2'OVERHANG. 1'OVERHANG MAY HAVE A HIGHER LOADING , `f a 9�,••,,w'�• ` MYyj t ABOVE THE BOLD LINE. :»'1 �•.;!., 4i t+° *� 8)ROOF LOAD COLUMNS 4',5',AND 6'CORRESPOND TO THE MAXIMUM WINDOW SIZE WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. OF THE UNIT. 7)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, BUT NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND MUST BE DESIGNED BY OTHERS. 8)THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOTACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BYATTACHMENTTO THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. 9)ENGINEERS CERTIFICATION:I CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER:1103