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HomeMy WebLinkAboutSUBMITTED PAPERSbATV ILED: �, PLAN REVIEW FEE: _ RECEIPT NO.: 352- PERMIT NUMBER: [jo630 CONCURRENCY FEE. RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. 5. 9. 10. 13. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 E w 772-462-1553 ' St. Lucie County APPLICATION for BUILDINGPERMIT CERTIFICATE of CAPACITY/ZONING-COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: 6k , - )C'D 4 4P/'&ede �(. 3 y % PROJECT NAME: SITE PLAN NAME: PROPERTY TAX ID ©d2 - A a/ d D o 7 0- D D 0- 7 LEGAL DESCRIPTION (attach extra sheets if necessary): 1i,j2 O P/ 6A L A e/LES /-7 4 f4 /3 Zo PLAT BOOK 6. PAGE NO. 7, BLOCK NO. 8. LOT N?. PARCEL SIZE (ACRES/SQ FT.): D . 7 a A e : LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: AEr--%AdAl E. SETBACKS (ACTUAL) FRONT: F7 13ACK: aP 5 TYPE OF CONSTRUCTION (Check all appropriate boxes) RIGHT SIDE: / S F% •• LEFT SIDE: t f� NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: Z4 iv e 14. SQ. FT OF CONSTRUCTION: /.�o O U J'y��. 15. SF. FT Ist FLOOR: 16. VALUE OF CONSTRUCTION: $ �02 - D O D The value of construction is used to determine the amount of permit fees to be assessed St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/69 OWNER INFORMATION NAME: �C!`�f/6�G•/� �•�/ fQ.tJ1, �5���/� Z!J /��! oe,2� as ADDRESS: CITY: i=e'eT "Oi �Ied e STATE: )= L . ZIP.: PHONE (DAYTRIAE): Jot / 2'2 j / % Email: 7. '4 IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FELL IN NAME AND ADDRESS BELOW. - FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): (_) ARCHIVENGINEER: ADDRESS: �-� CITY: �.�'�► efcp' PHONE (DAYTIME): L_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER. - ADDRESS: CITY: STATE: FAX NO. n ST. LUQII jQ0Ulya-'YCERT #: Email: ZIP: STATE: L Zrn: Z42 53 STATE: STATE: ZIP: F 10 IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit. application. St. Lucie County makes no representation that its granting of a permit will* authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such. structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. .TURE STATE OF FLOREDWI- COUNTY OF A r The foregoing instrument was acknowledged before me this day of 20 l by —0f)C1(?,1 who is irsj personally known or `has produced as identification. na re of Note SIGNATURE STATE OF FLORID COUNTY OF 1� The foregoing instrument was acknowledged before me this � day of 20 ........:.. y.. who is personally ,known or has produced �J as identification. ., g ry Signature of Notary �Y Pv DAWN MILONE Commission No. ! _' ' , ( MMI$SION # DD 852587 Co ), ., L .Pal P:+�;. is •� '�` EXPIRES March 22,""" 2013 a+ r DAWN MIL " .- MY ? >S' s i?0 852587 Bonded Thru Notary Public Underwriters ' MY COMMI5;ION: _ [2, 2013 EXPIRES''Meiciv. °�01onch.,. hieUnderv+riters 4-PPLYING,FOR �fBonded Thru Notary PublicNOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATU THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUELDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. d OFFICE USE ONLY f ' #: l 7� U 2!) SECTION TOWNSHIP !-� RANGE MAP NO. ZONING LAND USE LOT CVG % Vb 6 TAZ NO. 2�5 FLOOD ZONE. FIRM MAP # 1 ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT n HABITABLE RADON PERMIT CODE3AREA - FEE FEE LIBRARY�WW�� PUBLIC BLD PUBIC BID PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL N ROAD CREDIT Y N LAW ENF IMPACT IMPACT - IMPACT FEE FEE FEE FIRE/BMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE, IMPACT REQUIRED FEE VARIANCE FEE FEE 1 / SPECIFY MECHANIC ROOF V NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC � GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRO ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE CO R REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECE FED DATE �� � � ,. -- COMPLETED INITIALS (�C� �t%�p�- 'r'� alb �cc • sl-� .�,r e- �y Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Review Comments Page 1 PROPERTY INFORMATION Owner(s): Address: 71 SUNRISE DR Angel Barrios City / State / Zip: FORT PIERCE FL 34945 Esperanza G Barrios Parcel # : 2308-601-0070-000/7 Jurisdiction: St. Lucie County Zoning: AG2.5 Lot # : 11 AND Block: B APPLICATION INFORMATION Permit Number: 1106-0369 Application Type: Master Permit w/subs Activity Type: New Other Activity: Permit Type: Building (Miscellaneous) Stories: 1 Automatic Sprinkler System? ❑ CONTRACTOR INFORMATION Contractor Name: Fax Number - Business Name: Business Addr: City / State / Zil REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Complete Dawn Milone 06/30/2011 06/30/2011 Front Counter Review Complete Dawn Milone 06/30/2011 06/30/2011 To Be Reviewed by Zoning Complete `` V\ \ 07/14/2011 To Be Review by Plans Exan Pending t) Zoning Review Incomplete Lydia Galbraith 07/14/2011 07/14/2011 2 Comment THE VALUE OF CONSTRUCTION IS GOING OVER THE $ 10,000.00 WHICH REQUIRES AN UP TO DATE SIGNED AND SEALED SURVEY SHOWING EXISTING STRUCTURES AND PROPOSED STRUCTURE WITH ALL SETBACKS. PLEASE PROVIDE THE PROPOSED FINISHED FLOOR ELEVATION AS WELL. PLEASE PROVIDE TWO UPDATED SIGNED AND SEALED SURVEYS 07/15/2011 3 Comment THE PROPOSED BUILDING IS NOT MEETING THE MINIMUM REQUIRED SETBACK OF 20, ON THE SIDE AND 30' IN THE REAR. PLEASE REVISE ON THE SURVEY. Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 07/15/2011 4 Comment PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. 0 E PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT tractors for the will -be. using theloll6wing sub�-cou .. project located -ate {Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately -advise the Building and Zoning Department of St Lucie County. Trade Name iif -dim' St. Lucie County/ License Number .- Electrical Plqmbing JEIVACI Mechanical Roofing goofing Gas %q7 i.. j-W . TT46V i PFRNM ISSUE DATE: NUMBER:. ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 p(�pL, _•; 772-462-1553 FILLED LANDS AFFIDAVIT am the owner of the following described property: '' &�' D/ - o 0"70 - oo o -i (Tax ID/Legal description/Address) for which I have applied to St. Lucie County fgr a Final Development Permit. In accepting this Final Development Permit, BP Number _6 9I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. e'e ®S ' Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF AC OWLEDGED BEFORE ME THIS 30 DAY OF , 20 11, BY OS WHO IS PER ONALLY KNOWN TO ME OR WHO HAS PRODUCED L AS IDEN ION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC T= COMMISSION NUMBER DAWN MILONE MY COMMISSION # DD 852587 13 BmW ThrU Y P bk doD d Mlhrs (SEAL) 4 Planning & Development Services Department o Building & Code Regulations Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-1553 Owner Builder Affidavit — Electrical Contracting DISCLOSURE STATEMENT F.S. 489.503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $75,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development Director to the Florida State Department of Professional Regulation. Signed and acknowledged on thi' day of 120 __O NEFiBUILDER-SIGNATURP STATE OF FLORIDAI--r COUNTY OF The foregoing instrument was acknowledged before me this �0 day of , 20 LL, who is personally known to me or uced as identification. U:J� I A) l i l t lU j \—r (Seal) Signa uf Notary Print name of Notar re oy DAWN.MILONE '. : Y Title: Notary Public Commission Number MY COMMISSION # DI) 852587 =, PIR[S: March 22, 2013 `` Bonded Thru Notary Public Undervrtitem SLCPDSD Revised 7/23/2010 St. Lucie County Owner Builder Affidavit -Electrical Contracting 10 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption. to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial A? • /3 I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial ,4• /� I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled —� in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial /3 I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial A . /S I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related a ical cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to th_ e-Flor-ida-State-Department of Professional Regulati Signed and acknowledged on this tJ day of�"� —of 20 / wne___ rBuilder Signature STATE OF FLORID COUNTY OF ��\\ The regoing nstru ent was acknowledged before me this3V day of 20 %y by 1(j who is personally kno to me, or who has zu-c-etv j as identification. U tb no ONE Signature of Notary Type or Print Name of Notary , ��"'.deal) Mmissi #DO Title: Notary Public Commission Number , MY EXPIRES, Mat it 22 gois '• EXPIRES: Marsh 22, i1013 ' DOM Thru Notary Public UadGrh* re SLCPDSD Revised 07/22/2010 JOSEPH E. SMITH, CLERK OaWE CIRCUIT COURT - SAINT LUCIE COUNT FILE # 3605792 OR BOOK V, PAGE 212, Recorded 06/30/2011 at 4k7 AM �I �r?F.R RF'CORDING•RF.TURN T0: i'ERM IT NUMRFR NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 9SOq —e; O / O 070 SUBDIVISION BLOCK %" AR TRACT LOT BLDG UN►T 2:°GENERAL DESCRIPTION OF IMPROVEMENT: dia' C i A ciN Grj Goa /z,9 C c 1. OWNER INFORMATION: a. Name �70'UG E L . 12.6 /L'e/ OS b. Address %/ 9//r0 4SC a2. Fi . P;C-ldL_I ct . 3cj 'IS c. interest in property d. Name and address of fee simple titleholder (ifother than owner) NN /J 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: +11'i.-A 5. SURETY'S NAME, ADDRESS AND PRONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME., ADDRESS AND PHONE NUMBER: X. In addition to himself or herself. Owner designates the following to receive it copy of the Lienor's Notice as provided in Section 713.13 00). Florida Statutes: NAME„ ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless it different date is specified) , _, 20_ Owner's Authorized Officer/Direclor/Partner/Munager State of FloridP• �j County of 11 The fo/rc (it ng instrument was acknowledged before me this day of 20 its (Nfam�e�of n) (Type of authority...e.g. Owner, officer, trustee• attorney in fact) For (Naameme of rtfF C� y on behalf of whom instrument was executed) Personally Known or produced the followin t � V ` ;;.� , )AWt4MIWNE 4A " MY CAMMISSIDN I DD 8525S7 In' • EXPIRES: Mat �? Une013 j, ^ Thru tktay nte (Prid Name of Notary Public) (Signature U Notary Public) fia+ded Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my.knowledge and belief (section 92.525. Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who Signed above: BY.t~s nceoz 0 4JN /l . By Li" S� `G+x.vi 6tcuvxY r R,•,. uw?mnnttR.,oN6r i :'TA'TE OF FtORIDA ;3T, LUtCIE COUNTY HIS IS TOCERTIFYTHATTHIS ISA J:SUE AND CORRECT COPY OF THE Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Angel Barrios Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 71 SUNRISE RD ParcellD: 2308f601=0076-'"000-7"- _ } Sec/Town/Range: 08 :35S :39E Account* 13160 Map ID: 23/08N Land Use: SF Res Zoning: AG-2.5 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Angel Barrios Esperanza G Barrios TROPICAL ACRES BLK B LOTS 11 AND 12 (0.70 AC) (OR 775-2974) Address: 71 Sunrise Dr Fort Pierce FL 34945-4126 Sales Information Assessment 2010 Final Total Land and Building Date . Price Code Deed Book/Page 2010 Final: 66400 Land Value: 26400 Acres: 0.7 2/14/1992 100 01 QC 0775 / 2970 Assessed: 66039 Building Value: 40000 8/7/1989 12500 05 WD 0649 / 0236 Ag.Credit: 0 Finished Area: 1362 SgFt 8/1/1986 12000 00 CV 0511 / 1734 Exempt: 41039 5/1/1984 5000 01 CV 0431 / 1463 Taxable: 25000 Taxes: 650.77 BUILDING INFORMATION Exterior Features View: RoofCover: SA - Asph Shingle RoofStruct: GA - Gable ExtType: HC-- HC- YearBlt: 1992 Frame: Grade: C- - C- EffYrBlt: 1992 PrimeWall: WS - Wood/Sheath StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty, Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 3CNT - 3CNT S 1 1 AV AV 1992 1 0100-SF Res 200 -Front Ft 100 303.67001 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. fiG 2 s fi C, 2s http://www.paslc.org/prc.asp?prelid=230860100700007 6/30/2011 ENGINEERING COVER SHEET Job Number: 22511 Permit Number: Miscellaneous: The information in this box is for administrative purposes only and is not part of this engineering review. Truss Fabricator:. EAST COAST TRUSS neSign C ritPria Building_Code: FBC 2007 RES Customer: Owner Builder Load DOL: 1.25 Job Description: LOUIS MARTINEZ 40 ' x 40' Wind -Standard: ASCE 7-05 Wind-Load_Type: MWFRS Location: St. Lucie Wind Speed: 140 Notes: Please see individual truss design drawings for load criteria, Wind Closed applicable codes, specific loading and ITW BCG View version —Exposure: Wind Usage: Residential - CAT II number. — I Date: 6/20/2011 Loading: Roof TC_LL: 20 Roof TC_DL: 7 Roof_BC_LL: 0 Roof BC_DL: 5 32 Floor_TC_LL: 0 Floor_TC_DL: 0 Floor_BC_LL: 0 Floor BC DL: 0 Paoe ID Date Paae I ID Date. Pacre I ID Date. 1 Al 6/20/2011 2 A2 6/20/2011 3 A3 6/20/2011 4 A4 6/20/2011 5 A5 6/20/2011 6 A6 6/20/2011 7 A7 6/20/2011 8 CJl 6/20/2011 9 CJ3 6/20/2011 10 cis 6/20/2011 11 EJ7 6/20/2011 12 HJ7 6/20/2011 A Professional Engineer's Seal affixed to this index sheet indicates the acceptance of professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibility of the Building Designer, as defined in ANSI/TP11- 2002, Section 2.2 Permanent files of the original Truss Specification Sheet are maintained by EAST COAST TRUSS. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above. Page 1 of 1 4 t�# Date: 6/20/2011 JobKey., : 22511 Company: East Coast Truss Address: Index Certification Sheet 5285 St. Lucie Blvd. Ft. Pierce, FL, 34946 Phone:-(772) 466-2480 Site Address: SUPPORT REPORT JOB DESCRIPTION: 22511 .WIND CODE: ------- WIND MPH: 140 BLDG TYPE: CLOSED -------------------------------------------------------------------=----=------- -------------------------------------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX..-# UPLFT.-# Al 40.00 8.00 WALL 0.000 9.333 2653 -1894 Al 40.00 8.00 WALL 39.333 9.333 2653 -1894 --------------------------------------------------------------------------------,. A2 40.00 8.00 WALL 0.000 9.333 1407 -1002; A2 40.00 8.00 WALL 39.333 9.333 1407 -1002 --------------------------------------------------- A3 40.00 8.00 WALL 0.000 ---------------------------- 9.333 1407 -1002 A3 40.00 8.00 WALL 39.333 9.333 1407 -1002 -------------------------------------------------------------------------------- A4 40.00 8.00 WALL 0.000 9.333 1407 -1002 A4 40.00 8.00 WALL 39.333 9.333 1407 -1002 -------------------------------------------------------------------------------- A5 40.00 8.00 WALL 0.000 9.333 1407 -673 A5 40.00 8.00 WALL 39.333 9.333 1407 -673 -------------------------------------------------------------------------------- A6 40.00 8.00 WALL 0.000 9.333 1407 -672 A6 40.00 8.00 WALL 39.333 9.333 1407 -672 -------------------------------------------------------------------------------- A7 40.00 8.00 WALL 0.000 9.333 1407 -672 A7 40.00 8.00 WALL 39.333 9.333 1407 -672 ----------------------------------------------------------------7--------------- CJ1 1.00 8.00 WALL 0.000 9.333 379 -292 CJ1 1.00 1.50 NAILED 1.000 9.333 242 -39 -40 CJ1 1.00 1.50 NAILED 1.000 9.703 107 -88 -80 -------------------------------------------------------------------------------- CJ3 3.00 8.00 WALL 0.000 9.333 344 -203 CJ3 3.00 1.50 NAILED 3.000 9.333 260 -25 CJ3 3.00 1.50 NAILED 3.000 10.370 44 -33 --------------------------------------------------------------------=----------- CJ5 5.00 8.00 WALL 0.000 9.333 359 -209 CJ5. 5.00 1.50 NAILED 5.000 9.333 273 -26 CJ5 5.00 1.50 NAILED 5.000 11.037 102 -79 -------------------------------------------------------------------------------- EJ7 7.00 8.00 WALL 0.000 9.333 379 -240 EJ7 7.00 1.50 NAILED 7.000 9.333 284 -40 EJ7 7.00 1.50 NAILED 7.000 11.703 156 -120 -------------------------------------------------------------------------------- HJ7 9.84 10.56 WALL 0.000 9.333 1121 -398 HJ7 9.84 1.50 NAILED 9.837 9.333 254 -228 HJ7 -------------------------------------------------------------------------------- 9.84 1.50 NAILED 9.837 11.689 617 14 ------------------------------------------------------------------------ *HANGER denotes a hanger calculated by the layout program. Refer to the layout HANGER SCHEDULE for complete list of hangers and nails required. ------------------------------------------------------------------------ Job:(2251 1),Owner Builder ,LOUIS MARTINEZ 4U' x 4U' / Al Top chord 2x4 SP #1 :T2. T3 2x6 SP SS � , Bot chord 2x6 SP SS , Webs 2x4 SP #3 140 mph wind,15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT il, EXP B, wind TC DL=0.0 psf, wind BC DL=0.0 psf. by-1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0.0 setback with 0-0-0 cant and 2-1-2 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 2-1-2 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 2-1-2 overhang. Deflection meets U240live and L/180 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection Is 0.56" due to live load and 0.52" due to dead load at X = 20-0-0. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. I Hlb uVVU. f'KCYAKCU bT I nt HLr1Nr JI 2 Complete Trusses Required Nail Schedule:0.128W, min. nails Top Chord: I Row @12.00" o.c. Bat Chord:1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 112"bolts MAY BE USED R (2) 0.128")Gi", min. nails ON THE BOTTOM CHORD ONLY. Maximum foroes(per ply) Endpts Tens Comp Endpts Tens Comp 0- 1 18 15 4- 7 2513 3559 10-13 3438 4870 13-18 4048 5735 22-24 4263 6037 24-29 4048 5735 35.38 2513 3559 41-42 18 15 6-11 3369 2377 11-12 3523 2486 16-17 4961 3507 17-23 5784 4087 28-30 4961 3507 30-34 3523 2486 37-40 3361 2371 7- 6 103 130 9-12 1527 1078 13-12 532 704 18-23 286 199 22-23 191 225 25-29 881 617 29.30 532 704 34-35 178 126 35-36 103 130 �— T G )..N 12 4 FITV13 +I T zT-,s r muivi inu000 lylrma✓ Tvyi `tea' 1 Endpts Tens Comp 7- 8 2611 3698 16-21 4263 6037 29-31 3438 4870 38-39 2516 3563 12-14 4961 3507 23-25 5784 4087 34-36 3369 2377 7-11 178 126 13-17 882 617 23.24 287 200 30.33 1527 1078 26' I 7' --t yl 2 t'i to-N+i 4'5"12 T3 4'5"12 l— 4'2"4 +la 4'4" I- 4'613 --i qu Endpts Tens Comp 2- 4 2516 3563 19-22 4263 6037 32- 35 2611 3698 5- 6 3360 2370 3- 5 3361 2371 25-27 4961 3507 36-37 3360 2370 9-11 244 151 18-17 294 372 24-25 294 372 33-34 244 151 Ir I I•tr+h► 4'2"4 N---I 4'5"12 4'S"12 ry y IF NZA �ifr I 3'9"3 =3'9"3 fit FI'H fl N N R=2953## U=1894# W=8" R=2653# U=1894# W=8" = LEFT RAKE = 2'1"5 RIGHT RAKE = 2'1"5 RIGHT JIG = TF14 LEFT JIG = 14 SEQ = 105629 DESC. = Al PLT. TYP.-WAVE DESIGNCRrr-FBC20WRESrrPF2G0 IRT-WA(M)MM QTY= 2 PLIES= 2 TOTAL= 4 REV. 10.02.05.1129.12 SCALE=0.1072 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Moms A. Shashoua TC LL 20.Opsf REF "IMPORTANT"PURNI9HTHIG DRAWING TOALLCONTMCTOR0INCLUDING THE INSTALLER®. Tnasa raquue ednzre cm. i. fekimthip. h..&V, imaPap ad h.d`q. Rita to and ft West .dfcnd BCSI(BWk&V C gwwd Eddy ". by TP1"VVTCA)fw.af* P.E.License# 19554 TC DL 7.Opsf DATE 06-20-2011 p..r,. P"famiNg, '+ fu,.U—. Iwam. dW p,.vfd. t—p—y, WBCSI. ndeddhe'w. . d-d.hdha".p,q-Vd t.d,edd-d-dd,im b"d— %.d 5.Opsf . DRWG . n nn> v W,a h—.popmty do p.Pm4 r..®uwo dm.n f.r p--d lzlerafnsLdNdwda dmG haw 6mdng hsmeea per BCSl.edi—M B7.r Blg,—ppGmda. Ap*pinommd.fa- BC DL TW ECT dferto dp.am ISMV dacha plate JdN Glom. uJ¢s. ndeddM ws. Rekrmd,awvq.,a,azrad.rdmdpmte `O G—Pp ` f.: BC LL O.Opsf O/A LEN. 40 h d, TOT.LD. 32.Opsf. EAST COAST TRUSS MwlohthMdffft WWMPVPbft Vh'k 04lp,YdortM wcww" ofPlarwlar olnP�r�rrorn.a.bnxw�.. TMw�b.naw»dara wro DUR.FAC. 1.25 JOB M 22511 s es sr. awe BLVD, rr. PreRcs ¢t s4gaa %rwVd 1tLErtl MPWWftdV*Bua'° 19 PreµMISM02 Frn,or W=wW n.�dd.pe'._d nd®p pg Wtrsewm k= 1908 NW 11 2th Ave GpFlCe: (772}1G6-2l80 O4ru (TJ2FICg-o39S mvacc:w..,A*bcQ=n;TPI:w�•#kmcV.WTCnww. xma:Icc:vm Jcw.-g Pompano Beach. FL SPACING 24.0" TypE Job:(22511) Owner BuII0er ,LOUIS MAK I IN— 4U' X 4U' / AZ Top chord 2x4 SIP #2 ' Bot chord 2x4 SP #1 Webs 2x4 SP #3 140 mph wind, 16.00 ft mean hgt, ASCE 7-05, CLOSED bldg. not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL-0.0 psf, wind BC DL=0.0 psf. Iw=1.00 GCpi(+/-)=0.18 (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPFS or better T brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240live and L/180 total load. Creep increase factor for dead load Is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. T I MRS Uvvkj. rKtrAKLU CT I r7t ru.r1 Nr- JUts UMIL.Nrn MUUIt M MUM I rcuaa Mrrca LATUU I Ma)dmum forces , Endpts Tens Comp Endpts Tens Comp Endpts Tens Camp Endpts Tens Comp 0- 1 35 0 4- 6 3444 3333 6- 7 3242 3117 2- 4 3440 3338 8-14 4265 4101 14-17 4265 4101 18-19 4265 4101 19-24 4239 4073 25-28 3243 3118 28-30 3442 3332 33-34 35 0 30-31 3438 3337 6-10 3114 3135 10-11 2938 2890 3. 5 3123 3142 13-15 2938 2890 15-20 4112 4068 20.21 2939 2932 23-27 2939 2932 27-29 3113 3175 29-32 3122 3182 6-10 264 190 9.10 339 176 9-15 1257 1312 14-15 408 400 16-19 261 263 19-20 416 404 20-26 1230 1284 28-27 338 173 27-28 261 187 Wind reactions based on MWFRS pressures. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 22' .I 9' Ff— 410"14 4'1"2 —+xxe-- T4"9 _� 277 4'5"11 -- 1 7'6'5 I 4'1"2 - 410"14 12 Igmi61 14 A 19 MW S2(3 © (a) (a)Lj 28 v2X3 � a :rt5Nx6(A1 m INNEIR tf ►t10111110f 40' IeF�— 8'7"2 1 5' —f 24"9 5' I 872 l-- 2' -+1 R=1407# U=1002# RL=146/--146# W=8" F-- 2'--4 R=1407# U=1002# W=8" LEFT RAKE = 2'1"5 RIGHT RAKE = 2'1"5 LEFT JIG = 972 RIGHT JIG = 972 DESC. = A2 SEQ = 105537 PLT. TYP: WAVE OESIGNCRR=FBC2W7RESnPI-1➢0¢FrIRT-D%(O%M QTY= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE=0.1830 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 Morris A. Shashoua TC ILL 20.0 Sf REF "IMPORTANT"FURNIENTHIeDRAWINGTOALLOONTRAOTOROINOLUDINOTHBINSTALLERB. P.E.Ucense#19554 p DATE 06202011 T,u""nquFa o4rnsest tevfip,Aar, is trste6,emd6 dW Rdvbod ra"th"tlnt"ddimofSCSI(Bu7dmeCmpowri6ddy ' gTPi.dwrcvrQ®rdy TCDL7.OpSf a�mP�a::Qae�n.wwc. WhAoadelpwd"tmQarmyhad,gpreC51. DRWG .:�ECT1- ,madl..mw CcNdvllawpopAydmdedam,d,ad�d,q .,dmmnd-d "h—pl.wrr ' oalpuaa�. Luatiuoa—UP—natrd�1 b*ddwebs SI dWhv.6ocYptaaldPa6GSlsadcwB3.WaeI6n�Oca6laAppYP�badhw Apply. BC DL 5.Opsf Tw eiIdp, d—B3,B.ad».I� Rdarodr"vv.I66n-zfor.r 0.0 sf BC LL (3 Winmram rdbe8. RW eulAnP c.nw�. c+.w Ina.tm,w m rOpuaYbfamydniationfmmtlin d,"«t,P, Z""—dmwea�lb,n—,f°"'m"'"m'"NsurPll.'f.1 �mnP,v,opp*bV. �1°" TOT.LD. 32.0PSf O/A LEN. 40 BAST COAST TRUSS w�wm .wfwt&d.1p-' ..nW.ld.'maur DUR.FAC. 1.25 JOB #:22511 slew f..Wdnwh.ra»I•w.�ardll.eraldo..a.P.fANevrPr,s.a5 1808h1W112thAve I SPACING 24.0 TYPE HIPS c ei sr. LBaE srxv. FT. FU= Er. 6mce: (nzyr6c-zee6 eu: (rreH66-5= P" mo.Mmmmemnaapv.aa.dootmp.e"mdn"ar�cac rrWBM- ,,.gym TPt.,,,.ak.I„Pwrer,;,r».,,,ea�y—m10c;�,,, J—d—,P Pompano Beach, FL )b:(22511) ,owner busaer ,LVUIS MAK I INtL 4U' X 4U' / A3 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 ' Webs 2x4 SP #3 140 mph wind,15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, not located within 6.50 It from roof edge, CAT II, EXP B. wind TC DL=0.0 psf, wind BC DL=0.0 psf. Iw=1.00 GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets Lf240 live and U180 total load. Creep increase factor for dead load Is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 7.50 ft from roof edge. f i10 1 11' - I 18, THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MaAmumforces Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 0- 1 35 0 4- 7 3383 3316 7- 8 3051 2938 1D-16 3551 3377 16.18 3550 3377 19-20 3550 3377 26-29 3051 2938 29-32 3382 3318 35.36 35 0 5- 6 3097 3077 6-11 3096 3076 11-14 2750 2676 12-15 2750 2676 15-21 3385 3318 21-22 2751 2718 28-30 3096 3117 30-31 3097 3118 31-34 3104 3122 7-11 432 472 9-11 362 245 9.15 735 782 15-20 205 206 20-21 348 326 21-25 718 764 28-29 431 472 29-30 275 49 Wind reactions based on MWFRS pressures. 11' r Fes— 6'0"10 --- — 4'11 "6 6'0"9 3VII 1 — V2"5 — — 4'11 "6 —+h— 60"10 �I ] 16 � 1z 18 20 a p o3X4 29 lz3X4 o6 3 11 e 12 15 21 eM2- 2-8 30 40' - 5'6" --�f� 5'1"2 --+— 3' �1� 3'0"9 —+-- 6'0"9 2'10"13 3' —+-- VV2 516" '1 1f 2' --I R=1407# U=1002# RL=168/--168# W=8" Endpts Tens Comp 2- 4 3382 3323 20-27 3534 3359 32-33 3381 3323 3- 5 3104 3081 23-28 2751 2718 7- '6 275 50 16-15 338 323 25-28 361 243 I.- 2' +1 R=1407# U=1002# W=8" LEFT RAKE = 2'1"5 RIGHT RAKE = 2'1"5 LEFT JIG = 11'87 RIGHT JIG = 11'87 DESC. = A3 SEQ = 105543 PLT.TYP: WAVE DESIGNCRR.FBC2DO7REI "rr lRr-VA(Dx)oID1 QTY= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE=0.1830 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISHTHISDRAWINGTOALLOONTRAOTOR$INOLUDINGTHEINSTALLERS, Tnm""mq�ma o4e,ia meinrakfafY6� B� isbdfrp ald heco,0. P..Wtl d fdb"br Ie96toddimd BCSI (B lAry Cmmw,rt 6�dy rdwnudw,, 6yTPlmd WTGy W cCdy ,pdowprf dn�n.n�l"wra.wop h,d"paB21. Moms A. Shashoua P.E.Ucense#19554 TC ILL 20.0 Sf p TCDL 7.Opsf REF DATE 06202011 DRWG i:m sr�iyY riVp s ECT � �F F ,,, ,addaid�re r� �od�m� char h—bnoft habW p>BGs1—fior.Ba, B7 or 131D,—ppcmble. Ap*ptt. 1—chfte ofNm m.&p1,otivrmW.1.d "nth"J"bd DtaOa. udesn atedW awry n"xrmd,saua�dpbd"p�tlN,n,WXV. Ca Ine. Bu7to lefah.Wft,.hW BC DL S.Opsf BC LL O.Opsf Tw EAST COAST TRUSS c Ba sr. amg moD. rr. rgBcg n sas4B oFnc¢ (nz}rcB-zrao rtx: (vnHcc assB Y b . I.-d wMANSVWI I, k t.D.Uon B• a b s"h�rm" ewr! ANBUfPI,,>r>h,..hp�, b � w m mr d+M+p v mwr prp rma Bi b.�, gar. "e.p,� er plar"ter W foripiindnisYrnrpvr tc1toBulftC obrrprrANWrP1ISeLl nwBDG,,,, A-t-a-MTa�°,;, #U.LWWr"CA--'~tea, y,.Mi c Jc-d n 1so6 NwllzthAve Pompano Beach, FL TOT.LD. 32.Opsf O/A LEN. 40 DUR.FAC. 1.25 JOB #: 22511 SPACING 24.0" TYPE HIPS )D:("LZbi 1) ,UWner banger ,LUUIJ MAK I IIYiL 4U- X 4U / A4 Top chord 2x4 SIR #2 Bot chord 2x4 SP #2 Webs Zx4 SP #3 140 mph vvind,15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=0.0 psf, wind BC DL=0.0 psf. Ivor--1.00 GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240live and U180 total load. Creep increase factor for dead load is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 13' I Klb UV11U. I'KtVAKtU Or I Kt ALVINt: JUtl UMIUNrK YKVUKAM MUM I KUbb W-Kb LATVU I Mabmumforces Endpts Tens Camp Endpts Tens Camp Endpts Tens Comp Endpts Tens Camp 0- 1 35 0 4- 7 3319 3296 7-10 2861 2768 2- 4 3312 3296 9-15 3122 2949 15-20 3122 2949 21-24 2860 2768 24-27 3318 3296 30-31 35 0 27-28 3311 3296 5- 6 3073 3012 6-11 3071 3010 11-13 2578 2471 3- 5 3088 3022 % 16 2578 2471 16-17 2578 2513 19.23 2578 2513 23-25 3071 3051 25-26 3073 3053 26-29 3088 3064 7- 6 294 60 7-11 579 543 B-11 391 298 B-16 437 482 15 16 401 398 16-22 437 482 22-23 391 298 23-24 579 543 24- 25 294 59 Wind reactions based on MWFRS pressures. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 14' I. 1T - TO"10 5'11"6 T T 611"6 I TO"10 —� ] 15 4V — 1;'1 6'6" 6'1'2 6' 6' 6'6' ^1 Fr- 2' -+i R=1407# U=1002# RL=190/-190# W=8" i 1 1-- 2' --1 R=1407# U=1002# W=8" LEFT RAKE = 2'1 "5 RIGHT RAKE = 2'1 "5 LEFT JIG=13'9"12 RIGHT JIG=13'9"12 DESC. = A4 SEQ = 105549 PLT. TYP.-WAVE oESIaNCRiT-FOC7DWREr.TPi-9 IRT-O%(09kWP QTY= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE=0.1830 idd �ss "'"i;s ECTd.��n®ma.admmelddam�wmwad..n,e "IMPORTANT"FUIRNIBN,THIODRAWINOTOAALL LLCONTRACTORSINOLUDNI MEINSTAUBRe, T— *"mme. lnfWl� . YaNPuq oWbmft. Raf WWW km"wn.t�m.dm"deasl(e oc�c.�nt° r nrTPI�dWTGA)f k W pd.towf..d. Nemfu,C6nc 46b0aadd pwde t-gNu�m W W5GSL e opaty �ipld oe�B l WownTarpamznt Wtl drs4hYd—W chat luN hs@led Pr SCSI 83,Wa8f0,®yp�nd.•MpY PI-11fan Rdata �aw'vgaiwA-zfvaL�rd P1�e mvedao U'W Um Ikff �IsSVrPI 1. wfmmry deNafi=,VsZtro, a m°i�„cvd011ui"�''ANS�If''fO"'a"�O'` " P.E.Li nse#19Morris A 554 TCLL 20.Opsf TC DL 7.Opsf BC DL 5.0psf BC LL O.Opsf TOT.LD. 32.Opsf REF DATE 06-20-2011 DRWG TW O/A LEN. 40 EAST COAST TRUSS 62&i St. L9LIE SLw. FS. YIF3tt& FL SaBIS � w � uIr awe Q ew.r PIP who tli trarrF V, nsr..eo�I.A. d pldwalartl krrry dnr6n w MIa twpdrEb dVn &"V DuVwprANWM 18n2 Famaro6dmnadonaeaQdvjobaWwelintespapaa,dtl�eve6a&s 1908NW e Pompano Beach, FL DUR.FAC. 1.25 JOB #:22511 ITYPE SPACING 24.0' HIPS 4U'X4U'/AD Top chord 2x4 SP #2 Bot chord 2x4 SP #1 :132 2x4 SP #2: Webs 2x4 SP #3 140 mph wind,15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, not located Within 6.50 ft from roof edge, CAT II, EXP B, Wind TC DL=0.0 psf, wind SC DL=0.0 psf. Ivor-1.00 GCpi(+/-)=0.18 Bottom chord checked for 10.00 pat non -concurrent live load. Deflection meets 1-I240live and L/180 total load. Creep increase factor for dead load Is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonooncurrent with design gravity loads. 15, ALPINE Mabmum forces Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 0. 1 35 0 4- 8 3243 3266 2- 4 3229 3259 10-14 2653 2580 15-18 2701 2525 18-21 2701 2525 27-31 3242 3150 29-33 3242 3266 36-37 35 0 5- 9 3040 2935 9-13 3038 2932 3- 5 3062 2953 17-19 2387 2247 19-23 2387 2289 23.24 3038 2974 28-32 3040 2976 32-35 3062 2994 10- 9 314 71 16.17 409 342 16-19 258 239 18-19 246 240 20-23 409 342 23-27 734 697 27-28 314 70 Wind reactions based on MWFRS pressures. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Imo— T5"5 �+�i► V11 "6 5' — 5' V11 "6 —�+�� T515 -- FIRM 18 FUM 40' I rl TV' I VV2 Imo-- 2' -+i R=1407# U=673# RL=212/-212# W=8" I" I V172 I TV- I MFR'S LAYOUT e Endpts Tens Comp 6.10 3243 3150 22-27 2653 2580 33-34 3229 3259 11-17 3038 2932 26-28 3038 2974 10-17 734 697 19-20 258 239 Fes-- 2' ---I R=1407# U=673# W=8" LEFT RAKE = 2'1"5 RIGHT RAKE = 2'1"5 LEFT JIG=15'11" RIGHT JIG=15'11" DESC. = A5 SEQ = 105561 PLT. TYP: WAVE DESIGNCRrr=FBC2007RESRPI-2007FfIRTW%(0%)RI(0) QTY= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE=0.1830 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNIBHTHIS Morris A. Shashoua TC LL 200 Sf REF DRAWING TOALLOONTRAOTORB INCLUDING THE INOTALLERS, Trusses nquuae,drare aein felxieeti,p, hariAog, csM�pp5qp Osmfug and teachq. Rderm.nd farowttn 6tesleddiond SCSI (BWdpg Campanen! Sefdylr(wmation, by Mond V✓rGa) fpsafety P.E.Ucense # 19554 .P TC DL 7.Opsf DATE os-20-zo11 ,,,� pectic-ptioftoperforming8e 19u diwo. 4da11na W9p'ovke lnnpaary=per BCSI. Unless nded aUtatvise, dvdehar hawpropedyetladwddndpd and bdtundwd ohollh prop dy ft dBlda.a,n• termed nfa p waved» -be BC DL 5.Opsf w:awv shaA lets hmdrp hof sedons B10, eaepp�ee.Applyplateefo meh faw DRWG TW E etwmrbove Jotrd Dr ort and Pawn m shoves above and ontlpJdtd Ddals, tedess noted otherwise. Wort.drawings MC-p neno;Group plater n\N Bulmp Camrwr,erle Group bw. Notl not he tespas0k fca,ry deviationfrom the d,awuq. BC LL 0.0psf faNaeta build dw bwe inconf wahANSVfPi t, �farlwnd�a, aF,tpp6q,kwte0atim, s t,adn0at,u TOT.LD. 32.OpSf O/A LEN. 40 A NI on t* *wAlp a cover pp YHklp Bi d". btdalte ttooeptewe d ptdetdond DUR.FAC. �.25 JOB#:22511 LAST COAST TRUSS WW•tlwed.bwn+a.bnerow.Tmu*&b*wWL.edweat<ww 6�86 BT. LUUE BLVD. Fr. PIERCE 2 34010 DFelcsr tT72}166-2100 FXX-- (772t70S-6M Donny ebudtn YBr nepm&ftdtlw &Mm DWpvprANUMI I Seo2 pc mo,a Ma hn ceetldslabet e� papa end tlrsavRh r�Ce;, r„ a„bep•m cTPI;„., Aph.Lo .wren—.bd L1ft, T%1Cc:,.,a,>—e-9 1908 NW 1121h Ave Pompano Beach, FL SPACING 24.0" TYPE HIPS )b:(22511) ,UWner ttuiI0er ,LUUIS MAM I IN.I:-L 4U' X 4U' / AO Top chord 2x4 SP #2 Bot chord 2x4 SP #1 Webs 2x4 SP #3 140 mph wind,15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, not located within 6.50 ft from roof edge, CAT 11, EXP B, wind TC DL=0.0 psf, wind BC DL=0.0 psf. by=1.00 GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240live and U180 total load. Creep increase factor for dead load is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 1T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Maximum forces I • Endpts Tens Camp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 0- 1 35 0 4- 6 3243 3325 6- 7 3077 3057 2- 4 3238 3330 9-11 3077 3035 11-16 2457 2362 15-21 2394 2197 22-26 2446 2352 26.30 3077 3035 28-31 3077 3057 31-33 3242 3325 36-37 35 0 33-34 3237 3331 5.10 3105 2942 10-14 2682 2533 3- 5 3115 2950 12-18 2682 2533 18-19 2195 2017 19-23 2682 2575 25-27 2682 2575 27-32 3106 2983 32-35 3115 2992 6-10 '292 309 10=11 452 312 11-18 633 598 17-18 444 443 17-19 196 197 20-19 424 449 19-26 639 603 26-27 453 312 27-31 292 309 Wind reactions based on MWFRS pressures. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 1T. Fes— 92"8 54"12 f— 6' 64"12 � 4'1"15 ��I' — 92"8 FIRM LZWJJ 4 p g3X4 11 26 C3X4 ff6N7 �e 316 12X3 02X3 E- 3 3X%A1) 1II X6(A1�BI $,S U 37 10 1Z 18 19 0 v27 40' 5'1"2 3' 5'10"4 3'1"12 I 5'1"2 + 8'6" F-- 2' -+I lo- 2' -+I R=1407# U=672# RL=235/--235# W=8" R=1407# U=672# W=8" LEFT RAKE = 2'1"5 RIGHT RAKE = 2'1"5 LEFT JIG=18'0"5 RIGHT JIG = 18'0"5 DESC. = A6 SEQ = 105570 PLT. TYP: WAVE DESIGNCRrr-FBC2Da7REUMI-2002FTIRT•4D%(C%)IM QTY= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE=0.1830 -WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNI®H Morris A. Shashoua TC LL 200 Sf REF THIO DRAWING TOALLOONTRACTORB INCLUDING THE INSTALLER& Trva"es regi8e rxmarrx,— mB.d 4ed,9. Rdabrtd r°m"B"bled edm""fSCSI (Bumv. " Safety°"mrmb byTPI"awrG)r 'd�, P.E.License # 19554 .p TC DL 7.OpSf DATE 06-20-2011 PraNcea Prior to Pcrfa,.. &vnrimdiwu. 1-tag—"P,"m.bY,paary P.BCSI. u�.,deealKm".wPaaadmrl�P iy �udu"�I,�ay� bad -dead I"-- 9CB r r®Pen�eRRaeorestrallofxebs wenr BCDL 5.Opsf DRWG TW Cd�W�P�aw�d�� W.th.Jmrod�,w® d�P R.rrmdaw twnzra .WhxPaa .fad BCLL O.Opsf �[T �B aDe160A.f. be.. rda�w�a d.wue, swm arm in `""�"`°"it `NSVrPI'''fbr''�B'°"°°'r°'' t.2di TOT.LD. 32.OpSf O/A LEN. 40 AMYanftdrnkp arawrPPh"ft h 'Fdcrr.ramarPafwiad DUR.FAC. 1.25 JOB #: 22511 EAST COAST TRUSS ew■ital airalu.afftdreft 5.'.Bi Sr. LIIQE BLYD. Fr. PDiBBCB FL54946 ary+m..I.n.r.�or.eryaB.e +aroo.(a.rarArrsvrw�B.os 1908NW 112fh Ave �� SPACING 24.0 TYpE HIPS Drmcz: (LUCIE B-zreB My. (772irB6-aria Farmo,e Man�ionsae B,®Job'cg— ndeopagaanda,esaweb Wes: mow;„„ lotw KTPI:„„w�ow.VVr�,,,,�, Abd �,,",,,ICC:,„,,,Jcmda.a,g Pompano Beach, FL JD:(zzt)i l) ,Owner bullaer ,LUUIJ MAK I INtL 4U' X 4U- / A/ Top chord 2x4 SP #2 Bot chord 2x4 SP #1 :B1 2x4SP#2: Webs 2x4 SP #3 140 mph wind,15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=0.0 psf, wind BC DL=0.0 psf. M--1.00 GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240live and L/180 total load. Creep Increase factor for dead load is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Maximum forces Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 0. 1 35 0 4- 7 3159 3322 7-10 2754 .2813 2- 4 3154 3328 9.12 2754 2796 12-18 2188 2156 16-21 2152 1999 22-27 2197 2164 27-31 2754 2797 29-32 2754 2814 32-35 3158 3322 38-39 35 0 35.36 3153 3328 5. 6 3102 2862 6.11 3101 2861 11-14 2607 2377 3- 5 3111 2871 13-19 2607 2377 19-23 1996 1784 23-24 2608 2419 26-28 260E 2419 28-33 3101 2902 33-34 3102 2903' 34-37 3111 2912 7- 6 288 59 7-11 499 546 12-11 3B0 250 12-19 - 774 744 17-19 452 517 19-20 223 205 20-23 517 471 23-27 771 742 27- 28 381- 251 28- 32 497 545 32- 33 288 58 Wind reactions based on MWFRS pressures. 19, t 6'5"12 1.,. VN7 —+-- 674 — 2' I V2"4 ---+— 5'4"7 n ja 65"12 w m5X6 18 c zt X =3is'4 Rb� 35C4 40' B1 N N_ Imo: 5'11"2 I 674 t I 5'1"12b.+. 5' —+ I 674 611"2 41 t-- 2'--4 to— 2' ---i R=1407# U=672# RL=257/-257# W=8" R=1407# U=672# W=8" LEFT RAKE = 2'1"5 RIGHT RAKE = 2'1"5 LEFT JIG = 20'1"10 RIGHT JIG = 20'1"10 DESC. = A7 SEQ = 105645 PLT. TYP: WAVE DESIGNCRn"FBC2rp7RESfrP47W1F /Kr-G 6(O%WR QTY= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE=0.1830 ECT EAST COAST TRUSS s:as sr. ttttrB BRB. rr. YlEDCB FL x+Brc oFnca: (nx Sa-z+eo PtiB: 978NOB-SaSG "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI T—"AIM"P�ORTANT"FURr TH RAµ�0 -00 RdTOaRB�NOLUDINOTFIEINeTALLLRI, fdl.ww.Idc.I.,=d SCSI (B:.w.re C-P--d Sddy I"rm�m� M TPI and wrcn) f«®giddy a dW s dd W�dh—bbr� BBCS �r � . 13 o-ppB bW p dY�.*-hWI3ArZf. �. .D . bead fxa Rm.,f.�.> rnvBu&&V •GNup.. .d�.�.�I.f. -y�o,f .W d. ft, a �� 6u.r.aNum. QhANSVMI1.afor�' Awlaerid'Mft0raarM"Vgid.Mp,tWor..ee.ptalwdploM1.ia�l •VI.Me.a..Ign-'I Th.ui.Mudu.dit- I r.nrry Allatu.YY.Iwpar6bdit8WdlV D.4wprANWM1 GwX F.—kdm:.im.aBd.l•b'.8.- n&— ap. Wfi b.k- Ica, ,gym sit nc�Icc:...m.r..� Moms A. Shashoua P.E.Ucense#19554 1908 NW 112thAve Pompano Beach, FL TC LL 20.0 sf p TC DL 7.Opsf BC DL 5.0psf BC LL O.Opsf TOT.LD. 32.Opsf REF DATE os zo zo11 DRWG Tw O/A LEN. 40 DUR.FAC. 1.25 JOB #:22511 SPACING 24.0' TYPE HIPS Job:22511,Uwnerbuflaer,LUUItiMAKIINt-/gUX4U-/GJI Top chord 2x4 SP #2 Bot chord 2x4 SP #2 140 mph wind,15.00 It mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=0.0 psf, wind BC DL=0.0 psf. Iw=1.00 GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 2X4(A1) I KIA' UVVU. rKtrAKtU tlT I Ht ALt INt JUn UrtMINCK rKUUKPJVI rMUPPa I KWA PAI'FCJ LATUU I , Maximum forces Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp �Endpts Tens Comp 0- 1 35 0 4- 6 133 32 2- 4 176 52 5- 7 0 0 3- 5 24 12 Wind reactions based on MWFRS pressures. Deflection meets 1-1240 live and U180 total load. Creep Increase factor for dead load Is 1.50. l Fes— 414 —+t 7"2 2' 1' R=379# U=2929 RL=44/-28# W=B" R=242/-39# U=40# NAILED R=17/-88# Rw=107# U=80# NAILED LEFT RAKE = 2'1"5 LEFT JIG =1'2"6 RIGHT JIG = 3'1"6 DESC. = CJ1 SEQ = 105514 PLT.TYP: WAVE DESIGNCRrr-FBCMME5nPI-2DO2n/U-O%R%YDP) QTY= 8 TOTAL= 8 REV. 10.02.05.1129.12 SCALE=2.0543 "WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"PURNIOH Morris A. Shashoua TC LL 200 Sf p REF TRIO DRAWING TOALLOONTRAOTORO INCLUDING THE IN®TALLER®. Tnmcea mgLfte ram®" In f+MWft fanffM. h(m�, qad Prig. Rda to.nd foam" blest.ddkn ofSCSI(Bwenp C-p-9 sally` �1 °d:, b'n byTPl.rmwrcy fa.ffiely P.E.License# 19554 . TC DL 7.Opsf DATE 06-20-2011 ur �dt�ew h—pwp DRWG :h�S�r�ECT .,� Y -d !,/ Yd�W&-ka'pmerW..h° b=d a .Wh—.a.aaNaY'�eadoWmkp. rncalaaww rrPa ®wM.. n5mNld a NsAppypLEabaMfra BC DL 5.0psf TW Rd.W&-bpY.tdodprBCSl.atlwa87.WrefDo dYwmd PosBonndrwvn.brn�rdan DaJg6t Detain, Wasndal dhawhe, Refvm�°fwA-z��Y BC LL O.Opsf my Bd�g c.oPalabGlap hndotl mtM'6pacYlafarmY MAatW,fian DidiawYq. ra..YwawaaNsaIna.d vwhANSVrPI1.vf.hrabg,a�naYcfdafp a de.v TOT.LD. 32.OpS O/A LEN.. 1 A wi an tli dr.hp v aa.f pp YMp fhY 3.wFa kdla�..ogf ptro d pdarlad DURYAC. 1.25 JOB#:22511 EAST COAST TRUSS &M S<. LUT BLVD. Fr. PIEDCE R a4BiG /rrpr.huL..Ytlr m.parhrbrdW.lsAbg D1pnrprANSVfP11 B.n2 1906 NW 112thAve SPACING 24.0" TYPE JACK oFna (Tn)iGG- 0 r.Q rrHGG-asaG �„m, A, bar.pan;TPc,w,„#6.Lm .,,vrCAI. �,.�adm,.h. nMICC;,, J= f-M Pompano Beach, FL )b'(22511) Uwner t3ull0er LUUIS MAK I IN =4 4U' X 4U' / W3 I HIS UVVU. VKLFAKtU tlT I Ht ALFINt JUS UtSIUMK FKUk9KAIVI YKUM I KUSJ MFK'S LATUU I Top chord 2x4 SP #2 Maximum forces Botchord2x4SP#2 Endpts Tens Comp Endpts Tens Camp Endpts Tens Camp Endpts Tens Comp 0- 1 35 0 4- 6 14 50 2- 4 34 51 5 7 0 0 140 mph Wnd,15.00 It mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere In roof, CAT It, FRCP B, wind TC DL=0.0 psf, 3- 5 33 22 wind BC DL=0.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets 1-I240 live and U160 total load. Creep Increase factor for dead load is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 6 R=-O# U=33# NAILED I-- 4"1a f 2'7"2 2' I 3' - R=344# U=203# RL=63/-32# W=8" R=260# U=25# NAILED LEFT RAKE = 2'1"5 LEFT JIG = 3'3"6 RIGHT JIG = 5'1 "4 DESC. = CJ3 SEQ = 105515 PLT. TYP: WAVE DESICNCRrr-FBC7DB7REWMI- DMIFrIRT-O%(C%)N(a) QTY= 8 TOTAL= 8 REV. 10.02.05.1129.12 SCALE=1.3606 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Morris A Shashoua TC LL 200 Sf p REF "IMPORTANT"PURNIBHTHIG DRAWINGTOALLCONTRACTOR® INCLUDING THEINSTALLER®, T��.*.".w.ti*a rooav Dr Irm.mb, a Bcst l 9 Dot. sexy nam�el� ey TPWW wrCN f. oery P.E.Ucense# 19554 . TC 7.Opsf DATE os20zo11 I�id a�'urMc���'"I'�d �ddvY�lav�po�.na�indm�umav �nd�'maindod �e.r.,�aP.` a °w`Qe;aoWpB.W. Apply , BC DL 5.Opsf DRWG Tw ECT Rdn W&d*W16-V..Wvm ndmtleJd dDAeb vdesstdN dMxisa u(b=dWpmN nn W=iemep•m�wii� nw Wfift Cw.V..6 Gupbc.cl.tl�clh�rapwm2lawr�yd�simrmnDmNw,+�o. BC LL O.Opsf a rx"•m ° 'tip" "m"a ""surPl'''f'n.m°°'°I+�° tee•" TOT.LD. 32.Opsf O/A LEN. 3 EAST COAST TRUSS A wi m!i dNlYip a mIr pp 4Yp � � V. YNaln eooytro� d pahrkni .a►.rYYI•w• •ollblarY.a.bltlaxtWWWWb DUR.FAC. 1.25 JOB #:22511 rr. rrrz+cs WM1802lrb..ao ra.roen.nnrrn.r«vn.�yawauusto.Ia.prAneurw� s.aa. 1908NW112thAve SPACING 24.0" TYPE JACK sseo sr. auae mvD. orrrcB (nz}rcD-zreo rsa (77zNa-aasBce ,• Sir, „ ,yd m,trym Klcc:w.wr�m.� Pompano Beach, FL Builder .LDUI5 MARTINEZ 4U' x 4U' / Top chord 2x4 SP #2 Maximum forces , Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 0- 1 35 0 4- 6 32 66 2- 4 0 93 5- 7 0 0 140 mph wind, 15.00 It mean hgt, ASCE 7-05, CLOSED bidg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC 3- 5 9 33 DL=0.0 psf, wind BC DL=0.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/2401ive and U180 total load. Creep increase factor for dead load Is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 2' R=1U2# U=799 NAILED I 414 I 472 - R=3599 U=209# RL=88/-35# W=8" i i 5' R=273# U=26# NAILED LEFT RAKE = 2'1"5 LEFT JIG = 5410 RIGHT JIG = T1 "4 DESC. = CJ5 SEQ = 105639 PLT.TYP: WAVE DESIGNCRn•FB(2707RESrrP42002FnRT•0%(09kJR1(0) QTY= 8 TOTAL= 8 REV. 10.02.05.1129.12 SCALE=1.0171 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNIBMTHIODRAWINOTOALLCONTRAOTOReINOLUDINGTHEINSTALLER& Morris A. Shashoua TC LL 20.Opsf REF Tnsa.on:q�3�adtene euein fabrfotinp,hrdrnp, iaG�q "id Refabvd raowmol s�sy° °."ate nyTPI"�a�ni rpwSCSLrar ke,fur P.E.Ucense#19554 TC DL 7.Opsf DATE 06-20-2011 crrr*v b— c'amm piQ topMmiigO�fuiCiaic 4shHu�dolpwido te�very Matq pr BCSL ll GiordsNllm�pm_W fy bdrd, a: od bodom chord v-in � bn dpa w3 p.lmlbuvh_fmpanm�a _.W&-b. dYimmd ndcwnehneendmtlnJait Deta3s, uYaa nded dbnM4e. "h w8CSI"diom83.BT.BIO,:gri®h Ap*pbklo Draw BC DL S.Opsf DRWG TW eCT mf��" my e"ed„e k:o,apo� � Irc. a�°�pv� r>.y dam>a, bm� w.e�u,a. BC LL O.Opsf taYue b bu0d Br birsa hoadannanmwdh ANSUfPl1, vM handOrrg. oIdPPFq, hda0ation b TOT.LD. 32.Opsf O/A LEN. 5 EAST COAST TRUSS A awl m Bi dnn�tO or owr pp� MFp w. dI.nlle, Yuorn eopgiaw e1 pnX�wklal DUR.FAC. 1.25 JOB #:22511 INF Sr.7LUUEn)4 BLT'D.Pr.FfE7-CE FL S491G ,o.Iq pwAN8r11Gw, 1908NW112lhAve SPACING 24.0" TYPE JACK riG oFrTcs 772)SSO-2d80 PS8 (7rHco-b39G For—lyd—horn®hiob`.q.. d"pg—rde,e —bU- rtweccw,, Awbm o sTPb #ffmLo :W~ b*WLaby=MICC:. J=Safa 0 Pompano Beach, FL Job: 22511 ,Owner Builder ,LOUIS MAR I INt4 4U',X 4U' / tJ / " THIS DWG. PREPAKhU 13Y I Kt ALPINt JUt3 U1=51GNtK PKUGKAM t-KUM I KUSS Mr -KS LAYUU I , Top chord 2x4 SP 92 Maximum forces Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp ,Endpts Tens Comp 0- 1 35 0 4- 6 49 85 2- 4 3 138 5- 7 0 0 140 mph wind,15.00 ft mean hgt, ASCE 7-05. CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC 3- 5 27 60 DL=0.0 psf, wind BC DL=0.0 psf. h1>=-1.00 GCpi(+/.)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and U180 total load. Creep Increase factor for dead load Is 1.50. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. T 7115 I r 2' R=J U=120# NAILED 1n f� iV l0 672 T - R=379# U=240# RL=113/-39# W=8" R=284# U=40# NAILED Mi LEFT RAKE = 2'1 "5 LEFT JIG = 7'5"14 RIGHT JIG = 9'1"3 DESC. = EJ7 SEQ = 105513 PLT.TYP.-WAVE GESIGNCRn-FRczaorResRa%(0% q QTY=28 TOTAL=28 REV. 10.02.05.1129.12 SCALE=0.8121 "WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Morris A. Shashoua' TC LL 200 Sf p REF . .. !'IMPORTANT"FURNIeH THIe DMWIN0,TOALLCONTRACTORS INCLUDING THE INSTALLERS, Tnsto:ryuY-ommq�r,fmtmsv,b.��e. Pbv. tcfePxq.d b,®q. R.Wt—W . Mp,p-�th btd ft-: fBCSIis�,C-w ..tS.WyhW..6„brTPI.dwr�f�,®rdr P.E.License # 19554 . TCDL 7.Opsf DATE o6-20-2011 == I*dmd v��e � b wWbW=dwd �bM• ^� �W—fwP.:: tWwW.�+m.w BC DL 5.Opsf DRWG I:m'siv%,n lmzcv ..b"r ewe bseum W SCSI-6m B3,Br a S18, w wn�. MMrq�m�f. ... ' Tw W,d.W w� . RrrwB-V a',�mw.nd�,rmw�, BC LL O.Opsf ECT C-9--ft C-w1 mvB.a�,g��.w>P bye,md°': vAmANSMPI1.Qf.nandu°'`hopira u s TOT.LD. 32.Opsf O/A LEN. 7 UST • COAST TRUSS .to ANIanBiYdt�wYipamwrpp FtlitNdlwip,Maiwmptiia grpghwlglrl _ .. DUR FAC 1.25 ' JOB #. 22 511 6'Ai ST. LIICIE BLYD. Fr. PIEnM FL 34946 .. - -, 1908NW112thAve SPACING 24.0" TYPE EJACK r.,E: BrrtcE: nzHSS-z3eo ( fTTzHSe-533S _ Fu mwaMmmatim cm M6Jobe7d d :-paV-de—bsk rTMM..,MAaye.�;TPi:wA,v.ohao;WrCa�..b*wusa.oiCC:�Iccmf"..g Pompano Beach, FL Job: 22511 ,Owner Builder ,LOUT MARTINEZ 40! x 40' / HJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Maximum forces Bot chord 2x4 SP SS Endpts Tens Comp,. Endpts Tens Comp Eridpts Tens Comp Endpts Tens Comp Webs 2x4 SP #3 0- 1 18 15 4- 7 664 2630 7- 9 32 71 9-12 142 0 2- 4 665 2667 5 6 2560 618 6.11' 2472 608 11-13 0 0 Special loads 3-. 5 2528 620 7- 6 948 110 7-11 619 2517 B• 10 561 0 -(Lumber Dut.Fac. 1.25 / Plate Dur.Fac. 1.25) TC- From 0 pff at -2.90 to 54 plf at -0.07 140 mph Wnd,15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC TC- From 2 plf at-0.07 to 2 plf at 9.84 DL=0.0 psf, wind BC DL=0.0 psf. Iw=1.00 GCpi(+/-)=0.18 BC- From 2 pif at 0.00 to 2 pB at 9.84 TC- 34.59 lb Conc. Load at 1.41 Y (a) Continuous lateral bracing equally spaced on member..Or 1x4 #3SRB SPFS or better'P brace. 80% length of web TC- 87.99 lb Conc. Load at 4.24 member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6' OC. TC- 204.89 lb Conc. Load at 7.07 BC- 483.65lb Conc. Load at 1.41 Deflection meets L1240live and U180 total load. Creep Increase factor for dead load is 1.50. BC- 519.62 lb Conc. Load at 4.24 BC- 546.30lb Conc. Load at 7.07 I-{ Wind reactions based on MWFRS pressures. 5'0"6 I 4'6"2 T 3'75 1 E 2'9"15 471 R=1121# U=398# W=10"9 ITMVA 4'6"2 R=254# U=228# NAILED LEFT RAKE = 2'10"14 LEFT JIG=10'2"4 RIGHT JIG=12'8"14 DESC. = HJ7 SEQ = 105531 PLT. TYP: WAVE DEsicNcwr-Fac2mrREsrrPl*DO2FrMT-W.M%Wn QTY= 4 TOTAL= 4 REV... 10.02.05.1129.12 SCALE=OM57 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"PURNISHTHIS DRAWING TOALLCONTRACTORS INCLUDING THE INSTALLERS, mm m"wecslrew�a�4c. �r`�w°ImMT"P.�w°rW» p rmP.d. +ron..araado.. tad.-"Plaw.wg..a- WBCSt. P, Morris A. Shashoua P.E.License # 19554 TC LL.p ' 200 Sf TC DL 7.Opsf REF DATE o6-20 zo11 DRWG „• avmn 1 :".1J1'SlY1.Y. 'BfJJA:. ECT EAST COAST TRESS 5285 OFF5C8: in if6B reap - PIERCEL 349B adadw�,.. d.mwen.wP•Pandl.dodd n. b.d d,.d d, hmap,.pely rVd.m&p.tnotl., W-f.rpaauv.btmA'w"wd-b. dOrbrd,P h4'Wdp.BCS1-.0 aB3, Bra�Bto... app.cabl.. ApWr pmwm-d, f- RdY tl dPI 101 dpancbow.ndmth.JandDdaY..vJes.n.ledaprrdsa Narrmdlaamp.+BaAzrar_whw. Fdep�m�e rrwBuwWidRly ee,c,.abwdd n.tb.asPo s3kro dowmoara.a m.d.wGq, rb,amt un..,..am,da„®,�awat,ANSIrtPIt,arrartandfi,q,ddpphq,+ al,.d,pwe,�. A.ol. ft bwFp w0wwP.PY&Qft8.,lYp,ildalr na.ptrw ar rda..to-P.r. W-*wm.d..tQ. _ TA.U"ftlndUwc1 .Bffwa w.ra �wloPoreryora.w�rao.awP.rrwevlw r saa .. FamamW-6.-Ubjob'. PQ, Wr rt. andt- .b.Mm .. .`'.. -. .. .• nMCG:w,,, XvbM.aa,;TPI:�Jp d=g;wrCA: a �d�by.oxmiCc:� Jccsd.alp - . '• +' -19OENW 112Ul Ave Pompano Beach, FL BC DL' 5.Opsf BC LL O.Opsf TOT.LD. 32.Opsf TW O/A LEN. 91001 DUR FAC 1 2 22 JOB #: 511 115 ' SPACING 24.0 TYPE . . HIP JACK :.