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SUBMITTED PAPERS_1
OFFICEUSE ONLY - DATE FILED: PLAN REVIEW FE : RECEIPT NO.: n I IS CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: 1 1iri1031 1 CERT. CAP. NO.: - ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT B ILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue rCiC Ft. Pierce, FL 34982-5652 `li L P 1-1 (, 772 462-1553 a66�i +.4 (z ' APPLICATION for BUILDING PERM -�-""TIFICATE of CAPACITY/ZONING COMPLIANCE f, PROJECT INFORMATION S *ee!31 1. LOCATION/SITE ADDRESS: 3 U 2. PROJECT NAME:�SITE PLAN NAME: 3. PROPERTY TAX ID #: 3 ' —�j�bb12 4. LEGAL DESCRIPTION (attach extra sheets if necessary):�/[,06JJ N �i A 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 1 I , Jo6-��- 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: n btoi� 1 , 10. COMPLETE WSCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 1 5.. L71j V 11. SETBACKS (ACTUAL) FRONT:2 BACK: �,d RIGHT SIDE: • E 3 LEFT SIDE: . �3 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [] NEW CONSTRUCTION RESIDENTIAL OTHER (SPECIFY) [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] COMMERCIAL [ ] INDUSTRIAL 13. DESCRIPTION OF PROPOSED USE: 14. 16. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION: The value of construction is used to determine the amount ofpermit 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 SCANNED BY St. Lucie County UPDATED 6/25/09 OWNER INFORMATION NAME: ADDRE S: -� (-) - I" ..� �O CITY: STATE: ZIP: 163d PHONE (DAYTIME): 3 • Eno Email: as fl IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNERLISTED ABOVE, PLEAS] FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: MkY 9A., ADDRESS: a'q% - CITY: STATE: ZIP: PHONE (DAYTIME): C__) CONTRACTOR INFORMATION ST. of FL REG.CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESSS:, aD CITY: a PO PHONE (DAYTIME):, ARCHIT/ENGINEER: ADDRESS:. CITY: PHONE (DAYTIME): (@21) BONDING COMPANY: ADDRESS: CITY: t/t •—�11 COUNTY LUCIE opli/ e !_ ' i P10 _FAX. • 1Emai STATE: STATE: ZIP: ZIP: MORTGAGE LENDER: X4 ADDRESS: CITY: STATE: ZIP: 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. . 1 � 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 grariting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Associationf 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. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORII)/q i Y1 COUNTY OF The foregoing instrument was acknowledged before me this &9 day of 20� by �iiCJ /GQ who is personally knowny or has produced as identification. Signature of Notary Y goy , �GES # FZA Commission No. : _� SION # FF 014070 EXPIRES: July 27, 2017 �`' BondedThruNotaryPubl. ndenvritors dY✓ ONTRACTORSIGNATURE STATE OF FLORID UGC COUNTY OF The foregoing instrument was acknowledged before me this _day ofnn 20, by who is personally knowny or has produced as identification. Signature of Notary Commission No. ;xe1� ': MY C6ra116N510N # FNF 014070 •. :'a EXPIRES: July 27, 2017 Bonded Thru Notary Public Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 1 � no 6 r w OFFICE USE ONLY BP #: SECTION TOWNSHIP 5 RANGE , ` MAP NO. ZONING ,s , Its 10 LAND USE p m LOT CVG % TAZ NO. FLOOD ZONE i nEq FIRM MAP # R 1ST 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 HABITABLE RADON PERMIT CODE O AREA FEE FEE (RADON) LIBRARY IMPACT PUBLIC BID IMPACT FEE PUBIC BLD IMPACT IQ— PARKS IMPACT ►~� FEE I CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC V ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC V GAS LOT OF RECORD FEES REQUIRED PLUMBING J, FEES DATE SENT TO ADDRESSING: Cl /30/ �u REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE �^ / RECEIVED DATE ( COMPLETED INITIALS PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY 4A A&xy will be using the following sub -contractors for the (Company/InMpz�,� v al Na e) project located at (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 of Company/Contractor St. Lucie County/ State of Florida License Number Electrical �S Plumbing HVAC/ Mechanical or Roofing Cr/�s C 123 00?y Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: I®1` �y ST. LUCIE COUNTY PUBLIC WORKS . BUILDING & ZONING DEPARTMENT BUILDING PERINM SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): R �Roc7VS r �T6Lt 1N C have agreed to be the (Company Name/Individual Name) t t C'Or c_ sub -contractor for (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDv No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL, SIGNATURES ARE REQUIRED �c�Fz��c�oGc. s SIGNATURE PRINT NAME DATE Business Name: E Lp�Tp_ (C t cy c Address: � Q cos Lw1 l C.c c�t,J O �k �� P City/State/Zip: IJ 0 FL L .Phone: -5C0 (- S _7 $' (a o2 email:-1t �2 c �I.�SC% C.C=�.TR i c 0�9�"A1L CE USE ONLY: d1T # C) JAA 1-4 cr 07d PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): C C—C, � '—i LK�3-1 have agreed to be the (Company Name/Individual Name) Sub -contractor for 'y ZR_A" 44,ryu_S (Type of Trade) J (Primary'Contractor) � For the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone: SIGNATURE STATE OF FLORIDA, COUNTY OF Co-qA Inc :d. r-u-+ - i lbpok l d 1_ , 41 1 -z, PRINT NAME DATE M()L V- An THE FOREGOING INSTRUM,E/NT WAS fl,S�IGNED BEFORE ME THIS Z DAY OF_ t'� , 20 I L1 BY lIn (A WHO � �X WHO PERSONALLY KNOWN OR HAS PRODUCE NATUREVOTARY PUBLIC SLCPDS: 12/16/2013 AS IDENTIFICATION. cl 'rn�'el L, (STAMP) PRINT NAME OF NOTARY PUBLIC LAURIE, IMENEZ '* r_ MY COMMISSION # EE 111053 EXPIRES: July 16, 2015 'h;Rf y Bonded Thru Notary Public Undervrriters -� PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division o BUILDING PLRIMIT SUB -CONTRACTOR AGREMNIENT St. Lucie County Contractor Certification Number: 180 ,�P5' State of Florida Certification Number (Happlicable): � —q f I9 L/ agreed to be the (Company Name/Individual Name) sub -contractor• for Php H (Type of Trade) _ (Primary Contractor) for the project located at (Project Street Address or Property Tax 1D #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will inunediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Dame of the Individual shown on the Contractor's License) ORIGINAL SIONA'rURES ARE REQUIRED T hM616-, &� ATURE PRINT NAME DATE Business Name: ,fib p --4.^c42t7SH tU << L - C Z na L �ni-0C� Address: (� 1� 9 �5� - 3// J City/State/Zip: Phone: �(p1- `�LILl1— 4e®A5- email:l.!']��' UrYiC'Q S¢ ZP� OFFICE USE ONLY: J PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): r have agreed to be the (Company Name/Individual Name) 4—_ ACA sub -contractor for o (Type of Trad (Primary Co lr ctor) for the project located at Y ( roject •eet Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS UAI�IFIF _ _ . j _ _ . Q (Name of the Individual shown on the Contractor s License) ORIGIi AL SIGNATURES A'kYE RE UIRED IGi U PRINT NAIME DATE, Business Name: 0�i �q �5� ', YQ IV) G• Address: �q�t'o 5`l uP,rroe� ,iP City/State/Zip: Lxci e, , P L 314qAr Phone: (2 ,7$1—QgCYQi OF)FICE USE ONLY: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT -----___— I-tlre-undersigned,-anrtlie-owner-oftlle-followitig-described-property, - proeosed. lot #�-°1 , See c%4gchedL poxcel id. s# anti s;A-e pl ark (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I 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 imtnediate 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. Tarpon P,19PV5 Lt. G Property O� a Please Pr' It) t Proper Own Mignature Geor9e i+em*-on, Ynar►ct9er' STATE OF FLORIDA, COUNTY OF Palm 4 c a h 1-0- — -- - - 1. 15. 8014 Date ACKNOWLEDGED BEFORE ME THIS 15 DAY OF U Gn 20 1 Li , BY George 14tat0(% WHQ"ISPERSONALLY KNOW NTOME OR WHO HAS PRODUCEDAS IDENTIFICATION. V. SIGNATURE OFNOTARYPUBLIC �G 13�V1 1 COMMISSIONNUMBER SLCPDSD Revised'08/24/2010 tCr;Si-ina. marShC411 TYPE OR PRINT NOTARY Commission # EE 1*79 Expires February 6, 2016 Bonded r-Tmy Fan h—a a WW&s.7819 Commercial U�FliER Building Permit Uftecl.lff G�nerafl � . e Application completely filled out with Notarized. Signatures •.- �' Yes ®N® ®�/� Y gn ,Sub Summary list with contractors' with & county& state certification numbers._ � �'�s � N® ®�/� Sub Agreements with Original Signatures Yes N® ®N/� ..................................... 0 Yes [] No ® N/A Owner / Builder Affidavit ............................................................... .................. .......... Owner / Builder Electric Affidavit......................................................... ® Tes ® No � N/A Filled ]Laud Afridavit.................................................................Yes ®N®. N/A :..GEO or -Recorded : WTarran Deed ::.::::..::............................ Yes N� N Recorded Notice of Commencement...................................................... Yes: Indo /A N Utility Agreement or Payment Receipt .................... ® Yes [2 .No ® N/A Vegetation Removal Permit .................................................... [q N® ®10/A A Non Conforming Lot of Record.......................................................... [� Yes El No. ®N!A PIlaus Calc�-ations A A ac ents (3 copies COMMercial 2 c®pies r9siden"01) . Complete set of plans with Engineer / Architect Raised Seal ..................... • Yes No ® N/A Truss Plans Reviewed and Approved by Engineer / Architect ...................... Yes ® No ® N/A Landscaping and Parking Plans ...:............................................... Yes No ® N/A Three (3) copies of Approved Site Plans ........................................ ......... yes N® 0 NIA Two (2) Sealed Surveys or Plot Plans with .Diraensioins, Finished Floor ........ Elevation and Setbacks...................................................................... Health Department Approval Stamped on Survey and Floor Plan ................ Health Department Food Establishment Permit Stamp on Floor Plan ............ Manual " ' or Manual ' N" Calculations ............................................... Signed Energy Calculations.................................................. .............. Sealed Wind Load Compliance Certification .......................................... Product Review Affidavit.................................................................. Page Y of 2 ® Yes No ® N/A Yes No [] NIA ® Yes ® No N/A Yes ® o W NIA ® Yea N® ® N/A ® Yes Ej� No E3 N/A 'Yes ® No 0 NIA )j Yes 0 No ® NIA Radio Dispatched FINAL " 24-flour Service" 4 ® Corporate Center MUILIETr P.O. Box 220928, West Palm Beach, FL 33422-0928 ""www.b aamava 1-800-285-PEST (7378) lrer cos grpYw.6ugs.aaR4 CERTIFICATION OF PREVENTIVE SUBTERRANEAN TERMITE TREATMENT Owner Lot o Block Bldg.# Sub-Divison TARPON FLATS Stroo(Address 3905 SHORESIDE DR City FT PIERCE, FL 34 94 9 General Contractor CONSTRUCTION SERVICES Sub Contractor Data 08/19/14 ACCOUNT # 517 903 -- CUSTOM HOME During the term of your service agreement, tiny further treatment necessary due to Infestation of subterranean termites (including Formosan Termites) will be performed fire of charge. Any structural damage necessitating repairs (up to $1,000,000, see details on subterranean termite service agreement) that is caused by the subterranean termites (Reticulitermes finvipes, Reticulitermes virginicus, Reticulitermes hageni, Prohinoternles simplex, Coptotermes formosanus-Formosan Termite and Coptotermes gestroi-Asian Termite) excluding Nasutlermes eostalis (Treo Termite) will bepaid for by Hulett Environmental Services. Hulett Environmental Services will annually reinspect the property on] atyorm incgnest. The service agreement term shall be one (1) year from the initial date of treatment. The homeowner shall have the option of extending the service agreement annually (after the first year) for no less than four (4) additional years with payment of annual renewal fee. Ptense contact our office for further details. Your agreement covers all materials, Inbor, and service needed to control an active infestation of subterranean termites including Formosan Termites. A service ngreement holder can request consultation and advice concerning termites or other pests at no ndditional charge. This service agreement is transferable to the new owner should the property be sold. Hulett Environmental Services must be notilied in writing of new ownership of the property. YoursW,vice agreement has a $0.00 deductible. Should you require any additional iilfptniatioih,; please contact our termite renewal department, This building lids receiy6d i,complete treatment for the prevention of subterranean lermites.Ti Treat s In accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. CERTIFICATION SIGNS www.bugs.coma erluled EnWronn,"taJ seryka 2014 M-M02 W14 Rw. 9 Pre -Construction Termite Treatment :arviCa•S 7670 Okeechobee Blvd., West Palm Beach, F1. 33411 Phone: 1-800-285-7378 Fax: 561-684-0122 Property Information Treatment Date r Z Time Lot Subdivision Name Block Street Address (If known) City State Zip Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction Type �Vlonolithic OFloating/Stemwall OPatio ❑Entry []Driveway ❑Other: Product/Treatment Information Treatment Type: ❑ Underslab ❑ Patio/Driveway/Entry inal ❑ Wood Treatment ❑ Bait System ❑ Other Product: ❑ Disodium Octaborate ❑ Cypermethrin U lmidacloprid ❑ Bifenthrin ❑ Permethrin ❑ Other: Concentration , cS `� Mixed Product Applied /0 9 / Square Feet Treated Linear Feet Treated ZZ ❑ If this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules established by the Florida Department of Agriculture and Consumer Services. �I aruts 6roxcl0— Applicator's Name (please print) HES-TE019 10/11 Applicator's Signature Hulett Environmental Services© 2011 Planning & Development Services Building & Code Regulation Division 23.00 Virginia Ave R Fort. Pkirce, FL 34982 772-462-2165 Fax 772-462-6443 Date,, 1 /8/2015 Request for 30-Day Temporary Power Release Permit Number:. 1401-0389 Project Address; 3905 Shoreside Drive Lot 9 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER To THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE .OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CCENSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1, This temporary power release is requested for the above stated purpose .only, and there will be no occupancy of any 'type, other than that permitted by construction during this time period, 2. As witness by our signatures, we hereby agree to abide by all terms and conditions, of this agreement, Including. Building Division policy, IvMlch, is Incorporated herein by reference. 3. All conditions and requirements"listed 16the attached doMm0rit entitled "Requirements :for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance Inspection: 4. All requests for an extension bey6nd 30 d6ys must lie made In writing to the Building Official stating the reason for'the request.. Power may bye removed from the :site and/or a Stop Work Order issued if the Final Inspection has not been,-approv d.w(thin 30 days. .A fee. of 1b0,(70 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE.TO HOLD°HARMLESS, ST, LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. NNER SIGNATURE 0 :NEPAL COQ CTO SIGNATURE ECTRICAL CONTRACTOR �11(314ATt1RE // /Z*/5 DA E '�— DAT DATE ' RECEIVED JAN 08 2015 5.21 o Port SC Lucid, Floilida 34986 (72) 924-�3.575 -o(712)_9244580 jlei. PLACE DEN SITY AND, WATAIRCONTENT ORSOIL AND SOIL AG-G",(,3A'rE-,,BYNUCLE4-AR.METIIOD ( . -DEPTH) — ASTIV,1,69318' S.-IIA,LLOW. PrqjOct, Tarpon, Flats, Phoenk Realty: Project 'jbct ID 13 21092'.i 1 1 Address: North Alk Port Saint Ld die ',RIPp'00 ID: 0- 9001, client Phoenix Really Homes -Date: 8j/19/2014 P6rrnIV,'No: Field Tech: Danief-Decaro Test.,,Mode.-. Direct'Transmissiom ArOaTesAP& Lot No. 9 -Foundation Pad Soil Description., light.brown fine sand, and Proctorl LBR".11)". P-1 Max Density (PgF)f 108.0 go 4 uro,(O 10/6- Test Standard,.� 1557 1:t5 % P cbP,Com'atlo:Rb U red .pE 1e"v'MetDr'y M oistq6ipeptidh Dbptb, enMiv Density Location '(0/1) R.bS.TwIti: (in) _(PCF) (KR 'I Northwest 12 0-1, 08:4-A Pass P—enter' 12 071" 11-8.4, 106.. 9' 103%1 mo% Pass .J Southeast 12 0-1 1 f8,,6 10-7.51 10-.2%, T 99'.5%, Pass: :4 0 Testing Gaqge Infort-ridtion: Mandfacturbr7 Trapr Wdel: 3430 $/MK 347 Den$f!yStandard ,,'(bS). 217:;3 600, Rbmatks.' Testing Completed Below'SIO'Giradd 'Le gend for Ele *Vaion:. l RespectfW,'! kubrn* PR = Proofroll 1, 2., 3 1st, 2ndArd Lift -A �i - . . . GFA SL—Springlihe FL = Final- Lift FBA , SO = SUbgrade QG =.Bqlow Grade. 6 6'0675 BC =.-Basecourse BOF =.Bottom of Footing aqq'a. )'I :�_N'_Moler,kE, FG, Fin ished:.Grade TOP T.opof,Pipe 6. Godlecbrilcal * Constrdctl6n.Materials Testing 6 Speciatand Threshbid 16spectibjvs_* Plafe,�ft Florida'sLeadJing Engir %'A'AV6aMgfa.corn PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY A(' will be using the following sub -contractors for the (Company/Indivi al Na e) project located at (Street address or Property 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 of Company/Contractor St. Lucie County/ State of Florida License Number Electrical ar7j Plumbing HVAC/ Mechanical Roofing Gas OFFICE USE ONLY: II PERMIT NUMBER: I , I ISSUE DATE: 1 11 .......... ........ ....... i s PLANNING & DEVELOPMENT SERVICES " Building & Code Compliance Division BUILDING PERMIT r SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If appticable): C tq C d �- -DC.)'A %Ir 0 ea--k'm 4 r` f C z ( have agreed to be the (Company Name/Indi dual ame) "^ eLk6- i t Cf sub -contractor for V( Den I .Q a I � cy� (Type of Trade) (Primary Contractor) ja for the project located at -39 OS (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUAL, (Name of the Individual shown on the Contractor's License) ARE t4c.EQUIRED (2,(0e r4 C -7 latdtq SIGNATURE PRINT NAME DATE Business Name: �2 �-A 1 e"cc,, �� 2�( l���e�-T1 &I T116 Address: 531 l�pAI S l'o w �I City/State/Zip: n FQr-d . P: - Phone: 12;3 ( `alp In email: I!) VJe OFFICE USE ONLY: PERMIT ## ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: a q) 1 to State of Florida Certification Number (If applicable): EC- 13 o o 3'j l 5 P �-.� k( �"L t la� !��Zr&l CQ 5 Sn G. have agreed to be the (Company Name/Individual Name) E:lezAd- (Ca I (Type of Trade) sub -contractor for P Vl 0c"1 t Y- 46L l (Primary Contractor) 40 for the project located at 39 O5 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SL.CCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) 10)RIC.3 N : S:It'' l , :UREIS AREC i SQUIRE S ATURE PR1N NAME DA E Business Name: �el� l� C-�(t l�� f co-S ,� Address: Gt LJ City/State/Zip: Sc AC)z, rd t 3 Z7J D Phone: gCl9 110 145, 13 email: Of-[ C&Q601P- L C, OFFICE USE ONLY: PERMIT # ISSUE DATE ---[- Florida Power & Light Company August 6, 2014 Re: 3905 Shoreside Dr, Lot 9 Tarpon. Flats, Fort Pierce Dear Customer: Thank.you for contacting FPL early in your planning process. This will help you to achieve. your desired -schedule for your project at the above location. At the present time FPL has sufficient capacity to provide electric service to your property as soon as your building is ready to receive service. Service will be provided in accordance with applicable rates, rules and. regulations. Please contact me during commencement of your construction so that I can plan accordingly. 1 look forward to developing a good working relationship with you. Sincere A Project Manager (772) 489-6223 an FPL Group Company Nuffi[ caflon of New C onstirue Do El Important Contact and Project F--P , Information -Residential Description Location Residential o Address Single Family o Lot'? Block Section ❑ Multiple Family o Subdivision Nam How Can We Contact You? Contractor Wane E-mail Address lefem Mail Address 7 D City, State, Zip Code Phone Number67/- •��X) Vel l Phone Number 67oZ-3d 1-leX/ Fax Number Peeper Number Electrical Contractor Name Phone Number q •Q • 1113 tell Phone Nu er Homeowner Name A&nL - Phone Number I<rl[ow would you like to be reached? ❑ Telephone ❑ Beeper ❑ Mail ❑ Fax RL E-mail Construction Preferences **Required Informatioh Type of Permanent Service ❑ Overhead ® Site Plan o Total A/C square footagea&' Underground ® Largest AIC unit 6- esired Date For Permanent Service ® Total Tons of A/C ® Heat Strip Size KW ® Main Panel Size o � AMPS Type of Temporary Service (if available) ❑ Overhead ® Bolt -in Meter Q Plug —in Meter jU Underground Water Heater Type Tankless Y oro Desired Voltage Desired Date For Temporary Service ,A 120/240v-lph ❑ 120/240v-3ph ❑ 120/208v-lph ❑ 120/208v-3ph Your FPL Construction What FPL Will Coordinator Provide you ® h-idustry Know How Technical Proficiency o �, P�F•. �� �n� Fl 34��2 o Hands-on Project Management 772-337-7025 ® Crew Professionalism & Knowledge 0 7 7:2 - qP 9 . (a a ,3 ® Open Communication • Please contact your FPL Construction Coordinator to determine meter location(s) © Construction Coordinator will advise you when to call Custonter service (I-800-226-3545) to set up the Billing Account o When required, any easements and/or payments must be collected prior to the job being released into construction • On average, please expect a 12 week construction timeline **Please keep a copy of this form for your records** " 05� A-4 f JOSEPH E. SMITH, CLERK 77,THE CIRCUIT COURT - SAINT LUCIE COUNTY ` FILE # 3982380 OR BOO i59 PAGE 2090, Recorded 08/06/2014 ,•,-`-9:43 AM PREPARED BY AND RETURN TO: Edgar A. Benes, Esquire Edgar A. Benes, P.A. 2300 NW Corporate Boulevard, Suite 222 Boca Raton, FL 33431 PERMIT NO. TAX FOLIO NO. NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF PALM BEACH THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. a. The legal description of property: See Exhibit "A" attached hereto. b. The street address or other general description of the Property: 2. The general description of the improvements: Construction of a single family residence. 3. Name and address of the Owner: PHOENIX TARPON, L.L.C. 1760 N. Jog Road, Suite 120 West Palm Beach, Florida 33411 4. Interest of the undersigned in the Property: Fee simple. S. Name and. address of fee simple title holder: Same as #3 above 6. Name and address of the General Contractor: Phoenix Realty Homes Inc. 1760 N. Jog Road, Suite 120 West Palm Beach, Florida 33411 OR BOOK 3659 PAGE V'."• L � 1 7. Name and address of the surety on the payment bond in the amount of $ under the direct contract with the foregoing General Contractor is: [Copy of bond must be attached when Notice of Commencement is recorded for 713.02(6) Exemption]. 8. Name and address of the Lender making the loan for construction of the improvements: BURT LEASING CORPORTION 1601 SE Cypress Park Lane Jupiter, Florida 33478 Attn: Steven M. Bell President 9. Name and address of additional person Within Florida designated by Owner upon whom notices September be served as provided by Section 713.13(1)(a)7, Florida Statutes: N/A 10. Name and address of person designated by Owner to receive, in addition to Owner, a copy of lienor's notice as provided in Section 713.06(2)(b), Florida Statutes. N/A 11. Expiration date of Notice of Commencement: One year from the date of the recording of this Notice of Commencement in the Public Records. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART i SECTION 713 13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOURDER OR AN -ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT 2 OR BOOK 3659 PAGE 2-,„,- C6 W&*A PHOENIX RPON, L.L.C., a Florida limited B dity ompany By: LCco CHARD AAIGHI, Man ger STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this �! day of July, 2014, by RICHARD ARRIGHI, as Manager of PHOENIX TARPON, L.L.C., a Florida limited liability company, on behalf of the company, who is personally known to me or has produced a drivers license as identification. 4 607- Notary Public, State of Florida AUM y commission expires: c° NyCpy6,I5sIOIttEE2110 EXPIRES: November %xote BMW P�Ak WdeaeMrtc 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: PHOENI ARPON, LLC, a Florida limited 1 il' any By: �UICHARD AOUGHI, Ma ger OR BOOK 3659 PAGE 2'1' 1 EXHIBIT "A" Lot 9, TARPON FLATS SUBDIVISION as per Plat thereof, recorded In Plat Book 69, Page(s) 27, of the Public Records of St. Lucie County, Florida. STATE Of FORM ST. Ll6CIE CDU14TY THIS IS TO CERTIFY TMTTW TRU4101111EITIOPYD, OR I ti�Eg S MITA, CL E R Data: - I s l <a WATER COMM ST. LUCIE COUNTY UTILITIES - P.O. BOX 728, FT. PIERCE FL 34982 SEWER :. RES NAME METER SZ. M/F IRR ACCT. # SECURITY DEP_ SERVICE FEE SAME DAY FEE OVERTIME FEE METER INSTALL. CFG/WATER°: FPUA CFC CFC/SEWER GUAR. REV. LATERAL T®TAL SERVICE ADDRESS SUBDIVISION. `° LOT f BLOCK BILLING ADDRESS __ t 1 . d7 l'' '. 5 fir' �., .d p 4 ✓l PHONE # 50 / ) j `; ? 7 4-> MOVE IN/CLOSING DATE This application hereby request and authorizes the Utility to render water and/or sewage disposal services to the premises described above in accordance with the Utilities present or future rates, rules and regulations, which by reference are made a part of this contract. Applicant agrees to pay the Utility promptly for such services in accordance with the establishedrules and regulations. CUSTOMERS DEPOSITS ARE NON NEGOTIABLE OR TRANSFERABLE. CUSTOMER SIGNATURE'= NAME OF SPOUSE DATE RECEIVED SOCIAL SEC/ FED ID SPOUSE SOCIAL SEC. OFFICE USE ONLY, CASH CHK # RECEIVED BY,` l WA, PER;`'ITTi6N ft Lucie County, FL PROPERTY INFORMATION Address: City / State / Zip: Fort Pierce, FI Parcel #: 1423-801-0003-00012 Zoning: HIRD APPLICATION INFORMATION �Per•,mit Number 14t?s1=0389 Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION MENTS nPage 1 Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Contractor Name: Alan J Tarpell Fax Number: 561-537-7226 Business Name: Phoenix Realty Homes Inc Business Addr: 1760 INJog Rd Suite 140 �. Email: Fcrouse@Prhomesinc.Com City / State / Zip: West Palm Beach, FI 33411 S REVIEWS AND COMMENTS Review Type ADDRESSING ASSIGNMENT 2/4/2014 Comment: DOCUMENTS MISSING 1/28/2014 Comment: 1/28/2014 Comment: 1/30/2014 Comment: ENVIRONMENTAL REVIEW Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 2/24/2014 Comment: 2/24/2014 Comment: 2/24/2014 Comment: 2/24/2014 Comment: 2/24/2014 Comment: Status Reviewed By `�l�C Date Started Date Completed Date Released INCOMPLETE Lydia Galbraith 1/30/2014 NOT ABLE TO ADDRESS THE PROPERTY UNTIL FINAL SITE PLAN APPROVAL AND ADDRESSES HAVE BEEN APPROVED. PENDING Deanna Givens 1/28/2014 NOTICE OF COMMENCEMENT SENT VEG PERMIT TO ERD ON 01/28/14 A COPY OF THE PAID UTILITY SERVICE RECEIPT FOR WATER AND /OR SEWER. PENDING COMPLETE Deanna Givens 1/28/2014 1/28/2014 1/28/2014 INCOMPLETE Ed Roseberry 2/21/2014 PLEASE INCLUDE PROBABILITY OF DAMAGE FROM WEATHERING AND TERMITE ON PLAN FROM TABLE 301.2(1) PLEASE INCLUDE UNDER STAIR FIRE PROTECTION DETAIL. PLEASE INCLUDE ALL WALL AND CEILING FINISHES, TO INCLUDE FLAME SPREAD AND SMOKE DEVELOPED INDEX. PLEASE INCLUDE ALL INSULLATION FLAME AND SMOKE DEVELOPED INDEX. PLEASE SHOW COMPLIANCE WITH R311.3.1 AT EGRESS DOOR AND LANDING. REVIEW COMMENTS 2/24/2014 Comment: COVER SHEET REQUIRES ALL CONCRETE TO BE 4000 PSI, WHILE PAGE S5 PERMITS 2500 PSI IN SLABS AND 3000 PSI IN -REMAINING POURS. 2124/2014`"�Cbmment LEASE SUBMIT 2 GOPIESLOF�AEL�PRODUCT APPROVALS REFERENCED AND LISTED ON PRODUCT �"�P �OVAL:AFFIq�1u1T.:""! ZONING REVIEW INCOMPLETE Lydia Galbraith 1/30/2014 1/30/2014 Comment: THE APPLICATION HAS AN INCORRECT PARCEL ID NUMBER. WE WILL NOT BE ABLE TO CORRECT THIS UNTIL FINAL APPROVAL OF THE SITE PLAN AND PLAT AND THE NEW PARCEL ID'S HAVE BEEN ISSUED. 1/30/2014 Comment: PLEASE INDICATE THE HEIGHT OF THE BUILDING TO THE MEAN HEIGHT OF THE HIGHEST ROOF. Comment: PLEASE BE AWARE THAT WE WERE NOT ABLE TO COMPLETE THE ZONING SINCE THE SITE PLAN HAS 1/30/2014 NOT RECEIVED A FINAL APPROVAL YET.THE PERMIT WILL MOVE THROUGH THE PROCESS BUT WILL NOT BE ISSUED. PLEASE BE AWARE THAT ADDITIONAL COMMENTS MIGHT BE APPLICABLE AFTER FINAL APPROVAL HAS BEEN RECEIVED AND ZONING HAS BEEN ABLE TO COMPLETE THE REVIEW. 1/30/2014 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS ,11hill, RANDALL STOFFT ARCHITECTS distinctive inspirational architecture Letter of Transmittal To: Phoenix Realty Homes Date: 03.10.14 Attn: Fran Donza Project: Tarpon Flats -Lot 9-Model B Project Manager: Don Durante We transmit for your: Approval Review & Comment (X) Use other The following items: I Copies I Description I Format Architectural 2 ea Signed & Sealed sheets CS, A101, A501, & A502 for permit Rev. #2 submittal 24x36 1 ea Not Signed & Sealed sheets CS, A101, A501, & A502 for permit Rev. #2 submittal 24x36 Sent via FED -EX on 03.10.14 42 N. Swinton Avenue, Delray Beach, FL 33444 Phone 661-243-0799 — Fax 561-243-0299 www.stofft.com DELF" BEACH NAPLES CARIC iN jjkjjI, ARGRANDALL STOFFT ECTS distinetke inspirational architecture March 10, 2014 To: St. Lucie County, Planning & Zoning Re: 905 Bonita Isle, Lot 9, Model B Fort Pierce, FL. Dear Plans Reviewer: In reference to the Plan Review Comments by Planning & Zoning staff completed on 02.24.14, I am respectfully submitting this letter addressing the comments as well as (2) Two Signed and Sealed, Revised copies of the affected sheets as outlined below. All affected sheets have been clouded as Delta #2 in the Title Block of each sheet: Plans Examiner: Comment # 1: Please include probability of damage from weathering and termite on plan from Table 301.2(1). Response #1: Please see revised sheet CS for notes addressing weathering & termite damage. Comment #2: Please include all wall and ceiling finishes to include flame spread and smoke developed index. Response #2: Please see revised sheet A501 for added notes addressing flame spread and smoke developed indexes. Comment #3: Please include all insulation to include flame spread and smoke developed index. Response #3: Please see revised sheet A501 for added notes addressing flame spread and smoke developed indexes. Comment #4: Please show compliance with R311.3.1 egress door & landing. Response #4: Please see revised sheet A101 to show compliance with egress door and landing requirements. Comment #5: Cover sheet requires all concrete to be 4,000psi, while sheet S4 permits 2,500 psi in slabs on grade, and 3,000 psi in remaining pours, Please clarify. Response 95: Please see revised sheet CS claming concrete compressive strength requirements to coincide with the requirements outlined in structural drawing S4. This concludes our responses associated with Revision #2. Please feel free to contact this office with any questions or concerns related to this submittal. Sincerely, Rands '. Stofft, AIA President RES. Donald W. Durante 42 N. SWINTON AVE, SUITE I DELRAY BEACH, FLORIDA 33444 561-243-0799 - PHONE 561-243-0299 - FAX W WW.STOFFT.COM AA0003379 DELI ?BEACH NAPLES CARIFI � I11rl'li RR DALL STOFFT distiactixv inspirational architectum March 10, 2014. To: St. Lucie County, Planning & Zoning Re: 905 Bonita Isle, Lot 9, Model B Fort Pierce, FL. Dear Plans Reviewer: In reference to the Plan Review Comments by Planning & Zoning staff completed on 02.24.14, I am respectfully submitting this letter addressing the comments as well as (2) Two Signed and Sealed, Revised copies of the affected sheets as outlined below. All affected sheets have been clouded as Delta #2 in the Title Block of each sheet. Plans Examiner: Comment #1: Please include probability of damage from weathering and termite on plan from Table 301.2(1). Response #1: - Please see revised sheet CS for notes addressing weathering & termite damage. Comment #2: Please include all wall and ceiling finishes to include flame spread and smoke developed index. Response #2: Please see revised sheet A501 for added notes addressing flame spread and smoke developed indexes. Comment #3: Please include all insulation to include flame spread and smoke developed index. Response #3: Please see revised sheet A501 for added notes addressing flame spread and smoke developed indexes. Comment 44: Please show compliance with R311.3.1 egress door & landing. Response #4: Please see revised sheet A101 to show compliance with egress door and landing requirements. Comment #5: Cover sheet requires all concrete to be 4,000psi, while sheet S4 permits 2,500 psi in slabs on grade, and 3,000 psi in remaining pours, Please clarify. Response #5: Please see revised sheet CS clarifying concrete compressive strength requirements to coincide. with the requirements outlined in structural drawing S4. This concludes our responses associated with Revision #2. Please feel free to contact this office with any questions or concerns related to this submittal. Sincerely, Rand[-a-E. Stofft, AIA President RES. Donald W. Durante 42 N. SWINTON AVE, SUITE 1 DELRAY BEACH, FLORIDA 33444 561-243-0799 - PHONE 561-243-0299 - FAX www.STOFFT.com AA0003379 DELI? BEACH NAPLES CARIt' 'IN I11`I11i ARR D LL STOFFT CTS distincticv ens'pir-ational =-Chitei;tnre March 10, 2014 To: St. Lucie County, Planning & Zoning Re: 905 Bonita Isle, Lot 9, Model B Fort Pierce, FL. Dear Plans Reviewer: In reference to the Plan Review Comments by Planning & Zoning staff completed on 02.24.14, I am respectfully submitting this letter addressing the comments as well as (2) Two Signed and Sealed, Revised copies of the affected sheets as outlined below. All affected sheets have been clouded as Delta #2 in the Title Block of each sheet: Plans Examiner: Comment #1: Please include probability of damage from weathering and termite 'on plan from Table 301.2(1). Response #1: Please see revised sheet CSfor notes addressing weathering & termite damage. Comment #2: Please include all wall and ceiling finishes to include flame spread and smoke developed index. Response #2: Please see revised sheet A501 for added notes addressing flame spread and smoke developed indexes. Comment #3: Please include all insulation to include flame spread and smoke developed index. Response #3: Please see revised sheet A501 for added notes addressing flame spread and smoke developed indexes. Comment #4: Please show compliance with R311.3.1 egress door & landing. Response #4: Please see revised sheet A]01 to show compliance with egress door and landing requirements. Comment #5: Cover sheet requires all concrete to be 4,000psi, while sheet S4 permits 2,500 psi in slabs on grade, and 3,000 psi in remaining pours, Please clarify. Response #5: Please see revised sheet CS clarifying concrete compressive strength requirements to coincide with the requirements outlined in structural drawing S4. This concludes our responses associated with Revision #2. Please feel free to contact this office with any questions or concerns related to this submittal. Sincerely, Randa E. Stofft, AIA President RES. Donald W. Durante 42 N. SWINTON AVE, SUITE 1 DELRAY BEACH, FLORIDA 33444 561-243-0799 - PHONE 561-243-0299 - FAX WWW.STOFFT.COM A A0003379 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: City / State / Zip: Fort Pierce, FI Parcel #: 1423-801-0003-000/2 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1401-0389 Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: Alan J Tarpell Business Name: Phoenix Realty Homes Inc Business Addr: 1760 N Jog Rd Suite 140 City / State / Zip: West Palm Beach, FI 33411 REVIEWS AND COMMENTS REVIEW COMMENTS Page 1 Owner(s): Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 561-537-7226 Email: Fcrouse@Prhomesinc.Com Review Tvpe Status Reviewed By Date Started Date Completed Date Released ADDRESSING ASSIGNMENT INCOMPLETE Lydia Galbraith 1/30/2014 Comment: NOT ABLE TO ADDRESS THE PROPERTY UNTIL FINAL SITE PLAN APPROVAL AND ADDRESSES HAVE BEEN 2/4/2014 APPROVED. DOCUMENTS MISSING PENDING Deanna Givens 1/28/2014 1/28/2014 Comment: NOTICE OF COMMENCEMENT 1/28/2014 Comment: SENT VEG PERMIT TO ERD ON 01/28/14 1/30/2014 Comment: A COPY OF THE PAID UTILITY SERVICE RECEIPT FOR WATER AND /OR SEWER. ENVIRONMENTAL REVIEW PENDING Comment: FRONT COUNTER REVIEW COMPLETE Deanna Givens 1/28/2014 1/28/2014 1/28/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Ed Roseberry 2/21/2014 Comment: PLEASE INCLUDE PROBABILITY OF DAMAGE FROM WEATHERING AND TERMITE ON PLAN FROM TABLE 2/24/2014 301.2(1) 2/24/2014 Comment: PLEASE INCLUDE UNDER STAIR FIRE PROTECTION DETAIL. Comment: PLEASE INCLUDE ALL WALL AND CEILING FINISHES, TO INCLUDE FLAME SPREAD AND SMOKE 2/24/2014 DEVELOPED INDEX. 2/24/2014 Comment: PLEASE INCLUDE ALL INSULLATION FLAME AND SMOKE DEVELOPED INDEX. 2/24/2014 Comment: PLEASE SHOW COMPLIANCE WITH R311.3.1 AT EGRESS DOOR AND LANDING. Planning& Development Services REVIEW COMMENTS Building &Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 Page 2 2/24/2014 Comment: COVER SHEET REQUIRES ALL CONCRETE TO BE 4000 PSI, WHILE PAGE S5 PERMITS 2500 PSI IN SLABS AND 3000 PSI IN REMAINING POURS. 2/24/2014 Comment: PLEASE SUBMIT 2 COPIES OF ALL PRODUCT APPROVALS REFERENCED AND LISTED ON PRODUCT APPROVAL AFFIDAVIT. ZONING REVIEW INCOMPLETE Lydia Galbraith 1/30/2014 1/30/2014 Comment: THE APPLICATION HAS AN INCORRECT PARCEL ID NUMBER. WE WILL NOT BE ABLE TO CORRECT THIS UNTIL FINAL APPROVAL OF THE SITE PLAN AND PLAT AND THE NEW PARCEL ID'S HAVE BEEN ISSUED. 1/30/2014 Comment: PLEASE INDICATE THE HEIGHT OF THE BUILDING TO THE MEAN HEIGHT OF THE HIGHEST ROOF. Comment: PLEASE BE AWARE THAT WE WERE NOT ABLE TO COMPLETE THE ZONING SINCE THE SITE PLAN HAS NOT RECEIVED A FINAL APPROVAL YET.THE PERMIT WILL MOVE THROUGH THE PROCESS BUT WILL NOT 1/30/2014 BE ISSUED. PLEASE BE AWARE THAT ADDITIONAL COMMENTS MIGHT BE APPLICABLE AFTER FINAL APPROVAL HAS BEEN RECEIVED AND ZONING HAS BEEN ABLE TO COMPLETE THE REVIEW. Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS 1/30/2014 EXAMINER MIGHT HAVE ADDITIONAL COMMENTS i UO/ 1 U CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or Inspection of the Installation must be coordinated with the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] —v—' Two-family dwelling separation (R302.3) Floor live load (Table R301.5) psf Roof live load (Table R301.6) e 99 psf Ground snow load psf Basic wind speed 1 7l mph Wind exposure category (R301.2.1.4) High wind design criteria applicable/ (R301.2.1.1) f� Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area Decay area Winter design temperature Ice barrier underlayment required Flood hazards 7iflW r �-- FIRE-R ISTANT CONSTRUCTION (R302) Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) ------—Dwelling unit penetrations (R302.4) Dwelling/garage opening/penetration protec- tion (R302.5) v Dwelling/garage fire separation (R302.6) _X Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) V Insulation (R302.10) Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed is insulation (R302.10.3, R302.10.4) Testing (R302.10.5) ireblocking (R302.11) ��Draftstopping (R302.12) — Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* li ht Natural ventilation* Living 120 7'-0" 7'-0" 5'=0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 1 t/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light f 6-6" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITAyION (R306 and R307) .// Water closet Lavatory V Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix I) GLAZING (R308) Identification (R308.1) --' Louvered windows or jalousies (R308.2) uman impact loads/hazardous locations 01 (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (conf'd.) A G AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible floors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R3,10)) V�w ere required (R310.1) Areas, height, width, operations (R310.1.1 - R310.1.4) Window wells (R310.2) ` Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) MEANS --l� EGRESS (R311) General (R311.1) Egress door (R311.2) _ Landings at exterior doors (R311.3 - R311.3.3) 31 t. 3, 1 Vertical egress (R311.4) Construction and attachment (R311.5) allways (R311.6) Stairway width, headroom, walkline (R311.7.1 - R311.7.3) irway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) Handrails required (R311.7.7) andrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) Stairway illumination (R303.6, R311.7.8) "--"� Special stairways (R311.7.9) ��. Ramp slope, landings, handrails (R311.8) GUARDS (R312) 0/ Required for open -sided surfaces, stairs,' ramps and landings > 30" above y / floor/grade (R312.1) V Height - 36' (R312.2) Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) SMOFOne- and two-family dwellings '(R313.2) EALARMS (R314) Referenced standards (R314.1, R314.2) Location and interconnection (R314.3) Power source (R314.4) CARBON ONOXIDE.ALARMS (R315) New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317�and R318) Protection required (Table R301.2(1), R317.1, R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESS�I'LITY (R320) � Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) o �6ferenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) ST RM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) Concrete foundation walls (R404.1.2) Wood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2J FOOTINGS (R403) Soil bearing value (R401.4, R403.1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but15 footing thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) Depth below = 12" (outside) grade minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness [Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)J Horizontal and vertical reinforcement size and spacing [Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7J Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If unirViabitable, see Under -Floor Space (R408) COLUMNS (R407) Protection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) Anchorage (R407.3) e" Wood columns (minimum 4" square) (R407.3) _J Steel columns minimum 3" diameter, Sched- ule 40 pipe) 007.3) TABLE R403.1 MINIMUM WIDTH OF CONCRETE PRECAST OR MASONRY FOOTINGS (inches)a LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4,000 Conventional li ht—frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1 -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or f 11v cirouted masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl (R408.4) FOUNDATIONS (cont'd.) Removal of debris 0 ed grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) Species and grade (R502.1) Grade (R503.3.1) Joists — Sleeping areas, LL = 30 psf Thickness (R503.3.2) [Table R502.3.1(1)] Installation [Table R602.3(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6,1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) __Wood trusses (R502. If) Draftstopping (R502.12) LUMBER RFFLOOR SHEATHING (R503.1) V Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) hickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4' gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) 11hickness: 31/2" minimum; Concrete strength (R506.1) _Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" / (R506.2.1) 1// Base course: 4" graded with 2" maximum aggregate (R506.2.2) or retarder (R506.2.3) W44 _:�Reinforcement support (R506.2.4) WALL CONSTRUCTION (Chapter 6) GENERAL (R601) Material (R603.2.1) Design (R601.2) dentification (R603.2.2) Component and cladding wind loads orrosion protection (R603.2.3) [Table R301.2(2)] astening (R603.2.4) Vapor retarders (R601.3) Wall construction (R603.3 - R603.5) WOOD CONSTRUCTION (R602) V Construction (Figures R602.3(1) and R602.3(2)J Vol lStud grade (R602.2) V Exterior walls (R602.3) El � Stud spacing [R602.3.1, Table R602.3(5)] nterior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) �_�Headers (Tables R502.5(1), R502.5(2), / R602.7.2 and Figure R602.7.2J y Fireblocking (R602.8, R302.11) Cripple walls (R602.9) _Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - 9 R602.10.8) V Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Fable R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, r / Table R602.10.2) 10 Continuous sheathing (R602.10.4, R602.10.5) �-� Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL/WALL FRAMING (R603) V General (R603.1) Structural framing (R603.2) (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATH G (R604 and R605) rood structural panels (R604) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) VRYGeneral design (R606) SDC C and D (R606.12) nit masonry (R607) X'ultiple wythe masonry (R608) routed masonry (R609) r_— Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) __IZGeneral; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details fR613.4 - R613.10) -7- y K - WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) _Xn, Gypsum board support, application and fastening (R702.3.2 - R702.3.8) Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) Wood shakes and shingles (R703.5) exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4 minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/e" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1). Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) VinNA ciriinn (P703 111 ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) _ J5�Design (R801.2 and R801.3) Component and cladding wind loads.[Tab/e R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) ood trusses (R802.10) V Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species Grade Span Size RAF RS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) _ Z rade hickness_�9. ' FRTW allowable stresses/grading / (� Allowable spans [Table R503.2.1.1(1)] 111.1/ Installation (R803.2.3) M CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1 and R1003.12) Multiple flues (R1003.1 Flue area (appli e) (R1003.14) Flue are asonry fireplace) (R1003.15) I r (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R100 Fireblocking 3.19) Ch' y crickets (R1003.20) '-BUILT FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) - din envelope N1102) Compliance; material and equipment9 P N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Application (G2401.1) ' Clearances (G .2409 General regulations (G2404) �ical and electrical bonding (G2410, G2411) Appliance location (G2406) Pipe sizing (G2413) Air require 07) Piping materials (G2414) Installation (G2408) -10- r. FUEL GAS (cont'd) Piping installation (G2415 and G2419) Piping support (G2418 an Misc appliances (G2423, G2425, G2430 - G2453) Valve rols, connections (G2420, G2421 and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer, location and depth (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Storm drainage (Chapter33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- blies (E3402.2) Listed and labeled materials (E3403) Service equipment and location (E3405, E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations . (E3704) Wiring methods (Chapter 38) Required lighting and receptacle outlets (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter42) Class 2 remote -control, signaling and power-lim- Red circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) t Provisions adopted (R102.5) Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- 35 5 ( 33343694) Ticket Page 1 of 1 Ticket # 1 of 1 requested /4/CWCIMX Flo* La.dab �. 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Did y'au = your gcggfos -iha:1 al Pump :old you Live ytuErmlerl comm? ]id you cwnmunsoaic ins b coadf na tr. M *" PARTIAL �. FUlLtOAD-�YA t --RDS twAaK orx aNwr r+rMn scar saes to Mo mtfrtrlr tt� awkmw �«a�ntir. Cut rt�r Gomm" w sm ro rppoMRft far m nr+gmMob meb w aAf� t nr Ire s or.w and wed .oaM mroiar r n ON a rt ifr mea,r M am out d w wneo�.Arrtlrlrreri+rtypp.ar,rtiaae�mrpt«Nfbrt+.snirnra Naaratlar e+s �r b� arrrrme rrN�e unRresairdr 90 w 4ap YARDS IN DRUM: WHET# AMED. rAtiut�s CURB LINE CRO W AT OWMOMAGWIlS MAXIM. O LOAD WAS-MM—EM Sr. -CA. 6TEci�i@IMi: Nxrwr �2i�Y' awl. 11..rrf�.�a.ea.�ee�mnmw,-•-...n.+ d a r. PREV TRKs 10025338 ONGINAL '// +� LpAD NUM* 2 063435560 ( 33334197) Ticket Page 1 of 1 Ticket # 1 of 1 requested /,CCn1CX -I illlll!--Job: ft"i I R ash 56834354 -�� 1,5-r 41. as� I- &wib� Catm.omw cu*ffwtftw 30220M CONSTRUCTION SERVICES & CONSULTANTS caftwi'bNwr FWIaC * eta . M151580 MAT —MARTIN THRU VERO '°'"0dK PC REQUIRED )9/04I14 3905 SHORESIDE DR TARPON FLATS IaOUT 3/4 MILE NORTFf OF UDT SEAL MUSEUM :EEG EYES ON PATH I0.00 10.OD 27.00 1178996 3000 PRPM 1.00 1.00 1247818 FUEL SURCHARGE 1202749 ENVIRON#ENTAL CHARGE OW YOU 0 Yew a0 6f Gtdyou,jft ph�R ?ou �" '' DW Did you tmz wrw &-min Vt.*-. 8t CRETE D PARTIAL FULL cif[ a�b4 � wO�MCfCl/ ������llb►Me�A1y1Mtl��# f�bea�for �.__._. _ dwM0 wlg01s�4�bl�Mwf.n WFu PREV TRKa LWM.IW obrasartaft 886 09/04/14 oftpA. mmmm 435-9--3070 Mwrw ob"mm DCSEAMS new Free■: YARDS W DRUM: vit" ADDED. s+m�,uwE CURB LINE CRO83MATOVMVMAOEP M REQUEST: O LOAD WAS TESTED gY uumu NUNS 1P Gad ITW Building Components Group, Inc. 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page I of 1 Document ID- IV8V408-Z1012152658 Truss Fabricator: Accu-Span Truss Collpany Job Identification: 6775-/Phoenix Realty Hones,Inc. -Fill in later -- Tarpon F Truss Count: 50 Model code: Florida Building Code 2010 Truss. Criteria: FBC201ORes/TPI-2007(STO) Engineering Software-: Alpine Software,Versions 13.01, 13.02. Structural Engineer ofRecord: The identity of the structural FOR did not exist as of Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design. Loads: Roof - 55.0 PSF @ 1.25 Duration Floor - 65.0 PSF @ 1.00 Duration Wind - 170 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nus on the individual truss component drawing. 3. As ,shown on attached drawings; the drawing nun Details: BRCLBSUB-STRBRIBR- _#_ Ref Description _ ,Drawing# 1 91132--A1 1422416.4 ` 08/12/14 - 2 91133--A2 14224166 08/12/14.a 3 91134--A3 14224166 08/12/14 4 91135--A4 14224204 08I12E14.' 5 91136--B114224167 08/12/14 6 91137--82 14224168 08/171i 7 91138--63 14224169 08i12/14 8 91139--64 , '14224170t 08212/14 P08/1214 9 10 91140--B514224205 91141 C1�142Z4206 08/12%14 11 91142 CZ = ,14 ,' 224171 08/14 12 91143 142241712 08/1Z/141" 13 91144 C4 .- 14224973� 08/12/f4 14 91145 G5 �r�y` 14224174 08/12/14 15 91146 66= 14224207 08/12/14 161 911 7 -C7 14224175 08/12/14 )I.�9 148--b1 14224208 08/12/14 8 91149--D2 14224186 08/12/14 19 91150--D3 14224187 08/12/14 20 91151--D4 14224188 08/12/14 21 91152--D5 14224189 08/12/14 22 91153--D6 14224190 08/12/14 23 91154--D7 14224191 '08/12/14 24 91155--D8 14224192 08/12/14 25 91156-41 14224209 08/12/14 26 91157--E1A 14224210 08/12/14 `27 91158-42 14224201 08'/12/14 28 91159--E3 14224193 08/12/14 29 91160--E4 14224194 08/12/14 30 91161-45 14224195 08/12/14 31 91162--E6 14224196 08/12/14 i. ' 32 91163--E7 14224197 08/12/14 `33 91164--CJ1 14224198 08/12/14 the date shown by: HCUSR408 Jp +►• ••fit` E�4�'. , �� h o. 2839 L r., FL. 167 s ,-,_ /191oen i kR 08/12/2014 Walter P. Finn -Truss Design Engineer- 1950 Marley Drive Haines City, FL 338-14 # .K _ Description Drawing#_ _ Date 34 t 9116"J3 14.224179 08/12/14 35 91166 'CJ3A 14224180 08/12/14 qp_16 91167 CJU 14224211 08/12/14 31 91168 eh 14224178 08/12/14 38 97169 CJ5A k 14224212 08/12/14 399.770 EJ6 14224181 08/12/14 U E,16AN 14224213 08/12/14 7 91172--EJ7 14224176 08/12/14 4�2 1173 HJ4224177 08/12/14 I43 �1174 HJ3 14224203 08/12/14 44 125 F61 14224202 08/12/14 45 91176 -FG2�� 14224200 08/12/14 4'6 9r177-F03� r,, 14214199'08/12/14 47 91178--FT1 4224782-08/12/14 48 91179--FT2 142Z4183 Q8l12/14 49 91180--FT3 14224184 08/12/14 50 91181--FT4 _ 14224185_ 08/12/a THIS DWG PREPARED FROM COMPNTFR INPUT (I nAnS w nIMFNSInNS) sIIRMITTFn RV TDNcc MFD (b((b-irhoenix Realty Homes,lnc. -Fill in later -- Tarpon Flats Fort Pierce, FL - Al) Top chord 2x4 SP_#2_Dense_13B Negative reaction(s) of -293# MAX. (See below) from a non -wind load Bot chord 2x4 SP_#2_Dense_13B case requires uplift connection. Webs 2x4 SP_#3_13B 170 mph wind, 23.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Lumber grades designated with "1313" use design values approved within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, 1/30/2013 by ALSC wind BC DL=5.0 psf. GCpi(+/-)=0.18 (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 11.88 ft. from roof edge. 5X6 = 5X6 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 3X8 (B1) = 4Ao kM) III 3X4 (A1) 1 -O-ol 0 o{a a-o=ol �E 26-4-0 �8}0 F4-4-0 a fE (, 13-0-0 3-0-0 I 5-1-8 1 3-0-0 1 7-10-8 I 32-0-0 Over 4 Supports R=291/-22 U=152 W=8" R=1630 U=597 W=8" R=2353 U=892 W=B" RL=376/-375 R=101/-68 PLF U=17 PLF W=4-4-0 Design Crit: FBC201ORes/TPI-2007(STD) - PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01.0 t� QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. "WARNING' READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.-\�.• E/QOG4� TIC LL 30.0 PSF REF R408 - - 91132 Tr1,nan re,"Irn aditi . care In fubrimu ng. huntlling, nM1ipping, msLull mg antl bracing. Rofur to antl -VN y G //J� TC D L 1 5.0 PSF DATE 08 /1 2/ 1 4 follow the latent etl pion of SCSI (Bulltll ng Component Safety Information. by TPI antl WTCA) for xa lacy practices prior co performing these functions. Installers shall provitle temporary bracing per BCSI. Unles otnerwlse. Cop chord aM1oll hove properly of achetl uctural sheathing antl bottom cM1 No. 22839 sM1allshavc`n properly ettathetl rigid caiI_g. Locacionstshown :e� Permanent lateral restfelnt a( webs BC DL 10.0 PSF DRW HCUSR408 14224164 a 11 I,— bracing instelletl per SCSI section= Bg. B) ar B10. es applicable. ' * BC LL 0.0 PSF H C - ENG KD/WPF ALPINE ITW Bailtling Campanents Graap Ina. (1=GG) ,hall not be responsible far any tlevlatlan from thie tle=i a :. TE OF ¢ Q any failure to bulltl the truss In conformance with ANSI/TPI 1, or for hantlling, shipping. installatfan braeing of t a es. Apply places to wean taco ar tra,= antl pasitian as spawn abaee antl ante Jelnc 90 , TOT. LD. 55.0 PSF SEQN- 271716 Do tol ls, unles atetl otM1erwlse. Refer co tlrawings 1GOA-2 for s antlartl place positions, A seal on tnls •. O R10 ,•' ` 1 Building Components Group lne. tlrawing bi covernpego li,ting tlnl, tlrawing. intlie-1 accepeanca 11 prafeesianal engineering t �SsipNAl ti DU R . FAC . 1 . 2 5 FROM CH B " {/ rosponslbil lty solely for cM1e align sM1wwn. Tna zu I[ablll[y antl too of CM1is tlesign for any s rut re Is Orlando FL 32837 tnn rn'p^asmulcy nr cna Binitlingt-esignnr per ANSVTPI 1 See.e.' Fnr mn a Isncanmusinn eaa: tibla"fnb gene rn c s p Ge; ITW-nr.G: www.l-0.enm: TPI: www. cpinsc.nrn: WTDA: www, n.l tl cry. nraa; FL COA #0 278 1CC: ww..lacsafe.erg 8/12 2 14 SPAC I NG 24. 0" J REF- 1 V8V408_Z1 O THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. fit,,,.,-/rnucnlA nua luy nulneb, ITic. -rill In Iar-er -- tarpon rIats tort FIerce, rL - AYJ Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 23.26 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bat chord 2x4 SP_#1_Dense_13B :B2 2x4 SP_#2_Dense_13B: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chard checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase Truss checked for 200# movable concentrated load along Bottom Chord, factor for dead load is 1.50. nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.63 ft. from roof edge. 5 X 6 5 X 6 z GYF 5X6 3X1O(B3) = 3X1O(B3) 11-0-0 I 7-0-0 11-1p 3-0-0 9-10-8 32-0-0 Over 2 Supports R=2006 U=742 W=8" RL=332/-332 R=2006 U=742 W=8" *20-8-0 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01.QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. "WARNING*' READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. -\P�;�.• G•�•,/I�4O �g TC L L 3 0.0 PSF REF R4 08 — — 91133 Y Tru ssus raqulry uvcramu ca ru In fob r.ca c.ng. banal..., a.....no, Install... ana Lracing. Ra far to ana TC D L 15.0 PSF DATE 08 /1 2/1 4 follow the latest cal clon or BCsI (Building Component sofecy Inr.rmoclan. by TPI a.d WTCA) rar so r.cy P... c s prl yr tv perrarminq thvsv runctivns. Inscollvrz shall proa�ee cempar.ry brocing per BCs1. NO.22839 U„Iase .aced ocher.iza, tvp chore shall hove properly attached strnttnral =h athi.g a.e bottom chore BC DL 10.0 PSF DRW HCUSR408 1422416shall have v properly o tocherl rigid cull lr,g. Locotlon. ....n fur permanantelocerol reztrolnt mf webs ; y shall have bracing i.stolled per BC51 ze ctivns B3. B7 or BID, az appil—I.. i 1{ ALP I N E ITW Building Compon Group Inc. (ITWBCG) shall nvc be responsible rar a.y deviation from thls da=I TE OF Q BC LL 0.0 PSF HC - ENG KD/WP F any railury co Ild thv truss In conformance with AN51/TPI 1, or rur handling, shlpping. Inscol la<ivn Ing art n .. Arrly platy, tm eaa, rat. ar trans a.d position as chow. above a.d a. the �min< '••.<OR10 : • TOT. LD. 55.0 PSF SEQN- 271717 Ovtails, unlesasnotva othar1— Refer to drawings IGDA-7 for s endard plety posl<Ians. A seal on this \ IT Buildin Cam anents Glou lna r awing or "oar p..e a sung a Is erawi.q, Inaleaea> accepcance`ar prafosslvnal eng ..earl nq • • ..•• A P P desponsibillty safely rar tha esign sh.— Th. — tabllity and — of chin design far any = raatbre Is �sS/pNAI DU R . FAC . 1.25 FROM CH the respvnsiblllty of the Builalnq Designs Pnr AN51/TPI 1 5ce,7. Form c Information se `This lab's I�,,�� Orlando FL 32837 ..nerd. .Ices nag.: ITw-nrc www.le.ben.n.m; Tr1: w.. ,s-•waiw FLCOA#0278 1ec: ww..i=esar=•arg CPIn,t..r°` MCA: �" b.i.d"s`ry'`am` 08/12/2014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR \uf fo-f rnuenlx neaILy names, Inc. -r 1II In later -- tarpon rIats Port H1erce, t'L - As) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 22.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13B" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase Truss checked for 200# movable concentrated load along Bottom Chord, factor for dead load is 1.50. nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.38 ft. from roof edge. 5X8 = 2X4 III 3X1O(B3) = 3X1O(B3) = 32-0-0 Over 2 Supports R=2006 U=748 W=8" RL=289/-289 5X8 +20-8-0 Lz�iL-O _I_ 9-0-0 _1 R=2006 U=748 W=8" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01.0 0 QTY:1 FL/-/5/-/-/R/- Scale=.187511/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI `'t ••F/ TICLL 30.0 PSF REF R408 - - 91134 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. AV ��• T... sus roqulro uILI... •:era In fubrlcal.ing, M1unJling. shlpping, inatalling anJ bracing. Rv for La • • •;CE Sn•�A _G DATE 08/1 2/1 4 tallow the latext edition of BCSI (Building Component Safety Inrormetlon, by TPI vnd WTCA) far safetyan : �r C •• •4; TC DL 15.0 PSF p raccices prior to performing theca funccl vns. Installer. .Moll provide temporary brocing per BCS 1. Unla.. noted ot„erwise. Lap c._ shall have properly at ached .tr ataral .h athing and bottom a„ard N0.22839 BC DL 10.0 PSF DRW HCUSR408 14224166 M1all hove a properly o ached rigid ceiling. L...tlonstsh.. farupermonent lateral rest taint of w .M1all have brocing ,nseolled per BCSI sections 113. BT ar Bla, .s applicable. e ALP I NE ITW Bullding Components Group Inc. (ITWBCG) shall net be respanslble far any tlevlatlon tram this da gn ; . 1{ BC L L 0.0 PSF HC - ENG KD/WP F any failure tv build CM1a truss in conformance with ANSI/TPI 1. or for „ ndling, shlpping, I__I:atio 6 TE OF ' brawl ng of tr.. ... Apply plate. Cv wet„ face of truss and pv.itivn osaphawn above and on the Joint •. : �` TOT. LD . 55.0 PSF SEQN - 271718 Details, unlesssnotad ocho twice. Refer to rowing. 1..A-Z for standard plate positions. A seal on [hi drawing or cover page listing this drawing, dindlcetas acceptance of profassl anal ang lnearl ng O/C� ••• O R1Q I Building Components Group Inc. ra l i It shall far the de nd a r J t lC�t....... •, DUR . FAC . 1.25 FROM CH spans ib y y sign .hewn. Tha suitability a se f thl. design fo any s r c re is chn re,,b_ hI icy of the Bul I d I ng 11-1gnnr par ANSI/TPI 1 Snr,. Z.0 F.. m Informed.. se , cThisuJ vb's • Orlando FL 32837 .hdlndn. IS ONAI� RGc: el n cs pogo; ITW-nCG: www. M1rg.cnrn; TPI: www.crins[.nrg; Wif.A: www, ary.c m: „�,,,�,,, SPAC I N G 24. 0 " J REF - 1 V8V408 Z 1 0 FL COA #0 278 Irr.: ww..'�a.ara.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. w• - 'y -i i In lat.cr -- tarpon rlaL5 rorc rierce, rL. - Hv) Top chord 2x6 SP_#2_13B :T2, T3 2x6 SP_SS_13B: Special loads Bot chord 2x6 SP_SS_13B ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Webs 2x4 SP_#3_1313 :W3, W9 2x4 SP_#2_Dense_13B: TC- From 34 plf at 0.00 to 34 plf at 0.22 TC- From 94 plf at 0.22 to 94 pif at 7.00 Lumber grades designated with "13B" use design values approved TC- From 47 pif at 7.00 to 47 pif at 16.00 1/30/2013 by ALSC TC- From 47 pif at 16.00 to 47 pif at 25.00 TC- From 94 plf at 25.00 to 94 pif at 31.78 170 mph wind, 22.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 110 plf at 0.00 to 110 pif at 0.22 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 0.22 to 20 pif at 7.04 DL=5.0 psf. GCpi(+/-)=0.18 BC- From 10 pif at 7.04 to 10 pif at 11.43 BC- From 10 pif at 11.43 to 10 pif at 20.57 Wind loads and reactions based on MWFRS. BC- From 10 plf at 20.57 to 10 pif at 24.96 BC- From 20 plf at 24.96 to 20 plf at 31.78 Calculated horizontal deflection is 0.12" due to live load and 0.16" BC- From 110 plf at 31.78 to 110 plf at 32.00 due to dead load. TC- 516.60 lb Conc. Load at 7.04,24.96 TC- 271.15 lb Conc. Load at 9.09,11.09,13.09,15.09 In lieu of structural panels use purlins to brace all flat TC @ 24" 16.91,18.91,20.91,22.91 OC. BC- 741.52 lb Conc. Load at 7.04,24.96 BC- 130.35 lb Conc. Load at 9.09,11.09,13.09,15.09 Bottom chord checked for 10.00 psf non -concurrent live load, 16.91,18.91,20.91,22.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 T 1OX12(R) % 3X6 Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 7X8 = 3X6 = 1 OX12 (R) N 0-4-3 T 6X8(D3) = 6X8(D3) 1. 7-0-0 _I_ 18-0-0 I 7-0-0 1 i�z_ 32-0-0 Over 2 Supports R=4177 U=2239 W=B" R=4169 U=2239 W=8" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave\R FT/RT=20%(O%)/10(0) 13.01.0 0 QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ••WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEETI - , F/ 6_ TC LL 30.0 PSF REF R408 - - 91135 "IMPORTANT" FURNISH THIS HESIGN.TO ALL CONTRACTORS INCLUDING INSTALLERS. V W Tr"aaae ragulr. a.trama tar. In rabrlc"u ng, M1anJling, .hipping. ins calling anI bracing. Rafe, to P. •��EiiiS n. �y�4 DATE 08 /1 2 / 1 4 rot low tM1a latest ea ltlon of BCSI (Bun dl ng Component Safety Inrorwatlon, by TPI and WTCA) for safety n ' �r C • �n TC D L 15.0 PSF practl ees prior co pe rrorming these runctlons. Inaeallere anvil p-ida temporary b acing per SCSI. 4y� Mnleae n e atnerwiae. tap anard =hall Howe properly at ached = ttp rat sheathing and bottom chard No.22839 Ei BC DL 10.0 PSF DRW HeusRaos 14224204 snail n o properly attached rigid telling. Lacat lonstshawn forupermanent lateral rase rat nc of w shall hove bracing Installetl per BCSI sections 13, BT or B10, as applicable. e ALPINE TW Bulltling Lampanents Grasp Inc. (ITWBLG) shall , t be reaPanalble rar any des atlan cram thla * * BC LL 0.0 PSF H C - ENG KD/WPF any failure to 1n d the truss In eonfo nee with AN51/TPI 1, or for h ndling, sM1lpping. InseallatlI b • TE OF bracing ar tra= es. A_'y Plates to eachaface ar traaa and paaltlan aaaahawn above and ante jalnt Q TOT. LD . 55.0 PSF Decalla. anlesssnaced athdfwlse. Rarer to drawing. IGOA-2 rar standard plate pasltlans. A seal an tniSEQN - 271744 ! 780dingCom onentsGrou Ina. awig ar aaeer page nesting thin drawing. Indicates ateeptance of praresal.- engineering iC ..COR10 a P rasponslb111tY aalelY rar the des,gn aM1a.n. Tna ,ultablllty and ,e of thla design far any atrattare la Fs-.....� DUR . FAC . 1.25 FROM CH th. reapan,i1bni[y of [he Ruilning Oesignnr pnr ANSI/TPI 1 Sec.).a Form o Informntlnn so .. This Jnn's Orlando FL 32837 gn 1e Hates page: ITW-Brr.: www.ic.nag.dam; TPI: eww. pi-t-rg: wir.A: www,snnina"stry,to , FLCOA#0278 ILL: www.�eaaafa,arg /p"m�r:n�" SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP_#2_Dense _13B 170 mph wind, 24.08 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#1_Dense_13B :B2 2x4 SP_#2_Dense_13B: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TICDL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "136" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Truss checked for 200# movable concentrated load along Bottom Chord, factor for dead load is 1.50. nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 12.04 ft. from roof edge. 6X8(R) III 3X8 (B1) 111-0-01i 27-0-0 Over 2 Supports R=1734 U=614 W=8" RL=337/-327 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. ` Tru sous ..gulry vxt.... car. In fabrlcoting, hanJling. sM1lpping, installing anJ bracing. Rv rvr <o . l.Ilvsr the latest edition .! BCSI (Building Component S—ty Informac l on, by TPI ontl WTCA) for sa lacy n practices prior tv parrorming these runcclons. Instoll.rs anal) provld. temporary bracing per SCSI. Unless natetl otnervise, cop cho rtl shall nova properly .t ached structural sh-111"g ana boct.m chord shall M1ova . properly o[c.chetl rigid telling. Loca[IonstsM1aWn for pa rmonenc lute ral restr.in[ of . shell hove bracing Insc.IlvJ par HLSI s.ccl.ns B3. BT yr 810. vs .ppl —b — e y ALPINEITW Bulltling Components Group Inc. (ITWBCG) shall n c b. responsible for any deviation from this gn any rallury co - le cho c s In conformance with ANSI/TPI 1. o r Handling. snipping, Inst.11atlo� b brat ing of [rus es. Applyrplac.s to each face o! crse uand position as sh.Mn abo.a and on the J. — '•i De[ai ls. unless5noted .cn.rr ise, parer L. drawings 16DA-Z for standard plat. pasltivns. A seal vn chi IVftlildingCOm OOBOG4 G(Ou IOC. dams craning, indicat......pc.... or prof... I...I engi.... ingc P P raspvnsl bl llcY solely r.r [nv sign s own. TM1e suitability ana se ar this dsi rar any s roc ry Is Orlando FL 32837 cn. roep..s a icy .r cn. ffi,11 0g nnelgnnr Per ANSIITPI 1 Snc.Z.0 Fnr mn n on (vrmaci.n sen: tiblsuJnh's FL COA N0 278 g.nnral n c s p.g.;91TW-ncG: .w..Ic.Hnn.n.m; TPI: ..w.cpinec,nrg: WTr..A: .. ha manscry.n.m: I Gf.: www.iccsefc.or 12- 1 3 +20-8-0 -� 5X6 (R) III R=1515 U=528 W=811 LaawaftuDo QTY:1 FL/-/5/-/-/R/- ;�th li /t`j .� TC LL 30.0 PSF SF•.ij.°ss TIC DL 15.0 PSF N0.22839 's � BC DL 10.0 PSF e1t� BC LL 0.0 PSF TE OF ' TOT.LD. 55.0 PSF ,.40R1O,,.. DUR. FAC. 1.25 �10*NALE �djwwan SPACING 24.011 Scale=.2511/Ft. REF R408-- 91136 DATE 08/12/14 D RW HCUSR408 14224167 HC-ENG KD/WPF SEQN- 271719 FROM CH JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT !LOADS 8, nIMFNSIONSI SIIRMITTFn Fly TRILSS MFR (b//5-/F•hoenix Realty Homes,Inc. -Fill in later -- Tarpon Flats Fort Pierce, FL - B2) Top chord 2x4 SP_#2_Dense _13B 170 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bat chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord nonconcurrent with design gravity loads. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 11.79 ft. from roof edge. 4X6 ; 4X6 = 1 3 +20-8-0 -� 3X8 (B1) _ bXb (H) III Lc? —0-0-1i L 12-3-4 I 4-5-8 I 10-3-4 I 27-0-0 Over 2 Supports R=1739 U=624 W=8" R=1517 U=538 W=B" RL=292/-283 Design Crit: FBC2010Res/TPI-2007(STD) PSF OR 1Q• DUR . FAC . 1.25 PLT TYP. Wave\R FT/RT=20°/n(0%)/10(0) 13.01.0 ( 0 QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. '•WARNING" READ AND FOLLOW ALL NOTES ON THIS sHEETI " INPORTANT" FURNISH T1115 DESIGN TO ALL CONTRACTORS INCLOOING INSTALLERS. T ru seas rvqul ry v[ruma vuro In fabrlcaLing. 11nJling. sM1lpping, inscvlling Idbracing. Rv fur to e tallow eha lacesc edlelon of BCsI (Building component surety Inrormatlon. by TPI and WTCA) tar safety n `'t F/ V 44 `• `i � EN&�•�� TC LL 30.0 PS F TC D L 15.0 REF R408 — — 9 1 1 37 DATE OB / 1 2/ 1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t� - �y - 111 1—, -- tarpon rIacs rorc. rlerce, rL- - tss) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 23.26 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense _13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_136 wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with 111313" use design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Truss checked for 200# movable concentrated load along Bottom Chord nonconcurrent with design gravity loads. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at .least 11.63 ft. from roof edge. 5X6 ; 5 X 6 1 3 +20-8-0 -� 3X8 (B1) _ 5X6 (R) III L2-0-0�:Ij I_ 11-0-0 I 7-0-0 I 9-0-0 I 27-0-0 Over 2 Supports R=1739 U=626 W=811 R=1517 U=541 W=8" RL=265/-256 Design Crit: FBC201ORes/TPI-2007(STD) 91138 Tr" ragwl ra as ama pare �n fubn cut mg, M1anJl mg. sM1lpping, Wll mg and broclny. Ru fur to .�.• � S� -•.Yy % PLT TYP. Wave\R FT/RT=20°/B(0°/B)/10(0) 13.01.0 ! QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. "WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. � Ci� N' ��.1•o TC LL 30.0 PSF REF R40 8 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. nuai�y nuniu�, inc. -rill In later -- Iarpon rlats rort Fierce, rL - t54) Top chord 2x4 SP_#2_Dense_13B :T3 2x4 SP_#1_Dense_13B: 170 mph wind, 22.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X8 = 2X4 III 6X8 1 3 +20-8-0 -� 3X8 (B1) = 3X6 III L12-0-0:;J 1— 9-0-0 1 11-0-0 I 7-0-0 I 27-0-0 Over 2 Supports R=1739 U=918 W=8'i R=1517 U=790 W=8„ RL=222/-213 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01.0 ! QTY:1 FL/-/5/-/-/R/- Scale=.2511/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI ' /`/ p� TIC L L 3 0.0 PSF "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. .�/ q� REF R4 08 - - 91139 Tr......... gas ra aatrmm� a a In rabricating, M1anJl ing. sM1 ipping, Insculling and bracing. Rarur to and �P��E N$ TC D L 15.0 PSF DATE 08 /1 2/1 4 follow latest ed ltlan ofrBC51 (Building Component Safa[y Infarmativn. by TPI and WTCA) for sa racy practices prior co performing these funcclons. Installers shall provide temporary bracing per SCSI. No. 22839 Doles naiad etherwlae, top shard shall boas properly at ached air etural aheathing and bottom sherd BC DL 10.0 PSF DRW HeusRaoa Tazzano shall have a properly ottachad d ceiling. Locatlonst shaam fo rupermonent lateral re zt ral nc of web : 1 eholl hove bracing Installed par SCSI sections 03, BT or B10, as appi —ble. T( ALPINE Tw ding eempanant, Grasp Inc. (ITWBCG) ,hart not be reapen,ima rar any deeiatlan from thl, doe TE OF BC LL 0.0 PSF HC - ENG KD/WPF any failure co build cha truss In conformance with ANSI/TPI 1. or for handling, snipping• Inca l l avian bracing of cruasys. Apply.plutas each rape of true, and pa,itlan as ,Hawn an and an the Joint TOT. LD . 5 5.0 PSF S EQN - 271399 De cal ls, unless nviced ocharwise. Refer to rowing, 1O0A-2 rar a andard plate positions. A seal on tM1iz Oj(c, '. O R1O drvwing yr cover page listing this erowing.dlndlcaces acceptancecof pro fvssivnal enginearin0 I Building Components GroupI c. aspanemI It, solely rar the design ,haven. The ,lit.bility and a e of thlz de,lgn far any , rwnt ra iz ��iS/ONAI� '\ DUR. FAC. 1.25 FROM CH thn responsihlllty of the Bung Onsignnr per ANSI/TPI 1 Sec.), ,Form a InformneI— scv. tTnlsaJ oh's OdandoFL 32837 gnnnral n : pogo; ITw_nr.D: www.inneg.nam; TPI: www.tpins ,g; WTCA: www.sbalndnsvy.nnm; rlttllML� FLCOA40278 ICC: www.�==eefe•arg 08/1212014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. .�• - ..y - I-- -- idrpon ricks roux rierce FTopchord 2x4 SP#1Dense_13B :T2 2x6 SP_SS_13B: chord 2x6 SP SS 13B Webs 2x4 SP_#313B We 2x8 SP_#2_N_13B::Rt Wedge 2x8 SP_#2_N_13B: Lumber grades designated with i1136" use design values approved 1/30/2013 by ALSC 170 mph wind, 22.26 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. rL - no) Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From' 94 plf at -2.00 to 94 plf at 7.00 TC- From 47 plf at 7.00 to 47 plf at 22.00 TC- From 94 plf at 22.00 to 94 plf at 31.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 14.50 BC- From 10 plf at 14.50 to 10 plf at 21.96 BC- From 20 plf at 21.96 to 20 plf at 29.00 BC- From 4 plf at 29.00 to 4 plf at 31.00 TC- 516.60 lb Conc. Load at 7.04,21.96 TC- 271.15 lb Conc. Load at 9.09,11.09,13.09,14.50 15.91,17.91,19.91 BC- 741.52 lb Conc. Load at 7.04,21.96 BC- 130.35 lb Conc. Load at 9.09,11.09,13.09,14.50 15.91,17.91,19.91 Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, between 8-9-0 to 8-9-0, nonconcurrent with design gravity loads. SS0712 ; 4X6 = 4X6 = SS0712 'IvA 111. +20-8-0 L,_2 - 0 - 0:::,j [�2-0-0:j 1_ 7-0-0 ,I_ 15-0-0 I 7-0-0 I (E 29-0-0 Over 2 Supports R=4074 U=2251 W=B" R=4074 U=2251 W=811 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC201ORes/TPI-2007(STD) Wave\R FT/RT=20%(O%)/10(0) 13.01.0 ! QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ••WARNING- READ AND FOLLOW ALL NOTES ON THIS SHEETI M' ��♦ TC LL 30.0 PSF "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. P •pA/-` REF R408 - - 91140 T rds,a, raguira .•rem..are In robe caU ng, honJling, sh,pp,ng. ,mWlling anJ braeing. Ro for to anJ �;• �0 S ••.Y2 * TC DL 15.0 PSF DATE 08 / 1 2/ 1 4 ron aw the latest eel clan ar RC51 (Rullding campane,rt sa recy Informoclan, by TPI one wren) rar sa rery Procci cos prior to perrorming these functions. Inscollers sM1oll provide tempo rory brocing par ecsrd N0. 22839 Dnle„ notes atherwi,a, tap ahare steal I boas properly at achetl ,tr"aural ,beatbing and bottom ahare _ BC DL 10.0 PSF DRW HCUSR408 14224205 shall have a Properly vttoched ri gltl ceiling. Lac vclvnst shorn for permanent Ivicerol rascrolnt of rob ,boll M1ara bracing Ins[olletl per gCsl sacs Ions 03. OT or D10, vs oppl lcable. , ALPINE TW Rvyleing Gampanents Group Ina. (ITWRGG) ,ball not be re,pan,lbiv rar any eevlatlan from thl, dos TE aF BC LL 0.0 PSF HC - ENG KD/WPF any foilura co build cha truss In conformance with ANSI/TPI 1, or for handling. sblpping. I-.11 atlan i aaing ar tr", es. Apply plots, ca aaab race ar tra„ and pa,iclan a, shown above and an the Joint • TOT. LD . 55.0 PSF S EQN - 271403 Details, unlesssn-d o[herwisa. Rarer to drawings 160A-2 for st ndard plate positlons. A seal on this Q�••. < 0 R1Q I Buildin Com orients Glou Inc. awing ar cover page Il,cing chi, drawing. Inelaate, aaaePtance ar prone„lanai englneering • ..... a P P _ponsibillty ,olely rar the de,lgn shown. Tha sOitability and a,a of thls design far any --tbra I, FSS DUR . FAC . 1.25 FROM CH Orlando FL 32837 na re, Pans iebn ice nr cha Ru rid mg naslgnnr pnr nNsl rrl t snn. z. Enr m e Snrnrmeci an ,aa Tm, Jae , �ONAI FL Co F i3O 283 grim,., n c , pwgn:g lTw-nre: www.lc.nng,nam; TPI: mw.tpin,c.arg; WTCA: rww, btlndnscry.tam: ]CC: www.lae,ara.er SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ku 1to-/rnuen I mualLy numes,inc. -rill in lacer -- tarpon riacs rorc rlerce, rL - LI) Top chord 2x4 SP_#2_Dense_13B :T2 2x4 SP_#1_Dense_13B: Special loads Bot chord 2x6 SP_#2_13B ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Webs 2x4 SP_#3_13B TC- From 94 plf at -2.00 to 94 plf at 7.00 TC- From 47 plf at 7.00 to 47 plf at 14.33 Lumber grades designated with "13B" use design values approved TC- From 94 plf at 14.33 to 94 pif at 23.33 1/30/2013 by ALSC BC- From 4 plf at -2.00 to 4 pif at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 10 plf at 7.04 to 10 pif at 10.67 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, BC- From 10 plf at 10.67 to 10 plf at 14.29 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- From 20 plf at 14.29 to 20 pif at 21.33 BC- From 4 plf at 21.33 to 4 pif at 23.33 Wind loads and reactions based on MWFRS. TC- 516.60 lb Conc. Load at 7.04,14.29 TC- 271.15 lb Conc. Load at 9.09,10.67,12.24 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 741.52 lb Conc. Load at 7.04,14.29 OC. BC- 130.35 lb Conc. Load at 9.09,10.67,12.24 Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, between 8-9-0 to 8-9-0, nonconcurrent with design gravity loads. 4 f:0 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 6X8 bx1L(t5/ft) = 5x1L(B]K) L*E 2-0-0�J L< 2-0-0-B-J 1_ 7-0-0 _I_ 7-4-0 _I, 7-0-0 I 21-4-0 Over 2 Supports R=3053 U=1492 W=8" R=3053 U=1492 W=811 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01,0 ! QTY:1 FL/-/5/-/-/R/- "WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEET P� �,{,40` TC L L 30.0 PSF "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. �••� r C •, �••r•.��� Trus...... yulr •[ emu caru In rabrlcnting. M1unJling, sM1lpping. 1 stalling a"I bracing. Rafor [a anJ • \ G ry� TC D L 15.0 PSF follow tM1loeent ed lclon of SCSI (Bulldi ng Comp.nent Surety InrvrmaI -. by TPI and WTCA) ror sn rety proctices prior co perrorming chase functions. Inscvllere shall prvvida temporary hrocing per SCSI. No. 22839 Unless noted otherwise, top chord shall have properly ntcaehad ser cCural sheathing and b tom ehortl _ BC D L 10.0 PSF null M1aue o properly attached rig ld ceiling. Locatlans sM1own fa rupermonant late rot rest rml nt o! wab •: 1 shall have bracing Installed per BCSI sections B3. BT ar 1110. os oppllcmble. i[ ALPI NE ITW Building Components Group Ina. c1=CG) shall not be 1-F-sible ror any deviatlan from tale Jae TE OF ( BC LL 0.0 PSF any failure co bull) the truss In conformance with ANSI/TPI 1. or for hanEling. snipping. Installation i v� bracing a! __ s. Apply plates to each face or truss and positive as shorn above and mn c e Jnint • TOT. LD . 55.0 PSF Details, unlesssnoted otherwise. Refer to drawings 160A-2 For standard plate positions. A seal an thle ��•.•• 4 O R% . .ring or cover page Ilse ing thls drawing, Indicacos acceptance of pro sslanal eng lneeri ng .. 'w•••' ♦ DUR . FAC . 1.25 I Building Components Group Inc. enpannlbJ ncy solely ror tees design sna.n. The snicemuty and a arftni. design rer any z r.ccure Is �SS/pNAL F' • the respanslhlllty or eM1c Building Ocsignvr par ANSI/TPI 1 Svc.).usFor c Information sce: eTh is Job's Orlando FL 32837 gang rnl natal pages: ITW-Bf.G: www. icwbcg.cam: TPI: rwr.apin t-u: WTLA: .-bcindas FL COA N0 278 rr.: wwr.leesara.nrg try.aam: SPAC I NG 24. 011 Scale=.312511/Ft. REF R408-- 91141 DATE 08/12/14 D RW HCUSR408 14224206 HC-ENG KD/WPF SEQN- 271404 FROM RF JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kurro-/r,luenix nua —y nomes,lnc. -rill in lacer -- iarpon riacs rorc I•lerce, rL - LZ) Top chord 2x4 SP_#2_Dense 13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense _13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "136" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 2-0-0�J 0 R=1401 U=516 W=8" RL=44/-282 5X6 3-4-0 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live 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. 4X6 LEE 2-0-0-:>J 21-4-0 Over 2 Supports R=1401 U=516 W=8" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. QTY:1 FL/-/5/-/-/R/- Scale=.312511/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SREETI �Qw •,`CENS •/�i'dp`, TC LL 30.0 PSF REF R408-- 91142 "INPDRTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS ES ON THI INSTALLERS. -br•2v Truaaaa ragalr` o ama care in fabr,aating. hand ing, shipping, i atalling and nrscing. Rotor to and TC D L 15.0 PSF DATE 08 /1 2/1 4 follow cM1e laces edition or SCSI (Building Component Sa ra cy Informaclan, by TPI and WTCA) for so lacy y proccicaa prior to performing these runctlons. Installers nholl provide temporary brocing per BDSI. No. 22839 y¢G Bnleaa not otherwise, cop chard =hall have properly at aehed straetarnl she hinq and battam ehard BC DL 10.0 PSF DRW IlcusRaos 14224'I71 shall hnve a properly stt schetl rigid telling. Locatlonstshawn for permanent lateral restrain[ or webs . Q shall have bracing Instolletl per BCSI sections BB. B] or Blo, as applicable. C ALP I NE ITW Building Companencs Group Inc. (ITWBCD) sha11 be responsible any deviation rram thls deal TE OF ;` Q BC LL 0.0 PSF HC - ENG KD/WPF any failure cv bulltl th truss In conformance rich ANSI/TPI 1, or rar handling, shipping. Inscallac ion b �.Q b toeing ar tree s. APPIY plates to each .ate of [rasa and position ae shorn abase and ante J. -0,,p•.•.<OR1� TOT. LD. 55.0 PSF SEQN— 271400 Details, unlvsssnocetl ocherrlsa. Refer to ratings 1fioA-Z rot standartl plate positions. A seal on I:— IZildingCom onents Grou Inc. awing r [ever page 1lsting thrdinuttan^eanal engarng/A`DUR. FAC. 1.25 FROM CH p P rasponslblllty solely rot cne design shorn. The s [ability a d so o! this design - any struccu re Is the rasponslblllty of the Building nosigner per ANSI/TPI 1 Sec.).0 Form c inrormvtlon see: This Jon Orlando FL 32837 general n s page: ITw-RCD: rrr. i trneg.eam; TPI: rrr.tpin• ..re: WTC.A: ...,. sne mda 1y. ; FLCOA00278 IDc: -r-• ==,afe.arR 08/12/2014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kul,.,-/rlwe111x ricalcy nunlco,lnc. -rill In lacer -- iarpon riacs rorc rierce, rL. - 6,5) Top chord 2x4 SP_#2_Dense 13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TICDL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4X6 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live 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. 2-0-0BJ L- 2-0-0� 10-8-0 _I_ 10-8-0 I 21-4-0 Over 2 Supports R=1401 U=514 W=8" R=1401 U=514 W=8" RL=318/-318 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. QTY:5 FL/-/5/-/-/R/- Scale=.3125"/Ft. "WARNING' READ AND FOLLOW ALL NOTES ON THIS SNEETI AQ, �CENS .'vjL� TC LL 30.0 PSF REF R408-- 91143 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. .. !. . 2 rr..... ..gulra a tr.m. „rRa In rabn cat mg. hundling, shipping, Instelling — bracing. Rur.r t. and �( TIC D L 15.0 PSF DATE 08 /1 2/1 4 fo1 lout the__ ve..... I. (G. I:_g Camp. —It Surety Information, by TPI and WTCA) for sa rety practices prior t. shosn performing chase functions. Installers shell provld. temporary bracing per RCSI. No.22839 U.I.— noted athermise, tap thane =hen hale properly .t ached ,true�ural sheathing and b.Ct.m eh.rd BC DL 10. 0 PSF DRW HeusRaoe 14224172 :hen nee a properly acca.hea rig le calling. Lococlonstr eaneateral reseal ne of deb shall haove bracing Installed par RCSI sections 8], R] or 81. asnoapplpicrmable.nt ls , n ALP I NE ITW Buileing Campanencs Gr.up Inc. (ITWRCG) •hell net b. resP.nslble r.r any d—iatian from this ,e ; TE OF Q J BC LL 0.0 PSF HC - ENG KD/WP F any (allure to build the truss In conformance W1., ANSI/TPI 1. ar nor handling, shlppl ng. Ins[alla[lon b eaing of tr.. es. Apply plate• to eaoh rate ar ..... end p.sician es =h— eb.— end .n t e Jalnt 90�.•...<OR1� � � � TOT. LD. 55.0 PSF SEQN- 271401 Details. unl... noted otherwise. Refer to raeings r 1GOA-Z for standard place positions. A seal on this urea ng ar e...r page Ileting this I...ing,"indiee acceptance ar pr.r.ssi... I englneering ASS%pNAI DUB . FAC . 1 .25 FROM RF 1 Ziguilding Components Group Inc. .•panslblmy solely nor cba de.lgn ybaen. The Sa 1-11ty and " a a t— eeslgn F.r any z rucc re is Orlando FL, 32837 Ih. rnn sp—lblilcy nr ch..,—I ngt`ae{ pnr ANSS//TPI lscec.]. sF.rr... snclneasian IT. tThfs".iab s rnl n s page: ITW-RCG: beg.. TPI: .erg; WTCA:m vy.� r; FLCOA#0278 irr.:—.1.... 1.,.'R 08/12/2014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I,b//b—/F'rloenlx KealLy Momes,lnc. —rill In Iater -- tarpon rlats rort rlerce, rL — L.4) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_ Dense _13B :82 2x6 SP#2_136: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B :W3 2x8 SP_SS_139: wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Slider 2x4 SP #3 13B: BLOCK LENGTH = 1.500' Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 10.67 TC- From 94 plf at 10.67 to 94 plf at 15.08 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 pif at 0.00 to 20 plf at 9.33 BC- From 20 plf at 9.33 to 20 plf at 15.08 BC- 100.00 lb Conc. Load at 10.33,11.83,12.83,14.33 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 3X4 6 7-- 2X4 III 4X6 (A9R) _ L-- 2-0-0:zJ R=1142 U=200 W=8" RL=230/-183 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 15.00 ft. from roof edIX6 (R) III 6 3X4 III 7X10 = W3 3X10 (R) III 15-1-0 Over 2 Supports 3X4 0- A 3X1O(E5) III R=1160 U=144 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. ." QTY:2 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. `� •\t• ... p •�A G TC LL 30.0 PS F REF R408 — — 91144 T rusw a raqulru antrum Cara in fabric. Ung. M1anJl mg. sM1lpping. Instulling and brat mg. Refer m and v • �r TC DL 1 5.0 PS F DATE 08 /1 2/ 1 4 foI low the loco sc vtlition of BCSI (Building Component Sofecy Information, by TPI and WTCA) for sorecy r�p/��j y p roccicen prior co performing chase functions. Inscol lers shall provide temporary brocing per BCSI. No• 22839 yiR Unless noted otherwise, tap chard sholi have properly at oohed straataral sheathing and bottom chard BC D L 1 0.0 PSIF D RW HCUSR408 14224 173 hall have a properly ottachetl rigid calling. L. otlonst shown for permanent lateral restroinc of webs- a boll have brocing Installed Per BCSI sections B3. B7 or B10. es opplicab le. , nC ALPINE ITW Building Components Gravp Inc. (ITWBCG) shall not be responsible far any deviation from this dell ` TE OF ;` Q .( BC LL 0.0 PS F H C - ENG KD/WPF any failure to build the truss in conformance with ANSI/TPI 1, ar for handling, shipping. Inscallacion b acing of tress s. Apply Places to eath rate ar tress, and p itian as shown above and ante Jalnt o •.,,� p p .• �`' TOT. LID. 55.0 PSF SEQN— 271290 Oetalls, anlasssnoced otherwise. Refer to drawings 160A-2 for standard Plate posltlons. A soot on this IC O R�, \ drawing or cover Page listing this drawing. indicates acceptance of professional engineering �sS/pNAI DU R . FAC . 1 2 5 FROM CH l Building Components Group lnc. e,Pan, lnuity ,—ly rar the design �ha.n. me .al :Illy and a ar this deign rar any s resat re is the re sponslhlllty nr chn Building Onsignar per ANSI/7 PI 1 Se c.).usFor m e Infnrmatinn sec: tThlsaJnb's Orlando FL 32837 gene wl s pegn ITW-Off: www. cwncgr . TPI: www tplast.nrg: WTIA: www.sM1eladustry.aam. SPACING 24.0 ' J REF - 1 V8V408 Z 1 0 FLCOA90278 GG:rwww 1ce$a =g 08/12/2014 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l,o//o-irnoenix Realty nomes,lnc. -rill in Iater -- larpon rlats t-ort Pierce, 1-L - (;b) chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located FRt chord 2x4 SP #2 Dense_13B :62 2x6 SP_#2_13B: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bearing Leg 2x4 SP_#3_13B: Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 10.33 TC- From 94 plf at 10.33 to 94 plf at 15.33 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pif at 9.33 BC- From 20 plf at 9.33 to 20 plf at 15.04 BC- 100.00 lb Conc. Load at 10.33,11.83,12.83,14.33 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Wind loads and reactions based on MWFRS with additional C&C member design. 2X4 6 I— 2X4 (Al 2-0-0 = 8-10-0 10 9-4-, R=718 U=117 W=8" RL=200/-110 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 III 4X6 = 3X4 (R) III 7X8 = " 1 1 62 2X4 = 3X8 (R) III 2- -0 3X6 (R) III 6-6-0 I Fl Y—u—u 5-8-8 15-4-0 Over 3 Supports R=1061 U=268 W=6" R=560 U=218 W=3" 2-4 15 12-5-4 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI.\�ENS�./(''ag4+� TC LL 30.0 PSF REF R408-- 91145 "IMPORTANT" FURNISH THIS DESIGN TD ALL CONTRACTORS INCLUDING INSTALLERS. -r22 Trussae ..Rulra aarema earn In fabrvcaU ng. M1anJllny, shlpp mg. Instal Ing anJ bracing. Ru fur - a TC D L 15.0 PSF DATE 0 8 /1 2 /1 4 follow the latewt aditi of BCSI (Builtling Component S. lacy Informpcian. l by TPI antl WTCA) for so lacy n practices prior to performing these functions. Instnllnfs shall ploy temporary bracing per SCSI. No. 22839 Unlee. natetl aG.erwise, tap a1—d - 1 I,aae properly a[ aehe wtrnctnral ,h a[hing a tam thartl BC DL 10.0 PSF DRW HCUSR408 14224'174 sM1oll have a properly Oita hetl ri gitl ceiling. Locaelonscshown for parmanenteloteral rest ral nt of webs 4 shall have brocing Ins talletl per BLSI sec[lons Bl. BT or 810. on oppl —ble. , Y ALPINE ITW Builtlil,g Campanencs braep pill (ITW8CG ,hall not be resi'anslble far any tleyiatien tram tbl, tlesl TE OF ; Q BC L L 0.0 PSF H C - ENG KD/WPF ny failure co bull° the truss in canfa rmance with ANSI/TPI 1, or for hantlling, shipping. Installo[ian b bracing of tre, s. Apply plate= to each r ear trl,,, antl position a, ,haws abase antl an the �alnt �'pA''..L 0 ; . �`' TOT. LD. 55.0 PSF SEQN- 271303 Details, and osasnoce0 otherwise. Re far co awings 160A-1 for s n ar„ place positions. A seal on [his Is , 01�1 \ tl rawi ng of taear page listing thi, tlrawing.°; ntliaate, accepmncat o f°professional engineering FSS�pN�` DUR . FAC . 1.25 FROM CH 1 Building Components Group Inc. e,pans..... ty ya lely rar the tlesign Shawn. T a Snlmbilicy a,tl a of this tlesign rar any s r�°c re Iz the rnspnnsiM1lllty of thn Rniltl ibq Designer I,— ANSI/TI'I 1 Srn.).11sFnr mnr. nfnrmwcian s... tTbie',inl.'s Orlando FL 32837 Rene ,.I .5 nw . ITw-n6c: www. Icwbcg.rnm. TPI: www. p er.—D wrrn: www.sb��nm„ y am. FLCOA#0278 ICC:rwww"�=caare.mrg 08/I2/2014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (b//b-/Phoenix Realty Homes,lnc. -Fill in later -- Tarpon Flats Fort Pierce, FL - C6) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_ Dense _13B :B2 2x6 SP_#2_13B: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_136: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 12.33 TC- From 94 plf at 12.33 to 94 plf at 15.33 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 9.33 BC- From 20 plf at 9.33 to 20 plf at 15.04 BC- 100.00 lb Conc. Load at 10.33,11.83,12.83,14.33 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. IWind loads and reactions based on MWFRS. 5 X 6 MWFRS loads based on trusses located at least 15.00 ft. from roof edge. s �— 2X4'(A1) L2-0-0 8-10-0 R=719 U=110 W=8" RL=233/-121 In lieu of structural panels use purIins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 7X8 3X6 (R) III 12-4- 2-bi-0 4X6 = 3X4 (R) III 2X4 3X8 (R) III 6-6-0 _I _I, 2-8-8 _I 5-8-8 r 15-4-0 Over 3 Supports R=1067 U=258 W=6" R=555 U=217 W=3" \•rl 3-4�15 Design Crit: FBC201ORes/TPI-2007(STD) 91146 it 4 PLT TYP. Wave\R FT/RT=20°/D(0°/D)/10(0) 13.01.0 ' QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FDRNI SM THIS OEHILN TO ALL CONTRACTORS INCLUDING INSTALLERS. V� •��` TC L L 30.0 PSF REF R4 0 8 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ku, f— wcl I I A — I Ly nuin—, III— -r i l l IF] I aLer -- tarpon r l acs rorc r I erce Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense _13B :B2 2x6 SP_#2_13B: Webs 2x4 SP #3 13B :Rt Bearing Leg 2x4 SP_#3_13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 14.33 TC- From 94 plf at 14.33 to 94 plf at 15.37 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 9.33 BC- From 20 plf at 9.33 to 20 plf at 15.08 BC- 100.00 lb Conc. Load at 10.33,11.83,12.83,14.33 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. (Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. rt- - i,i) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 s 5X6 r,7X8 L-SE2-0-0 8-10-0 R=715 U=102 W=8" RL=266/-132 Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4 III 0 3X6 (R) III 3X4 (R) III 4X6 = 4-4 15 12-5-4 2 2X4 = 3X8 (R) III 9-4-0 6-6-0 'I 0-9-0 9-4-0 - I - 5-9- - 15-4-0 Over 3 Supports R=1093 U=260 W=6" R=542 U=215 W=3" Design Crit: FBC201ORes/TPI-2007(STD) PSF "IMPORTANT" FURNI511 THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.•\. ...... •��d` REF R408 — — 91147 PLT TYP. Wave\R FT/RT=20%(0°/D)/10(0) 13.01.0 ' QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. "WARNING " READ AND FOLLOW ALL NOTES ON THIS sHEETI � 4 TC L L 30.0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. �o,To-/rnuenlx Realty nomes,lnc. -rill In lacer -- tarpon flats tort rlerce Top chord 2x4 SP_#1_Dense_13B :T2 2x4 SP_#2_Dense_13B: Bot chord 2x4 SP #1 Dense_13B Webs 2x4 SP #3 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X8 L-E 2-0-0-� 2-4-0 tL - uT) Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 7.00 TC- From 47 plf at 7.00 to 47 plf at 9.33 TC- From 94 plf at 9.33 to 94 plf at 18.33 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.15 BC- From 10 plf at 7.15 to 10 plf at 9.29 BC- From 20 plf at 9.29 to 20 plf at 16.33 BC- From 4 plf at 16.33 to 4 plf at 18.33 TC- 516.60 lb Conc. Load at 7.04, 9.29 TC- 271.15 lb Conc. Load at 8.17 BC- 741.52 lb Conc. Load at 7.04, 9.29 BC- 130.35 lb Conc. Load at 8.17 5X6 Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Ic 16-4-0 Over 2 Supports R=2511 U=1193 W=12" �--- 2-0-0�,J R=2510 U=1193 W=12" \J Design Crit: FBC201ORes/TPI-2007(STD) 91148 "IMPORTANT" FD RNI SH THIS DESIGN i0 ALL CONTRACTORS INCLUDING INSTALLERS. I PLT TYP. Wave\R FT/RT=20°/D(0°/D)/10(0) 13.01.0 ' QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI //4Q` TC LL 30.0 PSF REF R4 08 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ;,o//o-/vnoenlx Keaity nornes,lnc. -rill In later -- larpon Hats Vort Fierce, FL - U2) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13B" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 2-0-0 8-2-0 R=1117 U=411 W=12" RL=264/-264 Deflection meets L/240 live 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. 4X6 = 16-4-0 Over 2 Supports —2-0-0— J R=1117 U=411 W=12" \•J Design Crit: FBC201ORes/TPI-2007(STD) 91149 Tr"aaaa ragy, ra aar°ma tiara In fobrimting, M1unJliny, sM1lppiny. inawll,ng anJ pram ng. Rufur <a anJ _VN `¢� TIC D L 15.0 PLT TYP. Wave\R FT/RT=20°/y(0°/G)/10(0) 13.01.0 ' QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. '"WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI **IMPORTANT'* FURNISH THIS DESIGN TG ALL CONTRACTORS INCLUDING INSTALLERS. Ix NS��j�2Q4 TIC L L 30.0 PSF REF R4 0 8 — — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (,b//b-/Phoenix Realty Nomes,lnc. -Fill in later -- larpon Flats Fort Pierce, FL - D3) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TICDL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Slider 2x6 SP_#2_13B: BLOCK LENGTH = 1.500' Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/240 live 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. 4X6 (R) III Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 2 X 4 6 6 � 3X4 0- 1 +9-4-0 3X4 = 3X10(E5) III 3X4 (Al L2-0-0----J 8-2-0 R=1068 U=395 W=8" RL=202/-210 15-1-0 Over 2 Supports 6-11-0 R=834 U=298 Design Crit: FBC201ORes/TPI-2007(STD) 91150 "IMPORTANT" FURNISH THIS DESIGN TD ALL CONTRACTDRS INCLUDING INSTALLERS. ' PLT TYP. Wave\R FT/RT=20%(0°/D)/10(0) 13.01.0 ' QTY:3 FL/-/5/-/-/R/- Scale =.375"/Ft. •'WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI A� 44` TIC LL 30.0 PSF REF R40 8 — — THIS DING. PRFPARFn FnnM rnMPIITFR INPIIT nnAnr z nIMFNCInNc1 giipm ITTFn Rv T011cc IUCD (b//b-/Phoenix Realty Homes,lnc. -Fill in later -- Tarpon Flats Fort Pierce, FL - 134) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 6X6 L—2-0-0 -IJ Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 15-4-0 Over 2 Supports R=1074 U=252 W=8" RL=160/-97 3X4 Ids 2X4(R) 3-7 15 2X4 9-11-4 9-4-0 3X6 (R) III R=851 U=304 W=3" Design Crit: FBC201ORes/TPI-2007(STD) 91151 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING ........... • ♦ DUR . FAC . 1.25 PLT TYP. Wave\R FT/RT=20°/g(0°/g)/10(0) 13.01.05 00 QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET[ '! K/'�6_ TC LL 30.0 PSF REF R408 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR kuf to-/rnuenix Realty nomes, Inc. -rill In later -- larpon flats port fierce, FL - U5) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_13B: Wind loads and reactions based on MWFRS with additional C&C member Lumber grades designated with 11136" use design values approved design. 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase Truss checked for 200# movable concentrated load along Bottom Chord, factor for dead load is 1.50. nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X8- 2X4(R) III L-2-0-0J 15-4-0 Over 2 Supports R=1074 U=228 W=8" RL=192/-108 4-7 15 2X4 = 9-11-4 9-4-0 3XIS(R) III 5-2-8 _I R=851 U=294 W=311 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.. 1 . OqjWaj,00 QTY:1 FL/-/5/-/-/R/- Scale=.37511/Ft. ALP I NE I Building Components Group Inc. Orlando FL 32837 FLCOA#0278 ••WARNING'• READ AND FOLLOW ALL NOTES ON INCLUDING NIS SHEETI "INPDRTANT'• FURNISH ING OE51GN TB ALL CONTRACTORSESONTHI INSTALLERS. Tru ssus ruqul ro uxtremu cure In fabricating, hunJlln.. sM1lpping. Inxtalling unJ bracing. Rofur to a rollor the Intent edition of BCSI (Building Component Safety InformnUon, by TPI and WTCA) for snfecy n practices prior co performing chase Rinciions. Installers shell provide temporary b acing per BC51. Dnlass natetl otherwise, top cM1,rd shmll hove properly mt aches ntruc[urol she°thing and battnm Chard for h shall a°e . prvpnfly °ttwched rigid telling. ha Lacotione srp pe rmon lateral ..strain f owe shall h.— broch.g Ina talletl par 3C51 seed... 83. BT wr BI.. as applicable. 1 ITW B°Ilding I:nmpnn°nts Group I.,. (ITWBLG) .M1al1 pat be respansibi. fnr any dex'at'an tram Chia d 1* any failure t° build the cru.s In canto man,° rich AN51/TPI 1. or for handling, shipping, installac'a a brat'.. °f tr.. s. Apply pieces to eacM1 face of tress ape pa.IClan a. charm abaxe and a. tM1e Ialnt Da ta'I., unlesssnocvd otherwise. Refer to drawing. ISGA-I for at....Id place positions. A seal on cM1 dr°.Ing ar cover page II.t'.g thl. drawing. Indicates acceptance of prafessianal engineering reap°.,Iblllty solely fnr the design .how.. The sulcabillty and se of this design far any . ructure Is tM1a resronsl hll itof [M1c flullding Dasign.r per ANSI /Trl 1 Sec. 3.° Fnr m n information sec: tThis Job's .newel no .s pagn; ITW-GGG: rrw.it.bcg.com; TPI: mw.tpinst..rg; WTCA: «rw.sbcindust. 1CC: rrw.i...afe.arg y`°m` R P. ,���� 'x``' E N [1 rI : F ....ti * N0.22839 's •' * TE OF ' °6. : �Q , .• Q R ' �� , ....« • \ SS�aNALti TC LL 30.0 PSF TC D L 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD . 55 . 0 PSF REF R408-- 91152 DATE 08 /1 2/1 4 DRW HcusRaos iazzaias H C — ENG KD/WPF SEQN - 27 1 428 DU R . FAC . 1.25 FROM CH SPACING 24.0" JREF- 1VBV408_ZlO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kt°iT /rnuun x Redly nome5, Inc. -rill In lacer -- tarpon rlacs rorc rlerce, rL - UUJ chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located . FFTop chord 2x4 SP_#2_ Dense _13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_138 wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_13B: Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4X6 = 2X4(R) III 5-705 2X4 9-11-4 +9-4-0 3X6(R) III 2-0-0 1— 11-10-0 _I, 3-2-8 _1 15-4-0 Over 2 Supports R=1074 U=206 W=8" R=851 U=281 W=3" RL=225/-119 Design Crit: FBC201ORes/TPI-2007(STD) 91153 —IMPORTANT"FNRNISN THIS DESIGN TO ALL CONTRACTORS INCLUDING -CON S TC DL 15.0 PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01.05 00 QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI TC LL 30.0 PSF REF R408 - - THIS DWG PRFPARFn FRnM r.OMPIITFP INPHT (lnAnc z nIMFNCInNc1 cIIRM ITTFn RV TDllcc MrD (bilb-/Phoenix Realty Homes,lnc. -Fill in later -- Tarpon Flats Fort Pierce, FL = D7) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TICDL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_136: Wind loads and reactions based on MWFRS with additional C&C member Lumber grades designated with 111313" use design values approved design. 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TIC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase Truss checked for 200# movable concentrated load along Bottom Chord, factor for dead load is 1.50. nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 15.00 ft. from roof 2X4(R) III edge. 5X6 6-7}15 2X4 = - 9-11-4 _ 9-4-0 ''^',,^I/ — 3X6(R) III �2-0-0� L 13-10-0 I�-Z-$I 15-4-0 Over 2 Supports R=1071 U=187 W=811 R=848 U=266 W=3" RL=258/-129 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01.05 00 QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ALPINE �7ftilding COOT OODOfS raf00 �nC.ddrawonD. a P Orlando FL 32837 FL COA #0278 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SNEETI "IMPORTANT" FURNISH THIS DESIGN TO ALLFOLLOW CONTRACTORS INCLUDING INSTALLERS. Tru ssus ruqulru uvtrumu cu ru In febrlcuting, hondl-g. shipping. Inxculling and bracing. Rorer co fellow the latent edition of OCSI (Ruildlrrg Component Safety Informecian. by TPI and WTCA) far .afar, n practices prior co performing cM1ese functions. Installers shall provide cemporwry b acing par RC51. Unle..... ted otherwise, tap anerd shall hays properly at caned strnatnral sheathing and b tam afard sM1a n a properly ecca hoe rigie col nng. Lae ac�anst .hewn ror Permanent lateral resvalnc o e shall have braving in,talled per SCSI sectianz R3. R7 ar R1D. as oppli—I.. 1 TW Building Components Group Inc. (ITWeLG) shall nac be responsible for any deviation from ehiswd ig any failure co build t- truss In conformance wick ANGI/TPI 1, or for h .ling. snipping, installat1 Bing or tree s. Apply Places ca oath rate ar t 11— and position a=ashawn abeye and an the Taint a De tells. unless noted oehe rwise. Refer to drawings 1GDA-I far stondwrd place posltl ens. A seal on th i. seat.,cceptancerPofessianal engl nears ng t esPanslbilltY s.lely far the sign ,h wn. The eultability and P,e of this design rar any ,rue r. is the rn spans ill l ity or the Rullding Cosigner per ANSI /Trl 1 Sec.). Fnr mn n Information sc , tThl suj ab's . ,tw gene rel m s nano; ITW-nfn: ww ncn•rnm; TPI: www.trinsc.aM; WT Ln: www. hcinmrecry,cnm: Irr.: www.�===are.arg ` /` !'� N •� 4` : ; � SF •. 'y r,8 No.22839 j TE OF °; r�Q , • ' '�F ' .... R10 Ss�ONALE fu+walm TIC LL 30.0 PSF TIC D L 1 5.0 PSF BC DL 10.0 PSF BC L L 0.0 PSF TOT. LD. 55.0 PSF REF R408 - - 91154 DATE 08/1 2/ 1 4 DRW HCUSR408 '14224'I91 HC - ENG KD/WPF SEQN- 271430 DU R . FAC . 1.25 FROM CH SPAC I NG 24. 0" JREF- 1 V8V408_Z1 O THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR %.0,10-/rrlub:rllA IteaILy nomes,lnc. -rIII In lacer -- Iarpon rIacs rorc rlerce, rL. _ ua) chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located F-tRt chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bearing Leg 2x4 SP_#3_13B: Lumber grades designated with 11136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# 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. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 (R) \\\ 2X4 = 9-11-4 9-4-0 _k—.j — Ub(K) III L-2-0-0-IJ rz 15-4-0 Over 2 Supports R=1071 U=173 W=8" R=847 U=253 W=311 RL=283/-139 7-40 5 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. mt QTY:5 FL/-/5/-/-/R/- Scale=.3125"/Ft. "WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI `P _,y, ./�j �q4 TIC LL 30.0 PSF REF R408 — — 91155 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. _VN_r2 Trpeeaw ra"plra .t ama ear. ,n lobo toting. M1entlling, eM1lpp mg, Insculling and brucing. Rufvr to and o TIC DL 1 5.0 PSF DATE 08/1 2/1 4 follow the lotest edl elan of SCSI (Building Component Safety Information, by TPI and WiCA) for svfaey prvcclaes prior to performing these funetiane. Instullerz sM1vll provitle temporary brucing per SCSI. No. 22839 Dnless noted atnerrlse, tap chord shall have praperlY nt aehetl strOataral :beaching and bottom chard BC DL 1 0.0 PSF DRW HeusRaos iazzai sz shall nave a properly ac cached rigid telling. Locationets .h for permvnent Ivicerel re scralnc or webs a shall ha bracing Ins tolled par SCSI svctlonz B], 87 br DID. as appllcahle. , ALPINE ITW Building Campanents Group Ina. eITWBDG, sM1all hat be responsible far any deyiatlah lram this desl TE OF ;' Q BC LL 0.0 PSF H C - ENG KD/WPF any follury to build cbe truss in conformance rItM1 ANSI /iPl 1. ar for handling, snipping. Inscallaclan b bracing a! trnz s. Apply places to each face ar [ruse and position as shaven abate and ah t e Jalnt A•.,,ZR p : TOT. LD. 55.0 PSF SEQN- 271431 Oetallz, unlaszznoted acnerwisa. Re far to arings 160A-Z for s wndord place positions. A seal on cols Is , 0 rt� awihO ar aaaer pvgv listing tole drawing.d�ndleates actaptanao of pralesslanal en9lneering �sS/pNAI ti OUR. FAC . 1.25 FROM CH l Building Components Group Inc. -p—lblllty solely far cne design eharn. The eu.camacy and e a deslgh far any s raecare Is Orlando FL 32837 the respo^scbllley of eon Ruildingt-osignar per ANSI/Tpl 1 Sac.l.usForfmo asinlormacion sea. tThls J. gene rel n c s page; ITW-OCG: rwr i hc..cnm; TPI: wrr n.p lnst.ar0: WTGA: rr... sbc lndustry.com; FLCOA#0278 Iff.: www,leesela.arg 08/12/2014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (b//b-/Phoenix Realty Homes,lnc. -hill in later -- larpon Flats Fort Fierce, Top chord 2x4 SP_#1_Dense _13B :T2 2x4 SP_#2_Dense_13B: Bot chord 2x4 SP_#1_Dense _13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 5X6 �ftly �I.+♦ ♦/ FL _ t'I ) Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 7.00 TC- From 94 plf at 7.00 to 94 plf at 9.00 TC- From 94 plf at 9.00 to 94 pif at 18.00 BC- From 4 pif at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 8.96 BC- From 20 pif at 8.96 to 20 pif at 16.00 BC- From 4 plf at 16.00 to 4 pif at 18.00 TC- 516.60 lb Conc. Load at 7.04, 8.96 BC- 741.52 lb Conc. Load at 7.04, 8.96 5X6 s Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. �2-0-0J L2-0-0 I_ 7-0-0 _I_ 2-0-0 _I, 7-0-0 _I 16-0-0 Over 2 Supports R=2347 U=1084 W=8" R=2347 U=1084 W=B" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13,01. mr QTY:1 FL/-/5/-/-/R/- Scale=.37511/Ft. "WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI ' "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. J \P `•\G� TC LL 30.0 PSF REF R408 - - 91156 Tru us ruqulry axl um uvry In rvbrlcating, handling• shipping. Instu111ng and bracing. Rofvr <v and v; ' v V� • TC DL 1 5.0 PSF DATE 08/ 1 2 / 1 4 fvllows<he locos[ etl i[lon of SCSI (Building Component Safety Information, by TPI and WTCA) for safety 'f. practices prior co performing these functions. Installers shall provide temporary bracing per SCSI. No. 22839 y6R unless noted atherwia tap :herd shall have properly at ached strvetaral sheathing and bottom chard BC DL 10.0 PSF DRW HeusRaoa iazzazos shall hove a properly vttached rig ld ceiling. L. ions` shown far permanent lateral res[rvinY of webs 4 shell have bracing installed per SCSI sections B3. BT or B1O, os opplicvble. • nC ALP I NE ITN Building Campanents Gravp Inc. (ITWBCG) shall not be res-p ibl. far any deviatlan from this de=i ` TE OF ; Q J BC LL 0.0 PSF H C - ENG KD/WPF any failure tv build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installaclon b bracing of true s. AP ly Places each fate of tray, and peitivn - ,haw. ahaae and on the Joint �'p •..4 p TOT. LD. 55.0 PSF SEQN- 271439 Oetalls, unlesssnoted otherwise. Refer to drawings 16DA-I far s andard place positions. A seal on this IC . O ��• \ awing ar taxer Pege listing this drawing. indicate, aeceptanee`af professional en9lneering ASS/pNAI ti DUR . FAC . 1.25 FROM CH IT Building Components Group Inc. espan�ibnity solely far the deign 1-1. The suitabeity and " a of this design far any 5 reset re la the responsibility of the Building Design per ANSI/Tpl 1 Boc.1, sF or mo a informatl on sec, `ThisuJvb's Orlando FL 32837 general nnme page: ITW_BCG: www.I ewheg.eam: TPI:tpinst.arg: WTGA: w„w.shelndetry.eamo FLCOA#0278 ICC: www.iecsare.arg 08/12/2014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kU//J-/f"IIU CIIIh'... LEI IUn-,I - Itl LCI -- -IJUII fltll� fU1L f"ICI LC, fL - -) Top chord 2x4 SP_#2_ Dense _13B :T1 2x4 SP_#1_Dense_13B: Special loads Bot chord 2x4 SP_#1_ Dense _13B ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Webs 2x4 SP_#3_13B TC- From 94 plf at -2.00 to 94 plf at 7.00 :Rt Slider 2x4 SP_#3_13B: BLOCK LENGTH = 1.500' TC- From 94 plf at 7.00 to 94 plf at 9.00 TC- From 94 plf at 9.00 to 94 plf at 15.08 Lumber grades designated with "13B11 use design values approved BC- From 4 plf at -2.00 to 4 plf at 0.00 1/30/2013 by ALSC BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 9.00 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 9.00 to 20 plf at 15.08 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, TC- 516.60 lb Conc. Load at 7.04, 8.91 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 741.52 lb Conc. Load at 7.04, 9.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4X6 L�--2-0-0J 5X6 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-9-11 _T_ +9-4-0 J/tUki- ) III I. 7-0-0 J- 2-0-0 _I_ 6-1-0 ,I 15-1-0 Over 2 Supports 'I R=2252 U=1042 W=8" R=2147 U=986 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. QTY:1 FL/-/5/-/-/R/- Scale=.37511/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. •\(� E N p' •��� TC LL 30.0 PSF REF R408 - - 91157 Tra,aa, regal.. aarama earn In fabrlcaU.. handling. shlpping, InsWlling and bracing. Rarer to a � v V VF ''•? Se. TC DL 15.0 PSF DATE 0 8/1 2/ 1 4 ran aw the lace,t mlclan oP aC , (Bari elhg companenc sa racy Inrprmacian. by TPI ana wrcA) rar ,.racy n prvctices prior to performing these .unctions. Ins[aller, ,boll provide cemparvey brocing per I. No. 22639 Dnles, noted a[herwlse. tap .hard shall M1ave PraperlY a< .abed ,trac<nral ,heathing ....... tam 'hare BC D L 10.0 PSF DRW HcusRaoa iazzazi o shall have a properly v[Coched rigid telling. LacaClvnstshawn ror permvnent Ivteral retrain[ of webs . Q shell have bracing installed par SCSI sections B3. BT or BID. vs nppl -b - • nC ALP I NE ITW Building Campanencs Grasp lna. (ITWBCG) ,hall net be responsible rar any devlau an tram thl, de,l ` TE OF tr BC L L 0.0 PSF H C - ENG KD/WPF any failure co build the truss In conformance with ANSI/TPI 1, or rvr handling, shipping. InstallaYlon b bracing ar vussn,. Apply places <a eaah r e a1 truss ana pa,ition as shown abase and an the Jalht �p .,. < O ; ` TOT. LD . 55.0 PSF SEQN - 271440 Oeteils, unless noted otherwise. Rarer co awing, 1GOA-1 rar , andard place pasi[Ivns-. A seal vn thls I:t 0 R'✓• Ing a� .aver page ll,ting <hl, drawing,dindlaate, aateptanae oP prafesslonal engineering ass%ANAL OUR . FAC . 1.25 FROM CH IT Building Components Group Inc. espan,ibl rlty ,olely rar the deign sha..n. The --bi l icy ana „ a ar ahl, deslgr, rar any :<ruoture i, me re,pan,ini my aP cha Ra' d g na,lgnar per ANSI/TPI 1 See.z. sFnr ... a i-rmativn ,ee: Thl: Jah•, Orlando FL 32837 general n e page; ITw_Rrc: www.iewbag,I.- TPI: www.tpin t-g; W CA:ww.,balndn,try.cam; FLCOA40278 ICC: www.�=<,afa.arg 08/12/2014 SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. \Cl//J-/rflV Cll1X Really rlutrteS, Inc. -ri l l IF1 lacer -- tarpon rIaLt. rorL rlerce, rL - r4) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense _13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss checked for 200# 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. �---2-0-0�,J 8-0-0 L_ R=1098 U=404 W=8" RL=260/-260 6X6(R1) 0 2-0-0—>J _I, 8-0-0 ,I 16-0-0 Over 2 Supports R=1098 U=404 W=8" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01. l QTY:3 FL/-/5/-/-/R/- Scale=.375"/Ft. WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. `� � NS'� •qI�Q� TIC LL 30.0 PSF REF R408 — — 91158 Tr a as ragalra a. ° ° a ra In rahriaa<ing, handling, shipping, installing and bracing. Ra far ca and v • v F ' TIC DL 1 5.0 PSF DATE 08 /1 2 / 1 4 foI low <M1a la[eai ea I[ion of BLsI (Rulltling Compan.- Safety Information, by TPI and WrCA) for safety $ Proc<Ices prior to perform) ng those func[ions. Inscvllera shall praviee temporary bracing per RLRI. No. 22939 {yjC Unless not a otherwise, [op chord shall hove properly oc vched s<ruciurot shea<hing and bottom chortl BC DL 10.0 PSF DRW HCUSR408 14224201 shall have ° properly ° ocM1etl rigid ceiling. Laco[iwns`shawn for permanent lateral rest rat nc of webs JL shell M1ave bracing Inatvllea per RCSI sections R3, 87 or B10, as opplicvble. \ • i[ ALPINE ITN Building Components Group Inc. (ITWBCG) shall not be re spansible far any d—i-Ian tram <hia Beal TE CIF ;' Q BC LL 0.0 PSF H C - ENG KD/WPF any failure ca hullo the cross in conformance with ANSI/TPI 1, or for handling. shipping. inscalla<lon 6 bracing of Vus s. APPIY plates <a each fade of trpaa and paaitian as ahawn ahaae and an the paint �'OA .•. < p O TOT. LID. 5 5.0 PSF S EQN - 271432 Oe calls. unlesssnoted oche rwise. Refer to drawings 16DA-2 for a antlare place posit) ons. A seal on this I. O fl�• drawing ar aaaer Page lia<Ing this droving. intlicatea accePtance`of prafesalanal engineering ass%pNAI DUR . FAC . 1 .25 FROM CH IT Building Components Group Inc, cape. ihili<y aalely rar the aealg0 ahawn. The aai<ahllity and a ar this eeeign far any a root re is Orlando FL 32837 <hn ro sp°nosih n icy ar the Building tDos ignar par ANSI/TpI 1 Scr.. ].usFnr m c Isnforma<1 on sae: `Tb Jab's _ FLCOA#0278 gennfal n < e rand: ITw-nrr.: www I hag.aam: TPI: www.cpmat.nrg; Wrrn: www halnaaacry.aam; ,GC: Q$/12/2014 www.iccsafe.arg SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ku— - lunnIA Rue Iuy nullles,lnc. -rill in lacer -- iarpon riacs rorc Tierce, t-L - ts) chord 2x4 SP_#2_Dense_13B :T2 2x4 SP_#1_Dense_13B: 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located FRt chord 2x4 SP_#2_Dense _13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TICDL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 Slider 2x4 SP_#3_13B: BLOCK LENGTH = 1.500' Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. IMWFRS loads based on trusses located at least 7.50 ft. from roof edge. L2-0-0—>J PLT TYP. Wave\R ALPINE IT Building components Group Inc. Orlando FL, 32837 FL COA #0 278 R=1068 U=395 W=8" RL=201/-212 6X6(R1) 4, Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 0-9-11 _F 9-4-0 i) III _I. 7-1-0 _I 15-1-0 Over 2 Supports R=834 U=297 Design Crit: FBC201ORes/TPI-2007(STD) FT/RT=20%B(O%)/10(0) 13.01. "WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 1 Trusses re qulru by ru.. .. u in rabrlcating, M1anJling. sh 1pping. .....11ing and bract ng. Rotor to anJ follow the lore nt etllcion ofrBC51 (Building Component Safety Informoclon. by TPI ord WTCA) for sa roty practices prior to performing tM1ese functions. Instal tors .Hall provide temporary brocing per BCSI. Unless n tetl otherrl se, cop chord shall hove property --.—.1 sheothing and bottom chord hall h o properly a acM1ed rigid telling. Loc otionss ruparmon loterol rest Taint of re shall have brocing installed per BCSI sections B3. B] or 810vnosooppllcoble. hs ' ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any devlation from thls dell any (allure to build [he truss in conformance with AN51/TPI 1. or for and use handling, shipping, Instal lotion acing o trussa Apply places to each tote of cr position a sh... above and a the Jalnt Details, un lessnated atherrlse. Ra ror to drawingss IGOA-2 for n era plat. positions, nA seal on this draring or ..... page listing this drawing, indicates accept-otot pro resslonal engineering r osponsibllI solely for the design shown. The s0 -:1 ity and use of tM1 design for any st... t.r. is espon51611icr of thn Ruilding 0-9—per ANSI/TPI 1 1-1, For m o Inform.Clon sea: This Jab gonornl n s pngn; ITW-nCG: -.l twbcg.o.m; TPI: wrw. tpinst.org; WTf.A: rww.sbcindus[ry.com; Iff.; rrr. cc a e.org TXW QTY:4 FL/-/5/-/-/R/- «•• • ••:. / �f\GEA1S'F/ji°off TC LL 30.0 PSF TIC DL 15.0 PSF N0.22839 °; BC DL 10.0 PSF : it O•F 'Q TOR BC LL 0.0 PSFE 0t' •. TOT.LD. 55.0 PSF DUR. FAC. 1.25 /pl�Elfi' 8 12 2 14 SPACING 24.0" Scale=.375"/Ft. REF R408-- 91159 DATE 08/12/14 DRW HCUSR408 14224193 HC-ENG KD/WPF SEQN- 271433 FROM CH JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kur7o-7rnurnix nutiiLy numes,Inc. -rill In lacer -- iarpon rlacs rorc rlerce, rL. - tv) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense_13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_13B: Wind loads and reactions based on MWFRS with additional C&C member Lumber grades designated with "13B" use design values approved design. 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase Truss checked for 200# movable concentrated load along Bottom Chord, factor for dead load is 1.50. nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. L<-2-0-0�,J 4XI; = 3X4 = 2X4 (R) III 6-8-8 3X6(R) III 3-10-15 2X4 = 9-11-4 +9-4-0 I I=- 15-4-0 Over 2 Supports R=1074 U=371 W=8" R=851 U=345 W=3" RL=252/-99 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20°/B(0°/B)/10(0) 13.01.0 QTY:2 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI A �jt�44� TC LL 30.0 PSF REF R408 - - 91160 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. `i� E �j .,rA. Tru.... rayolru u ru.. car; in fabricating, hunJliny, sM1ipping. il-1 ling ane bracing. Rafar to unJ v ��� -%f� °,� TIC DL 15.0 PSF DATE 0 8 / 1 2/ 1 4 r;llaw the latest edition of BCSI (Building Component 5orety Information, by TPI one WTCA) ror sarecy p rocticev Prior t; perrar.I- chase r..."ns. Instol lers h.hd1 provide [emporary bracing per BCSI. NO. 22839 Bnless natal otherwise, tap cM1ord sM1oll b;vv Properly et aaM1ee str;at;cal eheathing and b.ttem ;hard BC DL 10.0 PSF DRW t+cusltaoe iazzai sa sM1oll M1ova a properly accatnee rigitl telling. Laca[ians`shown for parmanan[ iota cal res[rolnc of webs : 1 .h... h. br.cl ng Ins[olled per BCSI eecti;ns B3. B7 ar B10. os applicable. i A ALPINE ITW Baileing Components Group Inc. (ITWBCG) s 11 not be re sponsibla far any deviation tram this desl � �� TE OF ;: Q. BC LL 0.0 PSF H C — ENG KD/WPF any railura co bulls the cru ss in con r; mancv with ANSI/TPI 1, or ror handling, snipping, Install;clan bracttrue e. Apply plates to —.1, race of [cuss and position as sham. above and on the Joint . �/ TOT . LD . 5 5 . 0 PSF S EQN - 271434 Oatalls, unlessenatad othe rri— Refer t; dra.ings 160A-2 for standard plate positions. A seal on this O/(tw -.. 4 O R�Q r acing ar cover pogo Iisu ng this drawing. rndicoces accvpwnca or professional engineering (,SS/pNAI DU R . FAC . 1 25 FROM CH I Building Components Group lnrs. ;epansibility sa1.1y mr the design shown. The .0mb Ilty and asa ;r this design ror a.y s r;ee;re Is Orlando FL 32837 m; relp^ns ten illcy ;f ehe Buildingtwnslgnnr p.r ANSI/TPn 1 Svc.). For mn ;. Isneo^muslnn sae: `This J.b's Ben... t " Pege: ITW-RGG: """ ' "`g...m: TPI: ""' nst-9; WTCA:try.SPACING 24. 0 " J REF - 1 V8V408 Z 1 0 FLCOA#0278 IC.f.: www.leeear...rg 08/12/2014 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ncalLy FlUll-,ln0. -rill In lacer -- tarpon rlaCs ror,- rlerce, rL - ta) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense _13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_13B: Wind loads and reactions based on MWFRS with additional C&C member Lumber grades designated with "136" use design values approved design. 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase Truss checked for 200# movable concentrated load along Bottom Chord, factor for dead load is 1.50. nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6 3X4 (R) III 4-10-15 9-11-4 9-4-0 L---2-0-0�,J 3X6 (R) III I_ 10-4-0 _I_ 4-8-8 _I IE 15-4-0 Over 2 Supports R=1074 U=355 W=8" R=851 U=359 W=3" RL=301/-110 Design Crit: FBC201ORes/TPI-2007(STD)ir 91161 "IMPORTANT" FURNISH THIS PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01.0 ' QTY:2 FL/-/5/-/-/R/- Scale=.375"/Ft. -WARN ING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI TC L L 30.0 PSF REF R408 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR i,b//b-/Phoenix Realty Nomes,lnc. -Fill in later -- larpon Flats Fort Pierce. FL Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_#3_13B :Rt Bearing Leg 2x4 SP_#3_136: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 5X6 2X4 (R) III b1mil i1.1 2X4 - 9-11-4 9-4-0 "'^' — 3X6 (R) III L-EE2-0-0>J 1_ 12-4-0 _I 2-8-8 ,I 15-4-0 Over 2 Supports R=1092 U=201 W=8" R=920 U=278 W=3" RL=233/-121 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01.QTY:2 FL/-/5/-/-/R/- Scale=.3125"/Ft. "WARNING" READ AND FOLLOW ALL NOTESON THIS SHEETI-\G S 4 TIC LL 30.0 PSF REF R408 - - 91162 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. ` G r(f-/f' Trusses ..qw rn ux<r... corn h" fubflca<Ing, hanJl.ng, s11...... .halal. mg and bracing. R,<a and • V G F • TIC DL 15.0 PSF DATE 08/ 1 2/ 1 4 r.11.w the lace'[ e0I[1 on of SCSI (Bulltling Campanenc Safety tion, by TPI one WTCA) r.r Informas.fecy p... tices prior co performing these funcci.:'. 1".c I.1,t ' shall provide temporary brut log per BCSI. No. 22839 Unless nocetl otherwise. tap __ .boll hove properly a[ v— sVuctu1., sheoching and bottom .hard BC DL 10.0 PSF DRW HcusRaos iazzaiss .boll „eve . p...... y .ct.c fig.d ceiling. L.cacionscsh— for permvnenc ..carol re scr.int of webs � 1 .boll nave bracing inscallatl par 8-1 sect.... -, BJ or BIC. ns opplicvble. i X ALPINE ITW Building C.mp.nents Gr.,,p Ina. n TwecG) sh.11 not be e.p...ible far ."y devl.ti.n rr.m thl. TE O F °/� BC LL 0.0 PSF H IC - ENG KD /WPF any rallura co build the truss in canrarmance w cl, ANSI/TPIr1, or r.I h.nd.ing. .Hipp. ng. .nscallaclon '. �\ bracing of cr.. s. Apply plate= t. each rase or c a...ntl p..ici.n ...„awn .S.— .nd an t„e J.In< � . •4 0 TOT. LD. 55. 0 PSF SEQN— 271436 Details, un'1_ noted otherwise. Refer <o .wingsrl60A-2 Par standard plat. p.sl<lons. A seal on this /(� ' • 0 Rl \ I7ftilding Com ..ants Grou MC. .ng .rcoverpage.ist.:edeiedra.W^,dindi cate. acceptance o'epro(fCssi.n.l engineeri hO ruc< feis P P desp.nsibility solely far [ sago s The sul[abilicy antl u his deign for any , `ASS/pNA� DU R . FAC . 1.25 FROM CH Orlando FL 32837 M1e rclp^nschillrY of chn Build�ngrMnsiDnnr pnr BNS� TPI 1 Snc.J. Fnr mn . Inrormvtl nn eaa. tThlsu.i.h s FL do F , 278 gn.nr. c.. noon: ITw-nr.G: ww b.R•c.m: rrl: w atop ln'c..rg; wrr.A: www..nnim.,.<ry...m: I CC: www..d..af...rg 8/12 2 14 SPAC I NG 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPDTFR INPIIT lInADS A DIMFNSInNSI SIIRMITTFD RY TRIISS MFR (b//b-/Phoenix Realty Homes,lnc. -Fill in later -- Tarpon Flats Fort Pierce, FL E7) Top chord 2x4 SP_#2_Dense_13B :T3 2x6 SP_#2_13B: 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP_#2_Dense _13B within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 SP_#3_13B wind BC DL=5.0 psf. GCpi(+/-)=0.18 :Rt Bearing Leg 2x4 SP_#3_136: Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edoe. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4X6 3X6(R) III 2X4 9-1-4 — 9-44-0 a A-r kn 1 / = 3X6 (R) III L<E2-0-0�J R=1071 U=182 W=8" RL=266/-132 14-4-0 15-4-0 Over 2 Supports 8- R=848 U=261 W=3" 6-101-15 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01.0 °p'� QTY:2 FL/-/5/-/-/R/- Scale=.312511/Ft. ••WARNING " READ AND FOLLOW ALL NOTES ON THIiNG STALL ......... 8F/�/ji4o TC LL 30.0 PSF REF R4 08 - - 91163 "IMPORTANT" FURNISH THIS OESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusaee regnlr.. ,ntr,me care �n tabu wtlny. hanJliny. shlppl,,g, installing anJ bracing. Rcror t, a,d TC D L 15.0 PSF DATE 08/1 2 /1 4 follow tha latest adi cion or SCSI (Building Component Safe cy Inr,rmaci,,. by TPI ono WTCA) for safe ey proc[ tea prior co performing chase functions. InatalI— shall provide ceniparary b cm, per BCSi. No. 22839 - Unless noted otherwise, cop chord shall I,— properly a[taehed atru,taral ahea11-9 ..cm, bottom chard BC DL 10.0 PSF DRW HCUSR408 14224197 shall have a properly act 1,2' rigid ceiling. Locations shown for permanan[ lo[eral res[ralnt or webs' : 1 ,hall have bracing natal per BCS1 ,eetla„ H, Br ar B10. os applicable. x BC LL 0.0 PSF HC — ENG KD/WPF ALP I NE ITw Bbilding Campa,ent, Group Inc. (ITwBGG> ,hall not be re,pan,ible a„y devlaclan from thl, TE OF ;' Q any !allure to build the cru ss in conformance wl. ANs,/TPI 1, or far handlin,, shipping. ,[allatlon acln, a! tra, ,. Apply platen to each race ar t ,,, and pasitian a, ,haw„ above and a„ [he Jaln, �.• • TOT. LD. 55.0 PSF SEQN- 271437 Decal!,, unles oted otherwi Rarer to drawingsr 16DA-2 for s andard place positions. A seal on [hid /IiA •. O R�O .•• \ I Building Coml onents Group Inc. drawl,, or covarnpage liscingycdhl, drawlµ,, indicateacceptance[,! profess ianal engineering t • •.•.• a a P esponsibllicy solely far the esl,n ,ho The ......ility and ,e ar thl, de,i,n !ar any ,roe re �sS/pNALE DUR. FAC. 1.25 FROM CH ch, r„passim ucy of chn Roildi ng n„iBn,r p,r ANSI/TPI 1 S,c.).0 Fnr an , inlnrmacien „.. t7hl,rj,b's O7landoFL 32837 sane wl a ra„ ITw-err.: www.lrwh,g.rnm, rrl: w...... w [p wrrn: FL COA #0278 Gt:rwwwsara.o , 8 12 2014 SPAC I NG 24. 0" JREF- 1 V8V408_Z10 THIS nwr. PRFPAPFII FPnAI rnMPI1TFP INPIIT nnene E nlurmN lnNc% cii—i—ri CV TGdlec lino (b//5-/Phoenix Realty Homes,lnc. -Fill in later -- Tarpon Flats Fort Pierce, FL,- CJ1) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_Dense_13B anywhere in roof, RISK CAT 11, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non -concurrent live load. design. Deflection meets L/240 live and L/180 total load. Creep increase Provide ( 2 ) 16d common nails(0.162rrx3.5rr), toe nailed at Top chord, factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162rrx3.5rr), toe nailed at Bot chord. 6 F 2X4(A1) R=-148 Rw=112 U=168 9-10-11 0-1 -3 +9-4-0 R=-52 Rw=48 U=60 �-2-0-0-1 1-0-0 qy r 3 S pports R=503 U=252 W=8rr RL=72/-60 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13. 01 . 05oOMPIN14.QTY:26 FL/—/5/—/—/R/— Scale=.511/Ft. ••WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEET! 44 TC L L 3 0.0 PSF REF R4 0 8 — — 91164 "IMPORTANT" FURNISH T1115 DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. _S T rus,as require crt r,:me ... in fabr n.atiny, hanJliny, shrppiny, instnllrny and br crny. Ra fa......... to and V � i% fallow the latest adltran ofrBGSI (Bn a ding Gampanent safety Information. by LEI andaMCA) fnr zafe[y � TIC D L 15.0 PSF DATE 08 / 1 2 / 1 4 p racticas prior to performing chase functions. Installers shall pr 110 temparpry b acing par BC51. No• 22839 Nnle„ oared otherwise, top shard shall lane properly at ached ,tr atural Sheathing a, am shard V J 1. BC DL 10.0 PSF DRW HeusRaos 14224198 shall hove a properly at[oched rigie tail iug. Loco[ian st sl,awn fa r11permanent loterol rescrol„c of webs 1 ,hall hove bracing Installed per BCGI section, B3. BT ar BID. a, applicable. r 1( ALP I NE ITw Bailding Gampanent, Gronp Ina. (ITwBGG) ,hall not be reapanslble far any deylatian frma this de,l °. TE aF / BC L L 0.0 PSF H C — ENG KD/WPF any failure to build the truss in conformance with AN51/TPI 1, ar fur handling. shipping, Installation �• v� b racing of trn, es. APPIY plate, to ea h faae of trn„ and posit:.. a, ,hewn aba„e and an the paint O ,•••C O.• TOT. LID. 55.0 PSF SEQN— 270725 Oecalla, unlassynoced o[her*PI"t Re Pert to awing, 150A-2 for s ndard place positlan,. A seal an this d rowing or cover page listing this draning,d indicates accep Lance cof pro fe,slonal engineering �� • 0 �• IT Building Components Groupinc. espan,ibility solely far the design ,„awn. The ,pltabillty and a of t„,, design far any ,rant re i, sS/�AiA4Ee�' DUR. FAC. 1.25 FROM CH Orlando FL 32837 ma ra,pnn,lnn icy nr ehn Rn udwngtwn,ignar pnr nNsY/Trl 1 sn .v. sfar m rn ynrnrmatinn ,a . tThlsa,ian , gent al ., pane ITw-RGf: .,. .I hag.ram, Ti'l: w cpin,t.nrg; MCA:wow. mlotlu, .ry.aam, FLCOA#0278 IGG;...==,af=•ag SPACING 24.0" JREF— 1V8V408_Z1O THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. %U — uy i,V II,Cb, 1I1G. —ri l l IF] lacer -- tarpon r 1aLS rorL I'lerce, rL — WSJ Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 21.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_Dense_13B anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with 11138" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=76 U=57 22-2-11 1-10-3 R=45 Rw=57 U=23 20-8-0 �2-0-0----J Ij-0-0 Over 3 Support�f R=443 U=214 W=8" 1 RL=154/-68 Design Crit: FBC2010Res/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01.0 ' QTY:24 FL/-/5/-/-/R/- Scale=.5"/Ft. ALPINE I 7BuildingComonanMGrouInc.page�ali°rin P P Orlando FL 32837 FLCOA#0278 '•WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. T ruaeua ruyuiru ar Lruniu uure ,n fabriuutiny. i,unJl Ins nu ....... my, .niPn�ng, Lulllny u Rufur t an° folv° low cne Inceac Iti or, of nL51 (Duila ing Component Sa fvty Infa rmatlan, by TPI on°15TCp) for so fa cy p roctieea prior co parforming cM1eze functions. Inetullvrs stroll provl°e temporory b acing per RDSI. Unless note° ocnvrwlse. taP chard snail l,uve praperlY at aal,e° sv„atnral ,neatning a ° nattam °Hero Hall have ° praparly °c[acl,ee rigid ceiling. Locat ianxt shown far pvrmnnent late rnl rest rain[ of webs ,Hall nave brocin9 InstalleC per DG51 eeetian, n°. RT ar n,D. a, aaali°able. ITW Bull°In9 Components Group Inc. (ITWRLG) snail rmt be raspanslble for any a viacion tram cM1ls °esl Illy rallury co bull° the truss In conformance wi cn AN51/TPI t, or for M1ana,ing. pp,Inscallaclon e nn° an tM1e �alnt acing °r erne s. pPPIY plates to eaeM1 face ar trn„ and na,ltlan a° strewn abovion De Calls. unless'no[e° °[nerwi Refer co °awings I6Op-2 for t s ru plate posits. A seal aptancentlnfprorehsionual ^.°Ica(ecca s°IeIfar— ra sponsibilltY Y far a gn ne sm s ow Tabi11 CY an s° of is esign rar any s rut re Is the rnspnnsfbi a cv ar tan R,n lev gt-e�inner rar pN51/TPI , Ear .... In`n^masinn son: trnlsuJ an•s Dann rnl n Irr.: ww..lc s Pa°e: ITW-nf.D: ww ., ncg.c„m; TPI: www.tn,nzt.nrg: wT Gp:.ww �asare.arg �{,49` ��� f�•YA- No. 22839 r TE V F ' Ll .. � Q O ,. ; •' � AL TIC L L 30.0 PSF TIC D L 1 5.0 PSF BC DL 10.0 PSF BC L L 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 91165 DATE 08 /1 2/1 4 DRW HCUSR408 lessens HC - ENG KD/WPF SEQN- 270728 DUR. FAC. 1.25 FROM CH SPACING 2 4.0 " J R EF - 1 V8V4 08 Z 1 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k-1 - I-11 11A Really/ nIJUIV�,lf10. —rill In IaLer -- Iarpon rlaLs rar-_ rlerCe, rL — (.JSHf Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_Dense_13B anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. I Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. PLT TYP. Wave\R ALPINE I Building Components Group Inc. Orlando FL, 32837 FL COA #0 278 R=119 U=89 22-2-11 1-1 -3 R=56 U=17 20-8-0 2X4(Al ) _ -0-0 Over 3 Support R=179 U=58 W=12" RL=93 .Design Crit: FBC201ORes/TPI-2007(STD) FT/RT=20%(O%)/10(0) 13.01. •'WARNING•` READ AND FOLLOW ALL NOTES ON THIS SHEETI "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses requ,re a.trume care in fan. ,c...... M1..11-g, sh, pp,ng, ,nscalling an. Lracing. Ra fer to onJ rollow the latent edl clon of SCSI (Building Component Safety In for mac ion, by TPan I d WTCA) for sa fecy procci... prior ca perrorming t esa functions. Installers shall provide cemporory bracing per SCSI. Unless noted otherwise, cop chard shall have properly ac chetl scr ccu ral sheo111h. and bottom chore shall have o properly a ached rigid cell(ng. Lacot Ions[ shown roraparmanenc laceroI restrwint or webs shall h.- bracing Installed per SCSI sections B]. Bl or BID, os applicable. ITW Building Campanencs Group Inc. (ITWBGG) shall not be responsible for any deviation rrom thls desl any failure co build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation acing of crus- s. Apply places to each face of truss and paaicion as shown above and an the Joint Details. unlesssnated otM1erwlse. Rerer to drawings 1BDA-2 for s andard plate posltiens. A seal on this awl ng or cov r page listing tho. drawing. Indicates acceptanceto1 praresslanel engineering Jasponsibil icy solely far [he design shown. The su ltabill<y one use or this design ror any s ructu re Is espons lhll lty nr cho Rvildinq nnslgnnr I,— ANSI/TPI 1 Sec.]. For mn a Information see: [This Jab s genarel n s Page: ITW-nCG: TPI: wow. p st nrg; WTCA: www.sncintlustry.com; IDC: www.icc a a.erg " QTY:1 FL/-/5/-/-/R/- °4 ��G SF •. /ji TIC LL 30.0 PSF TIC DL 15.0 PSF No.22839 BC DL 10.0 PSF TE OBC LL 0.0 PSF 4OR1TOT.LD. 55.0 PSF >"F: DUR. FAC. 1.25 S//OVAL nuns/�nl SPACING 24.0" Scale=.511/Ft. REF R408-- 91166 DATE 08/12/14 DRW HCUSR408 14224180 HC-ENG KD/WPF SEQN- 270791 FROM CH JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kt,,, - ncal uy nom—, lrlc. -rill In lacer -- tarpon rIacs rorc r1erce, rL - LJdf5) Top chord 2x4 SP #2 Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_Dense_13B anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC :Lt Slider 2x4 SP_#3_13B: BLOCK LENGTH = 1.500' DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13B" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. * SUB -FASCIA BEAM AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. R=95 U=60 6 3 X 4 10-10-11 1-1 -3 0-9 11 -o-9-4-0 R=118 U=183X8(E5) III RL=49 R=41 U=4 2- -0 Over 3 Supp M is Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2010Res/TPI-2007(STD) 91167 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01.0 ' QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI • �j,44G TIC LL 30.0 PSF REF R4 08 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kuiru-/rnuerllx meal Ly nomes, lnc. -rill In later -- tarpon flats tort vIerce Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP #2 Dense 13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3,5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. tL — GJb) 170 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 � 2-0-0 1 5-0-0 Over 3 Supports R=526 U=238 W=8" RL=221/-75 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=180 U=134 23-2-11 2-10-3 R=89 U=15 20-8-0 Design Crit: FBC201ORes/TPI-2007(STD) Jr 91168 "IMPORTANT" FDRNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING 270731 PLT TYP. Wave\R FT/RT=20°/R(0%)/10(0) 13.01.0 ' QTY:23 FL/-/5/-/-/R/- Scale=.5"/Ft. -WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! A - • TC LL 30.0 PSF REF R408 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. �O//J-/rF10ef11X realty nomes,lnc. -rill In later -- larpon 1-lats tort Ylerce, tL - GJbA) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_Dense_13B anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC :Lt Slider 2x4 SP_#3_13B: BLOCK LENGTH = 1.500' DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. * SUB -FASCIA BEAM AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. R=232 U=473X8(E5) RL=98/-22 4-1-0 Over 3 Supports R=180 U=105 R=81 U=12 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-10-3 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.01. "WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI -IMPORTANT- FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses .uqui re fttremu cure In fabricuting, handling, shipping. Ins lulling .nd bracing. Refer e. follow tM1e latest atl ltlon of BCSI (H.ildl ng C. panne Safety Inrormacion, by TPI and WTCA) for safetyan pr.eti... prior co performing chase R notions. Installers shall p—id. tempo.. ry bracing per BCSI. Unless na tetl .[M1erwise, top chard s 11 hove prap.rly ac eM1etl ..I ... I sM1e.[M1ing .ntl bottom ch. rtl - 11 h.ve a properly a shed rigid calling. Loc.ci.ne shown r.r pe rm.nen[ lateral restraint of web snail hove bracing installed per BCSI sacclons B3. BT or 810. as .ppi —b — ALPI NE ITW Building L.mp...ncs Group Inc. (ITWBGG) shall not be r..p.nslbl. for any d.vlatian from this da any failure co build the truss In conformance wi eh ANSI/ PI 1, or for h ndling, shipping, installee ion bracing .f crus as. Apply plat.. c. each face .r truss antl position asa shown above and an the Joint O.tails. unlesssnoced oche wino. Refer co .awing. 1..A-I for st nd.rd pinta positions. A seal on chi drawing .r cover page listing this drawing, dindica<as acceptance of Pra ressi.nal engineering I Building Components Group Increspan.lb a Ity ..1.1y for th. de.ign ,pawn. Th..nit.bllicy a"d n.e .r chin d..Ign rar any . root re 1. th. raspon.Ibillcy "f cha Building nasign.r pnr ANSI RPI 1 See.1. Far .... Infarmatlon s..: tThlsuJ ob's Orlando FL 32837 general nuts page: ITW-nf.G: www.itwhcg.c. ; TPI: www.cp ins[.nrg; WTCA: ..shcindus y.c.m: FL COA #0 278 rr.: w ice.. r..arg Ia I100 QTY:1 FL/-/5/-/-/R/- ,� .I%o N0.22839 * TE aF ` � r�,e 50� At TICLL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 91169 DATE 08/12/14 D RW HCUSR408 14224212 HC-ENG KD/WPF SEQN- 270788 FROM CH JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. koiiz)-/rnoenlx realty nomes,lnc. -rill In lacer -- larpon Flats Fort Fierce, rL - tJb) Top chord 2x4 SP_#2_Dense _13B 170 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_Dense_13B anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Webs 2x4 SP_#3_136 DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Right end vertical not exposed to wind pressure. MWFRS loads based on trusses located at least 10.97 ft. from roof edge. 2X4 III 3-2-3 3X6 III �2-0-0-- 1 E5-8-0 Over 2 Supports R=558 U=175 W=12" RL=181/-78 R=275 U=128 W=8" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01.0 r QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI " IMPORTANT'• FURNISH TI115 DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. I - '9 TC LL 30.0 PSF REF R408-- 91170 Trusses ruqu, ru u trvmu c ,n fabrlcucrng, hanJlrng. Shipp, ng, ins lolling unJ nracing. R. fvr L...if fallow the latest n/rRC51 rnnilding Camper Safely Inrormaclvn, by TPI d WTCA, Far •� S �P� c�N. �ae� TC DL 15.0 PSF DATE 08/1 2/1 4 eClilan t a safely rvccices yr to t se functions. Instullers sM1vll cempora rynbrocing RCSI. DRW HeusRaoa iazzaiai p prl performing prav,dv per llryless note atM1erwlse, lap �h =M1all h.— properly ai eeM1e ad ur sir aal =haihing a lam " No.22839 A BC DL 10.0 PSF all have a properly accv hed rigid calling. LocvcivnsM1vwn fvrapermonenc lateral rescrvl nt of wen s hall have rvc bl ng Installatl par R°51 sections R3, B] yr B1°, lca vs vpplble. SSS H C - ENG KD/WPF ALPINE ITN Rallding I:ampanents fireaP Ire. (ITNR°°) sM1a11 „at ne Far deviation tram iM1la de •�• BC LL 0.0 PSF e.nanalnle any any fall r to build Cha Cruss in cvnfofmancv wICM1 ANSI /TPlf 1, ar ar ar fPoling. Inacallacion snipping. TE OF � SEQN- 270797 nrarings. nnrlr pl.—to each Fora ar crass and position as ,pawn anaae and ante faint TOT. LID. 55.0 PSF Oecvlls, unless note) otherwlsa. Refer to rvwings lfi°A-Z far st ntlard plate pasi<lans. A seal on this or O�'•• OR � DU R . FAC . 1 .25 FROM CH IT Building ComponentsGroup Inc. Orlando FL, 32837 FLCOA#0278 drawing of cover Paga listing tM1i, tlrawing,tllndlcatas arientanae praresslanal engineering feePansibnits ealely Far the design '"awn. me w tabi niY and a1a ar this aesign ref any 5 fart fe Is can respanemuicy ar chr Rr,nding nrslgraf prf aNsv]PI 1 sera. ref m r inmfmaurn st tThlsuJan•s grnrfal r s Pagr; ITw-nrfi: www.itwnrq.rnm; TPI: ww,..cninsc.nrg; wren: www.:M1r,rm,: Ifl:: www.�==5.re.arg •< �ss , .w••• �� IONAL� rygw� SPACING 24.0 JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kuffo-frllunnlx malty nulnC5,lnu. -rill In lacer -- tarpon rlacs rorc rlerce, rL — CJbA) Top chord 2x4 SP_#2_Dense_13B Special loads Bot chord 2x4 SP_#2_Dense _13B ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Webs 2x4 SP_#3_13B TC- From 94 plf at -2.00 to 94 plf at 5.00 TC- From 94 plf at 5.00 to 94 plf at 5.67 Lumber grades designated with "13B" use design values approved BC- From 4 plf at -2.00 to 4 plf at 0.00 1/30/2013 by ALSC BC- From 20 plf at 0.00 to 20 plf at 5.67 TC- 80.27 lb Conc. Load at 5.00 170 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 90.25 lb Conc. Load at 5.00 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" Right end vertical not exposed to wind pressure. OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. 3 X 4 3X6 III 2-1 12-0-0 1 3X6 III I_ 5-0-0 _I�a 0I 5-8-0 Over 2 Supports R=579 U=335 W=12" R=425 U=203 W=8" Design Crit: FBC201ORes/TPI-2007(STD) 91171 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. ` v ltn PLT TYP. Wave\R FT/RT=20%(0%)/10(0) 13.01.0 r QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. •'WARNING•` READ AND FOLLOW ALL NOTES ON THIS SHEETI qq TC LL 30.0 PSF REF R408 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (b//5-/Phoenix Realty Homes,lnc. -Fill in later -- Iarpon Flats Fort Pierce, FL - EJ7) Top chord 2x4 SP_#2_Dense_13B 170 mph wind, 22.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_Dense_13B anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with 1113B11 use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Provide ( 2 ) 16d common nails(0.162"x3,5"), toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. � 2-0-0 1 *- 7-0-0 Over 3 Supports R=626 U=276 W=8" RL=289/-83 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13. 0 . 011069MA "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI` "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Tres s require uxtr.mu u u In fobr l,:ating. M1anJl ing. 111pping, lnztalling enI bracing, Rorer to a n `PV� CE N v S (ollowstM1e totest etlitlon SCSI IS.iltl ing Component Safe�y Information. by TPI and WTCA) for sarecy Pr'ctices prior to performing chase functions. Installers shall provitle temporary brocing per SCSI. SCSo Unl NO.22$39 wrItle. hall hva properly a erigid cell ing. Locationsshown forparmanent late rol restrol nt b sll hvbr—ing p.SCSI sec[lons B3. B7 or B10. os applicable. ALPI N E ITW Building Components Group Inc. (1TWBCG) shall net be re apansibla far any deviation tram this da ;. /`� any failure to build — truss in conformance with ANSI/TPI 1, or for handling, shipping. Ins[allatlan TB VF 7BuildingCOm bracing of [rus ea. Apply plates to each (ace of [ru ss and pass ciao as shown above and on [he Jolnc 0.[alls, unlesssnoted otM1er.ise. Re t. swings 1fi0A-2 far st ndard plat. pasitlons. A seal on tM1is Q� , O awing oristing [his arawing.dina i.aee� acceptnce o profe ssiglnagratter r..ponslblllty ' R%Q. w,a FSS�pNAI 11 O/IB/li9 G(ON �1)C, P P - Orlando FL 32837 FL COA #0 278 solely for the tlesign shown. The suitability and us of tM1is design for any s e Is the responsibility d! ch. Building D.signnr p.r ANSI/TPI 1 S.c.). For mo . Information son: [This Ja ... g...rwI n._. rag.; ITW-Brf.: www.lc.h.g..nm; TPI: www. tpinst.arg; WTCA: www.sb.lndustry.enm: ILL; w... I ccsar..org R=271 U=204 24-2-11 3-1 -3 R=130 U=30 20-8-0 QTY:31 FL/-/5/-/-/R/- TC LL 30.0 PSF TIC DL 15.0 PSF BC DL 10.0 PSF BC LL TOT.LD. 0.0 PSF PSF 55.0 DUR.FAC. 1.25 SPACING 24.011 Scale=.511/Ft. REF R408-- 91172 DATE 08/12/14 D RW HCUSR408 14224176 HC-ENG KD/WPF SEQN- 270722 FROM CH JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ku,1 - 1-11 x Itcaluy nun,e�,,nc. -rill in lacer -- tarpon riacs rorc rlerce, rL - Ili n) Top chord 2x4 SP_#2_ Dense _13B Special loads Bot chord 2x4 SP_#2_Dense_13B ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -2.83 to 92 plf at 0.00 Lumber grades designated with "13B" use design values approved TC- From 2 plf at 0.00 to 2 plf at 7.01 1/30/2013 by ALSC BC- From 0 plf at -2.83 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 7.01 170 mph wind, 21.75 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- -112.69 lb Conc. Load at 1.41 within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, TC- 194.89 lb Conc. Load at 4.24 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- -17.98 lb Conc. Load at 1.41 BC- 101.15 lb Conc. Load at 4.24 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.16211x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 0-4-3 R=80 U=74 R=90 U=6 2X4 (A1) �- 2-9-15� 7-0-2 Over 3 Supports R=322 PLF U=466 PLF W=1-4-4 23-2-6 2-9 14 +20-8-0 Design Crit: FBC201ORes/TPI-2007(STD) 91173 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING PLT TYP. Wave\R FT/RT=20°/g(0°/D)/10(0) 13.01,0 r QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET!qp_` TC LL 30.0 PSF REF R408 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ��•• - t.y - .—I -- idrpon riecs rorc rierce, rL. - nJiJ Value Set: 13B (Effective 6/1/2013) 170 mph wind, 22.25 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #1 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Hipjack supports 6-11-8 setback jacks with no webs. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Deflection meets L/240 live and L/180 total load. Creep increase Could Not Nail Bot factor for dead load is 1.50. HANGER REQUIRED OR APPLY 2X4 SP # OR BETTER VERTICAL SCAB USING (3) 0.128 X 3" GUN NAILS IN EACH MEMBER, THEN ATTACH WITH (3)16D COMMON TOE NAILS IN LIEU OF HANGER. 0-4-3 T 1— 2-9-15 —� R=757 U=428 W=10.564" 9-10-1 Over 3 Supports R=265 U=207 CJ ** +0-8-0 R=555 U=203 3-9�14 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13.02.0 4 QTY:12 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS sHEETI ���� C�NS�/, TIC LL 30.0 PSF REF R4 08 - - 91174 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Traasas raqulrc aarama care ,n fabncaling. M1andl,ng, sh,PP mg, ins calling and bracing. Refer L. TIC D L 1 5.0 PSF DATE 08 /1 2/1 4 follow the late xc ediclon or SCSI (Building Component Safety Information, by TPI and WTCA) for sa lacy, practices pr o to performing these funccians. In collars shall provide temporary bracing par BCSI. Dnlas natedia�herwiee, dap shard =„all boas prapoar`y a aahed str a aI sheathing and battam chard N0.22839 BC DL 10.0 PSF DRW HeusRaoe 1a224203 sM1alls„eve w properly o e<hetl rigid ceiling. L c is„own forupar Iota ral rascrolnt o web shall hove bracing Installetl par BCSI sections B3. aB7 ar BID, os applicable. 4 ALP I NE ITW Banding Components Grasp Ina. (1TWRGG) =hall hat bw respansibie far any dealatlan from -1. da gn . ; BC LL 0.0 PSF HC-ENG KD/WPF any railura to build the cross in conformance with ANSI/TPI 1, ar for handling, shipping. installaclo : T�0) F bracing of trpy as. Apply plates to sae„ fat, ar tress antl pasitian az a„awn abase and an the ,aint : a. TOT. LID. 55. 0 PSF SEQN- 4389 REV Oe[alls, unlesssnetad otherwise. Refer to drawings IGDA-2 rar st ndard piste pasltlons. A seal on t„1 ' L \.(�LJ awing or cover page listing this drawing, indicates acceptance of professional engineering 0� �G'! ' FROM fill f Building Components Group/ne. �eepansmnity safely rar the tlesign shaven. T„a suitability and bow of -is design rar any s raat re Is Fs` DUR. FAC.1.25Orlando FL 32837 tee raspaaacmney ar me saneing nesignnr rar ANSL/rnI I sea.z. Far ma a mmrmatmn se Tnls�ab'a general n c s Pagc: ITW-Bf.G: www.itwbcg.tom; TPI: www.tpinst.org; WTCA: www.sb—d—try.eom; FLCOA#0278 cc: www.ieaaare.arg SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (b//b-/Phoenix Fealty Flomes,lnc. -Fill in later -- larpon Flats Fort Pierce Top chord 2x6 SP_#2_13B :T2 2x6 SP_SS_13B: Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_#3_13B :W5, W6 2x4 SP_#2_Dense_13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 55 plf at 0.00 to 55 plf at 23.63 BC- From 10 plf at 0.00 to 10 plf at 23.63 TC- 1982.92 lb Conc. Load at 1.98, 3.98, 5.98 TC- 777.54 lb Conc. Load at 6.66, 8.66,10.66 TC- 1205.37 lb Conc. Load at 7.98, 9.98,11.98,13.98 15.98,17.98 TC- 241.04 lb Conc. Load at 21.48,23.48 BC- 2862.80 lb Conc. Load at 19.49 + The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. + PROVIDE (9) 0.131"X3.0" GUN NAILS IN AREA OF CONCENTRATED LOAD OPPOSITE HANGER, WITHOUT SPLITTING LUMBER. 2- -0 FL - FG1) 3 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 3.50" o.c. (Each Row) Bot Chord: 1 Row @ 9.50" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 2X4 III 6X8 = 2X4 III 1 OX12 = 2X4 III 5X6 = 2X4 III 3X4 W6 T2 6X8 = 8X10 = I- 3X8 _ 2X4 III 8X14 IE 12-7-0 a I=-- 7-2-0 3-10-8 IE 23-7-8 Over 3 Supports R=4981 R=11704 W=6" R=3708 W=6" 2- -0 9-4-0 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 13 . 01 . 0L00AbFwQO QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. •'WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI \� `:/ b- TC LL 40.0 PSF REF R408 — — 91175 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. P• ;r E • d/ `44 Tr"aaaa .agpira aarama earn in rabricating, hantll,ng. ihipp-9. insealling and bracing. Rorer to �. V G F••-.•Iriji . TC DL 15.0 PSF DATE 08/1 2/1 4 follow the lacene .tll clan of BCSI (Building Component Safety Infsrmat "' by TPI ontl WTCA) for sofa ty Practices prior to performing these functions. Inscallars sM1vll provitle tempo rory bracing per BCSI. Bnless noted otherwise. tap chard =hall Nava praparlY at athetl atrnttu.al sheathing and bottom :hard No.22839 BC DL 10.0 PSF DRW HCUSR408 14224202 shall have o properly a ached rigid ceiling. Locotlonsc shown for pe rmanene lateral rasirolni of web .hall hay. bra.Irg instu led Par BCSI ...Ilan. H3. 67 nr BIG. a, appllaable. BC LL 0.0 PSF HC - ENG KD/WP F ALPI N E TW gellding Dampan.nts Group Inc. clrwgee) shall not be responsible far any d.viatlan from thl. g any fail".. to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. Installaclw i TI= OF ring of tree s. Apply Places to .a.h fa.. of tr"„ and position .. shown above and an the Jalnt •• '�,� TOT. LD . 65.0 PSF S EQN — 271655 Details, ..I...snoted otherwise. Refer to drawings 1GOA-2 for standard plate Positions. A seal on thl O�•••• drawing or cover page Ilstl ng cols drawl ng. Indicacas accepeance of profassi anal engineering r• I Building Components Group lnc. r.,p,n,lbi n ty salary far the design spawn. Tne saitwb n ity and awe of this design far any rpet„re 1a FSS ONAL ` OUR. FAC . 1 . 00 FROM CH [h. r.sponsibili[y of too Hulloing Designer per ANSI RPI 1 Sec.), Fnr mo a information see. iTnis Jnb's Orlando FL 32837 generwl owes page; I V-nrr.: www.ic.hcg.ram; TM: www.tpinse.arg: WTC.A: w..sbeledasery.eam; FLCOA#0278 Irr.: www.leesafe.arg SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kbiia-iFnoenlx Realty homes,lnc. -rill in later -- larpon flats tort Fierce, FL - Fuz) Top chord 2x6 SP #2 D3Bse_13B 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP_#3_13B Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Lumber grades designated with "13B" use design values approved Bot Chord: 1 Row @ 9.75" o.c. 1/30/2013 by ALSC Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 110 plf at 0.00 to 110 plf at 18.42- (J) Hanger Support Required, by others BC- From 20 plf at 0.00 to 20 plf at 18.42 BC- 2105.07 lb Conc. Load at 14.57 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 III 5X6 = 3X4 = 5X6 = 3X4 = 5X6 = 2- -0 5X6 = 5X6 = 3X4 = 7X8 = 5X6 = 18-5-0 Over 2 Supports R=1636 2X4 III 5X6 = R=2863 H=H1 2- -0 9-4-0 Design Crit: FBC201ORes/TPI-2007(STD) 91176 "IMPORTANT" FDRNIBM THIS DESIGN TO ALL CONTRACTORS INCLUDING AL FL OUR. FAC. 1.00 FROM CH PLT TYP. Wave\R FT/RT=20°/g(0°/g)/10(0) 13.01.0 0 QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI e\j F1 b_ TC LL 40.0 PSF REF R408 — — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kof/n-/rnoenlx Kealty nomes,lnc. -rill in later -- tarpon rlats tort Fierce Top chord 2x4 SP_#2_Dense _13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP #3 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 55 plf at 0.00 to 55 plf at 7.71 BC- From 160 plf at 0.00 to 160 plf at 3.67 BC- From 10 plf at 3.67 to 10 plf at 7.71 TC- 946.77 lb Conc. Load at 1.85 TC- 1187.81 lb Conc. Load at 3.85, 5.85 Truss must be installed as shown with top chord up. 2 COMPLETE TRUSSES REQUIRED � Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.75" o.c. Bot 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. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 III 4X6 = 4X6 = 2X4 III Li Li 2- -0 2- -0 9-4-0 4X6 = 3X4 = 4X6 7-8-8 Over 2 Supports R=2268 R=2105 H=H1 Design Crit: FBC201ORes/TPI-2007(STD)11 PLT TYP. Wave\R FT/RT=20°/g(0°/G)/10(0) 13.01.0 0 QTY:1 FL/—/5/—/—/R/— Scale=.5"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI �\� l QQ TC LL 40.0 PSF REF R408 — — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (bllb-/Phoenix Realty homes,inc. -Fill in later -- Tarpon Flats Fort Pierce, FL - FT1) Top chord 4x2 SP_#2_Dense_13B :T1 4x2 SP_#1_Dense_13B: + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 SP_#2_Dense_13B bridging recommendations. Webs 4x2 SP_#3_13B Webs are square cut except dbl diagonals or as otherwise shown. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 0-3-0 1 ' � 7-8-0 -�001-� 9-10-0 2X4 III W=3X4 7X8 = 3X4 - 4X6 = 2X4 III 2X4 III 3X4 = 2X4 III 5X8 = 2X4 III T1 + 2X4 III 8X14 = W=3X6 = 3X4 = 5X8 = 5X8 = 4X6 = 1— 2-1-0 ,I_ 9-7-8 _I, 6-5-0 I 18-5-0 Over 2 Supports _I R=1183 W=3" R=1205 H=H1 Design Crit; FBC201ORes/TPI-2007(STD) 91178 "IMPORTANT" FUR NISH THIS DESIGN TO ALL CONTRACTORS INCLUDING PLT TYP. Wave\R FT/RT=12%(0%)/10(0) 13.01.0 ' QTY:9 FL/—/5/—/—/R/— Scale=.375"/Ft. "WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEET! • /�o°o TIC LL 40.0 PSF REF R408 — — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (6775-/Phoenix Realty Homes,lnc. -Fill in later -- Tarpon Flats Fort Pierce, FL - FT2) Top chord 4x2 SP_#2_Dense _13B Bot chord 4x2 SP #1 Dense_13B Webs 4x2 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-3-0 �L T + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. (J) Hanger Support Required, by others Truss must be installed as shown with top chord up. 20.75" 7-8-0 5-0-8 2X4 III 6X6 = 3X4 = 3X4 = 1 X3 III 2X4 III 4X6 = 2X4 III 1 X3 III 5X10 = 3X4 = 4X6 = 4X6 14-5-4 Over 2 Supports R=924 W=3" R=947 H=H1 Design Crit: FBC2010Res/TPI-2007(STD) 91179 "IMPORTANT" FURNISH THIS DESIGN TO 271559 PLT TYP. Wave\R FT/RT=12%(0%)/10(0) 13.01.0 ' QTY:3 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARN ING'• READ AND FOLLOW ALL NOTES ON THIS SHEETI P� TICL L 40.0 PSF REF R408 - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I,... - wclll,t hi—'y --m , Inc. -rI it In lacer -- iarpon rlar5 rorL rlerce, rL - rldJ Top chord 4x2 SP_#2_Dense_13B + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 SP_#2_Dense_13B bridging recommendations. Webs 4x2 SP_#3_13B Webs are square cut except dbl diagonals or as otherwise shown. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 0-3-0 5-4-0 17.5" 5-0-8 2X4 III 5X6 (R) III 3X4 = 3X4 = 1 X3 III 4X6 2X4 III 1 X3 III 4X10 = 1 X3 III 3X4 = 4X6 = 11-10-0 Over 2 Supports R=755 W=3" R=778 H=H1 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=12%(O%)/10(0) 13.01.0 ' QTY:6 FL/-/5/-/-/R/- Scale=.5'I/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET] " IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.`P�.\�E Af��/��Q` TC L L 40.0 PSF REF R408 — — 91180 T russus roquiru uYlru.. cur. in rob ricoting, h.ndling. shipping, installing and braving. Rurur L. and -VN GI' ,,, 111"' follow the l.test editl.rl df R.1 (Building C.mp.ner,t S.r.ty Inf.rm.tl.n, by TPI .nd WTC` ror ,.rety TIC D L 15.0 PSF DATE 08 / 1 2/ 1 4 praccl... prior to performing these functions. Inst.11ars shall proved. temporary b acing pvr BCSI. No. 22839 DnI.,,.th.rwl,e, t.p chord shall I,.ve properly .t oohed ,Lr..t.r.I ,he —D. one b tom hard BC DL 10.0 PSF DRW HeusRaos iazzaiaa .all hove . properly attached rigid ceiling. L.c.tivn,tzhown for perm-- lateral restr.int er webs shall hove bracing inzt.11ed per SCSI ,action, B3, H] or BID, .z .ppl... ble. ALP I NE ITW Building C.mP.n.nt, Group In.. (ITWBCG) ,boil notD. — ........ — r.r .h, d..i.ti.n from the, ddsl TE aF / BC L L 0.0 PSF H C - ENG KD/WPF Illy failure co build th. truss In c.nformancn with ANBI/TPI 1. .r ror handling. shipping, ins calloclon ,.jfQ bracing .r tr., ,. Apply plot.. c. ...h rod. nr t i,,, and pasitiun ., shown ab.y. and .n the .Lint '90 TOT . LD . 65.0 PSF S EQN - 271562 Details, unleszzn.ted otherwise. Rarer La drawings 16DA-2 ror standard plate p.,i[i on,. A Beal on Chl, . CIRI d rowing .r dd.wr 1.ge li, ing the, drawing. �Th..te, b ity.,,d .f pro rthi, al eng i ne.ring- ASS/p ...- \ DUR. FAC. 1 .00 FROM CH 1 Building Components Group Inc. a,p.n,ibu icy ,.l.ly r.rtthe deign mown. IDe ,.it.bnicy - . e . chic deign ror any � r..cur. I, Orlando FL, 32837 h. r.,n.n,ibaliryNAL .r rn. R„IhWngr-e^gnam hnr neslfTrl 1 s.<.i. r rfm . Sbr.mm� inn tTDi,.i.h', g.nr aI . „ pwB, 1Tw-nCG: ww .i TPI: www tp in,t.nrg: WTCA: wow. .i d .ry.e.m, rkfygrl{ FLCOANO278 1CC: r. .........rg SPACING 24.0" JREF- 1V8V408_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (b//b-/Phoenix Kealty homes,lnc. -1-I11 In later -- larpon plats port Pierce Top chord 4x2 SP #2 Dense_13B Bot chord 4x2 SP_#2_Dense _13B Webs 4x2 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4 III 3X4 = 2X4 III 2— —0 3X4 = 3X4 3-8-8 Over 2 Supports R=241 R=241 H=H1 H=H2 FL - f 14) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. (J) Hanger Support Required, by others (J) Hanger Support Required, by others Truss must be installed as shown with top chord up. 2- -0 9-4-0 Design Crit: FBC2010Res/TPI-2007(STD) PLT TYP. Wave\R FT/RT=12%(0°/H)/10(0) 13.01.0 ' QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING " READ AND FOLLOW ALL NOTES ON THIS SNEETI "IMPORTANT"FlIRN1511 THIS DESIGN TO nu CONTRACTORS INCLUDING INSTALLERS. `P //�j2dG TC LL 40. D PSF REF R408-- 91181 T ru aana ragnlra a.Lrama �ara ,n fubry u0.ing. M1wWllny. sM1ipy my, InzLalllny anJ brae ,. Ra far to antl ,\CEPS _VN• �, F•'• �• rollaW trio latest atl leian ar acsl ntl WTCAJ (Builtll ng component sa re cy Iri rormotion, by TPI afor sa racy prncc icex prior co parforming c se rnncllonz. Ins[ullers shall Provitle temporary bracing per HLsI. •yT� TC DL 15.0 PSF DATE O8/12/14 DRW HcusRaoa iazzaias Dnl a>a „atatl atl,erWl>a. tap ar, I,ball laaa praperlr at aahatl sb„atn ral >M1 aching antl bottom ar,ara >' ,nil nave a Praperlr act neM1etl rag .❑ ne n Ing. Loan la„>t,nae,� rnr permaneraal aceral re>val ne nr wab> No. 2283J 6 1 BC DL 10.0 PSF r HCsI sections H3. HJ or BIG. a> oppll shITW ` BC LL 0.0 PSF H C - ENG KD /WPF ALPINE Hu1ltlingcLomgponen[slGroup Ina n Tweeel >I,aII „at be ra>Pan>Ible rnr any tlevlatlan tram this tlee, any ral lure co bulltl cha truss In conrormanca . tl, ANSI/TPI 1, or ror nnntlling, hipping. In allaclon TE OF �• �tQ SEQN— 271565 bracing ar trn> >. APwr Plata t aaah rasa or t ,,,> antl pa>Itlan a> >ha.n abo„a antl an t a Jalnt srl6Oq-I far antlartl A seal on this Details. unlessznocetl oche rwlsa. Refer [o awi b.' � •• � V �� � O R�O• TOT. LD. 65.0 PSF i Building Components Grou Ino. 8 P Orlando FL, 32837 FLCOANO278 plate positions. ng ar tearer Pagc .o Ing d� , tl ,a n^.J�ntl a'uacnbaceptan d nraPrn e> a e engin a ng rea r raspan-Ibllicy >ololy rt[M1e s�gnrshow TM1e Ilty an > orftM1iz tl sign for any s t e Iz e spnnsl hilily of chn floiltling Dosinnnr par ANSI/TPI 1 " Fnr mn a Inrnrmaclon saa: cTM1i sL'J nb's .Iona al a nano ITw-nrr.: ww.lc.bng.rma, rrl:.,.. tpin>c.ary: wren:....>nelnaascry.nnm. ILL:rrw-�°==,are•n�g .• StS/pNA` +utlMfiM _�OS/1212(Lta DU R . FAC . 1 .00 FROM CH SPACING 24.0" JREF- 1V8V408_Z10 - SUPPORT REPORT ---------- -------------------------------------------------------------------- JOB DESCRIPTION: 6775 WIND CODE: ASCE 7-10 WIND MPH: 170 BLDG TYPE: CLOSED ------------------------------------------------------------------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# PROFILE Al 32.000 8.000 WALL 0.000 20.667 1630 -597 Al 32.000 8.000 WALL 26.333 20.667 2353 -892 �I Al 32.000 52.000 WALL 27.000 20.667 438 -74 Al 32.000 8.000 WALL 31.333 20.667 291 -152 ------------------------------------------------------------------------------------------------------------- A2 32.000 8.000 WALL 0.000 20.667 2006 -742 A2 32.000 8.000 WALL 31.333 20.667 2006 -742 �A ------------------------------------------------------------------------------------------------------------- A3 32.000 8.000 WALL 0.000 20.667 2006 -748 I A3 32.000 8.000 WALL 31.333 20.667 2006 -748 ------------------------------------------------------------------------------------------------------------- A4 32.000 8.000 WALL 0.000 20.667 4177 -2239 A4 32.000 8.000 WALL 31.333 20.667 4169 -2239 ------------------------------------------------------------------------------------------------------------- B1 27.000 8.000 WALL 0.000 20.667 1734 -614 B1 27.000 8.000 WALL 26.333 20.667 1515 -528 ------------------------------------------------------------------------------------------------------------- B2 27.000 8.000 WALL 0.000 20.667 1739 -624 B2 27.000 8.000 WALL 26.333 20.667 1517 -538 ✓ `I ------------------------------------------------------------------------------------------------------------- B3 27.000 8.000 WALL 0.000 20.667 1739 -626 \ B3 27.000 8.000 WALL 26.333 20.667 1517 -541 ------------------------------------------------------------------------------------------------------------- B4 27.000 8.000 WALL 0.000 20.667 1739 -918 B4 27.000 8.000 WALL 26.333 20.667 1517 -790 a ------------------------------------------------------------------------------------------------------------- B5 29.000 8.000 WALL 0.000 20.667 4074 -2251 �\ B5 29.000 8.000 WALL 28.333 20.667 4074 -2251 ------------------------------------------------------------------------------------------------------------- C1 21.333 8.000 WALL 0.000 9.333 3053 -1492 Cl 21.333 8.000 WALL 20.667 9.333 3053 -1492 ------------------------------------------------------------------------------------------------------------- C2 21.333 8.000 WALL 0.000 9.333 1401 -516 C2 21.333 8.000 WALL 20.667 9.333 1401 -516 ------------------------------------------------------------------------------------------------------------- on C3 21.333 8.000 WALL 0.000 9.333 1401 -514 * 21.333 8.000 WALL 20.667 9.333 1401 -514 -`' ------------------------------------------------------------------------------------------------------ Z @V% 15.083 8.000 WALL 0.000 9.333 1142 -200 c C19 y 15.083 3.000 HANGER 14.833 11.833 1160 -144 ' N co W_ iq_�^____ ?�, N, _________________________________________________________________________________________________ 15.333 8.000 WALL 0.000 9.333 718 -117 ........• 15.333 6.000 WALL 8.833 9.333 1061 -268 �} 15.333 3.000 WALL 15.083 12.438 560 -218 7111fl1NK�______________________________________________________________________________ C6 15.333 WALL 9.333 -110 C6 15.333 6.000 6.000 WALL 8.833 8.833 9.333 067 1067 -258 258 C6 15.333 3.000 WALL 15.083 12.438 555 -217 ------------------------------------------------------------------------------------------------------------- C7 15.333 WALL 9.333 102 -260 C7 15.333 6.000 6.000 WALL 8.833 8.833 9.333 093 1093 -260 C7 15.333 3.000 WALL 15.083 12.438 542 -215 ------------------------------------------------------------------------------------------------------------- CJ1 1.000 8.00 WALL .000 9.333 503 - CJ1 1.000 1.5500 NAILED 1 1.000 9.333 -52 -60 -60 CJ1 1.000 1.500 NAILED 1.000 9.889 -148 -168 ------------------------------------------------------------------------------------------------------------- CJ3 3.000 8.00 WALL .000 20.667 443 - CJ3 3.000 1.5500 NAILED 3 3.000 20.667 45 -23 -23 CJ3 3.000 1.500 NAILED 3.000 22.222 76 -57 ------------------------------------------------------------------------------------------------------------- CJ3A 3.000 12.000 WALL .000 20.667 1 -58 CJ3A 3.000 1.5500 NAILED 3.000 3 20.667 56 56 -1717 CJ3A 3.000 1.500 NAILED 3.000 22.222 119 -89 ------------------------------------------------------------------------------------------------------------- CJ3B 2.083 1.500 NAILED -. 9.333 1 - CJ3B 2.083 1.500 NAILED 2 2.083083 9.333 41 41 -4 -4 CJ3B ------------------------------------------------------------------------------------------------------------- 2.083 1.500 NAILED 2.083 10.889 95 -60 CJ5 5.000 8.00 WALL .000 20.667 589 -238 CJ5 5.000 1.555 00 NAILED 5.000 20.667 89 -15 CJ5 5.000 1.500 NAILED 5.000 23.222 180 -134 ------------------------------------------------------------------------------------------------------------- CJSA 4.083 1.500 NAILED -.9.333 281 -47 CJ4 SA 4.083 1.500 NAILED 4.083083 9.333 81 -12 CJSA 4.083 1.500 NAILED 4.083 11.889 180 -105 ------------------------------------------------------------------------------------------------------------- D1 16.333 12.000 WALL 0.000 9.333 2511 -1193 D1 16.333 12.000 WALL 15.333 9.333 2510 -1193 ------------------------------------------------------------------------------------------------------------- D2 16.333 12.000 WALL 0.000 9.333 1117 -411 / D2 16.333 12.000 WALL 15.333 9.333 1117 -411 ------------------------------------------------------------------------------------------------------------- D3 15.083 8.000 WALL 0.000 9.333 1068 -395 D3 15.083 3.000 HANGER 14.833 9.333 834 -298 ------------------------------------------------------------------------------------------------------------- D4 15.333 8.000 WALL 0.000 9.333 1074 -252 D4 15.333 3.000 WALL 15.083 9.938 851 -304 ------------------------------------------------------------------------------------------------------------- D5 15.333 8.000 WALL 0.000 9.333 1074 -228 D5 15.333 3.000 WALL 15.083 9.938 851 -294 ------------------------------------------------------------------------------------------------------------ D6 15.333 8.000 WALL 0.000 9.333 1074 -206 D6 15.333 3.000 WALL 15.083 9.938 851 -281 ------------------------------------------------------------------------------------------------------------- D7 15.333 8.000 WALL 0.000 9.333 1071 -187 / li D7 15.333 3.000 WALL 15.083 9.938 848 -266 / l ------------------------------------------------------------------------------------------------------------- D8 15.333 8.000 WALL 0.000 9.333 1071 -173 D8 15.333 3.000 WALL 15.083 9.938 847 -253 ------------------------------------------------------------------------------------------------------------- E1 16.000 8.000 WALL 0.000 9.333 2347 -1084 E1 16.000 8.000 WALL 15.333 9.333 2347 -1084 ------------------------------------------------------------------------------------------------------------- E1A 15.083 8.000 WALL 0.000 9.333 2252 -1042 E1A 15.083 3.000 HANGER 14.833 9.333 2147 -986 ............ ------------------------------------------------------------------------------------------------------ .jg -- {S�r' 16.000 8.000 WALL 0.000 9.333 1098 -404 16.000 8.000 WALL 15.333 9.333 1098 -404 o;^ o �t Z --- -------------------------------------------------- __________________________________________________ f m Eij: -O_ 15.083 8.000 WALL 0.000 9.333 1068--------------395--------------------------- ---- R+ :� O. _ Dry� 15.083 3.000 HANGER 14.833 9.333 834 -297 N � N............ ...... ____________________________________________________ -•____________________________________________________ O A dei 15.333 8.000 WALL 0.000 9.333 1074 -371 E4 15.333 3.000 WALL 15.083 9.938 851 -345 ------------------------------------------------------------------------------------------------------------- E5 15.333 8.000 WALL 0.000 9.333 1074 -355 E5 15.333 3.000 WALL 15.083 9.938 851 -359 ------------------------------------------------------------------------------------------------------------- E6 15.333 3.000 WALL 5.083 9.933 1920 -201 E6 15.333 3.000 WALL 15.083 9.938 920 -278 ------------------------------------------------------------------------------------------------------------- E7 15.333 8.000 WALL .09.31071 -182 E7 15.333 3.000 WALL 155.08383 9.99388 848 -261261 ------------------------------------------------------------------------------------------------------------- EJ6 5.667 12.000 5275 .000 WALL .000 20.667 -175 EJ6 5.667 8.000 WALL 5.000 20.667 275 -12828 ------------------------------------------------------------------------------------------------------------- EJ6A 5.667 12.000 5425 .000 WALL .000 20.667 -335 EJ6A 5.667 8.000 WALL 5.000 20.667 425 -203 203------------------------------------------------------------------------------------------------------------- EJ7 7.000 8.00 WALL .000 20.667 -276 EJ7 7.000 1.5500 NAILED 7 7.000 20.667 130 130 -30 EJ7 7.000 1.500 NAILED 7.000 24.222 271 -204 ------------------------------------------------------------------------------------------------------------- FG1 23.625 3.000 HANGER 0.000 9.333 4981 0 FG1 23.625 6.000 WALL 12.583 9.333 11704 0 FG1 23.625 6.000 WALL 19.250 9.333 3708 0 ------------------------------------------------------------------------------------------------------------- FG2 18.417 3.000 HANGER 0.000 9.333 1636 0 FG2 18.417 3.000 HANGER 18.167 9.333 2863 0 ------------------------------------------------------------------------------------------------------------- FG3 7.708 3.000 HANGER 0.000 9.333 2268 0 FG3 7.708 3.000 HANGER 7.458 9.333 2105 0 ------------------------------------------------------------------------------------------------------------- FT1 18.417 3.000 WALL 0.000 11.083 1183 0 l FT1 18.417 3.000 HANGER 18.167 9.333 1205 0 ------------------------------------------------------------------------------------------------------------- FT2 14.438 3.000 WALL 0.000 11.083 924 0 FT2 14.438 3.000 HANGER 14.188 9.333 947 0 ------------------------------------------------------------------------------------------------------------- FT3 11.833 3.000 WALL 0.000 11.083 755 0 FT3 11.833 3.000 HANGER 11.583 9.333 778 0 ------------------------------------------------------------------------------------------------------------- FT4 3.708 3.000 HANGER 0.000 9.333 241 0 FT4 3.708 3.000 HANGER 3 .458458 9.333 241 0 ------------------------------------------------------------------------------------------------------------- HJ5 7.009 16.221 WALL 0.000 20.667 435 -630 HJ5 7.009 1.500 NAILED 7.009 20.667 90 -6 HJ5 7.009 1.500 NAILED 7.009 23.200 80 -74 ------------------------------------------------------------------------------------------------------------- HJ7 9.837 10.564 WALL 0.000 20.667 757 -428 HJ7 9.837 1.500 NAILED 9.837 20.667 555 -203 HJ7 ------------------------------------------------------------------------------------------------------------- 9.837 1.500 NAILED 9.837 24.200 265 -207 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab ReinF. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2'-2x4(d&) 2x8 1 row 2x6 1-2x8 2xB 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement„ or scab reinforcement to be same species and grade Or better than web member unless specified otherwise on Engineer's sealed design, (K) Center scab on wide face of web. Apply (1) scab to each Face of web. Member Substitution T-Reinforcement or L-Reinforcement: Apply to either side of web Attach with 10d (0,128'x3.0%m at 6' o.c. Reinforcing member a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to Tilde face of web. NO more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c, Reinforcing member is a minimum 80% of web member length. T-Reinf. or L-Reinf. Scab T-Reinf, L-Reinf. WARNI' .. READ AND ruituv ALL NOTES DN THIS DRAWING! TC LL PSF REF CLR Subst, —INPCRiANTss FURNISH THIS DRAWING 10 ALL CEN1RACTORS INCLUDING THE INSTALLERS, trusses in robricating, nor. installing �f'�9 DATE 8/15/13 requdre extr¢ne core 1inq, shipping, and bracing. Refer to and rouo> the latest edition or 8CS1 (B.amng Eoroonent Safety Iniornoiron, by TPl and SBCA) for safety P. TC DL PSF proc tices prior to perrorn[ng these Functions, Installers shall provide tenperory bracing per BCSI. Unless noted other`ise, lop chord sholl hove properly oitached structural sheathing antl bottom chard shall hove A properly attached rigid ceiing. Locations sho.n for permanent lateral restraint of nobs P�"(R ...Cw; GF,\S d` S�: v� F••.2*}� BC DL PSF DRWG BRCLBSUB0813 shall have bracing Instolled per BCSI sections B3. B7 or BID. as oppliCoble. Apply plates to each face of truss and position as sho— above and on ihp Jaini Detoits. unless noted other�ise. Re Ter to dro.ings 160A-Z for sto lard plate positions. N0.22839 fF�� BI.. LL PSF Building Components Group Inc. ITW Building Components Group Inc. shalt not be responsible for any deviation iron this dro.irg, any failure to build the truss in confornonce with ANSI/TPI 1, ar Far hondling, skipping, tnstollotion * * 8 TOT. LD. PSF 6 bracing of trusses. A seal on <his dro.''ng or cover page listing this droning,, Macotes acceptance of professional engineering respansbility solely For the design hovn The suitability antl se of this dro,ing For is the the Buld`ng Designer ANSI/TPI 1 Sec.2,•• , ' TE OF Q` �'�/ DUR, FAC. any structure responsbility of per For rare information see this job's general notes page and these mob site5r Q�•.,��p R�O ,•• SPACING Earth City, MO63045 ITWBCGt a ..fivbcgc ; TPI: v .tpinct.argl SBCA- . .sbcindustry.orgi [CC, v.ek—Fe.org FSe._ �•N..'i \ d n 08/12/2014 STRONGBACK BRIDGING RECOMMENDATIONS BUTTSTRONGBACK BRIDGING TOGETHER 4'.0 4' -0.2x8 SCAB ATTACH SCAB WITH 10d BOXIGUN (0,128"x3,0") NAILS IN 2 ROWS AT 8' O,C, NOTE: IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK 10d COMMON ON `\ ��� TO WEB W/ (3) tOd COMMON (0,148"x3') NAILS OR (4) 10d (2) 10d COMMON (0.148"4.0") OR BOX/OUN (0.12B"x3.0") NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK; ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148.4.0') NAILS OR (4)10d BOXIGUN (0.128-4.0') NAILS. STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None roqulfed 10' to 20' !-row (at cantor of span) 20' to 30 2 rows 1 at each K_point 30' to 40' Over 40' 3 rov_n (1 a each Yj.poln Space rows at 10' o,c. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES I�ATTACH STRONGBACK TO BOTTOM CHORD WITH (2) 010 - 3" SCREWS ► All scab -on blocks shall be a minimum 2x4 "stress graded lumber," ► All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber." ► The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0" D.C. (max.) ► The terms "bridging" and "bracing" are sometimes mistakenly used interchangeably. "Bracing" is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. "Bridging," particularly "strongback bridging" is a recommendation for a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce "bounce" or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by ITW Building Compents Group Inc. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). TrussesI-VAINING-- require ire o AND a tare ik f ricatiOTES ON and WIMP.h .R �r �4 TC LL PSF REF STRONGBACK Trusses roqulro exLrama corn hr fabrlealinp, handling. shlpping. InslAllinn and bracing, Itefar to and Inliaw OCSI (BUIIJInp FI •�BrW Conlparent Safely Infonnallon, by Till and IFWA) far safely prockes prior to performing these runcllona. Inelallen shall O� PProvlde lemporory broeing per IICSI. Unless noted olhcralse, lop chard shall have property attached structural panels and _a Q. ,. /G'OG TC DL PSF DATE 2/28/11 bollom chord her hove a properly attached rigld telling, bocnilons shown for permanent lateral restraint of rah. shall have V .•��CiENs"�••••/lj+A bracing Installed per IICSI scauaax ICI A 117. See this Job's general mates page far mare afarmauan. 7�^ BC DL PSF DRWG STRBRIBRO211 --IaPO1yrA,1W- FURNISH COPY OF THIS UtSOCN TO INVA1JATION CONTRAC40R. NO. 22839 $�y ITV IlulldlnR Campanenl. Croup Inc. (I'MUC0) shall non be responsible tar any devtotlun tram this design, Any failure to build IC BC LL PSF the trues In ce.formonce .Ith TI'1, or fabrication, handling, slapping, Installing A, bracing or trusses. I7V000 connector plates a Building Components Group Inc. are made of Y0/111/10CA (V,11/S/x) ASfJI AeAO grade 37/40/60 (R/V/II:) I.W. mcel. Apply plate. I. each lace of trun., * t a TOT. LD. PSF laxlllonad Aa shorn above and on Joint "alolls. L A seal on this drodng or cover page Indicates Areeplailes and prof ... lon.1 millncering responsibility solely far the true. -09 ; TE OF 1�t� component design shorn. The ..liability And us. er Lids component for any building I. Um rasp—liallily of the Building Uc.lg.er par AN6T/Tp1 I Set. a �,� '.. <OR10•.. DUR. FAC, 1.00 ITV -BCC, wrr,IL.bepxom; TPI; .—Apinxl.cam; VTCAt ar..xbcinduslry,enin; ICCI w..,lenaro."rg -•-• Earth City, MO 63046 `sS/ONAL� .. SPACING 08/12/2014 Shore Gde DrA c C- M C- X 12 rn Per f" Plant: Begin Loading: To Job: Arrive Job: Start Unload:- —FFinish Unload: I Leave Job: I Return Plant: Customer Code: Customer Name: 'Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Project P.O. Number: Order Code I Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: End Use: Driver Name: LOAD CUMULATIVE � ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check #/ Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: RECEjVEjD WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SEP 17 2014 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE Ll LOAD WAS TESTED BY:. Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is'e'at' customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING:, , ' Product may, cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your, § a - fety'and he6lth.-,- Plbage' refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and , tb the material saf6ty data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE//.'-' within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by rence Buyer's previously executed Cred pplication, if any. Seller's Standard OF. Terms and Conditions, Seller's Quotai if and Seller's Order Confirmation ud limitations of wa ranties), as if fully set forth on this Delivery Ticket ("Agrec„nent"). Seller will provide the Standard Te....., and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement. masonry, pozzolan (Type IP),.roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water- after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion de credito): cualquier terraino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmacion del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terininos estandares y condieiones detal- lados en caso de asf ser reque.ridos. Con este docurnento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo a] contrato: al menos Clue se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como pi.edra caliza, dolornita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puedc contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforacion puede contener materiales silicon, los cual.es pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, manterierse en temperatura edlida, reposar v tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberacion del amoniaco. La inhalacion del amoniaco puede causar toser, irritacion o quemaduras en la nariz; garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salad depende en la duracion y el nivel de ]a exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos etas Cie los limiter recornendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parse afectada por 15 mintrtos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX., Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston. Texas 77024 02/12 Para mas informacion visita www.cemexusa.com. zzcC-MC-}X - r Pe r frji � #- I�61 - 0357 Plant: Begin Loading: To Job:. Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Project P,O. Number: _ '. . Order Code / Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: 1 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: .. . - . - LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: �Y WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SEP i 7 2014 SIGNATURE CURB LINE CROSSEDAT.OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED i' BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERM&"Ariy,water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed: WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous/to,`your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. 'No credit for safety handling'informbtion, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. ifs d 68UNIVERSAL INVOICE _ :.Delivery Ticket incorporates herei" b- reference Buyer's previously executed 'relit Application, if any; Seller's Standard cfis and Conditions, Seller's Quotati�ny, and Seller's Order Confirmation (�60.ig limitations ofvarrantre5) a5 if fully A forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon rec{uest. BLIyer agrees FXtprjay"i*n at, unless otherwise noted on the front hereof, all quantities anduitems were delivered as indicated and further expressly agrees to accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / ELF' ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous material.s. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet, cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingmmm ested, keep warm, at rest, and drink lae aounts of water. Fly Ash may contain trace aounts of arrinio- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get propel' medical attention if irritation persists. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega include como referencia al comprador (ya previamente ejecutada en su apl.icaci6n de crddito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con liniitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato" )..El vendedor proveera los terrninos estandares y condiciones detal- lados en caso de asf ser requeridos. Corr este documento, el cornprador acepta los m.ismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el. mismo. Acepta pagar el monto de acuerdo a] contacto; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo I.P), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, grani.to, roca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener rues de 0.025% de silicio crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie.. Concreto seco y polvo de agregados; pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforac16n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de set ingeridos, rnantenerse en temperature cftlida, reposar y tornar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La hume.dad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y puhnones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel do la exposicion. Seguridad: Evite el contacto con Ojos y contacto pro.longado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos rnds de los liniites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutes. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, laveios a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann 'Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mils informaci6n visita www.ceniexusa.corn. CC-MC-X -1. 7 -3 0 E; S�fife !F-Jew or zol Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code I Date: Project Code: Project Name: Project P.O. Number: Order P.O. Number: Ticket Date: Delivery Address: Map Page: Map/Row/Column: Delivery Instructions: Dispatcher: Ticket Number: Due On Job: slump:, Truck Number: Driver Number: Driver Name: End Use: r LOAD CUMULATIVE � ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # I Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments WATER ADDED:.- GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: (7 SIGNATURE 0 LOAD WAS TESTEDBY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: 'Ariy water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guarafite6d.- `,WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to importgnt factors which are out of our may be hazardousto y6ur saf6ty and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handlind'irif6gii9t,ion, a'nd,to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE:, within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herei- b1i reference Buyer's previously executed Credit Application, if arw. tandard Terms and Conditions, Seller's Quotati�,�y. and Seller's Order Confirmation (.�rg limitations of ��,�arranties), as if hilly set forth on this Delivery Ticket (`'Agreemer�� ).Seller will provide the Standard Terms and Conditions upon request. Briyer agrees that, unless otherwise noted on the front hereof, all quanta es and terns were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLU' ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, .including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, slain, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink lane amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and infltation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear }loves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. 11'exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX., Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www.cemexusa..com. Este ticket de entrega incluye coma refe.rencla al comprador (ya prevlarnente ejecutada en su aplicaci6n de erddito); cualquier termirlo estindar, condlclones del vendedor, propuestas del vendedor y orden de conflrmaci6n del vendedor (con IinlitaCiones y garantfas), como acuerdo total del ticket de entrega ("Contrato" ). El vendedor provecrd los tdt ninon estandares y condiciones detal- lados en caso de asf ser requeridos. Con este clocuinento, el comprador aeepta los mismos ya tes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el mc:rnto de acue, io al contaato, al .menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza. dolomita, granito, roca volcdnica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de conereto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcan.ica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristal.ino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en pie] y ojos, y reacciones aldraicas en la pie]. Conereto seco _v polvo de agregados, pueden causar irritacion en los ojos, picl y/o en la zona respiratoria. Polvo del rnanejo en el triturainiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar si.l.icosis pulinonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature calida., reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la wind clepende cn la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto pro]ongado con la piel. Use guantes, protecci6n en los ojos y rope Primeros adecuada para protecci6n. Ldvese has manos con jabon suave y agua despuds del rnanejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limiter recornendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en ]a parte afectada por 15 miflUtoS. Si se inhala polvo, expongase a afire fresco. Si el cemento fresco tiene contacto con sus ojos, livelos a Tondo con agua. Acuda a atenci6n mddica inmediatamente si ]a irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 conrbinado Houston, Texas 77024 02/12 Para rods inforrnaci6n visita www.cemexusa.com. C�IITiCX 51',E-i 21"31 4 12 5 Plant: Begin Loading: To Job. -----TArrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: P roject Code: N Project ame: Project P.O. Number: Ticket Date: r-;Address. r' iDlelivey 'Delivery -1;,,stn;cti-o-ns: Order Code / Date: Order P.O. Num'be'n"' Map Page: Map/Row/Column: Dispatcher: TicketNumber: Due On Job: Slump: � Truck Number: Driver Number: Driver Name: End Use: 117 I. -0 LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION —7—uom� UNIT PRICE AMOUNT QUANTITY QUANTITY I QUANTITY I 4- Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE LI LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL % INVOICE This Delivery Ticket incorporates herein by reference Busgr's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotas ny, and. Sells t ,s Order Confirmation ( ig limitations of warranties), as if fully set forth on this Delivery Ticket (` Agreeme,.� ). Seller will p ,)Ade the Standard Tern-, aucl Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantit,)es Viand,items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / IONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. I:f wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de eredito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y (yarantfas), como acuerdo total del ticket de entrega ("Contrato" ). El vendedor proveera los t6rininos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el. comprador acepta los m.ismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el. mismo. Acepta pagar el. monto de acuerdo al Contrato; al menos que se identi- fique con una nota a] frente de este docurnento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica. arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicoo crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en ]a pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n de] amoniaco puede causar toner, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salad depende en la duraci61l y el nivel de la exposici6n. Seguridad: Evite Cl contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada paia protecci6n. Lavese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmecliatamente fluya agua en la parte afectada par 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a Tondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds informaci6n visita www.cemexusa.com. ZZC[7==MGX �- L Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code / Date: Project Code: Project Name: Project P.O. Number. Order P.O. Number. Ticket Date: Delivery Address: Map Page: Map/Row/Column: Delivery Instructions: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: LOAD CUMULATIVE ORDERED QUANTITY QQUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT UANTITY Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: i GAL YARDS IN DRUM: �.� 1� WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: , SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional Information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. n 68UNIVERSAL ( INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any. Seller" s-Standard Terms and Conditions, Seller's Quotatir� y, and Seller's Order Confirmation (i� 2 limitations of warranties), as if fully set forth on this Delivery Ticket t"Agrees,-T. Seller will provide the Standard Teri onditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities an _ .atms were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. ?` AGGREGATE / CEMENT / Cr NCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. I:f wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www,cemexusa.com Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicaci6n de crddito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitacioncs y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este docume.nto, el comprador acepta .Jos mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el. mismo. Acepta pagar el monto de acuerdo at contrato: at .menos que se identi- fique con una nota al frente de este doCUrnento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra cal.iza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcdn.ica, arena, Brava, y otros .materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature edlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se uridad• La humedLa puede causar la liberaci6n del amoniaco. a inhalaci6n del amoniaco puede causar toser, irritaci6n o g quemaduras en ]a nariz, garganta y pulmones. Acudir inmed.iatamente at med.ico.:E1 riesoo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con ]a piel. Use guantes, protection en los ojos y ropa Primeros adecuada Para p.rotecci6n. Lavese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecti6n respiratoria. Primeros auxi.lios: En caso de contacto en los ojos, imnediatamente fluya agua en ]a parte afectada por 15 minutos. Si se inhala polvo, exp6ngasc a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informati6n visita www.cemexusa.cont. Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: f7, Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Project P.O. Number: Order Code / Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: a i Truck Number: Driver Number: Driver Name; End Use: LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY JCash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM: !, r r j WHEN ADDED. f SIGNATURE _ ' f CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: - SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety, and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: i' within one business day after the receipt of materials. X //* 68UNIVERSAL " !' - ' '� INVOICE - ` ?7elivery Ticket incorporates herein y Illference Buyer's previously executed Credit Application, if any, Seller's Standard ins and Conditions, Seller's Quotatic�j. and Seller's Order Confirmation (ir limitations of wjrranties), as if :fully �t forth on this Delivery Ticket ("Agreement ). Seller will provide the Standard Terms anu onditions upon request. Buyer agrees that, unless otherwise noted ,on the front hereof, al.l quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand. gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause ey ' 1•ritation, skin and eye burns and aller,ic skin reactions. Dry concrete and aggregate dust may cause irritation t_ eyes, skin, and/or respiratory tract. Dust from handling. crushing, grinding, cutting and/or drilling may contair4 silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amou s of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be releasect, Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.corn. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion de cr6dito)-, cualquier termino estindar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como acuerdo total del ticket cle entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el cornprador acepta Jos mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contacto; a] menos clue se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica, arena, grava v otros materiales silicios. Los productos de cemento incluyen Cemento de tipo .Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergi.cas en ]a pieI. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humeclad puede causar la .liberation del amoniaco. La inhalation del amoniaco puede causar toscr, irritacion o quemaduras en la nariz, garganta y pu.lmones. Acudir inmediatamente al medico. El riesgo en la salad depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la pie]. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos rods de Jos lirnites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutes. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si ]a irritacion continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 conrbinado Houston, Texas 77024 02/12 Para rods information visita www.cemexusa.com. sbore tt ��C-rncx Plant: Begin Loading: To Job: Arrive Job: Start Unload: --- -1 Finish Unload: Leave Job: 1 Return Plant: Customer Code: Customer Name: .5 �o Project Code: Project Name: Ticket Date: Delivery Address: 7 Delivery lnstructions: Customer Job Number: Project P.O. Number: Order Code / Date: Order P.O. Number: % Map Page: Map/Row/Column: Dispatcher: Ticket Number: .3 1. -77 1-5, 0 Due On Job: Slump: Truck Number: J Driver ?mr:,I�umber: N ame: End Use: ],,Driver �Z`l C.".-1� ", " LOAD CUMULATIVE ORDERED QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM I UNIT PRICE � AMOUNT Cash Check 9 1 Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: f 6 WATER ADDED: 1 GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE 0 LOAD WAS TESTED ,BY: Notice: Our drivers will make every effort to plhce materiA whe I re the customer designates, but the SPECIAL TERMS A4%at6r added is at customers own risk. if water is added oh job, concrete strength Company assumes no responsibility for damages inside *rb 'or 'property line. C gstomer agrees to the is no longer guaranteed WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. I Duel to important factors which are out of our may be haz our safety and health. Please refer to the backside of this ticket for important control after delivery, this Compa ny will not accept any responsibility,ior the finished results. No credit for safety handling ,an to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be de6med waived, unless made to us in writing AUTHORIZED I within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application. if any, Seller's Standard Terms and Conditions, Seller's Quotat iy, and Seller's Order Confirmation (�g limitations of �yarranties), as if fully set forth on this Delivery Ticket ("Agrecmel— ). Seller will provide the Standard Ter, ,. a,,.i Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and.j,tems were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash. may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes., skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica,.which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. I:f wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite .1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estlndar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de as% ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en. el mismo. Acepta pagar el monto de acuerdo al contaato: al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcdnica. arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, grani.to, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) ]a cual puede contener mas de 0.025%n de silicio crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en Jos ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Conereto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Se uridad• La humedad puede causar la .liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o g quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El .riesgo en la salud depende en la durac.ion y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protection en los ojos y ropa Primeros adecuada para protectibn. Lavese Las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios° polvos. Si se expone a polvos mas de los limites recomendados, use protection respiratoria. Primeros auxilios: En caso de contacto en los ojos, immediatamente fluva agua en la paste afectada por 15 minutos. Si se inhala polvo, expongase a afire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a Tondo con agua. Acuda a atencion medica inmediatamente si la irritacion continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston. Texas 77024 02/12 Para roads information visita www.cemexusa.com. 7b-5 ZZC - G M C- X 071- �b Plant: Begin Loading: To Job: Arrive Job- Start Unload: Finish Unload: Leave Job: Return Plant: 0 Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: T Delivery Instructions: Customer Job Number: Project P.O. Number: Order Code / Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: � LOAD CUMULATIVE ORDERED MATERIAL CODE . PRODUCTION DESCRIPTION LICIM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: —/, GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE El LOAD WAS TESTED',' BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any wateriadded is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or'prope'rty line. Customer agrees to the is no longer guarantedid. WARNING:/ Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. D6e to important factors which are out of our may be hazardous ,to your 'safety and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any resp6nisibility for the finished results. No credit for safety handling information, and to. the Material safety data sheets for additional Information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's QuotatiqAftfty, and Seller's Order Confirmation (i = limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree�rlI! Seller will provide the Standard Tern.onditions upon rdyiiest. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.02.5% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and _prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www.cemexusa.com. Este ticket de entrega incluye corno referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estlndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantias), corno acuerdo total del ticket de entrega ("Contrato"). E1 vendedor proveera Jos terminos estandares y condiciones detal- lados en caso de asf ser requer.idos. Con este documento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades y materiales fueron entregados Como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato: a] mends que se. identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales Como piedra caliza, dolomita, granito, roca volcdnica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cernento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. L.os productos de concreto incluyen cemento Portland y productos de agregados corno piedra caliza, dolornita, granito, roca volcdn.ica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en Jos Ojos, quemaduras en piel y ojos, y reacciones alergicas en ]a pie]. Concreto seco v polvo de agregados, pueden causar irritacion en los ojos, piel y/o en ]a zona respiratori.a. Polvo del manejo en el trituramiento, pulido, Corte y/o perforac.i6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar ]a l.iberacion del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulrnones. Acud.ir i.nm.ediatamente al medico. El riesgo en la salad depende en la duraci6n y el nivel de ]a exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado con ]a. piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada Para protecci6n. Lavese las manor con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la pane afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la in-itacion continua. CEMEX, Memorial Hennann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 L2/12 Para mds inforrnaci6n visita www.cemexusa.com. ZZCCMC—X ; f-a Ch E do ail> (� f�rm;+ # I yo1-c�3�9 3 �05 .Share s��!e fir. ). o`� � / sf /r/ C'_arn d-6 o lum nS Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code / Date: Project Code: Project Name: Project P.O. Number: Order P.O. Number: Ticket Date: Delivery Address: Map Page: Map/Row/Column: Delivery Instructions: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # / Aulh Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: RECEIVED" WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SEP 17 WA SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: _ SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your,,safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information; and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL , INVOICE / - - This Delivery Ticket incorporates herein v erence Buyer's previously executed Cr (lit Application, i:f any, Seller's Standard Terms and Conditions, Seller's Quotatio, and Seller's Order Confirmation (inlimitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all. quantitiesCand items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to,be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with rnild soap and water after handling. Avoid breathing dust. if exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust .is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusacom. Este ticket de entrega incluye comp referencia al comprador (ya previamente ejecutada en su aplicac16n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantlas), con-ro acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el cornprador acepta los mis.mos ya antes mencionados y que las cantidades y materiales fueron entregados Como se expresa en el misrno. Acepta pagar el monto de acuerdo al contrcto-, al menos que se identi- fique con una nota al frente de este clocurnento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales comp piedra caliza, dolomita, granito, coca volcanica, arena, Brava y otros materiales silicios. I..os productos de cemento incluyen Ce.mepto de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados coma piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener rnas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en Jos ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritacion en .Jos ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trittn.-arniento, pulido, corte y/o perforaci611 puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, rnantenerse. en temperatura cdlida, reposar v tomar gr andes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberacion del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salad depende en la duracion y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para proteccion. Lavese ]as manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recornendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutes. Si se inhala polvo, expongase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a Tondo con agua. Acuda a atenci.6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann "power 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informacion visita www.cemexusa.com. 390-5 —'�Aiarc SiAe Dr -7 -r 4wk 1=1 C-MEX seam Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address': �7. y Delivery Instructions: Customer Job Number: Project P.O. Number: Order Code / Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: r Driver Number: Driver Name: i End Use: LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM: V I WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: 4-/ SIGNATURE LI LOAD WAS TESTED' BY:' Notice: Our drivers will make every effort to place me ' terials where the customer designates, but the SPECIAL TERMS: Anywater, added is at customers own risk. lfwater is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. (WARNING: Product may cause skin and/&r eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to,your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling inforrniati6n, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: ' within one business day after the receipt of materials. _, 68UNIVERSAL 2 INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatiyl, and Seller's Order Confirmation ( limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre _____ tic ).Seller will provide the Standard Ter 'onditions upon request. buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement. masonry, poz:zolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siticeous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust fronn handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner. Suite .1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www cemexusa.eom. Este ticket de entrega incluye corno referencia al comprador (ya previamente ejecutada en su apLicaci6n de credito): cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirrnaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares 3, condiciones detal- lados en caso de asf ser requeridos. Con este docu.mento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo a] contaato: a] menos Clue se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOIaANTES Los productos de agregados son materiales naturales como piedra caliza, dolorYllta, granito, coca volcanica, arena, Brava y otros materiales sil.icios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) ]a cual puede contener mis de 0.025% de silicoo cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n enlos ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforac16n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, rnantenerse en temperatura calida, reposar y tornar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci611 del amoniaco. La inhalaci6n del amoniaco ptaede causar Loser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salad depende en la duraci6n y el nivel de la exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos lids de los limites recontendados, use proteccion respiratoria. Primeros auxil_ios: En caso de contacto en los ojos, inmediatamente fluya agua en la pane afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci.6n medica inmediatamente si la iri•itaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexu5a com. ZZC MG X ecll Lo+- "I �- 4Beam (mn5 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Project Code: Project Name: Project P.O. Number: %! Ticket Date: Delivery Address: t7' Delivery Instructions: Order Code / Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: t A. LOAD CUMULATIVE � ORDERED 'T'T' QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY Cash Check # Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WADER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE C] LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herei r rence Buyer's previously executed 0 -A�'' ',pplication, if any, Sellers Standard Terms and Conditions, Seller's Quotati( 'may, and. Seller's Order Confirmation (i: limitations of wa ranties�, as if :fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities -and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregateproducts are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye Irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing an(] irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. I' exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to Fresh air. I:f wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial I-Ie.rmann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more infonnation please visit www.cemextisa.com. Este ticket de entrega incluye com.o refe.rencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmac.i6n del vendedor (con limitaciones y garantfas), eomo aeuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de as% ser reque.r.idos. Con este docu.mento, el comprador acepta Jos mismos ya antes menc.ionados y que las cantidades y materiales fueron entregados comp se expresa en el. rnismo. Acepta pagar el monto de aeuerdo al contacto; al mends que se identi- fique con una nota al frente de este dOCLlmento. AGREGADOS / C,EMENTO / PRODUC,TOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales eomo piedra caliza, dolomita, granito, coca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados eomo piedra caliza, dolornita, granito, rota volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicoo cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergieas en la pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Po.lvo del manejo en el trituramiento, pu.lido, torte y/o perforation puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser i.ngeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la Liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulrnones. Acudir inmediatamente al medico. El .riesgo en la salad depende en ]a duraci6n y el nivel de la exposici6n. Segu.rid.ad: Evite el contacto con ojos y contacto pro.longado con la piel. Use guantes, protection en los ojos y ropa Primeros ad.ecuada para protecti6n. Lavese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de Jos limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 15 minutes. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento Fresco tiene contacto con sus ojos, Iavelos a Tondo con agua. Acuda a at.enci6n medica inmediatamente si ]a irritacion continua. CEMEX, Memorial Herrmann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. flannbag & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, F.L 34982 (772)40-IS53 Fax 462-1578 CHANGE OF CONTRACTOR Or Subcontractor or cancellation ofperinii Chango of Contractor is to be completed by the property ortvner, and the new contractor of record for the eurreut.pexmit. A new permit application must also be completed Kdth new contractor information, signature, and trmafer fee. A new Notice of com>mencemot wwt be filed in the now contracior)s ;name for Job 'VDUs greater than S2,500 ($7,500 if AIC Change -out), A recorded copy must be submitted prior to eomintenciug any woxltw Subcontractor cb!artges can be completed by the general contractor. Any cancellation of permit must be executed by the osmer or qualifier of record. Date: % Y Site .Address; (Qr New Crezteral Contrac*(or Reason for Change Permit Number; i Livens 1.43 AM8 SLC License 'Ibe undersigned does .hereby agree to ind fy and hold h St. Lucie County, its of ems, agents, and empIoyees from all casts, fees, or damages axisiu4 feom any and all clarrus of action for any reason, WWoh may arise as a result of this change of contractor/subcontractor or cancellation of Permit �3ZG7TATURE O OF WNER (or owner/builder) PRINT State of Florfda, Caunty of $t Lucir Covaty SiguAtute of Notary ecknowledgcd before me chic wL bY _who fs personally t ow m me J es i>). FRMMS DONZA c EXPIRES: July 27, 2017 Bonded 11ru Notary Nbl7' UndaMi"Offs State of Florida, County of $4 Lueic Couuty le llowfng i dQy of 1 errt K aek wlcd�ed bdore me this G ` 20l� `L/ by or Ms produmd t � pets�onnlfy ow toow to u:c 1p, ftnaturr ptNotsry - - par es subcontractor °� SHREISS SCHWABof �1i,�o��,Teryz3�zo►sgp E R PERMIT # ISSUE DATE PLANNWG & DEVELOPMENT SEMCES Building & Code Compliance Division BUILDBN9 PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Conttaator Cerdfimdion Nwnber. State (TYPO of Trade) For the project located at (Project street or Fropeny Tax ID #) agreed to be the It is understood that, if there is any change of status regarding our participation with the above mentioned project, i will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCnv (No. 00400) BUSINESS QUALD R (Name of the Individn d shown on the Contractor's License) • P )k7? S1GNA )k'MT N" DA STATE OF FLoRIDA, COUNTY OF Mac. THE FOREGOING INSTRUM WAS SIGNED BEFORE ME TMS11L DAY OF a0 Bx L l�l vS W-90 IS PERSONALLY IodowN OR HA# eu A,S IDENTIFYrfATioN. W 0 (3'FA.Mi') RL-ind ATi IUMRU C PRINT NAM OF NOT ARY PUBL C SLCPDS: I2/16/2013 RSHREISS SCHWABMY COMMISSION # YFO40029 E)CPIRES. Febmary JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3982371 OR B,- 3659 PAGE 2010, Recorded 08/06/201, 09:43 AM Doc Tax: $875.00 Rec-$10.00 I D/S-$875.00 Corporate Warranty Deed This Indenture, made, July 25, 2014 A.D. Between Tarpon Flats, LLC, a Florida limited liability company, whose post office address is: 277 Poinct Suite 156, Pahn Be tda 33480, a limn liability company [sting under e a s of the to of FloridkGrantor JGd paid by the following d, that the said Gr for for and in con deTed, taf the receipvher of i eteby ackn leas pofjTend suNo/100 Dt n ed, bargained and sold to t ida, to wit: Lot 8, Tarpon Flats Subdivision, as per plat thereof, recorded in Plat Book 69, Page 27, of the Public Records of St. Lucie County, Florida. Subject to taxes for the current year, covenants, restrictions and easements of record, if any. Parcel Identification Number:1423-566-0011-000/1 it in hand brever, the And the said Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. Icer h isty S. Owen State of Florida County of Indian River The foregoing instrument was acknowledged before me this_day of July, 2014, by George W. Heaton, the Manager of Tarpon Flats, LLC, a Florida limited liability company existing under the laws of !hg-StatR of Florida, on behalf of the company. He is personally known to me or h oduced a v tfdTlrivees lic a as idenh ati Notary Prepared by: Patricia A. Hom, an employee of Oceanside Title & Escrow, 3501 Ocean Drive . Vero Beach, Florida 32963 File Number. H1407018AN ICIA k HORN Florida Corporate Deed/Letter Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 Fax 462-1578 CHANGE OF CONTRACTOR Or Subcontractor or Cancellation of Permit Change of Contractor is to be completed by the property owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information, signature, and transfer fee. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. Subcontractor changes can be completed by the general contractor. Absent extenuating circumstances, a cancellation of permit is to be executed by both the owner and qualifier of record. Date: Permit Number: /7U/ ,,�3 d -/ Site Address: 7 State License SLC License Ori 'nal General ntract or Subcontractor) State License CFc' o5"iSdb SLC License $(odg Yew General Contractor (or Sub ontractor) Reason for Change t The undersigned does hereby agree to indemnify and hold harmless St. Lucie County, its officers, agents, and employees from all costs, fees, or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit cannot be cancelled if work has been performed. �SiGNATURE OF OWNER (or o ner/`builder) PRINT NAME (J G// State of Florida, County of St. Lucie County The following m ent was ackno ledge/dJb/e�ore me this day o?l/. . 20by T who is personally know to me or who bay produced as ID. K!S 2t v s Signature of Notary Date *O change of FRANCES DONZA Rev `@d 7 f.'�1 / 14Y COMMISSION B FF 014010 EXPIRES: July, 2017 $f �' Bonded Thru Notary public Underwriters *Aq,GNATURE OF NEW GENERAL CONTRACTO PRINT NAME/� State of Florida, County of St. Lucie County The following i ent was ackno ledged before me this i S day of 20 l by who is personally know to me oC ho as produced as ID. Signature of Notary L Date subcontra FRANCESDON.A ` MY COMMISSION f FF'ti4070 " a EXPIRES: Jury 27 2(. 7 At',fl Bonded Th. Notary Publx Under ers ` >y` k ST• LUCIE COUNTY PUBLIC WORDS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): C 1 QW1 LXYNb CJ have agreed to be the (Company Name/Individual Name) sub -contractor for ?>Ros (Type of T a e) (Primary Contractor) for the project located at Il JJAL (Project treet Address orqrperty Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIIER (Name of the Individual shown on the Contractor's License) ORIGINAL SI NATURES ARE REQUIRED PRINT NAME DATE Business Name: Address: City/State/Zip Phone: OFFICE USE ONLY: C_ email: �b���lG1�LA W�� Cyq���-C�IfVIZSI� iex�S C. i-, Rn. Pre -Construction HE Termite Treatment ernvfironmeaatal sL`tWiCCS .1i% 0 ( - e-3 7670 Okeechobee Blvd., West ral each, FI. 33411 Phone: 1-800-285-7378 Fax: 561-684-0122 Property Information Treatment Date /= Time 2: -7c� Lot Subdivision Name Block �9os S'�ores,� i>r Street Address (If known) City State Zip Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction Type MlLnolithic ❑Floating/Stemwall ❑Patio DEntry ❑Driveway ❑Other: Product/Treatment Information Treatment Type: ®Underslab ❑ Wood Treatment Product: ❑ Disodium Octaborate �midacloprid ❑ Permethrin Concentration , 05" f® Square Feet Treated 2 VF& ❑ Patio/Driveway/Entry ❑ Final ❑ Bait System ❑ Other ❑ Cypermethrin ❑ Bifenthrin ❑ Other: Mixed Product Applied , /9 Linear Feet Treated ❑ If this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules established by the Florida Department of Agriculture and Consumer Services. ,,Ps G r a1j,:j,,,- Applicator's Name (please print) Applicator's Signature HES-TE019 09/12 Hulett Environmental Services© 2012 �154 26 16'� 16'4" y 21'4' YB"'4" FIRST FLOOR TRUSS LAYOUT p. �;a,,> �a.»rh`� •tom, SECOND FLOOR TRUSS LAYOUT I mo� -03 39 ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL FLOOR HANGERS ARE THA426 UNLESS NOTE,�pTHERWISE. ALL HANGE OR MASONRY BEARING HEIGHTS HANGER TAKE2K I 0 - 9'-4" HEIGHT 15) THA426 7) THAC426 lfflRR- ®- 22'-4" HEIGHT 2) HGUS26- - 0'-0" HEIGHT 0'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING. ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' (BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS. THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED D TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DU TI TO PREVENT DAMAGE OR PERSONAL INJURY.,,.,";'S„ "APPROVAL OF THIS TRUSS'�S N GES, BEFORE FABRICATION CAN BEGIN. V RIFY S, PITCHES, OVERHANGS, ELEVATIONS, & BEARI CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT" APPROVED BY: DATE: ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440 / 386-872-5098 / 352-429-7090 1.ONGWOOD / OPRIOND BEACH / AIASCOTTE rHOENIX REALTY HOMES L B IV TARPON FLATS DATE DRAWN BY JOB NUMBER -14 CH 6775 •wl l]3baa TOT-3 Zw aLw rmL+v,¢.n¢ O a¢r+lwe O umaa� �+ o 2 �• D1 r-'�oz mAoz nru-0s Z Z Z D in 'O K ;0 D m�r r D w OZ-1 C m Z n N n = O C pz �a� r mrdK m nZ �m m �o$o RD C) 00 Aiz ,We • O Hui � EPm v 313 I p loci { i9st L 8O m lam 7 xrsr¢mac•.t. Av® Dr9ArswL��et.xs �B9T" YSSOL. 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