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SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 11T FLR ELV MAX HGT FCONST TYPE OCCUP TYPE SEWER MAX OCCUP # OF FLRS SPRINKLERS =STORMWATE-R WATER LOT OF REC (after 1/90) LOT SPLIT REQUIRED LOT SPLIT APPROVED] LOT OF REC (before 1/90) LIBRARY ARKS hMPACTFEE ADMINST VARIANCE IMPACT FEE REPORT PUBLIC BID HABITABLE CODE IMPACT FEE AREA , PERMIT FEE RADON FEE SCHOOL IMPACT FEE GROSS ROAD IMPACT FEE CREDIT Y N TOTAL ROAD IMPACT FEE DUE_.:... ....... :.-::.,.::.._ SCHOOL PACT FEE CREDIT Y N TOTAL SCHOOL IM PAC T FEE _ - - - -- -- POLICE FEE FIRE FEE MIS FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL PERMITS REQUIRED Y N SPECIFY TOTAL of ALL FEES - - .........: ..:.. . REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE REVIEWED BY EXAMINNG/ DATE p �I�� IDI�( COMPLETE INITIALS; �FFzcrs olv�.: ` 1 �( (��( y PERMIT % 2BER: - `� -'�J 1 p� )ATE FILED: nECEIPT NO.: 'LAN REVIEW FEE: CERT. CAP. NO.: :ONCURRENCY FEE: RECEIPT NO.: _— ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED C,\E COG J N � -� St. Lucie County Building and Zoning 2300 Virginia Avenue . Ft. Pierce, FL 34992-5652 F�ORIDP 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION I. LOCATION/SITE ADDRESS: SITE PLAN NAME: 2. S/D NAME: 3. PROPERTY TAX ID #: cori-ion �Fi� To[nSliin �Fa� and 4. LEGAL DESCRIPTION (attach extra sheets if necessary): R 8. LOT 6. PAGE 7. BLOCK 5 _ PLAT NO- NO. BOOK_- NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS T 10. DE�SC�ION�OF CONSTRIJCION PROTECT OIL w C90. a i l" c' RIGHT: r zl tt 1 LEFT: r `t 11. SETBACKS (ACTUAL) FRONT: ��� B``�CK: �pSIDE �`� v SIDE �O 12. TYPE OF UCION ( T Check all appropriate boxes) CON STRUCTION S TR EXPANSION SAD DITION [] INTERIOR RENOV ATI ON ] NEW CONSTRUCTION (] COMMERCIAL INDUSTRIAL k] RESIDENTIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: / q / 15. Sq. Ft. 1stFloor: 14. Sq. Ft./CONSTRUCTION: �/✓/ 16. VALUE OF CONSTRUCTION: $ e amount of perm The value of construction is used to determine thit fees to be assessed. St. Lucie County reserves the right to question and/or modify the in& value of construction if it is demonstrated that the submitted figures are not consistent with similar types of c6ustruction activities. If the value is $2500 or mt RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 CERTIFICATIC-L I` - OWNER INFORMATION NAME: _ + ADDRESS: sty n_=1LS-1-, G „--- i t A a a- ? -CITY: P nr t St r „t-i A STATE: n'r ZIP 34952 PHONE (DAYTIME): (=) A 7 R 5 51 3 email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS,: CITY: PHONE (DAYTIME): ( ) STATE: N Al CONTRACTOR INFORMATION ST. of FL REG./CERT #: MC015 9 9 ST. LUCIE COUNTY CERT #: C) g a9 st BUSINESS NAME: Wynne Development QUALIFIERS NAME: ADDRESS: CITY: Pnri- qt T11c-i P STATE: FT, ZIP PHONE (DAYTMM): (-7-� st 7 R_ S S 1 3 FAX NO. (7 7 7)u 7 8_ 7 6 5 6. email: ARCHIT/ENGINEER: ADDRESS: 417 Con CITY: Rti, xt= STATE: jj!T ZIP 34996 PHONE (DAYTIlVIE): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP 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. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit an work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, a structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to anotl residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUF PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ' OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEF( RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, ; AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF TH PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACF CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS ST TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in cor with all applicable laws regulating construction and zonin . �; - A : t. `� . CONTRACT - .:� - - •- STATE OF FLORIDA STATE OF FLORIDA COUNTY OF 'St Lucia COUNTY OF �qt-_ ,.- —J e The foregoing ins ay s acknowledged The foregoing ins went was acknowledged' before me this ay of G�aT20�, by before me this _day of20&, by Ma tt-hacz r yl p WL, iffgo is erg sonally Matthew T.F1 a Wynne who is er�jonaI13 known to me or who has produced known to me or who has produced as identification. as identificatic -� Signature of NcUry --Db IZ-Q y A"N N /c7A-SKt j Type or Print Na o h BASKIN DOROTHY AN o�Pi1 *"e` �. Y� .�,: �I Public -State of flora a Commission No. =_ • My Cam. Expires oct 2, 2016 Commission # FF 015226 ft°p�� fibnded Through National Notary Assn. n1 �� tmeMRMMWIN BASKIN Notary Public - State of Florida My Comm. Expires 00416 Commission # FF 015226 Bonded Through National Notary Assn. NOTE: TWO (2) R ED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLY' THIS BUILING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBAS T IAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 December 1, 2014 14090432 Wynne Development Corp. 164 Mediterranean South Spanish Lakes # 1 Port Saint Lucie, Florida JOB # : 142123-1 d/ES/km RECEIVED JUN 2 4 .2015 ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 48 109.1 112.1 97.3 2. N. W. 40 107.5 95.9 3. Center 30 108.3 96.6 4. S.W. 38 108.8 97.1 5. S. E. 40 107.5 95.9 Soil Description: Brown Sand In Place Moisture: 7.4 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 112.1 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Com action Meets Minim�l�'f� ° 1u� fore F`oLin *I n.� 0-�)at sPLec Ily Submitte o. 6 832 . 114.0 l I I I I I I w I I I I I I I E I I I I I I I 113.0 G H I I I I I I I T I I I I I I 112.0 P c I I I I I I 111.0 F I I I I I I I I _.._I.._.. .._..I_.._.I._.._I.._.._ R I I I I I I I Y I I I I I I I I._.._I.._.. _..I _.I._.. I.._.. Grade. 8 9 10 11 12 13 14 15 �-,QRr, ,�` •C \�w ax qcle County Building Department Fax to //7 1 sp,2��1 E-mail to: dotty@spanishlakes.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 Moisture - % of Dry Weight / Julie E. Keller, P.E.: 68366 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT N6q-01k3z- PERMIT#: JOB ADDRESS: ��� �A; 4era n�w►� 1 vc! ��d��J CS _Yc PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: ns! We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance WT the standards of the National Pest Control Association. s1r ov LIP `� Square feet if area treated: 50 z Chemicals used: Percentage of solution: 06% Date of Treatment: Footing 1� Treatment Re -Treat Driveway 151 Treatment ar at ,Other, it D =1st Treatment Re -Treat Total gallons used: /5-6— Time of Treatment: ) Zi : � 0 $lab 1't Treatment Re -Treat Pools 1';' Treatment Re -Treat Perimeter for Final Inspection Signature of Extermi r (Vote. Mere must be a completed form for each required treatment orre-treatment and this form must be on the job s/te to be picked up by the inspector at time of each inspectlon or the scheduled Inspection w111 fail and a-re-inspec fon fee charged. . FBC104.2.6 Certificate of Protective Treatmentforpreventron of termites A weather resistantjobslte posting board shall be provided to receive dupllrata Treatment Certificates as each required protective ftwimentis =Pleied, providing a copy for the person the permit is Issued to and another copy for the bulldrng permit flies The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site locatfon, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treafent if the soil chemical barrier method for termite prevention is used, final extarlor treatment shall be completed prior to final build/ng approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. �E c St. Lucie County Building -& Zoning 2300 Virginia Ave `(pR�pA Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub-contractorsfor•the (Company/Individual Name) 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 & W Electric, Inc. 2045 ER0009416 ]Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas ,O)♦�'CE,VSEONZI PERMIT I I � 0 -2) 2 ISSUE DATE: NUMBER: PERMIT # ISSUE DATE „ PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division - JBUILDING PERMIT SUIT -CONTRACTOR AGREENJENT St. Lucie County Contractor CedTication Number. 2045 State ofFlorlde Certification Number (Vappticabte): ER0 0 0 S t)16 S&W Electric have agreed to be the (Company Name/Mvidual Name) F1 ectrical Sub -contractor for wYnne development Corp. (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 Ming a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name oftbe Individual shown on the Contractor's License) NOTAMIED SIGNATURES ARE REQUIRED Business Name: S&W Electric _ Address: _ 5 Q 1 _W . Coker Rd. City/State/Zip: art Pierce, FL _ 34945 Phone: (771) 464-6466 email: Lawrence Stubbs SIGNATURE PRINT NAME )DATE STATE OF FLORIAA, COUNTY OFA L. u-6 e- THE FOREGOING EMRUMENT WAS SIGNED BEFORE ME THIS 'j�\DAY OF BY )-aw On U WWHO IS PERSONALLY KNOWN �` OR HAS PRODUCED AS IDENTIFICATION. AA -A -AM &I n ATIIRE OF NOTARY PUBLIC 0 PRINT NAME OF NOTARY PUB SLCPDS:12/16/2013 (SWAMP) Comm sR. CUBB# EEEDGE 5209915 0 Expires October 21, 2016 8111W Thru Tmy Fain In—w=8W M57019 PERMIT # ISSUE DATE cs PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division J r BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (if applicable): CF C 1 4 2 8 4 5 8 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub -contractor forWynne Development Corp. (Type of Trade) 1 (Primary Contractor) For the project located at \� �&. R� (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) �T^ nFrnT E?k REQUIRED' Business Name: Address: City/State/Zip: Phone: Lindauist Plumbin 3185 Sneed Rd wade Case��\� SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF ST. "C THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF &-W ST , 20_2y BY _ 6u,,4 b F l,4SE WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. 4, (i, 6a;�, (STAMP) -Da go-rW N AN" SIGNATURE OV NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 °a ""�� DOROTHY ANN BASKIN �a1PRr''�6 i °. Notary Public - State of Florida •e My Comm. Expires Oct 2, 2016 "��FOFF`Op?,• Commission # FF 015226 '•� Bonded Through National Notary Assn. PERMIT # ISSUE DATE roi<P r x PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division u r BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 2 A S State of Florida Certification Number (If applicable): I CACO24 Comfort Control of St. Lucie County, Inc. have agreed to be the (Company Name/Individual Name) air conditioning Sub -contractor for Wynne Development Corp. (Type of Trade) tt (Primary Contractor) For the project located at ��9 \�-2c_\ • � \=, (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: Comfort Control of St. Lucie County, Inc. Address: 1 9nl Ri 1 tmnra Rt City/State/Zip: Port St. Lucie, FL. 34983 Phone: _ 785 _ 9 010email: Barry Zimmerman 9s �� PRINT NAME DATE AT A, COUNTY OF ST LU C /j!�_ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS S DAY OF ?QLf4&-u S , 20_LJ BY ,�J�},2�Q y Z mart G��'vn�trJ WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. (STAMP) SIGNATURE OONOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 DOROTHY ANN BASKIN e Notary Public - State of Florida c' + . • My Comm. Expires Oct 2, 2016 i9•F OF FL°p Commission # FF 015226 Bonded Through National Notary Assn. 01/24/2014 09:44 7728'�756 WYNNE BUILDf"" CORP PAGE 02/02 ANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (Itapplicable): T easure Coat Roofing, LLC have agreed to be the (Company NstneJIndividuai Name) Sub -contractor for w nne Development Corp -Roofing (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 filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004.00) BUSMSS QU A.LI'EER (Name of the Individual shown on the Contraotor's License) NOTARIZED SIGNATURES ARE REQUIRED BusinessN2me: Treasure Coast. Roofing, LLC Address: 11916- City/Stato/Zip: Part St Lucien FL. 34984 Pbo�ue: Brian Malone343-8308 email: 9�lxY SIGNAT PRINT NAME DATE STATE OF FLORMA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THE � 'V\D'AX OF � `1�1 .��_ , 20 BY\ \t1 6" `n WHO IS PERSONALLY KNOWN �_ OIt IIAS PRODUCED - - AS IDENTIFICATION. ffT � T,� �s SIGNATURE OF T X PUBPC PRINT NAME OF NOTARY YJBLIC (STAMP) SLCPDS:12/1,6=3 0" ..k, ROBERT J. BERQUIST * * MY COMMISSION # DD 975578 EXPIRES: March 28, 2014 1114r . f llle Bonded Thru Budget Notary Services ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:wk VQ� Part of 3414-501-1701-000/9- Section 26, Township 36s & Flange 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Peri-n..i.t. In accepti n.g this Final Development Permit, BP Number , I acknowledge that as owner oc the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is ne.itlier obliged norliable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne�``� Property Owner Name Property;Owner;,Sxgnaturep=`�ti� Date .._,_.... w... STATE OF FLOR'IDA, COUNTY OF S t- L u C 1 e ACKNOWLEDGED BEFORE ME THIS DAY OF 44 Ql- f S'— , 20-j Y BYMatthew Lyle Wynne WHO ISPERSONALLY KNOWN TOME ORW140O iASPR000CCD LjQ,�w a -VIM 4j:-0 SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTTFiCATION. IJo 12 a� Y !¢�r r� �i7�� � •� TYPE OR PRINT NAME OF NOTARY (SL•AL) COMMISSION NUMBER DOROTHY ANN BASKIN ;_°1.�, rotary Public -State of Florida My Comm. Expires Oct 2, 2016 /'111'1, Commission # FF 015226 °#OF P`o%% Bonded Through National Notary Assn. 05/26/2015 12:52 7728787656 WYNNE BUILDING CORP PAGE 03/03 Professional Insulators of South Florida FTC Insulationa justallation Certificate To: St Lucie County Date: May 19, 2015 Re: LotlBlock: Address: 164 Med Nortb Project: The undersigned hereby certifles that insulation has been installed in the above described property as follows: 1: ]Exterior CBS walls have been insulated with: Spray-ou Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: F i Foil Rock Wool Blankets Density: X Aluminum Foil IZ-Value: R 4.1, Rigid Board have been insulated with: chess /.sa —.7 R-Value: insulated with: Thickness in in Manufacturer: Density: R-Value: 3. Interior kneewalls have been Thickness in inches: Manufacturer: Density: 4. Garage partition walls of A/C been insulated with: Thickness in inches: Manufacturer: Density: R Value: 5. The following have been iasul 9.5" Owens area have Owens F General Coatract/Builder Competency 0 Professional Insulators of South Flor Insulation Contractor By: By: ,-On Cellulose glass Blow-u• Wool Blankets iuum Voil rethane Cell SFF �-on Cellulose glass Blankets on Barrier glass Blown lose Loose kill glass Blankets glass Loose Fill Wool class Blown glass Blankets Wool Cell SPIT 12/03/2014 17:06 7725896469 KSM ENGINEERING PAGE 01/01 KELLER, SCHLEICHER & MacWILLIAM ENGI*IEERING AND TESTING, INC. MARTIN (772) 337-7755 PC- BOX 78-1377' SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 MELBOURN> 321 708-8488 FAX (561) 845-8676 wWw.@KSNn pinQINE RI ST LUCIE (72) 229-9093 E-Mail: KSMCst?K$MEiVGINEERING.NET � ) C-A,' 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED December 1, 2014 PERMIT # ; =1L41L4�gC�4ORRO CONTRACTOR Wynne Development Corp_ JOB LOCATION 164 Mediterranean South Spanish Lakes # 1 Port Saint Lucie, Florida ITEM TESTED Compacted Foundation Fill JOB # : 142123-1 d/ES/km TEST LOCATION DEPTH A PEN DRY MAX, DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPAGTION 1. N.E. 0" - 12" 4$ 109.1 112.1 97.3 2. N.W. 40 107.5 it95.9 3. Center 30 108.3 96.6 4. S.W. 38 108.8 97.1 5. S.E. 40 107.5 95,9 Soil Description: Brown Sand , In Place Moisture: 7.4 Percent Optimum Moisture; 11.0 Percent Max_ Dry Density: 112A P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Rp[lpaction Meets �,, � F'er�i,.•T 'ding l'�n tdflatural Grade -Re d; `2 E. ,. 114,0 1 r� hole County Building Department Fax to."p??6i37"224 E-mail to: dotty@spanishlakes.corn Moisture - % of Dry Weight Ronald G. Keller, I? E.: 37293 / SI Lic, No.: 860 / Julio E. Keller, P.E.: 68366 JOSEPH E. SMITH, CLERK 'HE CIRCUIT COURT - SAINT LUCIE CODU', FILE # 3985556 OR BOOK'--_2 PAGE 2585, Recorded 08/15/2014 ai'i1:14 AM AFTER RECORDING -RETURN T0: PERMIT NUMBER: PLi, bin,rr it !.•ncr!nl r.:. a,..vrdiaa: ,,,; :, ^ n a d V J r NOTICE OF COMMENCEMENT \ The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1 I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3 4 J 4 — 5 0 1 —1 7 01 — 0 00 9 Spanish i SUBDIVISION BLOCk TRACT LOT BLDG UNIT -11 c1 —� Section 26 mownshio +6s. Rance 44E-_ G'c Q� �l I 2. GENERAL DES CRIPTIONOFEMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name b. Address 8000 S US" Suite 402, PSL r FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4,CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation ' 8000 S US1 Suite 402 PSL Fr 34952 772-878-5911 ll/„✓/ 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: J 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 ())(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 / B. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section i 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration dale of notice of commencement (the expiration dale is I year from the date of recording unless a different dart as specified) ,20_ f/6 / Matthew Lyle Wynne Vice —President Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Ofricer/Direclor/Pariner/Manager State of Florida County of fit _ f.Iirie The foregoing instrument was acknowledged before me this day of .20 By Matthew Lyle Wynne as V(� �FSfBf-7 (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of parry on behalf of whom instrument was executed) Personally Known or produced the following type of 1D. DOROTHY ANN BASKIN Notary Public - Stale of Florida 3 ; My Comm. Expires Oct 2. 2016 (Painted Name of Notary Public) (Signature of No Public) !' , ,� -�d>i Commission I FF 015226 " Nell Bonded Through National Notary Assn, Under penalties of perjury, 1 declare that 1 have read the foregoin and that the facts in it Y n belief (section 92.525. Florida Statutes . _ Signature(s) of ner(s) or Owner(s ' horized Officer/Director/Partner/Manager who signed above: By: By Rr, 0 V 30n001lanardi:q i STATE OF FORIDA ST. LUCIE COUNTY TIJISISTO TRUE AND CORR� TIFYT 0PHATv O fi %THE nRIiRINAL SE" E - SM 11 4 . '., f K planning & Development Sere ces Building & Code Regulation Division 2300 Virginia Ave ' Fort Piercer LPL 34302 772-462-2172 Fax 772.462-6443 CERTIFICATE of TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: Wm JOB ADDRESS: �� � YYb��� �„�� px BUILDER/CONTRACTOR: Abal PEST CONTROL CONTRACTOR: - - ,,e c. PEST CONTROL LICENSE #:_-� I ti . We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Z S/F Chemicals used: & - { , l ng' Percentage of solution: Date of Treatment: / Z I I - 1 Footing 1"t Treatment Re -Treat Driveway 1-11 Treatment Re -Treat Other 1� Treatment Re -Treat Total gallons used: Zi5S Time of Treatment: 9"" O O Slab �I' Treatment Re -Treat Pools 1" Treatment Re -Treat Perimeter for Final Inspection Signature of Extermina Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each Inspection or the scheduled Inspection W11 fall and a -re -inspection fee charged. F0C104.2.6 Certificate of Protective Treatment forprevention oftennites A weathern ststantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building pennit files The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site /oration, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention Is used, final exterior treatment shall be completed prior to final building approval. St ➢.ude County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cov r, fasting all the treatments and dates ®f applications. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT 3�q�1 PERMIT #: j o -0 314q JOB ADDRESS: 7 c. &vu, BUILDER/CONTRACTOR• ddfg& 9 P1 to H (,cn PEST CONTROL CONTRACTOR: — - P-e2it &&alG PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance w# the standards of the National Pest Control Association. Square feet if area treated:3 So r1r Zo o L-1 r= Chemicals used: Percentage of solution: 06 X Total gallons used: l Z o Date of Treatment: y - Time of Treatment: Footing - Slab _ . - . _ " _. . ,-._ — - -- 1- Treatment it Treatment Re -Treat Re -Treat Drive IFPools 151 Treatment Is' Treatment Re -Treat Re -Treat _Other*4:re-'a0t-m—e—nt Perimeter for Final Inspection � Re-Treat Signature of Exterminator Note.- There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled Inspection will fail and a •re -inspection fee charged. FSC104.2.6 Certificate of Protective Treatment for prevention of termites A weather reslsiantjobs/te posting board shall be provided to receive duplicate Treatment Certificates as each required protective owimentis completed, providing a copy, for the person the permit is Issued to and another copy for the bulld/ng permit files The Treatment Certificate shall provide the product used, Identity of the appllcalor, time and date of the treatment, site loratlon, area treated, chemical used, percent concentration and number ofgailons used, to establish a verifiable record of protective beabnent: Yffie soil chemical barrier method for termite prevention is used, final exterior baatmentshall be completed prior to final bullding approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. i TITAN r; CXWCRFRTIE . „ Thank you - We.apareciate your business, , Materials for Life" " Ticket no. U 9 oocrete" 4 .a 9 6EL V :I: -, RI-61) � . T,.��'.� y: f , Deliverydateyy/C)iJ.� 1�;' Plant �°E=�a Truck ! *�1 i river ��!1'+F,i-�-�{NCI� ��nI IL_L Truck size ``S'�'(i- Typejob'"'}J�K! f'E�� CustoifierCustomer nan'e!Jt!I'+.'L'.V M-11—L.. I;UkIUNt I k-;UlWD zone Tax CD Tarmac proje''d-'no'. '�' �• Customer P.O. no. Order no. jl i 1 t� i,-t Terms code t�Charge delivered 3O -C,.D. Tme due�rf •� z �'�D I I ' 2-Charge F.O.B. 4-C.O.D -F.O.B. Delivery nameland-adldressl:=• U1JU1\1I Y Lot ,Block {` County, is r7,�= ?: rr: rEara �a�a i.«�a 4 c'clra I i�l r z��rl 4� .'•! . ,fir, US 1 � 01TI f-1 T!7 S!='t�r�lI�iH L '.1JE DI -VD, T /1 1-0 iy��Ji� CF ?=1P,IFeqi11 Instructions ZILVD, T,/R TO JO '{� Slump5. 0 Quantity Product ; U/MI Unit price i Amount Load !:, Cufpulative Ordered .Code [__F�t'Description,_4I 71 :t57 fit( 1 � 1'i171 C-3CI( I%[il) t F(.:S , I.... SURCH19 L.D- 1 . 17117 (�'10 14 EiUV 1 I ON-SURCI-iC I_U Load - Arrive=job si Start disc ar'ae/ Finish dischargef� -Leave job site Arrive plant Subtotal s+• Sales tax rf �.� TOTAL' 4dditionallwater added to this concretewill: reduce its strength. Any water added is at customer's risk. Gallons of water added: Gallons of water added: Gallons of water added: Amt of CY Retained: ` Customer Approval: , Customer Approval: Customer Approval: Customer Approval: 1' Tested '(Tested properly No. �e _ Authorized and received by r M ❑ Yes ❑ No ❑Yes ❑ No I�i q 6- Safety is a constant state of mind, with every employee feeling responsible- and•empowered to act to cause him . and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: ` Block: Address: Correct Not Correct r`I ICTMIMID r`nov TITAN FLORIDA LLC f TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms aria egnditions ("Contract") and, if buying on credit, to Buyer s credit a� reement with Seller, incorporated herein by reference; all other terms, including any terns contained in Buyer's purchase order, are e�ccludct unless agj,t ed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be, construed in accordance with the laws of ti,e state of Florida. For al; disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal corms 'or the location or 11 6elivery site of the goods sold - hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without decuction, , ctaina ge set off o, . rL,e bacl.s. A. cash discount of 1 % 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of P/2% per month or the in, -.,,Till rr-re allowed by law will be imposed on outstaiicling and delinquent invoices from the date of delivery until paid. Buyer %%ill pay to -Seller all app, -ib1, federal,, state and local sales and use taxes. In addition to any other available rights-and.remedies, Seller will be entitfcd to recover from Buyer all cosy. ;;'collecticii and litigation including, bit -tot limited to, reasonable attorneys' fees. Seller reserves the right to MILtire payments in advance or to cancel the unfilled portiop of this Contract without notice in the event of Buyer default of any Contract provr$ions. or if the financial status of Buyer becomes impaired or deemed unsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not be"deemed a waiver of eny such right. 3. Regular delivety,hours are 7:00 a.m. - 5:00 p.m., .Monday through Friday. An additional chart may be added for deliveries outside of these hours and for any waiting/unloading periods -in excess of 60 minutes. Prices an: based on fill loads: ar� a0.ur• .",A charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 1'/2. cubic yards.... . 4. Buyer will give Seller at least 48 hours prior notice of the time 4nd,rate of requested deliveries. ;) a. iiedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatelY, itowe,l r, !in• : ives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For deliver -: yo d curb l'nos, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will ii,ii.• .in ,'k and 1 old Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limiter t , , .0ng char es, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return c'vlrp:. p..r truck f'or, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of rceuir;meits, (ii,*) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truer, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will. p, y all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods -to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACi standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION TIIE WAIRANTIES OF MERCHANTABILTTYAND FiT'NESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH iN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THiS LIMITED WARRANTY. a 9. Seller will not be responsible for slump, strength or quality of any concretclrLu''.: 1, wati;r or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled it &1_ »-" :- �s ith h, st construction practices. Seller has *no control over the placing or handling of concrete after unloading and does not gut ^ ` l'.,c a fished wor,, in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact v.,ith any mat'r'.al, su; aids- rsely impact concrete strength. I R Buyer Witt furnish any adntixtirres or ingredients i desires thUa Orr tr not regularly supnlicd by the Seller in the marketplace. Buyer will be solely respon- sible for -the effect of such admixture or ingredients on the concrete. Auy extra product %•:hick may be required in excess of the mix design quoted, or %which may be required to provide workability, strength. setting time or v ater/cement ratio. will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94 Concretr temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these condition, will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials orally i other cause whatsoever (other than failure to meet compressive strength. in which ever the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will 11-, reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deenic.' a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUM:, l E NCLS FC,l< N I1' ..Pia=IAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION. ANY ;),,V,tGES :" L.AI_ ;) TO DELAY, WHETHER BASED ON STATUTE, TOKI, CONTRACT, OR QTFIERWISE AND WHETI iER OR NOT ARIA ING FROM S " ` LER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WIEL-SELLER BE RESPONSIBLE FOR DAMAGE DUE TO TILE AC TIONS OF OTI-I.ERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LiMiTED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All Notices to Seller•will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Bdpch, FL 33441. 15. Severability. The unenforceability of any provision of thrti `;ontract will not affect the enforceability of any other provision of this' Contract, and each other provision of this Contract will be severable an(, eni'(NrcP,able to rl.e extent permitted by law. - WARNING: CAUSE`9's IRRITA: 11)_ °h j RIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESIIL,Y MIXED CONCRETt ,-t %Y CAL), _-fiR N IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITl', L1 / I-Y MIXTURES GEE INTO TIIE EYE, RINSE IMMEDIATELY WITH WAI,ER AND UETPROMPT MEDICAL ATTENTION. K ELP OUT OF RE,, 01r CHILDREN.' MATERIAL SAFETY DATA SHEETS.(MSDS) ARE AVAII 1fi',F AT WWW.TIT'ANAMERICA.COM. Rev'd 2-08 �l. Termite Inspection e5u5 Christ Is nor '772-323-7921 • Termite Pretreatment �� [Viet -A -Buff I' To Free: 1-877-365-9990 • Pest Control Termite • Rodent Service `� - Pest Fax: 772-340-5990 • Fire Ant Lawn Service Control, Email: Evictabug@gmail.com Whitefly Treatment Inc. 2373 SW Woodridge St. -Licensed & Insured Lic. JB175775 Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE 16L /' di TIME 1 t 36) DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME CONTACT PERSON STRUCTURE ADDRESS (LOTIBLOCK) V CITY, STATE, ZIP CODE dI COUNTY ( 7 t rl %. ii �' �- {� s rul 1'� @ -1,4 l i v%I". f ��ft �-'� .'� ` L w 1 i �!t NOTES ` L) -1 RCAI IYICIV 1 1 T FE AREA ❑ FLOATING ❑ MONOLITHIC 'kT10 ❑ GARAGE �Ll DRIVEWAY ❑STEM WALL/FOOTERS ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS ❑ TAMP & TREAT �(4'TREAT ONLY �_0 FINAL ❑ POOL DECK ❑ OTHER ❑ ADDITION PRODUCTS `l7 BASELINE ❑DOMINION 2LACTIVE INGREDIENT la BIFENTHRIN ❑ TERMIDOR SC ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT ❑ DISODIUM OCTABORATE TETRAHYDRATE — CONCENTRATION O06% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED i SQUARE FOOTAGE t P`+r% LINEAR FOOTAGE 0 0 SQUARE FOOTAGE VERIFIED OYES ❑ NO MEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET V 0 5 g015 t17 YES ❑ NO DETAILS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this lin""e 1-1 ~�' /'� 0 1%i%*'_��` FINAL STICKER ❑ ELECTRICAL PANEL ❑WATER HEATER �0/0THER , 1 1'k Payment Terms: Payment due at time of service. Date Date Applicator: (Evict A Bug Termite and Pest Utrol, Inc.) Customer (Property Owner or Agent) 56964562 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: D R i l'.! V IV .1 �3 C, I IL 0 F3 Project Code: Project Name: Ticket Date: Delivery Address: NEDY ",,'CPr 111-4 NORTI-1 Delivery Instructions: J-M r, i- , ( , L.. L) 1: --) i (-lCIS Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number. R G P G D N L'v Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On.Job: Slump: Truck, Number: Driver Number: Driver Name- End Use: `, � iP. 1. ..!?', ! i IE-L!. J"1D--'. - ;' I ,, �' A LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT C AC 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 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 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. retumed 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. 16BUNIVERSAL - T I z-".N INVOICE This Delivery Ticket incorporates here'- .v reference Buyer's previously executecn.Cred.it Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati f any, and Seller's Order Confirmation (: ding limitations of warranties as if aally set forth on this Delivery Ticket ("Agre,_ ___ it"). Seller will provide the Standard Ter....w __nd 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 chilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of Nvater. 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 1.5 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 corribined Houston, Texas 77024 02/12 For more information please visit www.cemeXL1saM11. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en sit aplicaci6n de cr6dito): cualquier t6rmino estandar. condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con lirnitaciones y garantfas), comp acuerdo total del ticket de entrega ("Contrato" ). El vendedor proveera los t6rminos estandares y condiciones detal- lados en caso de asf set- requeridos. Con este documento, el comprador acepta los mismos ya antes aiencionados y que las canddades y materiales fueron entregados con -to se expresa en el mismo. Acepta pagar el monto de acuerdcit contacto; al menos que se identi- fique con una nota at 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 IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolommita, granito, roca volcanica, 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 irritaci6n en Jos ojos, quemaduras en piel y Ojos, y reacciones al6rgicas en la piel. 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 temperatura caliza, reposar y tomar grander cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Ev.ite el contacto con ojos y contacto prolongado coil la piel.. Use guantes, protece.i6n en los ojos y ropa Priineros adCCuada para protecci6n. Ldvese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mds de Jos limiter recornendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los Ojos, inmediatamente fluya agua en la parte afectacla por .15 nninutos. Si se inhala polvo, exp611gase a afire fresco. Si el cennento fresco tiene contacto con sus ojos, lavelos a fordo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n contin6a. CEMLX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 corrmbinado Flouston, Texas 77024 02/12. Para mas informaci6n visita www.cemexusa.com. %TITAN %/ CONCRETE Materials for Life" gMncretd �r "Thank you - We appreciate your business" FORT PIERICE Fit Pr3 Ticket no. r Delivery date Plant Truck Driver Truck size Type job ! 3 � 1. 4 ir,;^:ti j :k :d. �'t<<9i'?? i f� li..iE'.d I L_Crf;i51 9. ; 34 { � �"�TfYi I Customer no ,_., ,� �.,_tLIIL'l�4�.'35 I Customer name -. Customer IeQ, )NE'v _ _ _ HPiLL. �'":LIP�jI. RE' E ?::UlN,ST Zone Tax CD � (Tarmac project no{, I Customer P.O. no. Order no. 1. p?Eak- �, (Terms code 7- har a delvered 3-C.o.D. 2 Charge F.O.B. 4-C.O.D -F.O.B. Time due I -. -,•r Delivery name'and address,: M ( 1N'd"Y Lot Block County 164. P.J._ VID !='t; 4"7°" I..,.U1C, I E: 1 PC' A CI S,t"-1 '•r•i"'t C--1r!",`rhITL-,I'i I x"]!Y"",0-" 151' itT1, 'T fi TJ-; h",E. Y5'f'F"F: a F" lfctrC31A ' Instructions,.TO JOK slump Quantity �] Rroduct _ .U/Nt Unik priceAmourit , Load r� Cumulative Ordered ri Code - Description ,: ;• tG:! % � :' Q ,..;d f.0 t-i B, 41P .i E. i..a lei t+�41'1 i A El P, M- j t�ifr? b �'rp�.lb: ,;hir; �•�i_ll-:.l�. -,:�yt i�t-`;..ilk �_°y.3 • I 01,61i 8,I il; CO. 4 EP-V ±. R N S U a :b { a j...�: I , F � Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax, TOTAL: 9 Additional water added to -this concrete will reduce its,strength. Any water added is at customer's risk.,i Gallons of water added: Gallons of water added: Gallons of water added: _ ''Amt of CY Retained: ' Customer Approval: Customer Approval: Customer Approval: I Customer Approval: Tested Tested properly No, Authorized and received by ❑ Yes ❑ No ❑ Yes ❑ No Safety is a constant state of mind, with every employee feeling responsible' and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct PI ANT t' C1Pv TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terills and cond -0i's ("Contfaci-) and, ifbuyhif_x on credit, to Buyer's c� lit lcement with Seller, incorporated herein by reference all other terms, including any terms contained in Buyer's PU(-CIWSC order, are excluded an, _s ziced to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and vernic of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day month onth following the month ot'delivery, vjtfiout deduction, retainage, set off or charge backs. A cash discount of I % 101' proximo may be deducted if no previous balances are past duc. Interestatthe lesser of 1'12% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices front the (late of dLlivcry andl paid. Buyer will pay to Seller all applicable fedcral,'statc, and local sales and use taxes. In addition to any other available rightsand remedies. Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status ol'Buyer becomes impaired or deemed unsat- ist'actoryto Seller. Failure of Sel lei- to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours aric 7:00 a.m. - 5:00 p.m., Monday thrOMY)i Frcharge An additional charge may be added for deliveries outside of these hours and foranyWaiting/unloading periods in excess of 60 rninutes..Prices 'arc based or, full loads, an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 1'1t cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery scheduleswill be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved street,,,,. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and SdIler's return charge per truck for, (i) orders not cancelled at least One hour prior to dclibery time, (ii) concrete delivered, due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches, 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTNI standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable. American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI")standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203. as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WM'ITOU'fLI.MrfATiON THE WARRANTIES OF MERCI IAN-rABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH. IN TEAS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality ol'any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has -no control over the placing or handling of concrete after unloading and does not --guarantee the finished work in -,vhicli it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact With any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required 1(;prc)vjde workability, strength. setting , time or water/cement ratio, will. result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with. ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Airy requirement beyond these conditions will require the itriplementation of controlled measures during production at the expense of Buyer. 12. Buyermust give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in! which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claim-, against Seller. 13. SEI - I_,ER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCE'S FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMI'l.'NI-ION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WIIE'ri iER OR NOTARISING FROM SELLER'S NE(ILTGENCE, STRICTUABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUI TO f E ACTIONS OF OTHERS ORTHE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO Tf IE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 3344 1. 15. Scverabjlity. The unenforceability of any provision ol'this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT FRESHLY MIXED CONCRETF. NIAY CAUSE SKIN IRR.ITXFION OR INJURY AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WfTH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH, WAI'ER AND GE'I'PROMP'I'iMEDICALA'I"I'EN't ION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (,MSDS) ARE AVAILABLE AT WWW.TITANAMERICA.COM. Rev'd 2-08 TITAN C(?NCIF ETE "Thank you - We appreciate your business" Materials for Life' Ticket no. gn"crete FORT PIERCE S:,:• FT P-ITEIR)CE, FL_ -34982 I Delivery date Plant JTruck Driver Truck size Type job If+S,`1�1/15FWti itl<< [,ILCI-IRIT, DUANE I1nI:1 I7RIVW Customer no. Customer name Zone Tax CD W1W.4535 I Ror,NE`! HAL-1_ COI',ICRETE" CONST I Tr - Tarmac project no. I Customer P.O. no. Order no. I Terms code 1-Charge delivered 3-C.O.D. Time due 441031 3I21 107 4 21Charge F.O.B. 4-C.0.1) -F.O.B. 0 6 o 57 Delivery name and address Lot Block County vT LUC:IE COUNTY u71I.7 SEC O YA WAY, FT PIERCE Instructions 1,95 NOR'I'W TO INDRIO Rig, -f-/R TO L_f='KES F1 )D, T/L TO Slump AOUILA AVE, T/l_ P-) ShCOYA WAY. 7 . 01, Quantity Product i U/MI Unit pace ;Amount Load I Cumulative 1 Ordered I Code I Description 1. 1.1 00 I. 00 1. 1711A ,--. 1. IZ0 00 CAI 1 If71 801 MI 05 R I O 2500 ' i1:57 01 MAS T F_`' Rf IBER 1171-. 73 17-I€71 7 FUEL- SURC H6 IZ11 4- ENV I RON OUi- CI-16 Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal lP ; Sales tax .�� TOTAL kdditional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: a�.�i Gallons of water added: Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested j Tested Rroperly No. Authorized and received by _ ❑ Yes No ❑ Yes ❑ No 4 _'_ 01 X�/" (�—fir/ - -i•� Safety is a constant state of mind, with every employee feeling responsible and empowered.to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct ('.l IRTnnnFR rnr)v TITAN FLORIDA LLC - TERMS AND CONDITIONS OF SAI. P. E 0 1. All sales will be subject to these'terms and conditions ("Contract") and, ifbuyiug on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order; are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last clay of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 101, proximo may be deducted if no previous balances are past due. Interest at the lesser of 1'h% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will net be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Fricay. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are b�seci on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is i `h cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered clue to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time ot'discharge from the trick, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION TIIE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE; HERE-9V EX.PRFSSLY-EXCLi iDFa TI-M REMEDY SET-FORTF1 ?N THIS S1 CTI^N-S IL-11 17COINS" ITUTE THE SOLE REMEDY OF BUYER UNDER THiS LIMITL:D WAR i!A,,fl'Y. 9. Seller will not be responsible for slump, strength or quality o+' any concrcte to which water or other material. has been added by or on behal; of Buyer. Buyer will be responsible to see that the concrete is handled in acco dance with best construction practices. Seller has no controi'over the placing or handling of concrete after unloading ant does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adverse Iy'impact concrete strength. 10. Buyer will furnish any admixtures or ingredit nts it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon Bible for the effect of such admixture or ingredients on the concrete. my extra product which may be required in excess of the mix design quoted, o which may be required to provide workability, strength, setting time of ,ater/cement ratio, will result in an additional ingredient charge payable by Buyer- 11. Concrete will be batched and delivered in accordance with ASTM C-(id. Concrete temperature will be dictated by the environmental and material condi• tions at the time of delivery. Any re,mirerrient beyond these condition, will. require the implementation of controlled measures during production at tbr- expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other thoa failure to meet compressive strengfn, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice witbiu such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LiABLE UNDER. ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, —ONTRACT, OR OTHERW' E. AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICTLIABILITY OR FAULT, IN NO VENT WILL SELLER BE tESPONSIBLE FOR DAMAGE D'U'E TO THE ACTIONS OF OTHERS ORTHE FAILURE OF BUYER TO COMPLY " 'PT ITS OBLIGATIONS SELLER'S LIA131LiT'Y FOR ANY CLA1 \4S, WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD (J;\ .,,. THIS CONTRACT. 11. Notice \Il noticA to Sellc:; will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deertiel Beach ;/L 33441. 15. Severer `ne unenforceability of any provision of this Con+Tact .a ill not affect the enforceability of any other provision of this Contract, and each othr, Pr, ,sion'of this Contract will he severable and enforcea;ile , ) 0,e extent permitted by law. N`�ARNING: CAUSES SKINIT I ITATION - INJURIOUS TO EYES. COi`:TAI ' • PORTLAND CEMENT. FRESIRY MIXED CONCRETE Mi'W CAUSE. SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHi Rl' _)SSIBLE. WASH EXPOSED AREA)' PROMPTLY WiTIi WATER. 11' ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITi i '',AT'ERAND GET PROMPT" MEDICALAI'T'ENTION, KEEP OUT OF T T-A;. If OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAPU ABLE AT WWW.TITANAM..ERICA.COM. Rev'd 2-08 ,Jer:Nte Inspection • Termite Pretreatment - Pest Control - Rodent Service - Fire Ant Lawn Service: • Whitefly Treatment Christ is Euicf A -Bug q Termite & M Pest Control; Inc. T--'2-323-�921 Toll Free: 1-877-365-9990 Fax: 772-340-5990 Email: Evictabug@gmail.com 2373 SW Woodridge St. Licensed & Insured Lic. JB175775 Port St. Lucie, FL 34953 ;Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION, I FIRE ANT SERVIOE " I yy TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE 7` C� �i 15 TIME DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME { J I CONTACT PERSONol STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE COUNTY E , 70 _.ti�1 i , o �i i1 �1 «�a�� �� i l i, �.� i �AC. I,IL NOTES () A 3 � cuj� ,i 1 e1 4 f,..tc. :> era ,wo TREATMENT TYPE/AREA TREATMENT ' ❑ MONOLITHIC O�PATIO ❑ GARAGE DRIVEWAY ❑ STEM WALLIFOOTERS ❑ CUTOUTS ❑ FOOTER ®'FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS ❑ TAMP & TREAT ,O' TREAT ONLY '171 FINAL ❑ POOL DECK ❑ OTHER ❑ ADDITION PRODUCTS EI BASELINE ❑ DOMINION 2LACTIVE INGREDIENT (❑ BIFENTHRIN ❑ TERMIDOR SC ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT _ I7 DISODIUM OCTABORATE TETRAHYDRATE — CONCENTRATION I �&.06% ❑ .12% ❑ .25%r ❑ .05% ❑ 23% SQUARE FOOTAGE SQUARE FOOTAGE VERIFIED t/❑�YES ❑ NO JOB READY CONDITIONS MET -dI ES ❑ NO ❑ 9% ❑ OTHER GALLONS APPLIED LINEAR FOOTAGE G 00 ❑ MEASURED OR VERIFIED PLANS J ! n DETAILS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line �l ! 1--4� f FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER 'EI-OTHER Payment Terms: Payment due at time of service. Date Date a Applicator: (Evict A Bug Termite and Pest Control; Inc.) Customer (Property Owner or Agent) 04/08/2015 15:36 7728787656 06/18/2014 15:29 77287876561 WYNNE BUILDING CORP WYNNE BUILDING CORP PAGE 02/06 PAGE 02/03 St- Lucie Cotmty Building & zooing Department 2300 Virgioia Avenue For&'nerce, FL 34982 772-462-216.5 Fox 772-"2-6943 Reouest for 30-Dag Tempe rnr Power'Release Property Address: \N f � THE UNDERSIGNED E)RE3BY REQUEST RE"ASE OF ELECTRICAL POWER TO TRB ABOVE DESC ED PROPERTY,. FOR A PERIOD NOT TO EXCEED THMTY (30) DAYS, FOR THE PURPOSE OF T-ESTING SYSTEMS AND EQUWMIENT IN PREPARATION FOR FMAE INSPECTION, ii CONSIDERAT1014 OF APPROVAL OF TkM REQUEST WE HEREBY ACKNOWLED GE AND AGREE A.S POLLO S: 1. This te:tVarary power release is rt guested for the above stated p00we only, azxdtbere.wili be no oCCUPMICY of M tYM Otlle=IBM final perVtgtted bey cOnstructiOn during ibis time q_ierlod. 2_ A q'witums by onx signature,; we bEemUY agree to abide by all term and condkions of tyhfs ap*ameut, irechic lag Md jiog DivfS on Pblicy, wMcb tS incorporated berw.n by refeemcs. 3. A;ii condid#one and requiftments listO In the attached document entitled "Regnit'ements for 30 Day Power for Tes6n&71 have bear; iixifxiied and the premise Is ra9dy rar compliance irlsp wtift- 4. ,All requgb for an exten6lon beyond 30 days inust be mde in w4ting to the gadding Offirisei stating the ream for the rcgnest_ P9weK may be cennoved ba m the site an4for a Stop Work Order limued ff the Final Inspection has not been approved wftbin. M days. A fee of $100.00 will be required -to lift. the Stop Work Order. WE HEREBYRELEASE AND AGRECAVHOLD HARMLESS, ST. LUCU COUNTY, AND THEIR EMPLOYEES FROM ALL LLAXgLIT ES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISB NOW OR IN THE FUTLW OUT OF TM5 Tx,ANSACTION� INCLUDING ANY DAMAGE WRICD MAY BE INCURRED IPi: R TO rAR DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. EMENT. RECEIVED P7' .09 ?115 - oia Qj k4 p DID Cki FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CARLTON 2 CAR GARAGE Builder Name: Street: SPANISH. LAKES Permit Office: City, State, Zip: FT. PIERCE. FL, Permit Number: Owner: `��-a `�.j� Jurisdiction: Design Location: FL, Fort Pierce , 1. New construction or existing New (From Plans) 9. Wall Types (1712.0 sqft.) Insulation Area a. Concrete Block - Ird Insul, Exterior R=4.1 928.00 fN 2. Single family or multiple family Single-family b. Frame - Wood, Adjacent R=11.0 400.00 ft' 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.3 384.00 ft' 2 d. N/A R= ft' 4. Number of Bedrooms 10. Ceiling Types (1565.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1565.00 ft' 6. Conditioned floor area above grade (ft) 1565 b. N/A R= ft' ft' c. N/A R= Conditioned floor area below grade (ft) 0 11. Ducts R ft' 7. Windows(126.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6., 168 a. U-Factor: Sgl, U=0.50 126.25 fe SHGC: SHGC=0.32 12. Cooling systems k _ cie b- U-Factor: NIA a. Central Unit 5.0 R:15.00 SHGC: c. U-Factor: N/A ft' 13. Heating systems r Efficiency SHGC: d. U-Factor: N/A ft' SHGC: a. Electric Heat Pump 35.0 HSPF:9.00 Area Weighted Average overhang Depth: 2.000 It. / 14. Hot water systems i Area Weighted Average SHGC: 0.320 a. Electric Cap: 40 gallons S. Floor Types (1565.0 sgft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1565.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 24.64 PASS Glass/Floor Area: 0.081 Total Standard Reference Loads: 32.14 I hereby certify that the plans and specifications covered by Review of the plans and Q_,VHE Sr this calculation are in compliance with the Florida Energy specifications covered by this ``� Code. cal ulation indicates compliance q�+ii,4� •' _', w' h the Florida Energy Code. PREPAR BY- efore construction is completed 99 DATE: - this building will be inspected for compliance with Section 553.908' ° v building, as designed dance Florida Statutes. �,C v I hereby certify that this Op WE,� with the Florida Energy Code. DOWNER/ '' �.. BUILDING OFFICIAL: DATE: -„ DATE: 8/7/2014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT CARLTON 2 CAR GARAGE Bedrooms: 2 Address Type: Street Address Title: Conditioned Area: 1565 Lot # Building Type: User Total Stories: 1 Block/SubDivision: Owner: # of Units: 1 Worst Case: PlatBook: Street: SPANISH LAKES Builder Name: Rotate Angle: Cross Ventilation: 0 0 No County: ST. LUCIE COUNTY Permit Office: Whole House Fan: Yes City, State, Zip: FT. PIERCE, Jurisdiction: FL, Family Type: Single-family New/Existing: New (From Plans) Comment: CLIMATE / V IECC Design Temp Design Location TMY Site Zone 97.5 % 2.5 % FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 Int Design Temp Heating Winter Summer Degree Days Design Daily Temp Moisture Range 70 75 722 62 Low BLOCKS Area Volume Number Name 1 Block1 1565 12520 SPACES Area Volume Kitchen Occupants 1565 12520 Yes 4 Bedrooms 2 InfiIID 1 Finished Yes Cooled Heated Yes Yes Number 1 Name Main FLOORS Space Perimeter R-Value Main 187 ft 0 Area The Wood Carpet # Floor Type 1 Slab -On -Grade Edge Insulatio 1565 fN -- 0 0 1 ROOF Roof Gable Roof # Type Materials Area Area Color Solar Absor. SA Tested Emltt Emitt Deck Pitch Tested Insul. (deg) / V 1 Hip Metal 1695 ilz 0 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1565 f12 N N CEILING Space R-Value Main 30 Area 1565 ft' Framing Frac 0.11 TrType Wood # Ceiling Type 1 Under Attic (Vented) 8/7/2014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Cavity Width Height Sheathing Framing Solar Absor Below Grade°J Adjacent Space Ft. to Ff In_Frarmon 1 N Exterior Concrete Block - Int Insul Main 4.3 48 8 384.0 ft' 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 4.09999 34 8 272.0 ft' 0 0.75 0 _ 3 S Exterior Concrete Block - Int Insul Main 4.09999 48 8 384.0 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 4.09999 34 8 272.0 ft2 0 0.75 0 _ 5 N Garage Frame -Wood Main 11 50 8 400.0 fF 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 S Insulated Main None .46 3 6 8 20 ft' WINDOWS Orientation shown is the entered, Pro osed orientation. Overhang Wail ID Frame Panes NFRC U Factor SHGC Area Depth Separation Int Shade Screening # Omt Yes 0.5 0.32 27.0 ft' 2 ft 0 in 6 ft 0 in Drapes/blinds None 1 N 1 Metal Single (Tinted) 1 Metal Single (Tinted) Yes 0.5 0.32 40.0 ft' 2 ft 0 in 6 ft 0 in Drapestblinds None 2 N 2 Metal Single (Tinted) Yes 0.5 0.32 ft 39.8 ' 2 ft 0 in 6 ft O In Drapes/blinds None 3 E Metal Single (Tinted) Yes 0.5 0.32 13.5 fN 2 ft 0 in 6 ft 0 In Drapestblinds None 4 W 4 Metal Single (T-inted) Yes 0.5 0.32 6.0 ft' 2 ft 0 in 6 ft 0 in Drapestblinds None 5 W .4 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation # 1 1040 ft' 1040ft' 50 ft 8ft 11 INFILTRATION SLA CFM 50 ELA EgLA ACH ACH 50 # Scope Method 1 Wholehouse Best Guess .0005 2052.5 112.68 211.91 .365 9.8363 HEATING SYSTEM Subtype Efficiency Capacity Block - Ducts # System Type 1 sys#1 1 Electric Heat Pump None HSPF: 9 35 kBtuthr COOLING SYSTEM Subtype Efficiency Capacity Air Flow SHR Block Ducts # System Type SEER: 15 35 kBtulhr 1050 cfm 0.75 1 sy5#1 1 Central Unit None 8/7/2014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSEC Cert # Company Name System Model # Collector Model # Area Volume FEF None None fN DUCTS — Supply —' — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 168 fY Attic 25 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Heating Jan Feb [[ jj Mar (X) Mar ] j ] Apr Apr May [X Jun rlJul May Jun Jul I IM Aug Au ri Se SeP (] j ]Oct Oct [ j Nov [Nov Nov Dec Dec Dec Jan Feb [[XXI Mar [X] Apr aJun Jul Aug Se [X] Oct [X] Venting Thermostat Schedule: HERS 2006 Reference Hours 12 Schedule Type 1 2 3 4 5 6 7 8 9 10 11 Cooling (WD) PAM M 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) PAM M 78 78 78 78 78 8 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) PM 68 68 68 8 68 68 68 68 68 68 66 66 Heating(WEH) PM 68 68 68 68 68 68 68 68 68 68 66 66 8/7/2014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations DetniApntial 1A/hnlp Ruildina Performance Method ADDRESS: SPANISH LAKES PERMIT # FT. PIERCE, FL, .. A \If1A r^cy cr.nl uRFMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. 403.1 At least one thermostat shall be provided for each separate heating Thermostat & and cooling system. Where forced -air furnace is primary system, controls programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. ventilation No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas & Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Sizing calculation performed & attached. Minimum efficiencies per Cooling/heating 403.6 Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/712014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 77 The lower the EnergyPerformance Index, the more efficient the home. SPANISH LAKES, FT. PIERCE, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 928.00 iP 2. Single family or multiple family Single-family b. Frame - Wood, Adjacent R=11.0 400.00 ft' 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.3 384.00 ft2 2 d. N/A R= ft2 4. Number of Bedrooms 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1565.00 ft' 6. Conditioned floor area (W) 1565 b. N/A R= R= ft' ft2 7. Windows" Description Area c. NIA 11. Ducts R ft' a. U-Fector: Sol, U-0.50 126.25 ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 168 SHGC: SHGC=0.32 b. U-Factor: NIA ftZ 12. Cooling systems kBtuRtt Efficiency SHGC: ft' a. Central Unit 35.0 SEER:15.00 c.`SHGC:. NIA SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 35.0 HSPF:9.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1565.00 ft' a. Electric EF: 0.92 b. N/A R= ft2ftZ b. Conservation features c. N/A R= None s le, o c Pstat I certify that this home has complied with the Florida Energy Efp6iency Code for Building O�TRE s1r Construction through the above energy sa ' ures whit will be installed (or exceeded) in this home before final inspection. e s a new EP Display Card will be completed based on installed Code com ur gitni ,�. At k¢i'f yt nay.... -I•o-. Ci lldt3 Slgnaure 1. A �;. Date: B`u Address of New Home: �L\� , City/FL Zip` jam, ��CpD WE 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. -Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software i Project Summary Job: +�+ wrightsoft" Date: Entire House By QUICK CALCS, INC. 317 ST. LUCIE LN„ FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: OUICKCALCS@AOL.COM Project• • For: CARLTON 2 CAR GARAGE SPANISH LAKES, FT. PIERCE, FL Notes: Design • • Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 %, Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17886 Btuh Structure 17149 Btuh Ducts 5866 Btuh Ducts 8869 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23752 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 24717 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2042 Btuh Ducts 2414 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1565 1565 Equipment latent load 4456 Btuh Volume (ft3) 14664 14664 Air changes/hour 0.38 0.20 Equipment total load 29173 Btuh Equiv. AVF (cfm) 93 49 Req. total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model 25HPA536H31 Cond 25HPA536H31 AHRI ref 3257878 Coil CAP**3621A**+58CV(A,X)110-20 AHRI ref 3257878 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 24500 Btuh Heating output 35200 Btuh @ 47OF Latent cooling 10500 Btuh Temperature rise 27 OF Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsoft• 2014-Aug-07 08:43:40 .� 9 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 1 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door (aces: N wrightsoft' Right-J® Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM 1 Room name Entire House MASTER BEDROOM 2 E)posed wall 138.0 ft 38.0 ft 3 Room height 9.4 ft d 9.4 ft heat/cool 4 Room dimensions 14.0 x 16.0 ft 5 Room area 1560.0 ftz 224.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuf✓ftz °F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ 13A-4ocs 0.143 ne 4.00 2.55 451 430 1724 1096 75 75 301 191 I-G 1A-c1om 1.270 ne 35.56 70.43 21 0 736 1458 0 0 0 0 T flocs 0.143 se 4.00 2.55 75 53 212 135 0 0 0 0 D 1113DA 0 0.390 se 10.92 11.31 22 22 242 251 0 0 0 0 11 13A-4ocs 0.143 sw 4.00 2.55 451 431 1727 1098 150 150 602 383 V 1A-ciom 1.270 sw 35.56 70.95 6 0 213 426 0 0 0 0 1A-clom 1.270 sw 35.56 70.95 14 0 491 979 0 0 0 0 13A-4ocs 0.143 nw 4.00 2.55 320 255 1022 649 132 108 432 275 ,A-clom 1.270 nw 35.56 70.43 12 0 415 822 12 0 415 822 IA-clom 1.270 nw 35.56 70.43 12 0 427 845 12 0 427 845 IA-clomd 1.270 nw 35.56 70.43 41 0 1451 2874 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 451 451 1150 579 0 0 0 0 C 16A-30md 0.032 0.90 2.32 1560 1560 1398 3619 224 224 201 520 F 22A-tpl 0.989 27.69 0.00 1560 138 3821 0 224 38 1052 0 6 c) AED excursion 1513 574 Envelope loss/gain 15029 16343 3430 3610 12 a) Infiltration 2858 806 787 222 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 17886 17149 4217 3832 Less extemal load 0 0 0 0 0 Less transfer 0 0 0 0 0 0 0 Redistribution 17886 17149 4217 383 2 14 15 Subtotal Duct loads 33% 52% 5866 8869 33% 52% 1383 1982 Total room load 23752 26018 5600 5813 Air required (cfm) 11671 1167 275 261 to meet all reauirements of Manual J 8th F� wrightsoft' Right -Suite® Universal 2013 13.0.15 RSUD8101 �P. CAProgram Files\CARLTON 2 CAR GARAGE.rup Cale = MJ8 Front Door faces: 2014-Aug-07 08:43:40 Page 1 -f'- wrightsoft' Right-M Worksheet Job: Entire House Date: BY: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS®AOL.COM 1 Room name WIC MASTER BATH 2 3 E)posed wall Room height 0 ft 9.4 ft heat/cool 8.0 ft 9.4 ft heat/cool 4 Room dimensions 7.0 x 9.0 ft 7.0 x 8.0 ft 5 Room area 63.0 ft2 56.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WKS Heat Cool 6 VM 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 0 L� 1Aclom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 13A-4ocs 0.143 se 4.00 2.55 0 0 0 0 0 0 0 0 T-D 11 DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 11 13A-4ocs 0.143 sw 4.00 2.55 0 0 0 0 75 75 301 191 1A-clom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 1Aclom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 I -G 1 A-c 1 om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1 A-c 1 om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1Aclomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 0 0 0 0 0 0 0 0 C 16A-30md 0.032 0.90 2.32 63 63 56 146 56 56 50 130 F 22A-tpl 0.989 27.69 0.00 63 0 0 0 56 8 222 0 6 c) AED a)cursion 0 0 Envelope loss/gain 56 146 573 321 0 0 166 47 12 a) Infiltration 0 0 0 0 b) Room ventilation 13 Internal gains: Occupants ® 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 56 146 738 368 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 1529%. 56 146 738 368 14 Subtotal 33%, 19 76 339/6 529/6 242 190 15 Duct loads 1 Total mom load 75 4 222 10 981 48 558 25 Air required (cfm) ons aooroved bvACCA to meet all requirements of Manual J 8th Ed. . A ' r wrightsof - Right -Suite® Universal 2013 13.0.15 RSU08101 C:\Program Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: 2014-Aug-07 08:43:40 Page 2 wrightsoft9 Right-J® WorksheetJob: Entire House QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name M. BATH LAUDRY 2 E)posed wall 7.0 ft 0 ft 3 Room height 9.4 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 1.0 x 61.0 It 6.0 x 6.0 ft 5 Room area 61.0 ft2 36.0 ft2 TY Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-oF) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VjJ 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 L 1 Ac 1 om 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 _G VL-D 13A-4ocs 0.143 se 4.00 2.55 0 0 0 0 0 0 0 0 11DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 11 13A-4ocs 0.143 sw 4.00 2.55 66 60 239 152 0 0 0 0 1A-clom 1.270 sw 35.56 70.95 6 0 213 426 0 0 0 0 ���--(GG 1Aclom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 VV��II 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 I--G IA-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1A-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1A-clomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 0 0 0 0 0 0 0 0 C 16A-30md 0.032 0.90 2.32 61 61 55 142 36 36 32 84 F 22A-tpl 0,989 27.69 0.00 61 7 194 0 36 0 0 0 6 c) AED excursion 165 0 Envelope loss/gain 701 885 32 83 12 a) Infiltration 145 41 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 846 926 32 83 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 846 926 32 83 14 15 Subtotal Duct loads 33% 52% 278 479 33% 520/6 11 43 Total room load 1124 1404 43 2 127 6 Air required (cfm) 551 631 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2014-Aug-07 08:43:40 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 3 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N wrightsoft' Right-M Worksheet Date: Entire House By. QUICK CALCS, INC. 317 ST LUCIE LN. FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name BEDROOM 2 DINING/GREAT ROOM 2 Exposed wall 12.0 ft 9.4 ft heat/cool 49.0 ft 9.4 It heat/cool 3 Room height 15.0 x 12.0 ft 1.0 x 568.0 It 4 Room dimensions 18D.0 ft2 568.0 ft2 5 Room area Ty Construction U-value 'F) Or HTM Area (ft2) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) number (Btuh/Wt (Btuh/ft2) or perimeter (ft) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VN 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 273 252 1009 641 I-G 1 Ac 1 am 1.270 ne 35.56 70.43 0 0 0 0 21 0 736 1458 VL-D 13A-4ocs 0.143 se 4.00 2.55 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 0 0 V�l13A-4ocs 11 0.143 sw 4.00 2.55 113 99 396 252 0 0 1A-clom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 1Aclom 1.270 sw 35.56 70.95 14 0 0 0 491 0 979 0 0 188 0 147 0 589 0 375 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 1 A-cl om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 IA-clom 1.270 nw 35.56 70.43 0 0 0 0 41 0 1451 2874 1 A-c l omd 1.270 0,091 nw M 56 2.55 70.43 1.28 0 122 0 122 311 157 0 0 0 0 P C 12C-Osw 16A-30md 0.032 0.90 2.32 180 180 161 418 568 568 509 1318 F 22A-tpl 0.989 27.69 0.00 180 12 332 0 568 49 1357 0 365 411 6 c) AED excursion Envelope loss/gain 1692 2170 5651 7076 249 70 10155 286 12 a) Infiltration 0 0 b) Room ventilation 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1941 2240 6666 7363 0 0 0 0 Less external load 0 0 0 0 Less transfer D 0 0 0 Redistribution 1941 �� 6666 7363 14 Subtotal 33% 52% 636 1159 33% 52% 2186 3808 15 Duct loads 2577 3399 8851 1117011 , Total room load 1 1 127 152 435 501 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �' wrightsaft" 2014-Aug•07 08.i Right -Suite® Universal 2013 13.0.15 RSU08101 Page age 44 CAProgram Files\CARLTON 2 CAR GARAGE. rup Calc = MJ8 Front Door faces: N + wrightsott° Right-J® Worksheet Job: Entire House Date: sy: QUICK CALCS, INC. 317 ST LUCIE LN FT PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name KrrCHEN Room9 2 Exposed wall 11.0 ft 9.4 ft heat/cool 5.0 ft 9.4 ft heat/cool 3 Room height 19.0 x 11.0 ft 10.0 x 5.0 ft 4 Room dimensions 209.0 ft2 50.0 ft2 5 Room area Ty Construction U-value Or HTM Area (ft2) or (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) number (BtUWft2-°F) (Btuh/ft2) perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vfl 13A-flocs 0.143 ne 4.00 2.55 103 103 414 263 0 0 0 0 0 t--G 1A-clom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 0 0 0 flocs 0.143 se 4.00 2.55 0 0 0 0 �13A D 11 DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 47 0 47 0 188 0 120 V�l13A-flocs 11 0.143 sw 4.00 2.55 0 0 0 0 11A-cl om 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 1A-clom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 VVV���l 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 -G 1 A-cl om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 0 1 A-c 1 om 1.270 nw 35.56 70.43 0 0 0 0 0 1A-clomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 0.90 1.28 2.32 122 209 122 209 311 187 157 485 0 50 0 50 0 45 116 C F 16A-30md 22A-tpl 0.032 0.989 27.69 0.00 209 11 305 0 50 5 138 0 1 0 6 c) AED excursion Envelope loss/gain 1217 9041 371 235 228 64 104 20 12 a) Infiltration 0 0 0 b) Room ventilation 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1445 968 475 265 Less external load o 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 1445 968 475 265 14 Subtotal 33 % 52% 474 501 330/ 52 % 156 137 15 Duct loads Total room load 1919 1469 66 631 31 401 18 Air required (cfm) 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . A wrightsoft" 2014-Aug-07 08:age 5 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 5 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N e +� wrightsoft' Right-J® Worksheet Job. Enure House Date: By: QUICK CALCS, INC. an ST I11CIE LN.. FT. PIERCE. FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: OUICKCALCS®AOL.COM 1 Room name HALL FOYER 2 Exposed wall 0 It 9.4 ft heat/cool 8.0 ft 9.4 ft heat/cool 3 Room height 5.0 x 5.0 ft 8.0 x 11.0 ft 4 Room dimensions 25.0 1112 88.0 ft2 5 Room area Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) (ft) Load (Btuh) number (BtU Wft2-°F) (Btutdit2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ 13AAocs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 0 L� to-clom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 flocs 0.143 se 4.00 2.55 0 0 0 0 75 53 212 135 �13A D 11D0 0.390 se 10.92 11.31 0 0 0 0 22 22 242 251 11 13A-4acs 0.143 sw 4.00 2.55 0 0 0 0 0 0 0 0 1 A-cl om 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 1 Ac 1 om 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 0 VVVVUU������11III/ 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 1Aclom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1A-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1A-clomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 207 0 207 0 527 0 265 P C 12C-Osw 16A-30md 0.091 0.032 2.55 0.90 1.28 2.32 0 25 0 25 22 58 88 88 79 204 F 22A-tpl 0.989 27.69 0.00 25 0 0 0 88 8 222 0 0 1 6 c) AED excursion Envelope loss/gain 22 58 1282 854 0 0 166 477 12 a) Infiltration 0 0 b) Room ventilation 13 Internal gains: Occupants ® 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 22 58 1447 901 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 22 58 1447 901 14 Subtotal 33 % 529/. 7 30 33 % 52%1 475 466 15 Duct loads 30 88 1922 1367 Total mom load 1 1 4 94 61 Air required (cfm) Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2014-Aug-07 08:43:40 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 6 . A CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: M11364 - 70' Royal with 2 car garage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Project Name: 70' Royal with 2 car garage Model: Lot/Block: Subdivision: Address: unknown City: St. Lucie County State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5.of the Florida Board of Professional Engineers Rules. - No. --- Seal# Truss Name Date No_. Seal# Truss Name Date 11 1 T6515418 Al __ 9/9/014 18 1 T6515435 KJ5 9/9/014 12 1 T6515419 I A2 1 9/9/014- 119 I T6515436 I KJ7 1 9/9/014 1 (3 T65154_20 _f A3 1 9/9/014 120 1 T6515437 I MV2 L 9/9/.014-J 4 1 I T6515421 I A4 1 9/9/014 1 1 1 1 J 15 I T6515422 J A 1 9/9/014 16 I T6515423 1 ATA 1 9/9/014 1 17- ... j_T6515424.......--..�..B.1 18 I T6515425 -- .. I B 19191014-1 1 9/9/014 19 I T6515426 I BHA 1 9/9/014 110 I T6515427 .1 D 1 9/9/014 1 Ill _IT6515428 IGRA 19/9/014 112 I T6515429 I GRD 1 9/9/014 113 I T6515430 IA 1 19/9/014 114 1 T6515431 I J3 1 9/9/014 115 I T6515432 J J5 19/9/014 116 I T6515433 I J7 19/9/014 1 117 I T6515434 J JX 19/9/014 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. %e�t t' IGO I NVF .� pP. • • <F °. ,.��G•E 1VSF•. / 68182 '. S TAT E OF :O ss10 N At E00%0` %� ��onn FL Cert. 6634 September 9,2014 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515418 M 11364 Al SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:13 2014 Page 1 ID:yDOdWMWeu99liJ70SDveiFyfR5h-J37V2uZhkpRAudAHyHDTj2WKpwlzvr1 b111 OJHyfLpi i1-0.Q 7-10-13 11-0.0 14-11-0 19-5-8 24-0-0 27-5-8 35-0-0 36.0.Q 1-0.0 7-ID-13 3-1-3 3.11-0 4-:1.4-6.8 3-5-8 7-6-8 1-0-0� 4.00 12 4x6 = 4x4 % 3x4 = 5x6 = 3x4 = 4 20 5 6 21 7 13 12 3x8 = 5x6 = 2.00 12 11-0-0 14-11-0 24-7-8 35.0-0 Scale = 1:62.9 3x12 = m 0 so d LOADING (psf) TCLL 20.0--Plates TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC201 DITP12007 CSI TC 0.57 BC 0.89 WB 0.67 (Matrix-M) DEFL in (loc) Vdefl Ud Vert(LL) 0.73 11-12 >579 360 Vert(TL) , -1.50 11-12 >281 240 Horz(TL) 0.42 9 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 157 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-2-7 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=117910-8-0 (min. 0-1-10), 9=1149/0-8-0 (min. 0-1-9) Max Horz 2=-117(LC 6) Max Uplift2=-833(LC 8), 9=-817(LC 8) Max Grav 2=1366(LC 2), 9=1332(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3002/1783, 3-4=-2700/1604, 4-20=-2553/1552, 5-20=-2553/1552, 5-6=-2917/1779, 6-21=-4491/2565, 7-21=-4491/2565, 7-8=-5205/2903, 8-9=-5620/3227 BOT CHORD 2-13=-1566/2838, 12-13=-1540/2912, 11-12=-2028/3719, 9-11=-2979/5351 WEBS 3-13=337/338, 4-13=-385/703, 5-13=-602/324, 6-12=-964/587, 6-11=-357/923, 7-11=-761/1482, 8-11=390/403 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; �tt11J �f ►�� (3-second gust) eave=5ft; Cat. II; `,QU I N V Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,� P`• ........ % �G •. �j' 3) Provide adequate drainage to prevent water ponding. 4) All MT20 ,0 ,. E N S `� F�'.• plates are plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 12. ; .' �, N( 68182 6) Plate(s) at joint(s) 12 checked for a plus or minus 3 degree rotation about its center. * �' 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will = fit between the bottom chord and any other members. -� 9) Bearing at joint(s) 9 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity Fof bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833 Ib uplift at joint 2 and 817 Ib uplift atjoint 9.11) O 4�19 "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design ofthis truss.'LOAD CASES) Standard ll A"1; �,`` FL Cert. 6634 September 9,2014 ®N'ARNrN5 -Verify design pasame DErs and READ NOTES ON 71,1ISAND INCLUDED 1417EKREFEREPAGE MII-7473 mx 1/2912016DEFOREU5E Design valid for use only with Mirek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Informatlon va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610-4115 If Southern PineISP� lumber is specified, the design values are those effective 06f Q112013 by ALSC Job Truss Truss Type Qly Ply 70' Royal with 2 car garage T6515419 M11364 A2 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:14 2014 Page 1 ID:yDOdWMWeu991iJ70SDveiFyfR5h-nF1 tGEaJV7Z1 WmITW?kiGG2QuJeDeE2kFPnarjyfLph i1-0-Q B-5-5 13-M 1111-0 22-0-0 26.2-4 35-0-0 6-0- 1-0.0 8-5-5 46-11 1-11-0 7.1-0 4-2-4 8-9-12 Scale = 1:62.9 �1 d 3x6 4.00 12 12 3x4 = 4x4 % 2Or3 I 4 19 5 5x12 = 2.00 12 20 5x8 = 3x12 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.68 10-11 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -1.42 10-11 >296 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.40 8 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix-M) Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1178/0-8-0 (min. 0-1-10), 8=1150/0-8-0 (min. 0-1-9) Max Harz 2=136(LC 7) Max Uplift2=834(LC 8), 8=-815(LC 8) Max Grav 2=1365(LC 2), 8=1333(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3033/1727, 3-4=-3013/1853, 4-19=2525/1576, 5-19=-2525/1576, 5-20=-2512/1564, 6-20=2512/1564, 6-7=5230/2942, 7-8=5555/3141 BOT CHORD 2-12=-1565/2810, 11-12=-1181/2324, 10-11=-1699/3277, 8-10=2886/5285 WEBS 3-12=-353/363, 4-12=-452/691, 4-11=-294/609, 5-11=398/352, 6-11=-884/451, 6-10=-126712473, 7-10=358/370 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. 11' Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 834 lb uplift at joint 2 and 815 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard U I N 1/V ,,p*/ OP•EN•F�'. i *; N 68182 *. T OF .'44/` 4#14, s,o G l� /111111 FL Cert. 6634 September 9,2014 ®WARMING -Verify design yarame rErs and READ MOTES ON INMAN) INCLUDED MrTE,KREFEREMf PAGE NII-1473 re a 112912014BUGREUSE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MiTek' Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the iVliTek` erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 li Southern Pine�SP� lumber is specified, the design values are those effective 06,�01/2013 byALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515420 M11364 A3 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:15 2014 Page 1 I D: y DOd W M Weu9g l iJ70SDve iFyfR5h-FSbFTabyG Rhu7wKf3iFxoTbbHjzO NjHuU2W 7N gyfLpg i1-0-q 8-0-2 15-0-0 20-0-0 26-2-5 35-0-0 36-0-0 1-0-0 8-0-2 6-11-15 5-0-0 6-2-5 8.9-11 1-0-0 r A �1 d 4.00 12 4x5 % 5x8 Scale: 3/16"=V 14 13 JX4 3x6 —_ 2x3 II 5x10 = 3x12 = 2.00 12 8-0-2 14-11-0 20-0.0 247-8 35.0-0 8-0-2 6-10-15 5.1-0 47-8 10-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.71 11 >593 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.16 11-20 >362 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2010/TPl2007 (Matrix-M) Weight: 158 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. . BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except MiTek recommends that Stabilizers and required cross bracing 6-11: 2x4 SP M 30 be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 2=1176/0-8-0 (min. 0-1-10), 9=1152/0-8-0 (min. 0-1-9) Max Horz 2=155(LC 7) Max Uplift2=-833(LC B), 9=-817(LC 8) Max Grav 2=1363(LC 2), 9=1335(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/1773, 3-4=-2982/1774, 4-5=-2349/1409, 5-6=-2599/1600, 6-7=-5201/2946, 7-8=-5465/3183, 8-9=-5576/3173 BOT CHORD 2-14=1561/2885, 13-14=-1561/2885, 12-13=-1091/2204, 11-12=-1312/2651, 9-11=2929/5303 WEBS 4-14=0/286, 4-13=-792/524, 5-12=-281/649, 6-12=-404/238, 6-11 =-1 533/2820, 7-11=-444/447 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833 lb uplift at joint 2 and 817 lb uplift at joint 9. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard kLWARNIAG-Verifrdesign pars W. and READ NOTESON7HISAND INCLUDED MrTEKREEEREHIE PAGE NII-7473 rea 1/29/20I4WOREWE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB.89 and BCSI Building Component Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. lifiouihernPine�SP lumberisspecified, thedesignvaluesarethoseeffective46j0112013byALSC FL Cert. 6634 September 9,2014 MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Type Qty Ply 70' Royal with 2 car garage JTruss T6515421 M11364 A4 SPECIAL 16 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:16 2014 Page 1 ID:yDOdWMWeu99liJ70SDveiFyfR5h je8dhwcal kpl14vrdPmALhBla7Jc6Aplj!GhwbyfLpf 11-0-Q B-8-0 17-6-0 24-7-8 27-5.8 I 35-0-0 arm 1-0-0 8-8-0 8-10-0 7-1-8 2-10-0 7-6-9 1-0-0 Scale = 1:61.8 4.00 12 6x8 = 2x3 11 5x8 = 3x12 = 3x6 ' 2.00 12 8-8-0 14-11-0 24-7-8 35-0.0 8-8-0 6-3-0 9-8-8 10-4-8 Plate Offsets MY): f2:0-3-14,0-1-81, f7:0-3-O,Edgel, f9:0-1-15,Edoel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.78 11 >536 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) , -1.59 11-12 >264 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.43 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 153 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 5-11: 2x4 SP M 30 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=121410-8-0 (min. 0-1-10), 9=1190/0-8-0 (min. 0-1-9) Max Harz 2=179(LC 6) Max Uplift2=-833(LC 8), 9=-817(LC 8) Max Grav 2=1364(LC 2), 9=1334(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3073/1777, 3-4=-2314/1360, 4-5=-2233/1381, 5-6=-5336/3095, 6-7=-5242/2975, 7-8=-5284/2974, 8-9=-5609/3201 BOT CHORD 2-13=-1561/2854, 12-13=-1561/2854, 12-20=1010/2057, 20-21=-1006/2066, 11-21=-1001/2080,9-11=-2953/5340 WEBS 3-13=0/260, 3-12=-850/602, 5-12=-58/333, 5-11 =-1 913/3455, 6 11=-327/320, 8-11=-292/283 I IV� NOTES ♦,♦♦�,QU N 1) Unbalanced roof live loads have been considered for this design. ♦ c� �, '•, 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; �%♦♦'�Q•'�C•E•j1J S i� '• Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦ .' �. F i 3) All plates are MT20 plates unless otherwise indicated. • N 68182 0 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity -� of bearing surface. i T F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833 lb uplift at joint 2 and 817 lb uplift at ((� joint 9. •, �` Q� ,� •� �� 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��j! 1 �!.• \�N ♦♦♦ ���SS • •N LOAD CASE(S) Standard AL ,♦♦♦♦ �/1111111� FL Cert. 6634 September 9,2014 ®WARMAG -Verify design pardme W rs and READ M TES CN TNISAND IN111DED MITEKREFEREME PAGE MII-7423 .. 112912014DITOMWE ■■ Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information va' able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, FL 33610-4115 IfSauthernPine�SP lumber issp-ecifred,thedesignvaluesazethoseeffective06 0112013byAL5C Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515422 M11364 A HIP 1 1 Job Reference (options[) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. I ue Sep 09 1423:11 ZU14 rage 1 ID:yDOdWM Weu99liJ70SDveiFyfR5h-NgLkdCYRCCBSfJOugsA?edQ2L6hSRzOIZRYwEOyfLpk i1r 6-10-13 14-11-0 20.4-10 i 26-0-0 28-1-3 35-0-0 96-0-9 1-0-0 6-10-13 2-1-3 5-11-0 5-5-10 5-7-6 2-1-3 6-11113 1-0-0 This truss is NOT symmetric. Proper orientation is essential. 4x4 4.00 12 2x3 II 3x6 = 3x4 = 2x3 \\ 4 23 6 6 7 24 4x4 zzz 2X3 // Scale = 1:61.8 16 15 13 3X4 14 12 = 4x4 = 3x4 = 3x6 = 3x6 = 3x8 = 3x4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0.24 16-19 >752 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.56 12-14 >430 , 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 148 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=716/0-8-0 (min. 0-1-8), 14=787/0-8-0 (min. 0-1-8), 10=825/0-8-0 (min. 0-1-8) Max Horz 2=97(LC 6) Max Uplift2=-532(LC 8), 14=513(LC 8), 10=-605(LC 8) Max Grav 2=836(LC 19), 14=946(LC 20), 10=958(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1764/897, 3-4=-1232/768, 4-23=-1141/737, 5-23=-1141/737, 5-6=-1141/737, 6-7=-1141/737, 7-24=-16441994, 8-24=-1644/994, 8-9=-1741/1029, 9-1 0=-1 960/1144 BOT CHORD 2-16=-942/1901, 15-16=-536/1141, 14-15=-536/1141, 13-14=-898/1629, 12-13=-898/1629, 10-12=-974/1809 WEBS 3-16=-318/291, 4-16 135/293, 5-14=-399/337, 7-14=719/413, 8-12=-171/363, 9-12=-260/263 NOTES ttj 11 1) Unbalanced roof live 2) Windt ASCE 7-10; Vulta1considereds have been 65mph (3 secondgust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; ,OPQv Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `� ' G E N S • �� 3) Provide adequate drainage to prevent water ponding. : •• �- F�`•, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 6 8182 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift at joint 2, 513 lb uplift at joint 14 and 605 lb uplift at joint 10. : !� 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. J T O F LOAD CASE(S) Standard 0 •• •. �` Q ��� FL Cert. 6634 September 9,2014 ® WARNING-Verffr design parameters and AEAD M 7ES ON TNISAM1 Iht1dDED MITEKREFERENCE PAGE Mll-7473 .. 112912014BEFOREUSE ■■��, Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MBTe k• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information gc}vailIable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 IfSauthernPin e45Pplumber isspecified', the desienvalues are these effective06 0112013byALSC Job Truss Truss Type Ply 70' Royal with 2 car garage �Qty T6515423 M11364 ATA ROOF TRUSS 4 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:17 2014 Page 1 ID:yDOdWM Weu991iJ70SDveiFyfR5h-Bqi?uGcCo2xcNEU2B7HPuug2hXlSri8AxM?ES2yfLpe i1-0.0, 8-5-4 13.0-0 17-6.0 I 22-0-0 26-6-12 35-0-0 36-0.Q 1-0.0 8-5-4 4-6.12 46-0 4-6-0 4-112 8-5-4 Scale = 1:60.8 4.00 12 4x4 = 17 — 15 14 12 4x5 = 2x3 II 4x6 = 3x8 = 2x3 II 45 = 3x8 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL, 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20101TP12007 CSI TC 0.38 BC 0.54 WB 0.47. (Matrix-M) DEFL in (loc) I/deft Ud Vert(LL) 0.29 14-15 >999 360 Vert(TL) -0.74 14-15 >565 240 Horz(TL) 0.15 10. n/a n/a PLATES GRIP MT20 244/190 Weight: 166 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1257/0-8-0 (min. 0-1-10), 10=1257/0-8-0 (min. 0-1-10) Max Harz 2=179(LC 7) Max Uplift2=775(1_C 8), 10-775(LC 8) Max Grav 2=1399(LC 2), 10=1399(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3157/1570, 3-4=-2665/1326, 4-5=2594/1337, 5-24=2667/1402, 6-24=2617/1425, 6-25=-2617/14,25, 7-25=2667/1402, 7-8=2594/1337, 8-9=-2665/1326, 9-10=3157/1570 BOTCHORD 2-17=-136012929, 16-17=-1360/2929, 15-16=-1360/2929, 15-26=-744/1961, 26-27=-744/1961, 14-27=-744/1961, 13-14=1360/2929, 12-13=-1360/2929, 10-12=1360/2929 WEBS 6-14=-454/918, 7-14=-2581191, 9-14=-5391400, 6-15=4541918, 5-15=258/191, 3-15=539/400 NOTES 11111111111 �,1I,, 1) Unbalanced roof live loads have been considered for this design. ,,��� QU N V F� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,� P. �,,... S E N •• `� �i0 ,�� ,�,••� G 3) 100.O1b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. ; .' �. F•'•• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. j�J 68182 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at = joint 10. "Semi -� 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. a T F �' •• LOADCASE(S) Standard i� Q ,• ��� E�%%`�. �� 0l111111111, FL Cert. 6634 September 9,2014 (WARNING-Vedfrdesign Para Ma and READ M)7ESCN 7NISAND INQifDED MITEKREFERENYE PAGE NII-7473 rer. 112912014BEFCREUSE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. IfSauthernPine tSP lumber isspecified, the design values are those effective 0610112013byALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515424 M 11364 B1 HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 a Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:19 2014 Page 1 ID:yDOd WMWeu991iJ70SDveiFyfR5h-BDgmJxeSKfBKcYeQIYKtzJmLaKNIJaYTPgULWwyfLpc �-O-Q 6.8-0 13-11-4 21-0-12 i 28-4-0 1 35-0-06.0 q 1-0-0 6-8-0 7-3-4 7-1-8 7-3-4 6.8-0 1-0-0 Scale = 1:61.8 �1 d 4.00 12 4x5 4x4 = 4x6 = 4x8 = 4x5 15 14 13 12 11 10 4x5 = 44 = 5x8 MT18HS WB = 2x3 11 4x4 = 4x5 = 4x4 = 5x8 MT18HS WB = i 6.8-0 13-11-4 21-0-12 28_4-0 35.0_0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.70 12-13 >601 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) , -1.17 12-13 >360 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.22 8 n/a n/a BCDL 10.0 Code FBC201 O/TP12007 (Matrix-M) Weight: 152 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1164/0-8-0 (min. 0-1-9), 8=1164/0-8-0 (min. 0-1-9) Max Horz 2=75(LC 7) Max Uplift2=825(1_C 8), 8=-825(LC 8) Max Grav 2=1349(LC 2), 8=1349(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3117/1762, 3-4=-2943/1731, 4-5=-4684/2749, 5-6=-4684/2749, 6-7=-2943/1731, 7-8=3117/1762 BOT CHORD 2-15=-1557/2901, 14-15=-2593/4684, 13-14=-2593/4684, 12-13=-2594/4684, 11-12=2594/4684, 10-11=2594/4684, 8-10=1557/2901 WEBS 3-15=-272/680, 4-15=-1918/1068, 4-13=-8/289, 6-12=0/289, 6-1 0=-1 918/1069, 7-10=2721680 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 8. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 September 9,2014 ®WARNIAG -Verity design parame ten and READ NOTES ON TNISAND INCLUDED MfTEKREFEREAI'f PAGE MII-7473—1/29/20Zd B FORE1dE Design valid for use only with MITek connectors. This design is based only upon parameters shown. and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 ltSauthem Pine�SP� lumber is specified, the design values are those effective 0610112013 byALSC Job Truss Truss Type Qty Ply 70' Royai with 2 car garage T6515425 M 11364 B HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:18 2014 Page 1 I D:yD Od WM Weu991iJ70S Dvei FyfR5h-fO G06cdgZM3T703EIgoeQBD9_x5la5sKA01n_UyfLpd i1-0-Q 44-88-0 4 17-6-0 231 :2 3054 I 6404 4.0 �-00-0 6-4-265-16.4-2 11q Scale = 1:62.0 4.00 12 4x8 7x8 3x4 II 5x6 = 3x4 II 7x8 — 3 20 4 21 5 6 22 7 23 8 4x8 = 4x8 = 2 o 9 ' �0 10 1Jd d d 15 14 13 12 11 3x6 I I 8x14 MT18HS = 3x6 II 8x14 MT18HS = 3x6 I 4&0 11-1-14 17-6-0 23.10.2 30-4-0 35-0-0 4-8-0 6-5-14 6-4-2 6-4-2 6-5-14 4-&0 Plate Offsets (X,Y): 13:0-2-8,0-4-41. 18:0-2-8,0-4-41, 112:0-7-0.0-6-01, 114:0-7-0,0-6-01 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.60 TCDL 7.0 Lumber Increase 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.76 BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 `Except` 3-6,6-8: 2x6 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except` 3-14,8-12: 2x4 SP M 30 REACTIONS (lb/size) 2=1157/0-8-0 (min. 0-1-8), 9=1157/0-8-0 (min. 0-1-8) Max Horz 2=55(LC 7) Max Uplift2=-837(LC 8), 9=-837(LC 8) Max Grav 2=1342(LC 2), 9=1342(LC 2) DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) 1.04 13 >396 360 MT20 244/190 Vert(TL) -1.67 13 >247 240 MT18HS 244/190 Horz(TL) 0.12 9 n/a n/a Weight: 228 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 1 Row at midpt 5-14, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3727/2108, 3-20=-6346/3659, 4-20=-6349/3659, 4-21=-6347/3657, 5-21=-6347/3657, 5-6=-6347/3657, 6-22=-6347/3657, 7-22=-6347/3657, 7-23=6349/3659, 8-23=6346/3659, 8-9=3727/2108 BOT CHORD 2-15=-1903/3512, 14-15=-1915/3549, 13-14=4365/7768, 12-13=-4365/7768, 11-12=-1915/3549,9-11=-1903/3512 WEBS 3-15=121/394, 3-14=-1663/2922, 4-14=-403/354, 5-14=14871844, 5-13=-41/337, 5-12=1487/844, 7-12=-403/354, 8-12=-1663/2922, 8-11=121/394 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 3, 8, 14, 12. 6) Plate(s) at joint(s) 3, 8, 14 and 12 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 9. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦♦% ♦1♦pU 1 N I •.��G•ENS*-. ; 'N � N 68182 :13• T OF • /1111111111 FL Cert. 6634 September 9,2014 ®WARNING -Verity design parameters and READ NO 7ES ON 7NISAMD INC.UDED MITEKREFEREI KE PAGE MII-7473 re v. 1/29/2014 DEFORELISE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control- storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information a' able from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 2314. IfSauthernPine�SP lumber is specified, the design values are these effective06�011201313yALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515426 M 11364 BHA BOSTON HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:20 2014 Page 1 ID:yDOdWMWeu99liJ70S DveiFyfR5hcP08WHf45zJB EhCdsFr6V WlXfkjS259deKEu3NyfLpb 11-5-15 13-5-15 i 15-5-15 , 17-6-0 , 1 __ , 21-B-0 , 23-6-0 , 35-0-0 rV 11-5-15 2-0 00 2-0-0 2-0-1 2-0-0 2-0.0 2-0-0 11-6-0 1-0 0 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified Building Designer as per ANSI/TPI 1. 4.00 F12 4x5 = (+) Top chord must be braced by end jacks, roof diaphragm, or property connected pudins as shown. Scale: 3/16"=1' 4x6 = 4x8 = 4x6 = 3x6 = US = 17-6-0 35-0-0 17-6.0 17-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.29 26-28 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.61 26-28 >686 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(TL) 0.16 22 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 196 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-11-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-26, 21-26 JOINTS 1 Brace at Jt(s): 12, 5, 8, 10, 17, 19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1164/0-8-0 (min. 0-1-9), 22=1164/0-8-0 (min. 0-1-9) Max Horz 2=179(LC 7) Max Uplift2=-825(LC 8), 22=-825(LC 8) Max Grav 2=1349(LC 2), 22=1349(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3095/17,47, 3-4=-1728/1024, 4-6=-1681/1032, 6-7=-1684M050, 7-9=-1669/1072, 9-11=-1661/1108, 11-14=-1661/1108, 14-16=-1669/1072, 16-18=-1683/1050, 18-20=-1681/1032, 20-21=-1728/1024, 21-22=-3095/1747, 3-5=-797/430, 5-8=-800/433, 8-10=-800/433, 10-12=-800/433, 12-13=-800/433, 13-15=800/433, 15-17=-800/433, 17-19=-800/433, 19-21=797/430 BOT CHORD 2-28=-153312875, 27-28=-1541/2854, 26-27=-1541/2854, 25-26=-1541/2854, 24-25=-154112854,22-24=-1533/2875 WEBS ``1111111111/11e� -28=0/331, 3-26=-657/399, 12-26=-186/576, 21-26=-585/399, 112476/799 U1N. ir^ OEN I ` .00 '�•'�\ SF•. NOTES ,� 1) Unbalanced roof live loads have been considered for this design. Nc 68182 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. = — 4) All plates are 2x3 MT20 unless otherwise indicated. "D ; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '�) �� T O F 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will O fit between the bottom chord and any other members. •, P ,� %� >j� 1 �. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at •� G�,% joint 22.8) "Semi � ,OBI -rigid hbreaks fixityls" Member end model was analysisn the ncluding enot N A� E ��� 9) Graphical pu I nrreprreselntation does depict the size or he ont t or ientation purlinalong the top and/orb ttom chord. 11 LOAD CASE(S) Standard FL Cert. 6634 September 9,2014 � WARMhG-Verifrdes,gn ParameW. and READ RO7ESON THISAND INCLUDED MrTEKREEEREhCE PAGE NII-7473.. 1/29/2014BEFORELUE ■�l�, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -.not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if5authernPine�SP lumber issprErified, the design values are those effective 06101/2013 byALSC Tampa, FL 33610-41 is Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515427 M11364 D COMMON 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 M7ek Industries, Inc. Tue Sep 09 14:23:20 2014 Page 1 ID:yDOdWM Weu991iJ70SDveiFyfR5hcP08WHf45zJBEhCdsFr6V WlbCkrj29adeKEu3NyfLpb i -1-0-0 7-2-0 14-4-0 i 1-a0 7-2-0 7-2-0 I Scale = 1:25.5 4x5 = 2x3 I I 3x4 = 3x4 = ld LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-D-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBU010fTP12007 CSI TC 0.24 BC 0.25 WB 0.11 (Matrix-M) DEFL in Vert(LL) 0.05 Vert(TL) -0.10 Horz(TL) 0.01 (loc) I/deft L/d 5-8 >999 360 5-8 >999 240 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 49 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS, 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=458/0-8-0 (min. 0-1-8), 2=50410-8-0 (min. 0-1-8) Max Horz 2=78(LC 7) Max Uplift4=-304(LC 8), 2=-385(LC 8) Max Grav 4=529(LC 2), 2=585(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1060/605, 3-4=-1087/687 BOT CHORD 2-5=682/1178, 4-5=777/1195 WEBS 3-5=0/282 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads.� psf 4) • This truss has been designed for live load of 20.Opsf on the bottom chord in 3-6-0 tall by 2-0-0 N a all areas where a rectangle wide will ,,�� QU V ��� M between the bottom chord and any other members. Provide ,�N Op, G IN �•. �i#0 5) mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 4 and 385 Ib uplift at `� , ,•'� E S F '•• joint 2. ; .' �. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N 68182 •' * LOAD CASE(S) Standard ' T OF � 0��°�ss,o N AL�G% �nnr'1 FL Cert. 6634 September 9,2014 ®49ARNrM-wntrdesign parame W. and READ AMC SON 7NISAND INCLUDED MrTEK REFERENCE PAGE MZZ-7473 .. _11291ZOU BualEUSE Design valid for use only v4th Mirek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1fSauLTemPine�SP lumber isspeci£ed,thedesignvaluesarethaseeffective0fi 01J2MbyAL5C 6904 Parke East Blvd. Tampa, FL 33610.4115 Job Truss Truss Type Qly Ply 70' Royal with 2 car garage T6515428 M11364 GRA HIP 1 1 Job Reference (ootionall Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:22 2014 Page 1 ID:yDOdWM Weu991iJ70S DveiFyfR5h-YoWuxzgLdaZuT?M?,ytabxNmxYQj Wriw5ej?7FyfLpZ i1-0.q 7-11-1 14-11-0 21-5-2 28-0-0 35-o-0 9B-0-q 10.0 7-0-0 7-11-0 6-6-2 6-6-14 7-0.0 r1-0-0, Scale = 1:61.8 �1 6 This truss is NOT symmetric. Proper orientation is essential. 4.00 12 7x8 2x3 II 3x6 = WO = 4x6 3 22 23 24 25 4 26 27 5 28 629 30 31 32 7 15 33 34 14 35 6x113 0 = 35 37 38 1239 11 40 41 10 3x4 = 2x3 II 4x6 = 2x3 11 3x6 = 3x4 3x5 = i 7-0.0 14-11-0 21.5-2 28-0-0 35-0-0 r LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.92 TCDL 7.0 Lumber Increase 1.25 BC 0.66 BCLL 0.0 ' Rep Stress Incr NO WB 6.96 BCDL 10.0 Code FBC201 O/TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SP No.2 DEFL in (loc) Ildefl Ud PLATES GRIP Vert(LL) 0.1910-12 >999 360 MT20 244/190 Vert(TL)-0.3710-12 >639 240 Horz(TL) 0.10 8 n/a n/a Weight: 153 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13 2 Rows at 1/3 pts 3-13 Tel recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uida. REACTIONS (lb/size) 2=694/0-8-0 (min. 0-1-8), 13=2745/0-8-0 (min. 0-3-12), 8=1066/0-8-0 (min. 0-1-8) Max Horz 2=64(LC 7) Max Uplift2=539(LC 8), 13=-1904(LC 8), 8=-797(LC 8) Max Grav 2=814(LC 19), 13=3173(LC 2), 8=1238(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1581/923, 3-22=-668/1274, 22-23=-668/1274, 23-24=-668/1274, 24-25=-668/1274, 4-25=-668/1274,4-26=-743/1353,26-27=-743/1353,5-27=-743/1353,5-28=-743/1353, 28-29=743/1353, 6-29=743/1353, 6-30=2667/1667, 30-31=2667/1667, 31-32=-2667/1667,7-32=-2667/1667,7-8=-2847/1706 BOT CHORD 2-15=859/1450, 15-33=-775/1491, 33-34=-775/1491, 14-34=-775/1491, 14-35=-775/1491, 13-35=775/1491, 13-36=-1007/1816, 36-37=1007/1816, 37-38=-1007/1816, 12-38=1007/1816, 12-39=1007/1816, 11-39=-1007/1816, 11-40=1007/1816, 40-41=-1007/1816, 10-41 =-I 007/1816, 8-1 0=-1 504/2647 WEBS 3-15=1591733, 3-13=-2854/1672, 4-13=842/786, 6-13=-3380/2044, 6-12=0/435, 6-10=530/910, 7-10=-18/458 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 539 Ito uplift at joint 2, 1904 lb uplift at joint 13 and 797 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ®WARNI?r. -Verifr design parsme oen and READ MITES ON THISAND IIYQUDED MfTEKREFEREAC E PAGE MII-7423 rex 1129120I4BI DMUSE Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is theresponsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information 75�voi able from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 314. 1t5ouffiernPinelSP lumber is specified, the design values are these effective06 0112013byAL5C N N d %%%% 01 N 11 VFW i N 68182 1 :� ' Tf-0-F /111111 FL Cert. 6634 September 9,2014 MiTek° 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515428 M 11364 GRA HIP 1 1 Job Reference o do al chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 27 2012 MTek Industries, Inc. Tue Sep 09 14:23:22 2014 Page 2 ID:yDOd WM Weu9gliJ70SDveiFyfR5h-YoWuxzgLdaZuT?M?_gtabxNmxYQjWrlw5ej?7FyfLpZ NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 295 lb up at 7-0-0, 87 lb down and 153 lb up at 9-0-12, 87 lb down and 153 Ito up at 11-0-12, 87 lb down and 153 lb up at 13-0-12, 87 lb down and 153 lb up at 15-0-12, 87 lb down and 153 lb up at 17-0-12, 87 lb down and 153 lb up at 17-11-4, 87 lb down and 153 lb up at 19-11-4, 87 lb down and 153 lb up at 21-11-4, 87 lb down and 153 lb up at 23-11-4, and 87 lb down and 153 lb up at 25-11-4, and 159 lb down and 295 lb up at 28-0-0 on top chord, and 465 lb down and 264 lb up at 7-0-0, 62 lb down and 4 lb up at 9-0-12, 62 lb down and 4 lb up at 11-0-12, 62 lb down and 4 lb up at 13-0-12, 62 lb down and 4 lb up at 15-0-12, 62 lb down and 4 lb up at 17-0-12, 62 lb down and 4 lb up at 17-11-4, 62 lb down and 4 lb up at 19-11-4, 62 lb down and 4 lb up at 21-11-4, 62 lb down and 4 lb up at 23-11-4, and 62 lb down and 4 lb up at 25-11-4, and 465 lb down and 264 lb up at 27-11-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-7=-44, 7-9=-44, 16-19=-20 Concentrated Loads (lb) Vert: 3=130(1]1) 7=-130(B) 15=409(B) 13=-38(3) 4=-72(B) 10=-409(B) 22=-72(B) 23=72(6) 24=72(B) 26=72(B) 27=-72(B) 28=72(B) 30=-72(B) 31=-72(B) 32=-72(B) 33=38(131) 34=-38(8) 35=-38(B) 36=38(B) 37=-38(B) 38=-38(B) 39=-38(B) 40=38(1]1) 41=38(6) WARNIM1G-Vedtr design paramewn and READ MTES ON TNISAND JAMDED MrTEKREFEREM10E PAGE NII-7473.. 112912016BEM FUSE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members any. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI Building Component Safety Inlormafion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. if Soy Pine `SPI lumber is specified, the design values are those effective Q6/1)1J29)13 by}4LSC MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515429 M11364 GIRD HIP 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 i -1-0-0 i 5-0-0 9-4-0 01-0-0 0 5-D-0 4-4-0 5x10 4.00 12 3 15 6 7,350 s Sep 27 2012 IVIi I'ek Industries, Inc. Tue Sep 09 14:23:23 2014 Page 1 I D: yDOd WM Weu991iJ 70S Dvei FyfR5h-0_4H9JhzOu i I59xCX00p79w6AyrzF WF3 K I SYfhyfLpY 4x4 2x3 11 3x4 = 5-0.0 3x4 = 3x4 = 1-0-0 Scale = 1:27.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC201 O/TPI2007 CSI TC 0.25 BC 0.34 WB 0.11 (Matrix-M) DEFL in Vert(LL) 0.08 Vert(TL) . -0.14 Horz(TL) 0.04 (loc) I/deft L/d 7-8 >999 360 7-8 >999 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 57 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5.3-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 2=752/0-8-0 (min. 0-1-8), 5=752/0-8-0 (min. 0-1-8) Max Horz 2=44(LC 7) Max Uplift2=564(1_C 8), 5=-564(LC 8) Max Grav 2=872(LC 2), 5=872(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-187611107, 3-15=-1757/1078, 4-15=-1757/1078, 4-5=-1876/1106 BOT CHORD 2-8=-957/1741, 8-16=-954/1756, 7-16=-954/1756, 5-7=-956/1742 WEBS 3-8=0/292, 4-7=0/292 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. �� Q01 N V 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� OP•, • • "' Fig. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will G E N �i fit between the bottom chord and any other members. �� ,.'��,� SF•' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 2 and 564 lb uplift at rJ( 68182 joint 5. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 301 lb up at 5-0-0, = and 44 lb down and 110 lb up at 7-2-0, and 209 lb down and 301 lb up at 9-4-0 on top chord, and 111 lb down and 19 lb up at 5-0-0, -10 ; and 33 lb down and 20 lb up at 7-2-0, and 111 lb down and 19 lb up at 9-3-4 on bottom chord. The design/selection of such if0_Fconnection device(s) is the responsibility of others. o9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �T •rqj� Q;,• �1) Rgular: LuLOAD mber Inre se=1.25, Plate Increase=1.25 ��"Np Uniform Loads (plf) /111 Vert: 1-3=-44, 34=44, 4-6=-44, 9-12=-20 Concentrated Loads (lb) Vert: 3=-139(F) 4=-139(F) 8=-80(F) 7=-80(F) 15=-36(F) 16=24(F) FL Cert. 6634 September 9,2014 WARNING-Vnrifr design pa — Ma and READ NOTES CNINISAND INCLUDED h1rTEKREFEREMM PAGE NIr-7473-1/29/2014BUGLN USE Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the iViiTek` erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 liSputhernPine�SP lumberissReciffed,thedesignvaluesaretheseefective05 0212013byALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6516430 M11364 J1 MONO TRUSS 12 1 Job Reference (optional) uss Inc., Fort Pierce Fl. 34982 Keter suppor 7.350 s Sep 27 2012 M7ek Industries, Inc. Tue Sep 09 14:23:23 2014 Page 1 I D: oHTg505D s3TR?kt?m4?ZGyzbQ D E-0_4H 9JhzO u il59xCXOOp79w8Nyw4FX_3KISYfhyfLpY •1-0-0 1-0-0 1-0-0 1-0-0 3x4 = Scale = 1:6.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) . 0.00 2 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weight: 5 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=93/0-8-0 (min. 0-1-8), 2=93/0-8-0 (min. 0-1-8), 4=9/Mechanical Max Harz 2=47(LC 8) Max Uplift 2=-127(LC 8), 4=-6(LC 5) Max Grav 2=112(LC 2), 2=93(LC 1). 4=21(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 2 and 6 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 001 N'rV ENS N 68182 • aT C? . �,,;; AU 0� FL Cert. 6634 September 9,2014 A WARNUM -Verity design parame Wn and READ MI7ES ON 7NISAND IAUUDED H7TEKREFEREMX PAGE MII-7473 rex 1/2912014 BUCREIISE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional bracing the MiTek' permanent of overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information valJable from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If Southern P in e�SPp lumber is sFecifi ed, the design values are those effe ctive 06AO1j2013 by AL5C Tampa, FL 336104115 Job Truss Truss Type City Ply 70' Royalwith 2 car garage T6515431 M11364 J3 MONO TRUSS 12 1 ( Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 /.3bu s sep zf zulz Mi i ex industries, inc. i ue Sep ua ia:za:zs zuiv rage i ID: oHTg505 DS3TR?kt?m4?ZGyzbQ D E-0_4H9JhzOu il59xCXOOp79w8 NyvzFX_3KISYfhyfLpY 1-0-0 3-0.0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.11 TCDL 7.0 Lumber Increase 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=47/Mechanical, 2=152/0-8-0 (min. 0-1-8), 4=28/Mechanical Max Horz 2=83(LC 8) Max Uplift3=51(LC 8), 2=146(LC 8), 4=3(LC 8) Max Grav 3=56(LC 2), 2=179(LC 2), 4=43(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.6 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 2441190 Vert(TL) -0.01 4-7 >999 240 Horz(TL) 0.00 2 n/a n/a Weight: 11 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 146 lb uplift at joint 2 and 3 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ® WARMAG - V.nfr design Parameters and READ AO TES Of7 7NISAND IAUUDED MITExREFEREACE PAGE MII-7423 tea 1/29/2014 DIFOAEUSE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/7P11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information gqvaUUable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. IfSauthernPinelSP}lumberisspecified,thedesignvaluesa.retheseeffective66 O1f2013hyALSC FL Cert. 6634 September 9,2014 MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515432 M11364 J5 MONO TRUSS 10 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MTek Industries, Inc. Tue Sep 09 14:23:24 2014 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQ DE-UAdfMfib8CgcjJ WO55v2gMTFSLBH_ECYyC6C8yfLpX -1-0-0 5-0-0 1-0-0 5-0-0 cl 3x4 = Scale = 1:13.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) . 0.00 2 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-M) Weight: 17 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=BO/Mechanical, 2=230/0-8-0 (min. 0-1-8), 4=44/Mechanical Max Harz 2=121(LC 8) Max Uplift3=94(LC 8), 2=-191(LC 8) Max Grav 3=98(LC 2), 2=270(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=433/211 BOT CHORD 2-4=-297/493 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 191 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 September 9,2014 AtYARNrNs-Vedfrdesign parameters and flE4D NOTES ON 7HISAND IMMUDED MITEKREFEREACE PAGE MII-7473 re x I/29/20M DFFDAEUSE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Mireic' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sately Information Gvai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, FL 33610-4115 if South em Pine l5P{ lumber is specified, the design val ues are these effective 06,101J2013 hyALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515433 M 11364 J7 MONO TRUSS 12 1 Job Reference factional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MITek Industries, Inc. Tue Sep U9 14:2324 ZU14 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-UAdfMfib8CgcjJWO55v2gMTH1 L7h_ECYyC6C8yfLpX -1-0-0 7-0-0 1-0-0 7-0-0 Scale: 314"=1' 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC201 D/TP12007 CSI TC 0.25 BC 0.56 WB 0.00 (Matrix-M) DEFL in Vert(LL) 0.06 Vert(TL) -0.15 Horz(TL) 0.01 (loc) Ildefl L/d 4-7 >999 360 4-7 >544 240 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=116/Mechanical, 2=30910-8-0 (min. 0-1-8), 4=58/Mechanical Max Harz 2=159(LC 8) Max Uplift3=138(LC 8), 2=-238(LC 8) Max Grav 3=141(LC 2), 2=360(LC 2), 4=102(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1017/576 BOT CHORD 2-4=668/1019 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit the bottom chord and any other bets. (s) forween 4) Refer o girdertrussttruss connections. ```,av i N 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 3 and 238 lb uplift at joint 2. ,,� OP.� .......... '• 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,� , ,• �0E��ji ; .' �. F�'•, LOAD CASE(S) Standard * : N 68182 r T OF IJJ 4; �. N A� E�Ca FL Cert. 6634 September 9,2014 ®WARNING-Verifydesgn Parametersand READ N07ES0N 77iISAND 1AUUDED NITEKRFFEREArE PAGE Ml1-7473 tea I/29/2014RU ZEUSE f Design valid for use only with M1ek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/iPll Quality Cdterfa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, FL 33610-4115 ITSauthernPine�SP lumbar iss"cified, the design values are thaseet%ctive0fi/201f2013byAL5C Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515434 M11364 JX MONO TRUSS 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MITeK Industries, Inc. Tue Sep 09 14232b 2u14 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-yN B1 a?jDvVyTKT5afoQHCa?TOIZfjRUMncxfkayfLpW 1-0-0 3-8-0 Scale = 1:10.7 3x4 = 4 2x3 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI TC 0.17 BC 0.13 WS . 0.00 (Matrix-M) DEFL in Vert(LL) 0.01 Vert(TL) -0.01 Horz(TL) 0.00. (loc) I/defl Ud 4-7 >999 360 4-7 >999 240 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer sta ation vide REACTIONS (lb/size) 2=178/0-8-0 (min. 0-1-8), 4=92/0-3-8 (min. 0-1-8) Max Harz 2=96(LC 8) Max Uplift2=-161(LC 8), 4=-68(LC 8) Max Grav 2=209(LC 2), 4=106(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 2 and 68 lb uplift at joint 111114. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `,,``�QU I N QP• • G•E IV F ��. LOADCASE(S) Standard ; , '��.� S'�•. �'�� N 68182 = -10 : : �. e ; 0 :. T F � ` FL Cert. 6634 September 9,2014 5L DYARMhM-Verifydesign parametersand READ M7ESONMISAND IBC1r/DED MfTEKREFERENCE PAGE NII-7473 rex I129120I4BEFOREWE ■■ Design valid for use only vvith MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. -Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatl- cc77vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 it5authernPinelSP lumber isspecified, the designvalues are those effective06/10112013hyALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515435 M11364 KJ5 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort7PIerce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:25 2014 Page 1 ID:oHTg505Ds3TR?kl?m4?ZGyzbQDE-yNB1 a?jDvVyTKT5afoQHCa?R9IWRUMncxfkayfLpW 1-5 0 3-6-1 7-D-2 1-1D 381 3-6-1 Scale = 1:16.3 2 aI 1 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20101T1312007. LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 2.83 12 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TC 0.29 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 BC 0.21 Vert(TL) -0.12 4-7 >659 240 WB 0.00 Horz(TL) _ 0.00 2 n/a n/a (Matrix-M) Weight: 23 lb ' FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=147/Mechanical, 2=225/0-11-5 (min. 0-1-8), 4=76/Mechanical Max Horz 2=109(LC 8) Max Uplift3=167(LC 8), 2=-206(LC 8) Max Grav 3=179(LC 2), 2=264(LC 2), 4=119(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/261 BOT CHORD 2-4=-336/713 NOTES' 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=10ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 3 and 206 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=44 Trapezoidal Loads (plf) Vert: 2=0(F=22, B=22)-to-3=-77(F=17, B=17), 5=0(F=10, B=10)-to-4=35(F=8, B=-8) o%`�t,,U 1 N 0 * : N 68182oo T OF '411� 0 , ♦♦ 111111 FL Cert. 6634 September 9,2014 ®WARNTM -Verity design parameters; and AFAR M17ES ON 7N7SAND DYO.UDED MTTEKREFEREME PAGE M77-7473 rex 112912014 BUiaREUSE Design valid for use any with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safe ty formation gvailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. If Southern Pine (SP} lumber is specified, the design values are those effective 0610112013 byALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515436 M 11364 KJ7 MONO TRUSS 2 1 Job Reference o tional uss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:26 2014 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-QZIPnLjrgp4Kycgm CWyWInYeW9uvSrSVOGhCGOyfLpV 6-8-12 9-10-1 1-5-0 B-8-12 3-1-4 Scale = 1:21.1 2X3 II 3x4 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.03 6-9 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.08 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horc(TL) 0.01 5 n/a n/a . BCDL 10.0 Code FBC2010(TPI2007 (Matrix-M) Weight: 38 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=102/Mechanical, 2=329/0-11-5 (min. 0-1-8), 5=391/Mechanical Max Horz 2=191(LC 8) Max Uplift4=126(LC 8), 2=-261(LC 8), 5=240(LC 8) Max Grav 4=151(LC 13), 2=385(LC 2), 5=449(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=742/320 BOT CHORD 2-6=440/703, 5-6=-440/703 WEBS 3-6=0/257. 3-5=-81 11508 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 4, 261 lb uplift at joint 2 and 240 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=44 Trapezoidal Loads (plf) Vert: 2=0(F=22, B=22)-to-4=-108(F=-32, B=-32), 7=0(F=10, B=1 0)-to-5=-49(F=-1 5, 13=15) ®WARMNG-Verifydesign parame Mrsand READ MTESGN7MSAM IMIUDED MITEKREFEREM'F PAGE Mrr-7473 rev1129110I4BD REUSE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Warta, DSB-89 and BCSI Building Component Safety Information vat able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA pp2314. 11 Southern Pine {SP� lumber is specified, the design values are those effective 06/01f2013 byALSC ♦♦♦ pl) I N ♦ V I, .� OP•• "•• <F �. �,, ' ••�\C ENS'-. NS'�•• ,ice N 68182 :5 ' T OF )INC FL Cert. 6634 September 9,2014 MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 4 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515437 M11364 MV2 VALLEY 2 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industdes, Inc. Tue Sep 09 14:23:26 2014 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-QZIPnLjrgp4Kycgm C WyWlnYgy9xfSukVOGhCGOyfLpV 2-0.0 2-0-0 4.00 F12 3x4 % Scale = 1:6.1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 5 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 1=35/2-0-0 (min. 0-1-8), 2=24/2-0-0 (min. 0-1-8), 3=11/2-0-0 (min. 0-1-8) Max Horz 1=21(LC 8) Max Uplift 1=20(LC 8), 2=-30(LC 8) Max Grav 1=41(LC 2), 2=30(LC 2), 3=22(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 September 9,2014 IYARNM-Verifr design Parame W. and READ M107ES ON 7NI6AM1 MaUDED NrTEKREFEREhtal PAGE NIr-1473 rex I/2912014BEFOREUSE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek' fabrication, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdterta, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, FL 33610-0116 IfSauthernPine�SP lumber is specified, the design ualuesare those effective06�0112013byALSC Ir Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -1�1e MR For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 `Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 rY O U a_ O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) PA BOTTOM CHORDS 8 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTek@ All Rights Reserved Q� MiTek® MiTek Engineering Reference Sheet: Mil-7473 rev. 01 /29/2013 Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For vide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. TYPE OF SURVEY. BOUNDARY PLOT PLAN U C TIE IN FINAL I TOPOGRAPHIC COMPLETED ON: 12-09-14 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 164 MEDITERANEAN NORTH, �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF SPANISH W. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LAKES PHASE 1, OF ST. LUCIE COUNTY, �` o 2. FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO W THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: -'° U ^ 12111CO283 J, EFFECTIVE DATE FEBRUARY 16, 2012. o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE =FINISHED FLOOR ELEVATION J SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY U v ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF MEDITERRANEAN NORTH HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS . DEC 12 2014 Public Works PERMIT V.3 2- St. Lucie County, FL MEDITERRANEAN BOULEVARD NORTH 20' ASPHALT ROAD ct 1. �r .Cy• t h�•r- 164 MEDITERRANEAN BOULEVARD NORTH LAST FIELD DATE: 12-09-14 SCALE: 1 "=30' ALEXANOER J. PIAZZA PSM, INC. CERTIFIED T0: WYNNE BUILDING CORPORATION DATE:12-09-14 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 14-1899 LBJ7280 Fax: (772) 340-2250 DATE: REVISIONS: ALEXANgR J. PIAZ` Professional urveyo� & Mapper FA1Pr-IIII Florida Certificate No.: 6330 VARI ITI rIFRC\Il\A/(:,)niA\nXA/r;\1d_1S2QQrhAin 1?/Q/'JnlAA.7A.rsz PAA