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HomeMy WebLinkAboutSUBMITTED PAPERSFFICE USE ONLY CTIONTOWNSHIP r RANGE MAP NO. NING LAND USE LOT CVG 7o TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV GT _ CONST TYPE OCCUP TYPE �O_Ccup # OF FLRS WATER SEWE SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE l / AREA FEE FEE l (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS • R"ACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIREMMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF' NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER- ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE 1 - RECEIVED I 1 DATE COMPLETED INITIALS" Y 1t DATE FILED PLAN REVIEW FEE: v 4 RECEIPT NO.: ���� PERMIT 4BER: CONCURRENCY FEE: RECEIPT NO.: CERT. Crt:r. ' NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED ,j y=_Gyand Zoning � ° �%C. -� St. Lucie County Building ng 2300 Virginia Avenue C' :'s�flRjpF';: Ft. Pierce, FL 34982-5652 772-462-1553 st, cot nth, APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION I . LOCATION/SITE ADDRESS: '-o - "- S p a n i s h L a e s SITE PLAN NAME: 2. PROJECT NAME: PA i rSra 3. PROPERTYTAXID#: 1306 111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets- if necessary): 6/7 34 39 all that part lying northeasterly of I-95 5_ PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9_ PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) C. \ d.<- _CbeLm 9- t 11. SETBACKS (ACTUAL) FRONT:\� , /BACK: RIGHT SIDE: , LEFT SIDE: _�y 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL (I INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: y 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 51 000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the -right -to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities..If the value is.W00 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 CERTIFICATION-:7w OWNER INFORMATION NAME: Wynne ADDRESS: 8000 S. US1, Suite CITY: Port S t. Lucie STATE: F L ZIP: 34952 PHONE (DAYTIME): 9-7-2) 8 7 8-5 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): (_—) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: — B'USINESS NAME: " Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 • S. US1, Suite 402 Port St. Lucie STATE: FL zip: 34952 CITY: PHONE (DAYTIME): U 1/2 878 - 5 513 FAX NO. 7 72 - 8 7 8- 7 6 5 6'' Email: ARCI-EVENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY- Stuart STATE: FL ZIP: �no�ti PH ONE (DAYTIME): (7 7 a 2 R 7- R 2 5 A B ONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE,. 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 capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANHS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), -swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all ork will.be done in compliance with all applicable laws regulating construction and zoning. .OWNER O .y &Yi IXTUR-E-,— STATE OF FLORIDA STATE OF FLORIDA "COUNTY OF St. Lucie COUNTY OF St. L u c i e The foregoing instrument was acknowledged before me thus J day of .ST 20 / V , by Matthew T.yl a 14rnrie who is personally known Zor has produced The foregoing instrument was acknowledged before me this day of /�f'u. C'.V 1 , 20 by Matthew Lyl P WYnna who is personally known 1""'or has produced as identification. as identification. 10. TyCt� Signature No Signature of N&Iary of ,..1101 DOROTHONt�,BASKIN Commission No �`' • Pv'- a of Florida Commission No. Publi ``RY P�e''�i DQ�QZ{lY ANN BASKIN o `pp``�$�{ - Notar ;r ary . ; ; • My Comm. Expires Oct 2, 2016 . u c - State of Florida _• : : •_ My Comm. Expires Oct 2, 2016 Commission # FF 015226 fFOFF��,o�= Commission # FF 015226 ,''�•11111.•�`` #11II.Bonded Through National Notary Assn. Bonded Through National Nota Assn. NOTE: TWO ( _ . ACH SIGNATURE MUST B THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. Professional Insulators of South Florida El6 `D JUN 12 FTC insulation Installation Certificate To: ,S . Lucie Coon- Date: March 7 2015 Re: c IF�Q9Ti1433 f LotABlock: Address: 6'444A1em`-Wdi^a Street Project: The undersi ned herebX certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Valuc: R-4.1 Rigid Board Polvstvrene Exterior (frame walls) have been insulated with: Thickness in inches: Manufacturer: Density: R-Value: 2. Ceilings (rear Porch) have been insulated with; Thickness in inches: 110.25" Manufacturer: lowens R-Value: Wool Blankets inum Foil glass Blankets Wool Blankets glass Blown lose Loose Fill 4—mung5 tvaunea/uatneural) insulatep wltil: IFIberglass Blankets Thickness in inches: Fiberglass .Loose Fill Manufacturer: .Rock Wool Density: X Fiberglass Blown R-Valuc; Cellulose Loose Fill Interior kneewalls have been insulated with: Thickness in inches: Manufacturer: ;lass Blankets Wool rethane R-Value; Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches. 91/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 Other S. The following have been insulated: ,.� . �� J. CiIC12540 ��- f'.. Coln eten ` F :., WYk� NE 13UM-DING CORP Professional insulators of h a rI >y General Contract(Buildcr insulation Codt dto -A : so ; ,0 By: B ; '-`ate •.!�?r�d;�.� ���.?. R•r�� (lR tit" � 01/3 C 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 '3414. •1 PERMIT #: 0 -O LI 33 JOBADDRESS: BUILDER/CONTRACTOR: a u urn PEST CONTROL:' CONTRACTOR: � - � � G PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance w1fih theMndards of the National Pest Control Association. Square feet if area treated: y Chemicals used: 5 Percentage of solution: Date of Treatment: Footing 1� Treatment Re -Treat Dnvetyay Y Is' Treatment Treat ...Other ;�Treatment Re -Treat Total gallons used: Time of Treatment: �� % 0 v Slab 11t Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection Signature of EAermihbtor 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 inspecdon W11 fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatmentforprevention of termites A weather resistantjobslte posting board shall be provided to receive duplicate Treatment Certificates as each required protectve treatment is completed, providing a copy for the person the permit is issued to and another copy for the bullo7ng permit files The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment: If the soil chemcca barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building 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. REDE1'`ED ,,� JOSEPH E. SMITH, CLERK 01 E CIRCUIT COURT - SAINT LUCIE COUNT 11 FILE # 3985560 OR BOOK PAGE 2589, Recorded 08/15/2014 at -- 16 AM AFTER RECORDINO.RETURra TO;, PERMIT NUMBER: lLtr SPnrc u rvsur, cd cur rrrnrAiiyt iR4, 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. DESCRIPTION OF PPOPERTY (Legal description and street address) TAX FOLIO NUMBER-1 3 0 6 —1 1.1 — 0 0 01 •-10 0 / (1 1 , SUBDMSI 0 rt a X_r waysBLOC[{ TRACT LOT BLDG UNiT `%*�A rta 6/7 34 39 all that part lying northeast of 95 2. GENERAL DESCRIPTION OFEMPROVEMENT: single family residence 3. OWNER INFORMATION:- a. Name b.Address 8000 S US11 Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 1 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402, PSL, FL 34952 772-678-551� 5, SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: ^ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by ' Section 713.13 (1)(a) T. Florida Statutes: IfJJ Tom Lee Spanish Lakes Blvd. Ft. Pierce, FL- 90 01- NAME, ADDRESS AND PHONE NUMBER:05 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: S 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) ; 20= wreD. ANY PAYMENTS MADE BYTHE Off. DER AFTER THE EXPIRATION OF THE NOTICE OF COINMENCEMENY Matthew Lyle Wynne Vice —President Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Otrtcer/Director/Pariner/Manager Slate of Florida County of St . T.i t r i e - , The foregoing instrument was acknowledged before me this S day of 20/ g Matthew Lyle Wynne .asD^ T y -- (Type of authority... e.g. Owner• officer, trustee, attorney m fact) (Name of person) For Wynne Building Corporation . (Name of party on behalf of whom insvument was executed) Personally Known —Zor produced the following type of ID: DOROTHY ANN BASKIN h': Notary Publle - state of Florida Jb Ro T:! V /DNA) ��SK,,O �E) # • _ My Comm. Expir016 e Oct 2, 26 Si nature of tary Public) t��':. ?%+� f�``7, Commisolon I FF 015226 (Printed Name of Notary Public) ( 8 1 Bonded Through Ntllonal Nala Nan. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts in it ar belief (section 92.525. Florida Statutes). Signatur of s) or Owner(s)' Autho ed Officer/Director/Pariner/Manager who signed above: By. By R<.O V IOnaav(Raom„r) STATE OF FLORIDA ST. LOVE COUNTY THISISTOGIESTIFY THAT T1416AA ��.. TR AH0G0HPdECTC0P10FTi1f 0 1 INAL. r. >v. �1t OSEPki E. t1�ITr, K ps4e: WYNBUILDING CORPORATkA 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie October 28, 2014 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6444 Alemendra Permit # 1409-0433 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 St. Lucie County Building -& Zoning 2300 Virginia Ave `�oaioP 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 v� (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 PERMIT `�[ ��?�� ISSUE DATE: NUMBER: E MIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compl%nce Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 220 4 5 State of Florida Certification Number (Napplicable): ERO 0 D 9 4,16 S&W Electric have agreed to be the (Company Name/Individual Name) T• 1PC,,tr. ical Sub-coutrractor for Wynne Development Corp. (Tl pe 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) BUSINESS QUALURR (Name oftbe Individual shown an the Contractor's License) NOTARIZED SIGNATURES ARL REQUMD Business Name: S&W Electric Address: - 5 01 W . Coker Rd. City/State/zip: art Pi erc q, FL- 34945 Phone: 17721 454-6466 email: Lawrence Stubbs' 17s S1:G1NATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF ifi )—ut? I e _ THE FOREGOING INS/�TRUMENT WAS SIGNED BEFORE ME THIS �` ` DAY OF S b� 20 `A BY ( 1 `U Sm li6 WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. (STAMP) 1-4A W�IAYAII kauvaa oA, to SIG ATIIRE OF NOTARyC PUBLIC PRINT NAME OF NOTARY PUB SLCPDS: 12/16/2013 7-'IX i'� LAURA R. CUBBEDGE +�•• ;, := Commission # EE w 209915 Expires Th0 nw �Feoae PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division d a r BUILDING PERMIT SUB-CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (If applicable): CFC 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) (Primary Contractor) For the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Business Name: Lindquist Plumbing Address: City/State/Zip: Phone: need Rd Wade Case 9k \ SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF c.16 THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 5'4DAY OF AQ 6-•-t1T , 20_Ly BY !N A-b6 l:4I C WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. N nq �E7QQ 4(STAMP) SK��+ SIGNATURE NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 A. DOROTHY ANN BASKIN � • p V PU � Notary Public -State of Florida « : • _ My Comm. Expires Oct 2, 2016 Commission # FF 015226 °�P'�,, Bonded Through National Notary Assn. PERMIT # ISSUE DATE a PLANNING & DEVELOPMENT SERVICES yj p4i�. Building & Code Compliance Division u r BUILDING PERMIT Now SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 2 R R State of Florida Certification Number (If applicable): CAC 0 2 4 3 7 9 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) (Primary Contractor) For the project located at (9���Ma A\,� S) (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 R.1EQUXRED Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 5P1 Ri 1 tmnre Rt City/State/Zip: Port St. Lucie, FL. 34983 Phone: (7 7 2) 7 8 5 - 9 01 0— email: Barry Zimmerman S TU NT NAME DATE tSTAT F O IDA, COUNTY OF ST "C /16 THE FORREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF fi-t.t (,.0 ST , 201_y BY '6 A"A K i WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. Q.04 Avlitl a_yt__" 16 0_d_L�(/_O�2L�/ /i.�r� (STAMP) �A SlCr �,1 .. . SIGNATURE NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS:12/16/2013 ,.•",�'YP�;.,, DOROTHYANNDNotaryAssn. Notary Public - Stat •"c My Comm. Expires Commission # FF lF OF F�� Bonded Through Nationa 01/24/2014 09:44 7728781 WYNNE BUILDINCv`-RP PAGE 02/02 I00M PLANNING & DEVELOPMENT SERVICES Building & Cody Compliance Division wml BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): RC 2 9 O 2 7 0 8 7 Treasure Coast Roofing, LLC _ have agreed to be the (Company NameJIndividuai Name) Sub -contractor for to nne Deve],Q meet Corp Roofing (Type of Trade) (Primary Contractor) For the project located at (,c�-A\A (project Street Address or Prop" 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 QUALI'E+ R (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED BusintessName- Treasure Coast Roofing, LLC Address: S City/State/Zip: Part St. Lucie, rL . 34984 phone: (7 7 2) 3 4 3- 8 3 0 8 email: Brian Maloney SIGNATURE/' -0"� PRINT `NA M)I nn DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS�c!j ^,,� DAY OF ki� S� 20tq BY , -5� 6 V) r vl _' 0_4' WHO IS PERSONALLY OI2 IAS PRODUCED AS IDENTIFICATION. STAW SIGNATURE OF NUT X PUBLIC If PRINT NAME OI, NOTARY PUBL C SLCPDS: 12/16/20I3 aot�!; ROBERTJ. BERQUIST MY COMMISSION # DD 975578 EXPIRES; March 28, 2014 Bonded Tluu Budget Notary Services S . L(.ICI MI-1,111 : COUNTY Fkl ROME 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: uw\k #1 306-1 11 —0001—fIOO/(l, F,/7 �4 �A all that Hari 1 vi nrT (Tax ID/Legatdescripdon/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name k.=Property-Oaar` en r Szgnatu= re` Date STATE OF FLORIDA, COUNTY OF St. L u 1 e ACKNOWLEDGED BEFORE ME THIS DAY OF ST 20ZC/ BY Matthew Lyle WvnnP WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER """' i Y'iB" DOROTHY ANN BASKIN ?a°zo, Notary Public -State of Florida'My Comm. Expires Oct 2, 2016=•,111jj1 �i,, Commission � FF 015226 Bonded Through National Notary Assn. (SEAL) KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E y6jii 8nn@ Xffi WW&G0WT ST. LUCIE (772) 229-9093 C.A.: 5693 �jMPA `� OIV jam` FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION ITEM TESTED TEST LOCATION OF SAMPLE December 1, 2014 14090433 Wynne Development Corp. 6444 Alemendra Street Spanish Lakes Fairways Fort Pierce, Florida Compacted Foundation Fill JOB # : 142122-1 d/ES/km RECEiV':D JUN'2 8 Y05 DEPTH *PEN DRY MAX. DRY PERCENT READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 48 112.8 113.5 99.4 2. N.W. 1150 110.1 97.0 3. Center 36 108.9 95.9 4. S.W. 48 110.3 97.2 5. S.E. 50 109.5 96.5 Soil Description: Brown Clayed Sand In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 113.5 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minim Vh� � fo;�'Nt t�jNatural Grade. No. 6 F Fax t -!/ 1 E-mail to 115.0 I I I I I W I I I I I I E I I I I I I 114.0 —..i ..—..� ..—.. i ..—.. i ..—.. .._.._ G I I I I I H I I I I I I T 113.0 P I I I I I I C 112.0—..—..� .. ..—.. ..—.. ..— ..—.._ I I I I I F I I I I I 111.0—..—..� ..—.. ..—.. ..—.. ..—.. ..—.._ I I I I I I D I I I I I I R Y 110.0 �..—..� ..—..�..—.. ..—.. �..—.. �.. 8 9 10 11 12 13 14 Moisture - % of Dry Weight pie County Building Department spanishlakes.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 12/03/2014 17:04 7725896469 -, KSM ENGINEERING PAGE 01/01 IFC!ILAW IJJLV.L KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 I?Q, SOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM 18FACH (561) 845-7445 www.ksmenginearing.net MELBOURNE (321) 76&8488 FAX (561) 845-8876�I�KMpn�EpU,� ST. LUCIE (772) 229-9093 C.A.: 5693 Q H fiE FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED December 1, 2014 JOB # : 142122-1 d/ES/km PERMIT # CONTRACTOR Wynne Development Corp. JOB LOCATION 6444 Alemendra Street Spanish Lakes Fairways Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION k PEN DRY MAX- DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 48 112.8 113.5 99A 2. N.W. 50 110.1 97.0 3. Center 36 108.9 95.9 4, S.W. 48 110.3 " 97.2 5, S.E. 50 109.5 96.5 Soil Description: Brown Clayed Sand In Place Moisture: 7.6 Percent ok. Optimum Moisture: 11.0 Percent Max- Dry Density: 113.5 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets MiniRtk'9 6%0., fQ€k�cl' •. 'sly: en fo Natural Grade. Yctful ,int#t�d rJUial E 115-0 1 W E I 1 I I I I 1114.0 .. �..� ..—..; ..—.. i ..—. i ..—.. i .._.._ H I I I I I I T113.0- P I I I I I I F I I I I I 111.0 .._..I ..—.._ I^ I I f I I D I I I I I I R Y 110.0 �,.�..�-,.v., ..�---..-.._ .�.. 8 9 10 11 12 13 14 Moisture - % of Dry Weight F '> i.l]icie County Building department Fax�tb'►, 1 10L 4 E-mail to: dotty a�@spanishlakes-com Ronald G. Keller, I?E.: 37293 / 51 Lic. NO.: 860 / Julie E. Keller, P.E.: 68366 TITAN C43MCRETE Materials for Life" qnmcret6 ejLyyli "Thank you - We appreciate your business" FORT PIERCE 4199 SEL V I T L FT PIERCE, FL Ticket no. •.J 4982 Delivery date Plant Truck Driver Truck size Type job i Customer no. W I Customer na a Zone Tax CD ':)00-�, ::35 �`C.lDNEY HALL CO ,,ICRETEa CCIi\IS-r Tv: Tarmac project rho, I Customer P.O. no. Order no. _ �. I Terms code 1-Charge delivered 3-C.O.D. Time due r 2-Charge F.O.B. 4-C.O.D -F.O.B. Delivery name�and address UUf�1 j-,` Lot Block County G44•4., AL..EMEfriL RA, FORT PIERCE Instructions i r ��f 6 t MDR a W rsJ.ry i r' R TLi car 1-11a s • i--i i_r "r ir5 01 L uz. y 1 f,i 1 Ui 111K.1),E_ 4-3 Slump L_AGOS S . y I /R TO .l SLA FLOREtS, 7 /R TO AL.CMLivDRA S . 5.012 __._ _ _ ... __._ m_.._.............._.___r_______..� i Quantity j � Product [ UIM; � Unit price Amount I Load Cumulative Ordered Code Description 1 „ OC11 5„ 00 15 , 0171 CAF 05R 11J;: `rat r 1 r 9?1 1 817i1. I0171 r F=•UEE1._ SURCHID 1 10l'�l 8C.iI1:'14.�S rF-URT LCPID CY CY LD j_D LD Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant 10 Cc) Subtotal Sales tax i TOTAL Additional water added to this concrete will 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: Tested Tested properly No. r � Authorized recei�veed5by ❑ Yes ❑ No ❑Yes ❑ No I 6 � U J 0 J e� I X � c ���✓✓" r: / l� 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 rl MTORAIM r(113V TITAN FLORIDA LLC TERMS -AND CONDITIONS OF 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on crest, 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 day of the month following the month of delivery, without deduction, retainage, set oft' or charge backs. A. cash. discount of i % 101) proximo may be deducted if no previous balances are past due. Interest at the lesser of P/7% 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 not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. 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 based on full loads, an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 11/ 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 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 ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited WauTanty: 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 LIMITACIONTHE WARRANTIES OF MERCIiANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE. ARE HEREBY EXPRESSLY EXCLUDED. THE REMI DY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER. UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of 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 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 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. P. w. tt ,' 1 by ,oiv iy ,aspon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess . rii -lei ;n qw red, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingred , i.,ayable by Buyer. I L Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the em ;: ;.r. 1 • af-I material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled meaou:_: ; roduction 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 nonconform;-w n rate:ials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours afiwr the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to invest -'gate 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 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, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, S"TRIC"T LiABILITY OR FAULT. IN NO EVENT WILL SELLER. BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTI3ERS 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 Beach, FL 33441. 15. Severability. The unenforceability of any provision of 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 IRRITAfl[Q:j - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WAI'ER. 11; ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WAI'ERAND GET PROMPT MEDICALXFTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WWW.TITANAMERICA.COM. Rev'd 2-08 04/08/2015 15:36 7728787656 WYNNE BUILDING CORP PAGE 01/06 06/18/2014 15,29 " 7728787656; WYNNE BUILDING CORP PAGE '02/03 St. Lude Colwt y Building & Zoning }parent .300 Virginia Avenue Fort PDeree, FL 34982 772-462.2165 Fax 772-462.6443 1 Request for 30-Day Teraaporaxy Power Release D�Ce�\l Property Address! THE IUNDERSjrN ED HFREDY REQUEST RELEASE OF ELECTRICAL POW" TO THE ABOVE DESCMED P%tOPERTY, FOR A ➢RXO�p�y1OT PTO IN TMTV (30) DAYS, rOR THEpURPOSE . CP 'E a A NG SYSTEMS AND EQUIPMENT ' I PRE{g ARA "` 7 FOR FXNAL �+S--yy.PEqC7��C�EI,��ON.. INy CONSIDERATION OF APPROVAL OF T Q ST WE HEREBY A GRA1.aOWLFI)GE AND AGREE AS FOLLOWS: . 1. This temporary power x4me is requested ft r the Aove stave purpose ordy, a4d'theremill be no Cecgpat Cy Of DAY type, 9ther•th00 that permaltted by €osastructlon during tbis time pLTiod. 2. A:5'wf ttss by menr signiftres, we hmby :ag: ea to ablde by aft terms and condi@fom of this agreenaentg incIll"g Baildlsym ffiDivido" PoUcy, which is incorporated aerwn by relermce. 1, 911 conditiona and reelta!"ments fasted an Rhe attached d0imment entitled "Requirements for 30 }pay 1Pamw for 'Testing''. have been Rat 60ed ant] the premise is cead4y fhr complisnee: Inspection. 4. All requests for an exteusfon beyoa d 34 days anust be yr de iDa w4dwg to the 3mild'sng Octal statism the teas® o for the request. power may be r=ovad from the sfee indoor a Stop Work Order Wined if the Final Inspection has not been approved within 30 flays. A fee of $100.00 w91 be xutaired•to lift the Stop work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR )RK PLOY'EES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH 1VJIAY ARISE NOW OR IN TRE F'CJTUM OUT OF TITS TRANSACTION, INCLUD )NG ANY DAMA Gt WHICH MAY BE MCURRED DUE TO THE)DJECOMEC170N OF ELECTRIC P R IN THE EVENT OF VIOLATION OF THIS AGREEMENT. GE.N 6 C0N C'I DATE I CTAIC AL CONTRACTOIi SI CYT4A U DAL AV RECEIVED APR 09.2015 N� ZZCGMC-X Ae- A: A'�" Z '3 Plant: Begin Loading: To Job: Arrive. Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: •"P_roledfCode:_% iP_rclectl, Wame: E C 0 0, 3 L, t-i` l et%D`ai0'5 Rbelivenry�'Aa&ess lA-I._L_ PILL... WG RIB•_ a. Delivery IhsVuctions• 64-44 A EMil— 4 !TD' RA iR'L ei i S I i...AiiE F 1. Ftl^ AYS 1 eh. V;�'t'.ID r` Customer Job Number: Order Code / Date: Project P.O. Number: 5.6rder P.O. Number ' 15 ,t ;t A Y l' S AL_ R I.) D-E Y MaFP.aga�;-J t_. Marl ow/GolFmn': Dispatcher: Ticket1tJambJ1,1-, . �`,k j Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: {•; `�i •...ra •�+� t.l�+�.::.4..•J (::�_� i�_ a/:::'•.?� 1"tl_.I-+Pt"y7 i'll't�a tJIVC:. LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION I. ()„ 0{.1 ;:elb 00 3C to {--!{Y; :1 I Je_.' )36 25 f{_) REG 7. 1 - -){} .75 •...1 1.392600 r- E' 51 ..1"CIif L:.i}f'4 1.50 L"CK.9 E;I` "TRON'RIEN T AL CI-i.ARG 349Ei1_)r1-/1. UOM UNIT PRICE, AMOUNT .0 irG L13 D EP. I1-5 ^I:i d a32 Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check i Charge r _ Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: r SIGNATURE ONCRi::.l I SPOSAIL I~ LE - PARTIAL FULL LOAD Y ARDS ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERS�kL INVOICE IW This Delivery Ticket incorporates hi by reference Buyer's previously execut '-'redit Application, if any, Seller's Standard Terms and Conditions, Seller's Quot___,,.i, il'any, and Seller's Order Confirmatior-ludin- limitations of warraA.nties) as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terfns and Conditions upon requestllRllyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite. volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested. keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www..ceinexltsa..com. Este ticket de entrega incluye comp referenci.a al comprador (ya previamente ejecutada on su aplicaci6n de crcdito): cualquier t6rmino estindar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera Jos terminus estandares y condiciones detal- Jados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el rnistno. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este dMltnento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolotnita, granito, rocs volcanica_ arena, Brava y otros materiales silic.ios..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, dol.amita, granito, roca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puedc contener rods de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n on Jos ojos, quemaduras on pie] y ojos, y reacciones al6.rgi.cas en la pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaei6n del amoniaco..La inhalaei6n del. amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acud.ir inmediatamente al medico. El riesgo en la salad depencle en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolong -ado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las menos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos inns de los limites recomenclados, use protecci6n respiratoria. Primeros auxil.ios: En caso de contacto en los ojos, inmediatamente fluya agua on la parte afectada por 15 minutes. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para rods information visita www.cernexusa.coni. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34962 772-462-2172 Fax 7�2-462-6443 I CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: I q 09 - otl 33 JOB ADDRESS: BUILDER/CONTRACTOR: _I PEST CONTROL CONTRACTOR: - PEST CONTROL LICENSE #: 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 I Zq S/f Chemicals used: 4UasQ 6►nP Percentage of solution: @,Q6 Date of Treatment:) -- Footing 11t Treatment Re -Treat Driveway 1st Treatment Re -Treat Other is' Treatment Re -Treat Total gallons used: Time of Treatment: 0 U % Slab aG 1st Treatment Re -Treat Pools 1-91 Treatment Re -Treat Perimeter for Final Inspection Signature of F.xtermin r Note. There must be a completed form for each required treatment orre-treatment and this form must be on the job slte to be picked up by the inspector at time of each inspection or the scheduled Inspection will fall and a•re-inspedion fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention oftermkes A weatherreslstantjobsite posting board shall be provided to recelve duplicate Treatment Certificates as each requ/red protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, 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 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. M "Camax )t, IV's ci —,I �el 3 -*,>, Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 151 Customer Code: Customer Name: 302S605 RUDI'lEY HPILL' S. CONCRE-rE CONIST Pr o ',-Vlee 6 R (T Hnu.- ALL IAOFT', TZjkel?ale', 1+ Delivery Address, ,pe v a olions: A K E S F A I R W n S 0 F F 0 F 1 i q D R 10 T . NEIR10 TO st,:.,riqamj i-n-!..ES BLVP., R ISL-n FLORESv TURf\I'S3 INITO VPLEMIE-NDRIA 1YIPINTOIN E-'- 1:3,F-COND SEPARATION Due Qq(�pb: Slump: 5, 00 1 0 1 (9�3paNuml?er: L, (3 r,,ve r N,-a TY i - E M P-1 N End Us,51—I)NG '. WALL , . I I I I I I I Customer Job Number: Order Code / Date: 21/ , der[ A,01RVfT'umbfbDNEY VPL f,.,ROM,41EY Map Page: Map/Row/Column: �ipFatcher.UC I NEC q K L.- Ticket Number: 335 15729 LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 3. 0. 00 0 0 1000 1509995 `000 BLENDEDPRPM DEC 30 rii,-A 8- 12471-10.3 FUEL SURCHARGE 1 a 0 0' 121;)2749 ENV I RONMENITAL_ CHARGE RECEIVED DEC. 3 0 2014 Cash Check # Auth Code: Signature of I Driver Receiving Cash: Cash Received: Total COD Order Amount toCollect I _ Without Standby Charges: Check Charge Comments: WATERADDED:-GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: DISPOSAL FEE PARTIAL FULL LOAD YARDS SIGNATURE El LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any 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. PREV TRK: L U -1 Et --Ft L) —rll-. I. 68UNIVERSAL . INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if: any, Seller's Standard Terms and Conditions, Seller's Quotatic any, and Seller's Order Confirmation (ir ling limitations of wayranties), as if fully set forth on this Delivery Ticket ("Agree..; -L"). Seller will provide the Standard Terry d Conditions upon rekJuest. Buyer agrees that, unless otherwise nyted on the front hereof, all quantities and items were delivered as indicated and further expre�sly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite. granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and. other siliceous materials. These products, including fly ash, may contain more than 0.02.5%o crystalline silica. Hazards: freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and Irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NfOSH-approved respiratory protection. First Aid: In case of eye contact, immediate]), flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If vet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite :1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion de credito). cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirruacion del vendedor (con Iitnitacionesy garantfas), como acuerdo total del ticket de entrega ("Contrato"). E1 vendedor proveera Jos terminos estandares y condiciones detal- lados en caso de asi ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el. rnismo. Acepta pagar el monto de acuerdo al contacto: al menos clue se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica. arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) ]a coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura caliza, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las rnanos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos rods de Jos limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cerruexusa.com. r ,ll C®WCRETE Materials for Life' gcrete J "Thank you - We appreciate your business".' • .' Ticket no. to-. 2 •r 120 r , livery date Plant Truck Driver Truck size Type job Customer no. Customer lname 1 p /' I �y 1( Zone i Tax CD, :%1[i li41?I,�!•�J ✓y.1 I i,'f7�. NE-�,� j�9�QU_ CONCRETE 1N9..i)`�9�:JT Tarmac project no. I Customer P.O. no. Order no. Terms code 1-Charge delivered Ti3-C.O.D.. me due f' _p 2-Charge F.O.B. 4: C.O.D- F.0.6. 4 ay a a. 0 Delivery name and address Lot Block County 1 i_JJC 1 C (;fJUN t` -'7471 {a•'ECCJ`r'rl W14', F•I- P'It:Rf,E Instructions43RD AVE. S,0UT H TO :I:PaY)RIO R0, `f/R -10 1,31 '�:)NISH l._i=1f;C=,S EiL'JDL slump TO F1t,,UILA AVET/I_ •TU SECO-`r't)" WrI•Y`e I 4. (74IZ• J Joe pft�l �'7'.�I1l13C1} y"fk�aL. LI1_VI? V E RO 1 Ei= ACM i_ i Load Cumulative Ordered Code Description :10. 1210 j. ilo �d!Lt .';l�1 �ty!� C Ar-J-15R:1.0'':."/(DQ) i f.ri" 1710 /� 1 0090. IASTf=R►'r': IBER )Y170 a (7LJ t Y �ff.Y4�/Iv/ f ..021 L !�`i671! i07 UE:L `W iR-CFIU _) l ... c iId!� 1 1. 1: 7 1 1, ("+ _ ic.i�y1L,1-4 yi p Z i OON ,�j.jRL.'!'E0 � 1 RECEIVED_ DEC 3 01014 Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal LJ Sales tax TOTAL ldditionaI water added to this concrete will 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" I Customer Approval: - Tested / Tested properly No. Authorizedand `rec64d by /�� •._. Yes ❑/ dNo ❑Yes ❑ No QI 9 r 9 3 X `- � �� JGG�" /% 7 Lot: Safety is a constant state of mind, with every employee feeling responsible Block: and empowered to act to cause him address: correct and others to work safely, on the belief that all accidents are,preventable-and that zero incidents islthe only -goal. Not Correct I. ITAN LLORH A LLC TERMS AND CONDITIONS OF SALE I . All sales will be subject to these terms and conditions (`Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorpor�ated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Airy changes must be in writing and signed by each party. ']'his 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 thejurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment ternis: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discowit of 1% 10`" proximo may be deducted if no previous balances are past due. Interest at the lesser of l'/2% per month or the maximum rate allowed by law will be imposed on outstanding aihd 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 ofcollection 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 rrt,sat- isfactory to Seller. Failu.to of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours' are 700 a.m. - 5:00 p.m., Monday through Friday. 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 based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph 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 willf l misconduct. Buyer waives arty right of subrogation against Seller. 6. Buyer is responsible for Hull 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 due to Buyer's mistake or in excess of requirements; (id) 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 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 .Atarrants 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, WfIETf lER EXPRESS OR IMPLIED, INCLUDING WITHOUTLIMITATION THE WARRANTIES OF MERCI IANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMI.,DY SET FORTI I IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water _or other m,�terial.has been added by or oil behalf of Buyer. Buyer will be responsible to see that the concTcte is handl n ao nc t : ,k,in oes c,or > ruction practices. Seller has no control over the placing or t,aflil="� es; after miloadirig and does not guarantee the fintshco ork in which it is used. Buyer will be responsible to prevent concrete after unloadin• from coming into contact wuh any material, such as alumintun, which may adversely impact concrete strength. Rnyer,.v I furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- ,ible fo, :hc effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or hick it xy be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. [ n r^ a •:'! be batched and delis --red in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- 'r r Jt� `:me of delivery. Any i _quirement beyond these conditions will require the implementation of controlled measures during production at the exix,r f Buyer. 12. Buyer must give Seller written notice within 48 horns after delivery of any claim against Sel ler 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 fcr analysis of the test cylinder), time being of the essence. Seller wit[ be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice iti ithi:i such 48 hour period will be deemed a conclusive waiver,by Buyer of all such claims against Seller. 13. SE;LLER WILL NOT BF L %I? UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, iNCIDENTAL, PUNITIVE. OR CONSEQUENTiAL, DAINIAGES iNCL.UDINO NIT' 10UT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER. BASED ON STATUTE, TORT, CONI RAC T. OR OTHER ,v : F, \ND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER L3E RESPONSfBLE FOR DAMAGE DUE TOTHE, ACTIONS OF OTHERS OR TIIE FAILURE OF BUYER TO COMPLY WITH iT'S OBLIGAHONS. SELL -ER ;S LIABILITY FOR ANY CLAIMS WiLL BE LiMITED TO THE PURCHASE PRICE OFTHE HE GOODS SOLD UNDER TI-I1S CONTRACT. 14. Notice. All notices to Seller will I)e scnt in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, 1.)eerfic)d Beach, Fl. 33441. 15. Severability. The nnenforce:bih"t of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each otl-: r provision of this Contract wall be severable and enforceable to the extent permitted by law. WARNiNG• CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONT','NS 1"lIt 1'L.';.ND CEN,' FN'T F1?ESHL,Y MIXED CONCR:ETE.. MAY CAUSE SKIN IRRITATION OR. INJURY. AVOID CONTACT WITH SKIN WHEI';t-, POS,` 1131. E, WASH E:.:'nI,ED AREAS PROMPTLYWITH WATER. IF ANY MIXTURES GET INTO THE EYE.., RINSE, IMM.EDI.ATELY wrn - WA 1 i f ..1 11-3 ' IE'l lll' n`fil'1' MEI)ICALAT"rENTION. KEEP OUT OF REACH OF CHILDREN. l,.±A'i'ERIAL , .AlrETY IIATA Sf]EE'rS (N(SDS) ARE: AV.IILABLE A'r WWW: rlTANAMERICA.COM. Nev'd 2-08 �I J 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. Customer Info: Wynne Project Name: 70' Royal with 2 car garage Model: Tampa, FL 33610-4115 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT6515418 1A1 9/9/014 118 IT6515435 I KJ5 19191014 12 I T6515419 I A2 19/9/014 119 I T6515436 I KJ7 19/9/014 I L3 _I T6515420_f A3 _-J_9/9/014 I20 1T6515437 I MV2 19L9/014 1I T6515421 I A4 19/9/014 I I I 1 I 15 I T6515422 J A 19/9/014 16 I T6515423 I ATA 19/9/014 17 I T6515424 161 19/9/014 18 I T6515425 I B 19/9/014 19 IT6515426 I BHA 19/9/014 [10 I T6515427 I D .__...... . .... ......... 9/9/014 11 I T6515428 I GRA 19/9/014 I 112 IT6515429 IGRD I9/9/014 I 113 I T6515430 J 1 19/9/014 I 114 I T6515431 I J3 19/9/014 115 I T6515432 I J5 19/9/014 116 I T6515433 I J7 19/9/014 117 I T6515434 I JX 19/9/014 I 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. tQU r r I N VF''ii �% OP• • 68182 0. STATE OF 1111 N A` ��.�`. rnnn FL Cert. 6634 September 9,2014 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515418 M11364 Al SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 M7ek Industries, Inc. Tue Sep 09 14:23:13 2014 7-10-13 3-1-3 3-11-0 4-6-8 4-6-8 3-5-8 7-6-8 4x4 % 3x4 = 5x6 = 3x4 = 4.00 12 4 20 5 6 21 7 4x6 = 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 YES BCDL 10.0 Code FBC2010/TPI2007 13 12 US = 5x6 = 2.00 12 CSI DEFL in (loc) I/defl Ud TC 0.57 Vert(LL) 0.7311-12 >579 360 BC 0.89 Vert(TL) -1.5011-12 >281 240 WB 0.67 HOrz(TL) 0.42 9 n/a n/a (Matrix-M) LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1179/0-8-0 (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=-9641587, 6-11=-357/923, 7-11=761/1482, 8-11=390/403 Scale = 1:62.9 3x12 = PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 157 lb FT = 0% Structural wood sheathing directly applied or 2-8-1 oc purlins Rigid ceiling directly applied or 4-2-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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., GCpl=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) 12. 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 of bearing surface. 10) 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. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I WARNING - Venfr design parameters and READ NOTES ON 7HISA&D IM7.ODED NITEKREFEREAC E PAGE MII-7413 re z I/29120I4BI7OREUSE 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 the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIl Quality Criteria, DSB-89 and SCSI Building Component Safety Information GGvai able from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria. VA 2Z2314. JfSauthernPinelSP Iumberisspec�ed, the design values are these effective0610111013hVAL5C �%%au N 6818.2 • �:• T OF �/� ♦ 1111111 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 T6515419 M11364 A2 SPECIAL 1 1 _______,__ _, _.___ Job Reference (optional) era „u» ^� ., ���� �����_ Fe. wSo2 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:14 2014 Page 1 ID:yDOdWM Weu991iJ70SDveiFyfR5h-nF1 tGEaJV7Z1 WmITW?kiGG2QuJeDeE2kFPnarjyfLph 8-5-5 1-0-0 13-M I 22-0-0 --0-0 -o- 6-164 -5-5 1-1-0 7-1-0 I B-9-12 -0-0q 84-2 3x6 4.00 12 4x4 % 2x3 II 4 19 5 12 11 3x4 = 5x12 = 2.00 12 20 5x8 = 8-5-5 14-11-0 24-7-8 35-0-0 8-5-5 6-5-11 9-8.8 10-4-8 Scale = 1:62.9 3x12 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl 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 FBC2010/TPI2007 (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 Horz 2=136(LC 7) Max Uplift2=-834(LC 8), 8=-815(LC 8) Max Grav 2=1365(LC 2), 8=1333(LC 2) FORCES (Ib) -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=-1267/2473, 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. 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) 8 considers parallel to grain value using ANSIITPI 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 %LYARNIhG-Vedfydesign Parameters aad RE4D M7ESON 7HISAND INaUDED MITEKREFEREXX PAGE MII-7473 re.. 1129120I48IFOREU5E 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 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 BuBding Component Safety Information ai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 314. if Southern Pine tSP? lumber is specified, the design values are those effective 01310112013 byALSC 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 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 _ ID:yDOdWMWeu991iJ70SDveiFyfR5h-FSbFTabyGRhu7wKf3iFxoTbbHizONjHuU2W7N9yfLpg �1-0.q 8-2 2 15-0-0 I 22 1 0 -6 26-2-5 I 35-0-0 36-0.Q 1-0-0 8-0.2 6-11-15 1... 12-5 8-9-11 4.00 12 4x5 % 5x8 Scale: 3/16"=l' 14 13 3x4 3x6 __ 2x3 11 5x10 = 3x12 = 2.00 12 Plate Offsets MY): 13:0-3-0,Edgel, I6:0-4-0,0-2-61, 18:0-3-O,Edgel. 19:0-1-15,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl 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/TPI2007 (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 Installationguide, REACTIONS (lb/size) 2=1176/0-8-0 (min. 0-1-1D), 9=115210-8-0 (min. 0-1-9) Max Harz 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=-259911600, 6-7=5201/2946, 7-8=-5465/3183, B-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 lllllIIfill, ,'I�� 1) Unbalanced roof live loads have been considered for this design. ,,%% QU N V 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 grip DOL=1.60 ,� P. ......... E •• plate 3) Provide drainage to ♦♦♦ ,�.••�G �- 4 • adequate prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. ♦ •' N 68182 •� 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 -0 ; of bearing surface. T O F .� 441 Z 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 9. 00 •.� Qom.' joint "Semi ♦♦ �4# Q 9) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .•� �� �` LOAD CASE(S) Standard O N 00 � ���111111111 FL Cert. 6634 September 9,2014 ®6yARNIM -Verff y design Farame to and READ A07ES OM 7MSAND INCLUDED 14HER'REFEREACE PAGE M11-7473 .. 112912014BEFOREUSE 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. liSauthemPine�SF�Iumberisspecified,thedesignvaluesarethoseeffective0611 12013byALSC MiTek 6904 Parke East Blvd. Tampa, FL 33610.4115 Job Truss Truss Type Qly Ply 70' Royal with 2 car garage T6515421 M 11364 A4 SPECIAL 16 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.350 s Sep 27 2012 MTek Industries, Inc. Tue Sep 09 14:23:16 2014 Page 1 _ ID:yDOdWMWeu991iJ70SDveiFyfR6h jeBdhwcalkpl14vrdPmALhBla7Jc6ApljiGhwbyfLpf 8-8-0 17-6-0 24-7-8 I 27-5.8 35.0-06-0-Q 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 3x6 13 2x3 I I 4.00 12 5x8 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.90 BCLL . 0.0 ' Rep Stress Incr YES WB 0.80 BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 *Except* 5-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP M 30 REACTIONS (lb/size) 2=1214/0-8-0 (min. 0-1-10), 9=1190/0-8-0 (min. 0-1-9) Max Horz 2=-179(LC 6) Max Uplift2=833(LC 8), 9=-817(LC 8) Max Grav 2=1364(LC 2). 9=1334(LC 2) 6x8 = 2.00 12 3x12 = DEFL in (loc) 11defl Ud PLATES GRIP Vert(LL) 0.78 11 >536 360 MT20 244/190 Vert(TL)-1.5911-12 >264 240 MT18HS 244/190 Horz(TL) 0.43 9 n/a n/a Weight: 153 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. WEBS 1 Row at micipt 5-11 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 256 (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, B-9=-5609/3201 BOT CHORD 2-13=1561/2854, 12-13=-1561/2854, 12-20=-1010/2057, 20-21 =-1 006/2066, 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 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) All plates are MT20 plates unless otherwise indicated. 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, 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. 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. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1,p-U I N ,1�/ 1i�i OQ: • • .......�<<C` *: N 68182 .:*. sir T OF 'I/.10 1 FL Cert. 6634 September 9,2014 Rk WARNIAG-Verify design p—in. . and READ A07ES ON 7HISANO INC.UDED HfTEXREFEREI'KM PAGE Mll-7473 rex 1129120148EFOREIISE Design valid for use only with Mifek 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 T ek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding iVli Y fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information voi able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 ItSauthemPine7SF Iumberisspecified,tiledesignvaluesaretheseeffectivL(16101/2013byALSC Job Truss Truss Type city Ply 70' Royal with 2 car garage T6515422 Ml 1364 A HIP 1 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 14:23:11 2014 Page 1 ID:yDOd WM Weu991iJ70SDveiFyfR5h-NgLkdCYRCCBSfJOugsA?edQ2L6hSRz01ZRYwEOyfLpk - 11-0-q 6-10-13 + 9-0-0 14-11-0 20-4-10 26-0-0 28-1-3 35-0-0 36-0-Q 1-0.0 6-10-13 2-1-3 5-11-0 5.5-10 5-7-6 2-1-3 6-10.13 1-0-0 Scale = 1:61.8 This truss is NOT symmetric. Proper orientation is essential. 4x4 2x3 II 3x6 = 4x4 4.00 12 3x4 = 2x3 2x3 \\ 4 23 5 6 7 24 8 9 N A A 11� 6 16 14 12 15 3x4 = 13 4x4 = 3x4 = 3x6 _ 3x6 = US 3x4 zZz i 9-0-0 14-11-0 26-0.0 35-0-0 9-0-0 5-11-0 11-1-0 9-0-0 Plate Offsets (X.Y): f2:0-4-2.Edgel, f10:0-3-14 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 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 12-1.4 >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 BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 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=-11411737, 5-23=-11411737, 5-6=-1141/737, 6-7=1141/737, 7-24=-1644/994, 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 Structural wood sheathing directly applied or 5-0-1 oc purlins Rigid ceiling directly applied or 7-4-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES t. Illllllf/��� 1) Unbalanced roof live loads have been considered for this design. ,%% v N V 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; ,�, P. ... F4 c'�I Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 � ,� •. •� G E /� S' •. ` N ♦j♦ 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. 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 N 68182 fit between the bottom chord and any other members. * : •: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 lb uplift at joint 2, 513 lb uplift at joint 14 = and 605 lb uplift at joint 10. r .� 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. T O F : •� LOADCASE(S) Standard i� �` P 1.40�� ''pis N A11 E �*% FL Cert. 6634 September 9,2014 ®WARMAG -Verify design parameters and READ AG 7ES ON THISAND IM11/DED MITEKREFEREAC E PAGE MII-7473 re x 112912014BUOMUM 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 bracing the is the building MiTek permanent of overall structure responsibility of the designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormotion vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. IfSauthemP➢I1e(SP lumber is specified, the design values are these effective 0610112013byALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515423 M11364 ATA ROOFTRUSS 4 1 Job Reference o tional �1 d fibers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:17 2014 Page 1 I D:yDOd W M Weu991 iJ 70S DveiFyfR5h-Bq i?uG cCo2xcN EU2B7H Puug2hXlSri8AxM?ES2yf Lpe 8-5A 13-7- 8-54 622-60-00 I 6-12 350-0i11-0.12 4V 36-0-Q 2 8-5-4 1-U-0 4.00 12 4x4 = Scale = 1:60.8 17 '- 15 `- 14 12 4x5 = 2x3 II 4x6 = 3x8 = 2x3 II 4x5 = 3x8 = 4x6 = 1� d 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 0.38 BC 0.54 WB 0.47 . (Matrix-M) DEFL in (loc) Udefl 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 = 0% 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 Horz 2=179(LC 7) Max Uplift2=775(LC 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, 34=-2665/1326, 4-5=-2594/1337, 5-24=2667/1402, 6-24=-2617/1425, 6-25=-2617/1425, 7-25=2667/1402, 7-8=-2594/1337, 8-9=-2665/1326, 9-10=3157/1570 BOT CHORD 2-17=-1360/2929, 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=-258/191, 9-14=-539/400, 6-15=454/918, 5-15=-258/191, 3-15=-539/400 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) 100.0Ib AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 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, with BCDL = I O.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. 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 AwARNrm -Verify design p.—Mrs and READ Il07FS CN WSAND INCLUDED NITEKREFERENCE PAGE NII-7473.a I/29/2014BEFaAEUSE ■■ Design valid for use only v4th 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 - 1Te �( erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 1tSouthernPine�SP lumberisspec�ed,thedesign values are those effeltive06/O1%2013byALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515424 M11364 B1 HIP 1 1 Job Reference (optional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:19 2014 Page 1 ID:yDOd WMWeu991iJ70SDveiFyfR5h-8DgmJxeSKfBKcYeQIYKtzJmLaKNIJaYTPgULVVwApc i1-0-Q 6-8-0 13-11-4 21-0-12 284-0 35-0.0 1-0.0 6-8-0 7-3-4 7-1-8 7-3-4 6-8-0 Scale = 1:61.8 4.00 12 4x5 % 4x4 = 4x6 = 4x8 = 4x5 15 14 13 12 11 10 4x5 = 4x4 5x8 MT18HS WB = 2x3 11 4x4 = 4x5 = 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 YES BCDL 10.0 Code FBC2010/TPl2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 4x4 = 5x8 MT18HS WB = CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.55 Vert(LL) 0.7012-13 >601 360 MT20 244/190 BC 0.74 Vert(TL) -1.1712-13 >360 240 MT18HS 244/190 WB 0.61 Horz(TL) 0.22 8 n/a n/a (Matrix-M) Weight: 162 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. 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(LC 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=-155712901 WEBS 3-15=272/680, 4-15=-1918/1068, 4-13=-8/289, 6-12=01289, 6-1 0=-1 918/1069, 7-10=-272/680 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) 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. r 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 ®WARNMU -V.dfr design parame ters and READ AU TES ON THISAND INCLUDED MrTEKREFEREME PAGE MII-7473.. I/29/2014 BEFaREUSE 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/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information val able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610-4115 1fSautherrTRme�SP 1umber isspecified, the design values are those effective06 0112013hyALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515425 I M 11364 B HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 - 7.350 s Sep 27 2012 MiTek Industdes, Inc. Tue Sep 09 14:23:18 2014 Page 1 ID:yDOd WM Weu99liJ70SDveiFyfR5h-fOG06cdgZM3T703EIgoeQ6D9_x5la5sKA01n_UyfLpd 4-8.0 11-1-14 17-6-0 23-10-2 30.4-0 35-0-0 36-0.Q 1-0.0 48.0 6-5-14 6-4-2 8.4-2 6.5-14 4-8.0 1-0.0 Scale = 1:62.0 4.00 12 4x8 = 7x8 = 3x4 I 5x6 = 3x4 II 7x8 = 3 20 4 21 5 6 22 7 23 8 4x8 = 4x8 = 2 io 9 10 1 Id d d 15 14 13 12 11 3x6 I I 8x14 MT18HS = 3x6 I I 8x14 MT18HS = 3x6 I I i 48.0 11-1-14 17-6-0 23-10-2 30.4-0 35-0-0 48-0� 6-5-114 6-0-2 6-4-2 6-5-14 4-8.0 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 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TP12007 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 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TC 0.60 Vert(LL) 1.04 13 >396 360 MT20 244/190 BC 0.47 Vert(TL) -1.67 13 >247 240 MT18HS 244/190 WB 0.76 Horz(TL) 0.12 9 . n/a n/a (Matrix-M) 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. 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) 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=-1487/844, 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, B, 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 837lb 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 ®WARNING -Vedfr design parame W. and BEAD NO TES ON 7HISAM INCLUDED NfTEKREFEREhC E PAGE NII-7473 . a 112912014 BEFORE USE 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 responsiblllity 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/TPI7 Quality Criteria, DSB-89 and BCSI Building Component Salety Information gvauable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 1fSouthernPine SP Iumberisspecified,thedm1gnvaluesarethoseeffective06 0112013bVA12SC t1u1111111i Go IN V `,,SOP \G•E•NSF ��'♦�� *: N 68182 *. -53 ' T OF : 441 FL Cert. 6634 September 9,2014 M!Tek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type City Ply 70' Royal with 2 car garage T6515426 M 11364 BHA BOSTON HIP 1 1 1 Job Reference (optional) Chambers Truss inc., tort tierce Fi. 3495Z 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:20 2014 Page 1 ID:yDOd WM Weu991iJ70SDveiFyfR5hcPOBWHf45zJBEhCdsFr6V WlXfkjS259deKEu3NyfLpb 11-5.15 13-5-15 1 15-5-15 1 17-6-0 11: 1 21-6-0 236 0 35-0-0 36-0.Q1 1-0-0 11-5-15 2-0.0 2-0-0 2-0-1 2-0-0 2-0-0 2 11_6-0 1 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 45 = 11 14 (+) Top chord must be braced by end jacks, roof diaphragm, or properly connected pudins as shown. 28 26 `� 24 4x6 = US = 4x8 = 4x6 Scale: 3116"=1' US = 17-6-0 17-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.29 26-28 >999 360 MT20 2441190 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/TPI2007 (Matrix-M) Weight: 196 lb FT = O% 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 guide. 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 B), 22=825(1_C 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=-3095/1747, 3-4=-172811024, 4-6=-1681/1032, 6-7=-1684/1050, 7-9=-166911072 9-11=-1661/1108,11-14=-1661/1108,14-16=-166911072,16-18=-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=1541/2854, 22-24=1533/2875 11111111/��� WEBS 24=0/331,3-26=-657/399,12-26=-186/576,21-26=585/399, ,OAQU1N••V�� 11-120/476/799331, , G E N SF'. NOTES ,�� •.� 1) Unbalanced roof live loads have been considered for this design. oo N 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. •441 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ;• J ( 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 0. fit between the bottom chord and any other members. 7) id mechanical connection truss to bearing Q!. (by others) of plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint ••\C��,`� �� s •. • • "Semi ,,,�5 8) -rigid pitchbreaks ls" Member ty model was used n the analysis ncluding enot nsize for A' `,`,, 9) Graphical pu I n representation does depict the he orientation oflthe purlin the t op and/or bottom chord. 1' // 1 LOAD CASE(S) Standard FL Cert. 6634 September 9,2014 ®WARNfM-Venfrdezlyn Paramemrs and READ NOTES ON THTSAM WaUDED HrTEKREFEREACE PAGE Mrr-7473 me I/29/2014BB REWE 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 A�Te �� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fi V� fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infannatlon vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 If Southern Pine�SR� lumber is specified. the design values are those effective 06/0112013 hyALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515427 I M11364 D COMMON 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 14:23:20 2014 Page 1 ID:yDOdWMWeu991iJ70SDveiFyfR5hcPO8WHf45zJBEhCdsFn3V WlbCkd29adeKEu3NyfLpb 7-2-0 14-4-0 i 1-0-0 7-2-0 7-2-0 Scale = 1:25.5 aR 4x5 = 2x3 II 3x4 = 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 FBC2010/TPI2007 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) Ildefl Ud 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=504/0-8-0 (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 psf bottom chord live load nonconcurrent with any other live loads. 4) `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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 4 and 385 Ib 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 t. N�0 p.0 I N nV16 ���♦ i *: N 68182 T OF : 4/ FL Cert. 6634 - September 9,2014 ,& ARNfN'-Verify design pa -Mrs and READ NO7E3 ON 7NISAND IMIUDED Nf7EKREFEREACE PAGE Mrr-7473.. 1/29/2014Bf7W11SE f 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/TPIT 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 If Sauthem Pine�SP� lumber rsspec-ified,the design values are those effective 06/01/2013 byALSC Job Truss Truss Type Oty Ply 70' Royal with 2 car garage T6515428 M11364 GRA HIP 1 1 Job Reference o tional i1-0-Q 7-0.0 �1-0-0 7-0.0 4.00 12 nY d 7-11-0 7x8 3 22 23 r.aou s sep zr zuiz mi i eK inausmes, inc. i ue bep us 14:zi:u zur4 rage i 6-6-2 B-6-14 7-0-0 This truss is NOT symmetric. Proper orientation is essential. 2x3 II 3x6 = 3x10 = 4x6 24 25 4 26 27 5 28 629 30 31 32 7 Scale = 1:61.8 15 33 34 14 35 6x13 10 —_ 36 37 38 1239 11 40 41 10 3X4 = 2X3 II 4XG = 2x3 II 3X6 = 3x4 = 3x5 = r 7-0-0 14-11-0 21-5-2 28-0.0 35-0-0 LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 10-12 >999 360 MT20 244/190 TCDL , 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.37 10-12 >639 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 153 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-13 4-13: 2x6 SP No.2 2 Rows at 113 pis 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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, 1111111f11 1 12-38=-1007/1816, 12-39=1007/1816, 11-39=-1007/1816, 11-40=1007/1816, `'s U IN ///// 40-41=-1007/1816, 10-41 =1 007/1816, 8-10=-150412647 � PQ WEBS 3-15=-159/733, 3-13=-2854/1672, 4-13=-842/786, 6-13=-3380/2044, 6-12=0/435, ,�� ,� •• •� C ENS*-.. `� �i 6-10=530/910,7-10=-18/458 ; �, (, NOTES N 68182 = * � • •� 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. •• T O F :• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 400. 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 oo •, ` Q fit between the bottom chord and any other members. 01 101 %� 6) Provide dmechanicallb plift connection jo nt p` (by others) of truss to bearing plate capable of withstanding 539 lb uplift at joint 2, 1904 lb uplift at joint /I//ss O N `�� , 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / 1111111111/1 FL Cert. 6634 SeDtember 9.2014 Continued on Daae 2 ®WARKM -Vedfr design ParameW. and READ AU TES CM 7nrSAfM IM1aDED M7TEKREFEREME PAGE Mrl-7473.. 1/2912014BffDAEaSE r• 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 MiYek• 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 vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, Fl. 33610-4115 If Sauthem Pine7SP� lumber is specified, the design values are those effective G6/201f2013 6yALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515428 M11364 GR4 HIP 1 1 Job Reference o tional cnamoers cuss inc.. Fort Fierce rI. MU 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:22 2014 Page 2 ID:yDOd WM Weu99liJ70SDveiFyfR5h-YoWuxzgLdaZuT?M?,gtabxNmxYQj Wrlw5ej?7FyfLpZ NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 Ib down and 295 Ib up at 7-0-0, 87 Ib down and 153 Ib up at 9-0-12, 87 Ib down and 153 Ib up at 11-0-12, 87 Ib down and 153 Ib up at 13-0-12, 87 Ib down and 153 Ib up at 15-0-12, 87 Ib down and 153 Ib up at 17-0-12, 87 Ib down and 153 Ib up at 17-11-4, 87 Ib down and 153 Ib up at 19-11-4, 87 Ib down and 153 Ib up at 21-11-4, 87 Ib down and 153 Ib up at 23-11-4, and 87 Ib down and 153 Ib up at 25-11-4, and 159 Ib down and 295 Ib up at 28-0-0 on top chord, and 465 Ib down and 264 Ib up at 7-0-0, 62 Ib down and 4 Ib up at 9-0-12, 62 Ib down and 4 Ib up at 11-0-12, 62 Ib down and 4 Ib up at 13-0-12, 62 Ib down and 4 Ib up at 15-0-12, 62 Ib down and 4 Ib up at 17-0-12, 62 Ib down and 4 Ib up at 17-11-4, 62 Ib down and 4 Ib up at 19-11-4, 62 Ib down and 4 Ib up at 21-11-4, 62 Ib down and 4 Ib up at 23-11-4, and 62 Ib down and 4 Ib up at 25-11-4, and 465 Ib down and 264 Ib up at 27-11-4 on bottom chord. The design/selection 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(B) 7=-130(B) 15=-409(B) 13=-38(8) 4=72(B) 10=-409(B) 22=-72(B) 23=-72(B) 24=-72(B) 26=72(B) 27=-72(6) 28=72(B) 30=72(B) 31=-72(B) 32=72(B) 33=38(B) 34=-38(B) 35=-38(B) 36=-38(B) 37=38(8) 38=-38(B) 39=38(B) 40=-38(B) 41=38(B) I& WARMNG-Verifr design Parameters and READ M 7ES ON MISAND INCLUDED MrTEKREFERENCE PAGE MII-7473 te a I/29120I4119MEUSE Design valid for use only with Mifek 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/TPll Quality Criteria, DSB-89 and BCSI Building Component Sale Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 1i5auth ern Pin e7SP lumber isspecified, the des ign luesarethoseeffective06/01f2013hyALSC M!Tek' 6904 Parke East Blvd. Tampa, FL 33610.4115 Job Truss Truss Type Qty Ply with 2 car garage T6515429 FJrence M 11364 GIRD HIP 2 1 (optional) amoers i russ mc., ror rierce ri..4-Z 1.350 5 Sep 27 2012 MITeK Industries, Inc. Tue Sep 09 14:23:23 2014 Page 1 ID:yDOd WM Weu991iJ70SDveiFyfR5h-0_4H9JhzOuil59xCXOOp79w6AyrzFWF3KISYfhyfLpY -1-0-0 I 5-0-0 I 9.4-0 14-4-0 15-4-0 1-ao-ao 5-0-0 4-+0 5-0-0 1-0 0 Scale = 1:27.3 4.00 12 3x4 = 5x10 4x4 2x3 11 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.25 TCDL 7.0 Lumber Increase 1.25 BC 0.34 BCLL 0.0 Rep Stress Incr NO WB 0.11 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=752/0-8-D (min. 0-1-8), 5=752/0-8-0 (min. 0-1-8) Max Harz 2=44(LC 7) Max Uplift2=-564(LC 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=1876/1107, 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 3x4 = DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.08 7-8 >999 360 MT20 244/190 Vert(TL) -0.14 7-8 >999 240 Horz(TL) 0.04 5 n/a n/a Weight: 57 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer lostallatioii guide. 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. 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 564 lb uplift at joint 2 and 564 lb uplift at 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 94-0 on top chord, and 111 lb down and 19 lb up at 5-0-0, 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 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, 3-4=-44, 4-6=-44, 9-12=-20 Concentrated Loads (lb) Vert: 3=139(F) 4=-139(F) 8=80(1`) 7=-80(F) 15=36(1`) 16=-24(F) � N 1cs PaUIN tf ,F< �. I o N 68182 -33 • T F U100 FL Cert. 6634 September 9,2014 ®WARMRG--ifrdesign Parameairs and READ AOTES ON7MSAWIAUUDED MrTEKREFEREArE PAGE Nl1-2473 re°, 1/29/2014BDURELISF 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 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 Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 . If Sauthem Pine (5PJ lumber is specified, the design values are those effective 06/0112013 byALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515430 M11364 11 MONOTRUSS 12 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 KeTer 1 suppor N � 1 d 7.350 s Sep 27 2012 MITek Industries, Inc. Tue Sep 09 14:23:23 2014 Page 1 ID: oHTg505Ds3TR?kt?m4?ZGyzbQ DE-0_4H9JhzOui159xCX00p79w8 Nyw4 FX_3KI SYfhyfLpY 1-0-0 1-0-0 1-0-0 1-0-0 3x4 = Scale = 1:5.2 LOADING (psf) SPACING 2-D-0 CSI DEFL in (loc) Vdefl L/d 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 BCLL0.0 ' Rep Stress Incr YES WB 0.00 . Horz(TL) 0.00 2. n/a n/a BCDL. 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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) 2=93/0-8-0 (min. 0-1-B), 2=93/0-8-0 (min. 0-1-8), 4=9/Mechanical Max Horz 2=47(LC 8) Max Uplift2=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. 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 127 lb uplift at joint 2 and 6 lb uplift at joint 4. `11411111111111,, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � I �%OP.QU... V l§, I� C' E N LOAD CASE(S) Standard ��, '' �,� N 68182 T OF ��.` `�. N A` 111111111 FL Cert. 6634 September 9,2014 ®WARNING-Verifr design pa — Mrs and READ NGTES ON 711ISAND INaUDED MITEKREFEREM"E PAGE NII-7473 re a 1/291201dDFFONE19E 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 responsibility of the iTek` 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 va able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610.4115 If Southern Pine�SP� lumber is specified, the design ualues are those effective 06�01/2013 byAL.SC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515431 M 11364 J3 MONO TRUSS 12 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.360 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:23 2014 Page 1 I D: oHTg505Ds3TR? kt?m 4?ZGyzb O D E-0_4H9J hzOu il59xCX00 p79w8NyvzFX_3KI SYfhyfLpY 3-0-0 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=15210-8-0 (min. 0-1-8), 4=28/Mechanical Max Horz 2=83(LC 8) Max Uplift3=51(1_C 8), 2=146(1_C 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 3-0-0 vnn DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 244/190 Vert(TL) -0.01 4-7 >999 240 Horz(TL) 0.00 2 , n1a 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=3.0psf; 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 fora 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 Qv IN i * : N 68182 T OF :•44/-. lo ii,��ssrr0 �% FL Cert. 6634 September 9,2014 AWARMhG -Vedflirdesign parameters and READ M7ESON THISAM IAC10DED Nr7EKREFEREhCE PAGE NI7-7473 mv. 1/29/20148EFOREVSE ■■ 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 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sotety Informaflon avoidable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610-4116 IfSauthemPinetSP IumberiSSRECified, the design valuesarethose effective 06101f2013byALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515432 M 11364 J5 MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 Mirek Industries, Inc. Tue Sep 09 14:23:24 2014 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-UAdfMfibBCgcjJ W055v2gMTFSLBH_ECYyC6C8yfLpX i -1-0-0 I 5-0-0 , 1_.5-0-0 Scale = 1:13.2 dI 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.35 TCDL 7.0 Lumber Increase 1.25 BC 0.27 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20101TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=80/Mechanical, 2=23010-8-0 (min. 0-1-8), 4=44/Mechanical Max Horz 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 DEFL in (loc) Vdefl Lid PLATES GRIP Vert(LL) 0.02 4-7 >999 360 MT20 244/190 Vert(TL) -0.04 4-7 >999 240 Horz(TL) 0.00 2 n/a n/a Weight: 17 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc 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. 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 %��,Qv I N ,.��G•ENSF•.�'.� 0 * : N 68182 00 aT OF44/ '44/� o , %• FL Cert. 6634 September 9,2014 ®&VARMAG-Vedfydesign parameters and READ M7ESCN 7NISAN0 InaUDED MrTEKREFEREN-7 PAGE NIX-7473 rea 1/1912014Bff0AEUSE Design valid for use only with Mriek 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/TPII Quality Criteria, 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 If 5vuthern Pine {SPlumber isspecified, the design values are those effective 06/0112013 byALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515433 M11364 J7 MONO TRUSS ill 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:24 2014 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-UAdfMfib8CgcjJW055v2gMTH1 L7h_ECYyC6C8yfLpX -1-0-0 7-0-0 1-0-0 ' 7-0-0 Scale: 3/4"=1' aI 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.25 TCDL 7.0 Lumber Increase 1.25 BC 0.56 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FB620101TP12007 • (Matrix-M) LUMBER TOP CHORD 2x4 SIP M 30 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=116/Mechanical, 2=309/0-8-0 (min. 0-1-8), 4=58/Mechanical Max Horz 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 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.06 4-7 >999 360 MT20 244/190 Vert(TL) -0.15 4-7 >544 240 Horz(TL) 0.01 . 2 n/a n/a Weight: 23 lb FT = 0°/u 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. 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 138 lb uplift at joint 3 and 238 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 `P001 N , . �i N 68182 T O F : �QJ k O,.•' ♦ %. FL Cert. 6634 September 9,2014 ®WARMING -Verify design parame Mrs and READ N07ES CM INISAND INCLUDED MITEKREFEREAE PAGE M77-7473 me 112912014 DEFOAEVSE 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/TPII 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. IfSauthern Pine�S13lumber isspecified,the design values are those effective 0610112013byALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515434 M 11364 JX MONO TRUSS 3 1 Job Reference options Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MTek Industries, Inc. Tue Sep 09 14:23:25 2014 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQ DE-yNB 1 a?jDvVyTKT5afoQHCa?TOIZfj RUMncxfkayfLpW 1�9 1-0-0 3-8-0 3x4 = 2x3 II Scale = 1:10.7 3.8-0 3-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.01 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 FBC201 O/TP12007 (Matrix-M) 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 nsta ation u'de 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.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) 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 4. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard O,`,QUI N' �G•E.N S • �; N 68182 T OF '4/� :O�• ON AL 1G % 11111111 FL Cert. 6634 September 9,2014 ®WARKAU -Verity deuge yarame mrs and HEAD M77ES GIy INISAND INMUDED MITEKREFERENCE PAGE MLI-7473 re r. I/Z9120I48IFOREUM 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 314. Tampa, FL 33610-4115 It Southern P ne�SP� lumber isspecified, the design values are those effective 06�0112013 byALSC Job Truss Truss Type Qty Ply 70' Royal with 2 car garage T6515435 M11364 US MONO TRUSS 4 . 1 Job Reference (optional) Fuss inc., Fort Pierce Fi. 349a2 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:26 2014 Page 1 ID: oHTg505Ds3TR?kt?m4?ZGyzbQDE-yN B1 a?jDvVyTKT5afoQHCa?R91YVIRUMncxfkayfLpW -1-5-0 3-6-1 7-0-2 1-5-0 3-6-1 3-6-1 Scale = 1:16.3 2.83 12 r 2 16 , 3x4 = LOADING (psf) SPACING 2-0-0 CS] TCLL 20.0 Plates Increase 1.25 TC 0.29 TCDL 7.0 Lumber Increase 1.25 BC 0.21 BCLL , 0.0 Rep Stress Incr, NO WB 0.00 BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=147/Mechanical, 2=22510-11-5 (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 DEFL in (loc) I/dell Lid PLATES GRIP Vert(LL) 0.05 4-7 >999 360 MT20 244/190 Vert(TL) -0.12 4-7 >659 240 Horz(TL) 0.00 2 . n/a n/a Weight: 23 lb FT = O% 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. 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=loft; 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, 13=10)-to-4=-35(F=8, B=-8) IAWARNMG -Vedfr design yarame tPrs sad H&1D NOTES ON I IMANO INCLUDED NITEK REFEREMU PAGE NII-7423 re R 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 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 gvauable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1 uthernpin e SP lurttherisspecified, the designvalues are these effective06�01f2013tryALSO I N N 68182 � :. T OF •:��/ 0 N A1- E %;.% `�. �IF if its 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 T6515436 M11364 KJ7 MONO TRUSS 2 1 Job Reference o tional Truss 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?ZGyzbQ DE-QZIPnLjrgp4KycgmCWywnYeW9uvSrSVOGhCGOyfLpV � 15-0 6-8-12 9.10.1 1-SA 6-8-12 3-1-4 Scale = 1:21.1 2x3 11 3x4 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.18 TCDL 7.0 Lumber Increase 1.25 BC 0.20 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 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=-811/508 DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.03 6-9 >999 360 MT20 244/190 Vert(TL) -0.08 6-9 >999 240 Horz(TL) 0.01 5 n/a n/a Weight: 38 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. 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 126 lb uplift at joint 4, 261 lb uplift at joint 2 and 240 Ib 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, 8=-32), 7=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) ® WARNING - Verifr design parame ters and READ A07ES ON 7NISAMI Z?iaUDED MITEKREFERFhCE PAGE Mrl-7473 .. 112912014BEFOREUSE 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/iPlt Quality Criteria, DSB-89 and BCSI Building Component Safety information va'uuable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA yy2314. li 5authern Pine {SP} lumber is specified, the design values are these effective 06/Ol/2013 by ALSC ,`,111111111/ �`,QVIN � N 68182 •• T O F : I/ N,4LIE�% /111111 FL Cert. 6634 September 9,2014 MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty 70' Royal with 2 car garage JPly . T6515437 M11364 MV2 VALLEY 2 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Fl. 34962 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Sep 09 14:23:26 2014 Page 1 ID:oHTg505Ds3TR7kt7m47ZGyzbQ DE-QZIPnLjrgp4Kycgm CWyVwnYgy9xfSukVOGhCGOyfLpV 2-0-0 2-0-0 3x4 4.00 F12 Scale = 1:6.1 LOADING (psf) SPACING 2-D-0 CSI' DEFL in (loc) I/defl Ud 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 FB620101TP12007 (Matrix) Weight: 5 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 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. 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 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 ,0,11111111/1111 of bearing surface. `av N V , 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. ,,� OP.• • • • . • . C, I, 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,� , ,• �GE/Vs'• ; •' �- F•••• ••: • LOADCASE(S) Standard * N 68182 T F ;OT ••,c P 44/ �% FL Cert. 6634 September 9,2014 ®WARNING -Vedfr design Raramemrs and READ AATES ON TNISAND INC.UDED NI7FKREFEREN,'X RAGE NII-7473 mx 1129120140EMREW Design valid for use only with Wek 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. If South ernPine�SF lumber isspeci ied,thedesignvaluesaTethoseetfecvve061101/2013byALSC 6904 Parke East Blvd. Tampa, FL 33610.4115 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 -r!1 d" For 4 x 2 orientation, locate plates 0-'ns' 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. Effi Min size shown is for crushing only. Industry Standards: ANSI/TPII : 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS Cl-2 C2-3 o WEBS coo 4 O a- U O CL O C7-8 C6-7 C5-6 � BOTTOM CHORDS 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 MiTekOO All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 01 /29/2013 Failure to Follow Could Cause Property Damage or Personal Injury 1. 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 wide 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 I Quality Criteria. CCAA CNN SIDES IrJ' ,rE G 1J 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, F Permit Number: Owner: �(��� kQ`N..e_ n &zk Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Well Types (1712.0 sqft.) a. Concrete Block - Int Insul, Exterior Insulation Area R=4.1 928.00 ft' 2. Single family or multiple family Single-family b. Frame -Wood, Adjacent R=11.0 400.00 ftz 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= ftz 4. Number of Bedrooms 10. Ceiling Types (1565.0 sgft.) 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. NIA R= ft2c. R= f 2 N/A Conditioned floor area below grade (ft) 0 11. Ducts R fiz Description Area P 7. Windows(126.3 sgft.) a. Sup: Attic, Ret: Attic, AH: Attic 6 168 a. U-Factor: Sgl, U=0,50 126.25 ft' SHGC: SHGC=0.32 12. Cooling systems k8tu/hr Efficiency b. U-Factor: WA fl= a. Central Unit 35.0 SEER:15.00 SHGC: c. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: N/A ftz a. Electric Heat Pump 35.0 HSPF:9.00 d. U-Factor: SHGC: Area Weighted Average Overhang Depth: 2.000 ft. 14. Hot water systems Area Weighted Average SHGC: 0.320 a. Electric Cap: 40 gallons 8. 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= fN None c. N/A R= fe 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 �1ii,E ST of aT6 this calculation are in compliance with the Florida Energy specifications covered b this P y calculation indicates compliance a ` Z.. °• Code. with the Florida Energy Code. Before construction is completed PREPAR BY' this bu' ding will be inspected for DATE: co iance with Section 553.908 I hereby certify that this building, as des' Is ' compliance orida Statutes. 'COD VrE with the Florida Energy Code. } a.';; BUILDING OFFICIAL: OWNE _` _" . ,_ _ _ �__ ____ DATE: DATE: OR r .. *-.. �s 8/7/2014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT 2 Address Type: Street Address Titre: CARLTON 2 CAR GARAGE Bedrooms: Lot# Building Type: User Conditioned Area: 1565 1 Block/SubDivision: Total Stories: 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 NewlExisbng: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp / Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range V Design FL, Fort Pierce FL_ST_LUCIE_CO INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1565 12520 SPACES Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated Number Name Main 1565 12520 Yes 4 2 1 Yes Yes Yes 1 FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 187 ft 0 1565 tt2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch / Materials Area Area Color Absor. Tested Tested Insul. (deg) V # Type Hip Metal 1695 ft2 0 ft' Medium 0.96 No 0.9 No 0 22.6 1 ATTIC Ventilation Vent Ratio 0 in) Area RBS IRCC V # Type 1 Full attic Vented 300 1565 fe N N CEILING Space R-Value Area Framing Frac Truss Type # Ceiling Type Main 30 1565 ft' 0.11 Wood 1 Under Attic (Vented) 8/1/2014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Cavity Width Heigh Sheathing Framing Solar AhSOL Below Adjacent Space P R Value Ft In Ft In Area R-Value Frs+ninn 1 N Exterior Concrete Block - Int Insul Main 4.3 48 8 384.0 ft2 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 a 400.0 ft= 0 0.75 0 DOORS # O� 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, Proposed orientation. Overhang / J Wall ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int ShadeF 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) 0.5 0.32 40.0 ftz 2 ft 0 in 6 ft 0 In Drapes/blinds None 2 N 1 Metal Single (Tinted) Yes 2 Metal Single (Tinted) Yes 0.5 0.32 39.8 ft' 2 ft 0 in 6 ft 0 In Drapestblinds None 3 E 4 Metal Single (Tinted) Yes 0.5 0.32 13.5 fe 2 ft 0 in 6 ft 0 in Drapeslblinds None 4 W Metal Single (Tinted) Yes 0.5 0.32 6.0 fi2 2 ft 0 In 6 ft 0 In Drapestblinds None 5 W 4 GARAGE Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation # Floor Area 1 1040 tt' 1040 ft 50 ft 8 ft 11 INFILTRATION Scope F#-- Method SLA CFM 50 ELA EgIJA ACH ACH 50 1 Wholehouse Best Guess 0005 2052.5 112.88 211.91 .365 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9 35 kBtuthr 1 sys#1 COOLING SYSTEM Subtype Efficiency Capacity Air Flow SHR Block Ducts # System Type SEER: 15 35 kBtu/hr 1050 cfm 0.75 1 sys#1 1 'Central Unit None 8l7/2014 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 fN None None 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 ft2 Attic 25 if Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coaling [[ ]]Jan [[ ]]Feb Jan [X] Feb NN ar Mar [ ]Apr j j W Apr May I jMa X Jun Jul X Aug Au Se Oct Oct Nov Nov Dec Dec Heating [X] Feb Mar Apr May Jun Jul Aug Sep Venting [[ ]] Jan [[ JJ Thermostat Schedule: HERS 2006 Reference Hours 8 9 10 11 12 Schedule Type 1 2 3 4 5 6 7 Cooling (WD) AM' 78 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 PM 80 80 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) PM 68 68 68 68 68 '68 68 68 68 68 66 66 Heating(WEH) PM 66 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 W FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: SPANISH LAKES PERMIT # FT. PIERCE, FL, uAunernov QF[]IIIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and Air leakage 402.4 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. At least one thermostat shall be provided for each separate heating 403.1 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. All ducts, air handlers, filter boxes and building cavities which form the 403.2.2 Ducts 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. 8/7/2014 8:43 AM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 i, 1 s 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 2. Single family or multiple family Single4amily a. Concrete Block - Int Insul, Exterior R-4.1 928.00 ft2 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 fe 4. Number of Bedrooms 2 d. N/A R= f 2 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= ft' c. NIA R= f a 7. Windows" Description Afe8 11. Ducts R ft' a. U-Factor: Sgl, U-0.50 126.25 ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 168 SHGC: SHGC=0.32 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBbAr Efficiency c. U-Factor: N/A ft' a. Central Unit 35.0 SEER:15.00 SHGC: d. U-Factor: N/A fN 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. NIA R= ftz b. Conservation features c. N/A R= ftz None 15. Credits Pstat I certify that this home has complied with t lorida Energy Efficiency Code for Building o�gKfi srgT� Construction through the above ere av g features which I be installed (or exceeded) o in this home before final inspe Ot rwise, a new EPL splay Card will be completed based on installed Cod plian atures. \, 01utldel Snature Date: a (-�\A ��9Q Ci /FL Zi r QVC.Q ��i' 5� Address of New Home: n tY p' � ' �--- coD wt;'C�� �. ���5� ` '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 Project Summary Date: - wrightsoft' 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 rSPA`N'ISH 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/lb 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 0 Structure 2042 Btuh Fireplaces Ducts 2414 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1565 1565 Equipment latent load 4456 Btuh Volume (ft3) Air changesftur 14664 0.38 14664 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 AH RI ref 3257878 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 24500 Btuh Heating output 35200 Btuh @ 47°F 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 byACCA to meet all requirements of Manual J 8th Ed. .` Wrl htsoft• 2014-Aug-07 0B:43:40 9 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 1 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N - wriyhtsoft• Right-J® Worksheet Job: Entire House Date: By: QUICK CALCS, INC. T 01­C ci aeoea Ph-- 779-dFF-F799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name Entire House MASTER BEDROOM 2 E)q)osed wall 138.0 ft 9.4 It d 38.0 ft 9.4 ft heat/cool 3 Room height x 16.0 It 4 Room dimensions 1560.0 it2 214.0 224.0 ft 5 Room area Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) (ft) Load (Btuh) number (Btuh/Wt 'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VN 13A-4ocs 0.143 ne 4.00 2.55 451 430 1724 1096 75 75 301 191 L-G 1 Ac 1 om 1.270 ne 35.56 70.43 21 0 736 1458 0 0 0 0 0 0 13A-4ocs 0.143 se 4.00 2.55 75 53 212 135 0 0 T-D 11 DO 0.390 0.143 se 10.92 4.00 11.31 2.55 22 451 22 431 242 1727 251 1098 0 150 0 150 0 602 0 383 11 13A-4ocs 1A-clom 1.270 sw sw 35.56 70.95 6 0 213 426 0 0 0 0 IA-clom 1.270 0.143 sw 35.56 4.00 70.95 2.55 14 320 0 255 491 1022 979 649 0 132 0 108 0 432 0 275 I--G 13A-4ocs ,A-clom 1.270 nw, nw 35.56 70.43 12 0 415 822 12 0 415 872 1 A-c i om 1.270 nw, 35.56 70.43 12 0 427 845 12 0 427 845 L�GG 1A-clomd 1.270 nw 35.56 70.43 41 0 1451 2874 0 0 0 0 0 P 12C-Osw 0.091 2.55 0.90 1.28 2.32 451 1560 451 1560 1150 1398 579 3619 0 224 0 224 0 201 520 C F 16A-30md 22A-tpl 0.032 0.989 27.69 0.00 1560 138 3821 0 224 38 1052 0 1513 574 6 c) AED ocursion Envelope loss/gain 15029 16343 3430 3610 2858 806 787 222 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) 17886 17149 4217 3832 ni Less a)deal load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 17886 17149 4217 3832 14 Subtotal 33% 52% 5866 8869 339/6 52% 1383 1982 15 Duct loads Total room load 23752 1167 26018 1167 1 5600 2751 5813 261 Air required (cfm) Calculations approved byACCA to meet all requirements of Manual J 8t_h Ed. wrightsoft- 2014-Aug-07 08:43:40 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 1 AzA CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N wrightsoft' Right-J® 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 WIC MASTER BATH 1 Room name 0 ft 8.0 ft 2 E)posed wall 9.4 It heat/cool 9.4 ft heat/cool 3 Room height 7.0 x 9.0 ft 7.0 x 8.0 It 4 Room dimensions 63.0 ft2 56.0 ft2 5 Room area Ty Construction U-value Or HTM (Btu ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) number (Btuhfftz°F) Heat Cool Gross N/P/S Heat Cool Gross I WP/S Heat Cool 6 Vf/ L-� 13A-40cs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IAclom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 0 0 t-D 13A-4ocs 0.143 se 4.00 2.55 0 0 0 0 11D0 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 75 75 301 191 11 0.143 sw 4.00 2.55 0 0 0 0 0 T�13A-4ocs 1 A-clom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 1 A-c 1 om 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 V�/ 13A-flocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 I-� ,A-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 0 1A-clom 1A-clomd 1.270 1.270 nw nw 35.56 35.56 70.43 70.43 0 0 0 0 0 0 0 0 0 0 L�_(C; P C 12C-Osw 16A-30md 0.091 0.032 2.55 0.90 1.28 2.32 0 63 0 63 0 56 0 146 0 56 0 56 0 50 0 130 F 22A-tpl 0.989 27.69 0.00 63 0 0 0 56 8 222 0 0 0 6 c) AED a)cursion Envelope loss/gain 56 146 573 321 0 0 1 400 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) 56 146 738 368 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 56 146 738 368 14 Subtotal 33% 52% 19 76 33% 52'/ 242 190 15 Duct loads Total roam load 75 4 222 10 948 558 25 Air required (cfm) Calculations approved byACCA to meet all requirements of Manual J 8th Ed. . P. -Fk- wrightsoft- 2014-Aug-07 08:43:40 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 2 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N ' Job: -r-�- wrightsoft' Right-J®Worksheet Date: Enure House By: QUICK CALCS, INC. • 111- ­.,.,. 779_A99_97oo Fav 779-4RR-R79R Finail' OUICKCALCS@AOL.COM 1 Room name M. BATH LAUDRY 2 Exposed wall 7.0 ft 9.4 ft heat/cool 0 ft 9.4 ft heat/cool 3 Room height 1.0 x 61.0 ft 6.0 x 6.0 ft 4 Room dimensions 61.0 ft2 36.0 ft2 5 Room area Ty Construction U-value `F) Or HTM Area (ft2) or (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) number (BtuWft2 (BtUtVft2) perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V� 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 0 0 0 I--G 1 A-c l om 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 0 T-D 13A-4ocs 0.143 se 4.00 2.55 0 0 0 0 0 11 DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 0 0 VjJ 11 13A-4ocs 0.143 sw 4.00 2.55 66 60 239 152 0 1Aclom 1.270 sw 35.56 70.95 6 0 213 426 0 0 0 0 0 0 II_�C 1A-clom 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 -G 1 A-c 1 om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 0 0 IL-�G 1 Ac 1 om 1.270 nw 35.56 70.43 0 0 0 0 1A-clomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 0 0 0 P C 12C-Osw 16A-30md 0.091 0.032 2.55 0.90 1.28 2.32 0 61 0 61 0 55 0 142 0 36 36 32 84 F 22A-tpl 0.989 27.69 0.00 61 7 194 0 36 0 0 0 165 0 6 c) AED excursion Envelope loss/gain 701 885 32 83 145 41 0 0 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) 846 926 Poo 83 0 0 0Less Less external load 0 0 0 transfer 0 0 0 0 Redistribution 846 926 83 14 Subtotal 33 % 52 % 278 479 33 % 52% 11 11 43 15 Duct loads Total room load 1124 1404 43 2 127 6 Air required (cfm) 55 63 Calculations approved byACCA to meet all requirements of Manual J 8th Ed._ A wrigF�tsoft- 2014-Aug-07 08:age 3 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 3 C:\Program Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N wrightsoftm Right-J® Worksheet Job: a e: Entire House By. QUICK CALCS, INC. -C Cl aAOA9 Ph-- 779-drift-R7gq Far 779-466-6796 Email: OUICKCALCS@AOL.COM BEDROOM 2 DINING/GREAT ROOM 1 Room name 12.0 ft 49.0 ft 2 Exposed wall 9.4 ft heat/cool 9.4 ft heat/cool 3 Room height 15.0 x 12.0 ft 1.0 x 568.0 ft 4 Room dimensions 180.0 ft2 568.0 ft2 5 Room area Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) (ft) Load (Btuh) number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 VIJ 13A-4ocs 0.143 ne 4.00 255 0 0 0 0 0 273 21 252 0 1009 736 641 1458 I 1A-ctom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 0 _G 13A-4ocs 0.143 se 4.00 2.55 0 0 0 11DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 0 0 V�,13A-flocs 11 0.143 sw 4.00 255 113 99 396 252 0 1 A-c 1 om 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 0 1 Ac 1 om 1.270 sw 35.56 70.95 14 0 0 0 491 0 979 0 0 188 0 147 569 375 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 1A-clam 1.270 nw 35.56 70.43 0 0 0 0 0 41 0 1451 2874 1A-clomd 1.270 0.091 nw 35.56 2.55 70.43 1.28 0 122 122 311 157 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 6 c)AED excursion 365 411 Envelope loss/gain 1692 2170 5651 7076 12 a) Infiltration 249 70 1015 286 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 1941 2240 6666 7363 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 1941 0 2240 6666 7363 14 15 Subtotal Duct loads 33% 52% 636 1159 33°/ 52% 2186 3808 Total room load 2577 3399 8851 11170 Air required (cfm) 127 152 435 501 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _FI"11­ wrightsoft- 2014-Aug-07 08:43:40 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 4 ` & CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N I Job: -It- wrightsoft' Right-J® Worksheet Date: Entire House By: QUICK CALCS, INC. a17 CT I I ICIE I N FT PIERCE_ FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS®AOL.COM KrrCHEN Room!) 1 Room name 11.0 ft 5.0 ft 2 Exposed wall 9.4 ft heat/cool 9.4 ft heat/cool 3 Room height x 11.0 ft x 5.0 ft 4 Room dimensions 209 0 ft219.0 50 0 ft2 5 Room area Ty Construction U-value Or HTM Area (ft2) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) number (Btuhfft2-°F) (Btu ft2) or perimeter (ft) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL_G 13A-4acs 0.143 ne 4.00 2.55 103 103 414 263 0 0 0 0 0 0 0 0 1Aclom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 0 0 Y-D 13A-4ocs 0.143 se 4.00 2.55 0 0 0 0 11DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 47. 0 47 188 120 V 11 13A-flocs 0.143 sw 4.00 2.55 0 0 0 0 0 1 A-c 1 om 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 L��( 1 Ac 1 om 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 ,A -Glom 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 0 0 0 0 to-ciomd 1.270 0.091 nw 35.56 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 2.32 209 209 187 485 50 50 45 116 F 22A-tpl 0.989 27.69 0.00 209 11 305 0 50 5 138 0 6 c) AED excursion -1 0 Envelope loss/gain 1217 904 371 235 12 a) Infiltration 228 64 104 29 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) 1445 968 475 265 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 1445 968 475 265 14 15 Subtotal Duct loads 33 % 52%1 474 501 33 % 52% 156 137 Total room load 1919 1469 631 31 401 18 Air required (cfm) 94 66 Lo to meet all requirements of Manual J .�A ' i wrightsoft- Right -Suite® Universal 2013 13.0.15 RSU08101 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: 2014-Aug-07 08:43:40 Page 5 -rF wrightsil Right-J® Worksheet Entire House QUICK CALCS, INC. • an cT I uCIF I N_ FT PIERCE. FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS®AOL.COM Job: Date: By: 1 Room name HALL FOYER 2 Exposed wall 0 ft 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 ft2 88.0 ft2 5 Room area 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 N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL-G 13A-40cs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 0 0 1 Act om 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 75 0 53 212 135 13A-4ocs 0.143 se 4.00 2.55 0 T-D 11D0 0.390 se 10.92 11.31 0 0 0 0 22 22 242 251 1�/ 11 13A-4ocs 0.143 sw 4.00 2.55 0 0 0 0 0 0 0 0 (� 1 A-c1 om 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 I��- 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 ,A-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 t�-CG 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 0 207 207 527 265 C 16A-30md 0.032 0.90 2.32 25 25 22 58 88 88 79 204 F 22A-tpl 0.989 27.69 0.00 25 0 0 0 88 8 222 0 6 c) AED excursion 0 -1 En%elope loss/gain 1 22 58 1282 854 12 a) Infiltration 0 0 166 47 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 22 581 1 1447 901 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 22 0 58 1447 901 14 151 Subtotal Duct loads 33 % 52 % 7 30 33 % 521% 475 466 Total room load 30 88 1922 1367 Air required (cfm) 1 4 94 61 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigiitsoft' 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 M -M Lka SaMaMon to Dqaca Nkp=W smieV end rftter vahkjsaW Khftgm FL 2MOMM T# 673304478 "In B# 922235 Year 7MM— Body BoWT-L-MP Vessel Rea' I &P40. ET236.5-053 Tate $dasiFb�P �9979v= F132 - 098047 Registcrcd.One,: Data oi' x8cm 08/03/203.1 Lion Relmse Interest in ft clastted vehida Is hereby released ALICE Mu= am= on FDA= a MWM, 7 MUESM CALXM LW Tate FORT ST LUCIE, FL 341952-2329 Date_ 710ORTAM 11MIMT1011T 1. When ownem e veb of th e hLis descriherein Is transferrers, ran the skffed. the Seger MUST compute in full Transfer of Title- by Sailer section at the bottom of the cerfiffmie of MW. NWH To. 2. Upon sale of this vshlda, the setter must complete ALICE 11ARX3 Mxw the r*tica,of sale on the reverse side of this form. 7 MMSIM CZAM LN 3. Remove your ft—anse plate from the veh(cjq. VT ST LUCIE, FL 34952-2329 4 See the webamess below for more information and it o. app-peAta forms taqutred for.the purchaser to NP title andregister Me vehlc�s, mobile home or vessel: r .. ......... N Stall Lien Satisfaction. to.- Dept of Highway Safety and &dolor Vehicles, Neil Kirkman Building, Tallahassee, FL 32399-0500 �;�;? 69915 0857 965768 tdan ottcl ion t+lurncrcx ------ .-.---.- Year ---•_--rvt,;kt----~r-- lady WT•L•13HP lreascE Ae;.9.�.. No - --t Tiue Number tt�i 'Nt t1i 1979 TWIPTxs3�'��t���I�a'�I $7�T2365053A Registered Owner.- Date Of Issue 03/01/2012 Lien Rei.-3ase FRA11K R SMITH Interest in ih9 described vehicle is hereby rr€•ease; 7 NUESTRA CALLS LN Trte PORT ST LUCIE, FL 34952 Date Mail To: FRANK R SMITH 7 NUESTRA CALLE LANE FORT ST LUCIE, FL 34952 IMPORTANT INFORMATION i. When ownership of the vehicle described herein is transferred, the sailer ,MUST complete in full the Transfer of Title by Seller section at the boticm of the certificate of title. 2. Upon sale of this vehicle, the seller most complete the notice of sale on the reverse side of this form. 3. Remove your license plate from the vehicle. 4. See the web address below for more inlonnation and the appropriate forms required for the purchaser to title and register file vehicle, mobile home or vessel: http:IlwvAv.hsmv.stota,fl.ushitmUtitlinf;htrill x W elate ilu�t thtx ��. S as (� ;G 2itgtt oils mct:^.r r nv rreu I j�,,,_f,(�j_f a. x I to luith'a) milo, d to wad, vitd I tt^rrby�sixity dial n irr,b t eY mx krhrt�7cdt r tit b3nntct�r e.tJinu Iti i"� ,t tcilacxx AC UAL MILEAUt , - (� is L\ rixcL-.SS, b} Or rl ti t 'Ct 41L U. L7�1f13 [� 3- is VCyT'INF .1C ft)AL t,It.EiCF _Utrrl RRSNAtSIE¢.OF".'.PEA,tUBya`,I,D£CLACiE;7HAS�1 Hlitf, fiEADTHE FOREGOING66JF7ENr AND THAT THE FACTS STATED ll�rTARETRUE, r1 L£h, b r C,D Skat-I_f.R 4fust s aFi ra "ftr:%Herq i�t Flee y { i rim it= ItinS f`acal � �@ � t y e �' ✓ " Ta.�' Gvlt�ctuS '. y r , 3Y luaie tiLa r r.... v_.� t 9 X--�..�.�. 3 ft tC e:��mL•c £ �.' ,✓4 s �Z i� STATE OF FLORIDA DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES DIVISION OF MOTOR VEHICLES r Nell Kirkman Building - Tallahassee, FL 32399-0620 Notice of Sale of Motor Vehicle, Mobile Home or Vessel J r Section 319.22(2), Florida Statutes, provides that by filing this form, you can avoid any civil liability for the operation of the sold motor vehicle, vessel or mobile home. In addition to filing this form, we suggest you keep a copy of your bill of sale (we suggest it be notarized), certificate of title or other type of transaction document showing the vehicle was sold. Complete the information below, tear the top portion of this document at the perforation and mail to the address above or submit to your local tax collector's office or license plate agency. have this day of , transferred by assignment of and delivered Florida Certificate of Title to: Name; Purchaser(s) Address Selling Price $ UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING DOCUMENT AND THAT THE FACTS STATED IN IT ARE TRUE. Seller's Signature + Co -Seller's Signature NOTE: THE SUBMISSION OF THIS FORM, ACCURATELY COMPLETED, TO A TAX COLLECTOR'S OFFICE, LICENSE PLATE AGENCY OR TO THE ADDRESS ABOVE WILL ALLOW THE TITLE CLERK TO UPDATE THE DMV DATABASE TO REFLECT THE TITLE RECORD AS " SOLb". HOWEVER, THE OWNERSHIP STATUS WILL NOT CHANGE UNTIL THE PURCHASER APPLIES FOR AND IS ISSUED A CERTIFICATE OF TITLE. :t'. ._.::... n 1 CAUTION hEAD CAREFULLY :- I REFLECTS ACWAi MILEAGE . ,n 2 IS ZII Xt EtsS OE;IT$ M fiAN[CaL ihtCfS k%:Q 3 1SNbT THE AfrTIlAL MILEAGE a BEFOREYOtI' k (E7fCSSOFITSMECFIj1NIGALLIMITS;'.,!::,;F= 1VAttNING OD0�7ETERDISCREPANCY j CtiECKABOX -'. APPLIPS.TOS;DIGCF.I)DOMEtERS) 'Porebaser.Must Co PurehoserMust Stga Herr � � J Sigo Hera. Pant Here. a Print Hem r 7. ISeller/AyenlMust :AU etlan,IVome(WheoApptleabte) . Sign Here: .... Prin ere. :i .:. ... :; t :.Auctian'LiceoseNamber .Seaing Dtafte 6 " Selling Dealer a . •; :. tLF . fbF Llecato No; Name ,t No ; .... i. Collected Selling Dealec'a Addresse '• I -. -Dote S01d / '. Parchaur'sNome(a)., <�:� �:::i . .:.:•. � �:; .�:.. .. :. �. :Address:::' .. 1/WE STATE THAT THLS S OFt: 6 DIGIT ODOMETER NOW READS '(NOM S DATEREAD O ANU:I HEREBY :. TTHE BESTF MY" WL6 THEODOMIETER READING: o k CAUTION READ CAREFULLY -, YOU _- t [tEF1ECTS ACTUAL MILEAGE - .. 2, IS IN EXCESS OF rl'S MECHANIC LIMITS a 3 IS NOTii"CTl1AL Mn t.AGE. (EXCFS5 ORl'I'S MECHANLCAL;L WAItti1NG METER DISCREPANCY a7 ' .BEFORE - n CHEK A BOX- .: - - . - APPLIES TO S DIGrf ODOMETERS) ParchaserMist Siga Herr Sign Here / r liW H e = .• Print Here i Seller/Agent 'Must AurtlauNome(WheaAppllcable) '. PnntHerc -;'. : ` .... ... ticenulrumber .. . Sang Deale'ea . .. : ScWag Dealer's 7a= i Taz '. Llcease i6.: .. .. .. . :,Collected SeWagDealer's Addrem .... .: :DdteSold: '. :.o: Parcbmer'sNaate(s) '- - ! •'�. - ` .: -Addms ' t] = t/WE STATETHAT THIS ❑ S OR {{ ❑ 6 DItIIT ODOMETER NOW READS O TENTHS) MILES DATEREAD /�! AND [HEREBY .. ERTIFY' ff T.TbTIIEpPSTOPMY1CFt0 EpG&TIIEODOMETERREADING,. :.r CAUTION READ,CAlt13FiJE{Y `` ,1 I(EPt)iCrsAGlvlilttU[IiAbE; „ ismE,xcmOFHSbac-L,AN(C�UZIMIT$ 'Q3 ISN07T1�i1CGTOr�GMiLEi>OE ,t�t SiFOR8Y0U' ry y� :.(FXgESgOFtTS1�3iiC1iA7IICAIT)n1CCS ` W¢tt2J$70 Q'I I87EAilISCRBPAN�Y!'.,t.. •SS ... ..1•CHECICAIIOX<,.. ... .. is. ...:_....a7a>....`s:=<-r.:51PPL{ESTdSDIGIT'OIHIM(?I'EIF$l.r.. -r-,-. s.<.. >.�.<!>, _sa;i.:..,- .... .. i 01 ll CNtYW AGYP SUB4, RPT# L4 f6l 1 8�5 Tfi 69W0857 i 124 JKC 3320 STATE OF FLORIDA 130 965768 AUDIT# 096919192 APPLICATION FOR VEHICLE/VESSEL 5988821 an CERTIFICATE OF TITLE .............. - I MAKE or BODY TITLE NUMBER VEHICLUVESSEL IDENTIFICATION 9 YR-MAKE MANUFACTURER TYPE VEHICLE COLOR vVTjLFNGTH G'M/I,CC F0 HKj 1, 32'l-is-1 I �979 7 I E60 9 8-0 i �— DATE OFISSUE TRANS VEHICLE USE HULL PROPULSION FUEL VESSEL WATER FL NUMB$A AUTH MO. DAY YEAR CODE MATERIAL TYPE DESTRUCTION 13IRTHOATE RESIDENT CNTY SEX MO. DAY YEAR Y N ALIEN R98-1) j. ApplicantlOwners Name a Address FRANK R SMITH t 7 NUESTRA CALLE LANE I si OWNER FUDL# OR 2nd OWNER FUDU OR PORT $T LUCTE, FL 34952 [S530276370596 L . ........ .. VOLUNTARY CWrRIStjTiO N'S TITLE, FEE SALES -TAX GRAND TOTAL FEEAGENCY = 17.5 o E=K i tAction Requested: TRANSFERTULE Brands: PREV. STATE DATE ACQUIRED NEW USED ODOMETER/VESSEL MANUFACTURER ODOMETER i I DECLARCATIATIOON N CERTIFI ❑ FL .03i01/201.2 xyl LIEN INFORMATION DATE OF LIEN RECEIVED DATE FEID tt OR FL/ OL ANDSEXAND DATE OF BIRTH ow ACCOUNT 4 NAME OF FIRST LIENHOLDER: ADDRESS SALVAGE TYPE INFORNbkTION SELLER. PjAmE D-, SELLER, FLORIDA DEALER, OR OTHER PREVIOUS OWNER ADDRESS DEALER LICENSE N10. CONSUMER OR SALES TAX L-XEMPT104N # SALES TAX AND USE REPORT INDICATE TOTAL PURCHASE PRICE, INCLUDING ANY S, UNPAID.13ALANCE DUE. SELLER, BANK OR OTHERS --- TRANSFER OF TITLE ❑ PURCHASER. HOLDS VALID INDICATE SALES OR USE TAX DUE AS pn . oviDEb BY CHAPTER 0.00 IS EXEMPT FROM EXEMPTION CERTIFICATE 212, FLORIDA'STATUTES FLOnDA SALES an ❑ vEjjT CLE I VESSEL WILL BE USE TAX FOR THE USED EXCLUSIVELY FOR RENTAL iREASON(s), CHECKED OTHER OT14ER Cl SELLING PRICE VERIFIED APPLICANTCERTIFICATION IAVS HEREBY CERTIFY THAT THE VEHICLEAESSELTO BE TITLED VVILLNOT BE OPERATED UPON THE PUBLIC HIGHWAYSWATERWAYS OF THiSSrfATE. I CEPMrf THAT THE CERTIFICATE OF TITLE IS LOST OR DESTROYED. I CERTIFYTHAT THIS MOTOR VEHICLEWESSEL WAS REPOSSESSED UPON DEFAULT OF THE LIEN INMUNIENTAND IS NOW IN MY POSSFSSIOM RECORDED NOTICE IS HEREBY GIVEN THAT THERE IS AN VE� APPLICATION FOR TITLE IF LIEN IS BEING RE i SEREBy CERTIFY THAT WJI? LANNFULLY OWN THE AS. , -CRISED = AGREE TO DEFEND THE TITLE AGAINST ALL CLAIMS, EyjSjj-jG WRITTEN LIEN INSTRUMENT INVOLVING THE YE.1 IESSEL =.'W AE.V AND Y UENHOLDER SHOV-74 AB0VF— ME FURTHER AGRE UNDER PENALTIES OF PEFUURY, I DECLARE THAT I HAVE REV THE FOREGOING DOCUR4EIdT.A1dDIHAT THE FACTS STATED IN -IT ARE TRUE, Signature of ArplicantlOv-1cr HSfAV 820,11 REVISED OPJ06 SCAN CODE MVT Signature of ApplicahitCO-OWner �9'1 TYPE 0 SURVEY. -I BOUNDARY PLOT PLAN U C 11E IN FINAL I TOPOGRAPHIC COMPLETED ON: 2-24-12 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 6444 ALEMANDRA STREET, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE W- LOCATED UNLESS OTHERWISE SHOWN. z3. THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO — II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. W 12111CO065 F, EFFECTIVE DATE JUNE 30, 1999. ABBREVIATIONS: �- 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 0 W SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = v 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE 15 a- CENTERLINE OF ALEMANDRA STREET HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. SCALE- 1 "=30' DATE: 12-01-1 DRAWN: CJM JOB NO.: 14-1892 FATC. W W Q N 0 oa aZ O a N W J a PERMIT #: /yv R' - D 4/ 3 3 EXISTING 30.83 i.32' AVERAGE TOP OF FORMS to ELEVATION=26.73 9.33' 2.OF ABOVE Eeta �N7 oil �< 0 mF 11-1>W F EXISTING viz F r` O o - o .99, wt-L Cr. � �0i tDatI�u Ap LAST FIELD DATE: 12-01-14 ALEXANDER J. PIAZZA PSK INC. YNCERTIFIED T0: WYNNE BUILDING CORPORAT?ON , Surveying • Mapping • Consulting 619 SW Biltmore Street *LEBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 ry ALEXAND J. PIAZ Professional Surveyor do Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2014\DWG\14-1892.dwg, 12/1/2014 3:25:33 PM