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HomeMy WebLinkAboutSUBMITTED PAPERS� - V ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: % PermitNumbe'r: 1�o0�-QyOa RECEIV7D JAN 28 2016 ' SCANNED 1"46 Building Permit Application BY Planning and Development Services St. Lucie County Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building III Address: Legal D- s ems• 1�� gs Property Tax ID #: i ,4n ) — (nl —_(')(-)6 i- CC'Y1-1 Lot Site Plan Name: Block No. Project Name: Lakewood Park Setbacks Front 053U Back: ?ai�'b�l Right Side: 12v LeftSide: DETAILED DESCRIPTION OF WORK: New construction of single family residence • �A V a A cow 3 bak1, c o �4ia�Q CONSTRUCTION INFORMATION: I III .. vc cnuu ucu uuuc, uin Pei uu, —uieLn an apply. I ZHVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors L ZElectric Z Plumbing Sprinklers Generator 71 Roof Total Sq. Ft of Construction: 302n S Ft. of First Floor: Cost of Construction: $ 1 �?�cIC�7 Utilities:cnSewer 4Septic Building Height: OWN 'ERAESSEE:Owner CONTRACTOR! Ad -am s Homes of Northwest Florida, Inc Name Adams Homes of Northwest Florida, Inc Name: William B. Adams,11pL�, Address: 3000 Gulf Breeze Pkwy Company: Adams Homes of Northwest Florida, Inc City: Gulf Breeze State: FL Zip Code: 32563 Fax:321-751-1607 Phone No.321-751-1530 Address: 3000 Gulf Breeze Pkwy City: Gulf Breeze State: FL Zip Code: 32563 Fax: 321-751-1607 Phone No. 321-751-1530 E-Mail: melbournepermits@adamshomes.com Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: melboumepermits@adamshomes.com State or County License: Florida If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. ^ M SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: �r.urrm=cR: _ Ivoc Hppilcame MORTGAGE COMPANY: Not Applicable Name.' Keesee&Associates Name: Address: 945 south orange Blossom Trail Address: F City: Apopka State: FL City: I' State: Zip: 32703 Phone: 407-880-2333 Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Applicable Name: Name: _Not Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. .. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencinia work or recordine vour Notice of f'nmmPnrPm Pnt _Signature wne Lessee/Agent STATE OF FLORIDA COUNTY OF Santa Rosa The f r oing instrument was acknowledged before me this day of 20 L(pby AAMU"M i3ryan Adams STATE OF FLORIDA COUNTY OF santa Rosa The forgoing instrument was acknowledged before me this (VI of 20 _L(4 by 1, William B!yan Adams (Name of person acknowledging) (Name of person acknowledging ) Notary Public - Personally Known x OR Type of Identification Produces Commission No. Revised 07/15/2014 of Florida) (Signature �xoclucecl e of Florida ) duced Identification Personally Identification Type of Identification Produced pd'J aia (Seal) SHELLEY A. SEPUL ON m ' Sion No. SHELLEY A. ' ``° Notary Public - d Notary Public -State of Florida c , • , �A Y Commission 4/ FF 165104 Commission # REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REV EW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE i I INITIALS d Florid; 25. 201 65104 RECEIV-'D JAN 2 91016 ' Planning & Development Services PURMUMMW Building & Code Regulation Division MOLIIL90 2300 Virginia Ave • Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 rµ_,Request for 30-Day Temporary Power Release Date: 1-rq 7— I Co PermltNumber: ProjectAddress; THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION, IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release Is requested for the above stated purpose only, and there wla be re occupanry of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, Including Building Division Policy, which Is Incorporated herein by reference. 3. All conditions and requirements listed in theatlached document "titled -Requirements for 30 Day Power for Testing' have been fulfilled and the premise Is ready for compliance Inspection. 4. All requests far an extension beyond 30 days must be made In writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order Issued If the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANYTYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. From: 05/18/2016 12:42 -I #12wT P.0011601 tf01t 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) 845-7446 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 689.6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED May 12, 2016 KSM JOB # : 161223-1d/MH/aj PERMIT# 1601-0400 ���'�� CONTRACTOR Adams Homes , JOB LOCATION 5904 Shannon Drive MAY $ 2��6 Lot 2, Block 139, Lakewood Park Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill BY: 'TEST LOCATION w PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 60 113.7 115.8 98.2 2 S.E. 59 112.3 97.0 3. Center 60 113.6 98.1 4 N.W. 60 112.9 97.5 5. S.W. 60 113.3 97.8 Soil Description: Brown Sand 117.0 I I I I I w I In Place Moisture: E I I I I 11.3 Percent I 116.0 G I I I I I Optimum Moisture: T 11.0 Percent 115.0 ►—••_..L.._..I .._..I_.._. _.i_.._. P I I I I talax. Dry Density. 116.8P.C.F. c 114.0 _..�.. ..~.._.�_.._.j_.._. _. @ Test Locations The F I i I I I I I I I I Density & Penetrometer 113.0 ' —" —")—"—•.I_ — 1—"—'I—"—' Readings Indicate the D I I I I I Degree ctf,Gb4fl fiburtylBets R I I I I I Mini mtlh� [�ui,� �i. Y 112.0..—..r..—••i—••_.y_.._.,_.._.,_.._., -_ r a�.r ••.. 8 9 10 11 12 13 14 P 1n. k ngs T `n io Nafural Grade. Moisture - % of Dry weight J e_`spea u"cS - Pr idey NP ��`•� E al to: sn'Ick�t2t@gmail.com np,� Fax to: Saint LucW.9.9Y5YKEeWe1 d�], 3729RITTZ. No.: 860 / Julie E. Keller, P.E.: 68366 05/13/2016 14:56 772585, KSM ENGINEERING.— f PAGE 01/01 R17iYi KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7765 P.C. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmanginmring.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@1KSMENGINEERING.NEr ST. LUCIE (772) 229-9093 C.A.: 6693 1 FAX (772) $59-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED May 12, 2016 KSM JOB # : 161223-ld/MH/aj PERMIT# 1601-0400 CONTRACTOR Adams Homes JOB LOCATION 5904 Shannon Drive Lot 2, Block 139, Lakewood Park Ft, Pierce, Florida ITEM TESTED Compacted Foundation Fill 'TEST LOCATION DEPTH "PEN DRY MAX -DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0"-12" 60 113.7 115.8 98.2 2 S.E. 59 112.3 97.0 3- Center 60 113.6 98.1 4 N.W. 60 112.9 97.5 5. S.W. 60 113.3 97.8 Soil Description: Brown Sand 117.0 WI I I I I In Place Moisture: E 11.3Percent I 116.0 G I I I I I Optimum Moisture: T 11.0 Percent•._..L.._..I .._.1_.._. _.l_..—. P I I I I I Max. Dry Density: 115.8 P.C.F. c 114.0 �.._..j--- •-�-._..j_.._.�_.._ _. j I I I I I @ Test Locations The F I I I 1 I I Density & Penetrometer 113.0 Readings Indicate the Deg�c�f�CtbYh ti(7a/veets R I I I I I Minii Y 112.0 �-•_..r.._..,_.._..,_.._.,_.._.,_.._., Unst�Fetsc 98 9 10 11 12 13 14 PeYngs T �rl io Natural Grade. Moisture - °h of Dry Weight ,e�°Ctfup�cS '°'• �tA.._ RECEIVED MAY 1,3 2016 Fax to: Saint Luc o�aQ� G K�liilt PE:37293'l�pL'iC. No.: 860 / Julie E. Kelley P.E.: 08366 r i �.frrfitP (/Ot�Y/ro�� Planning 8. Development Services Building 8. Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:1772)462-2172 Fax:17721462-6443 PROPERTY INFORMATION REVIEW COMMENTS Page 1 Address: 5904 Shannon Dr ;,le CoUrty F` Owner(s): St. Adams Homes Of Northwest FI City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1301-613-0051-000/1 Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-4 Lot#: 2 Block: 139 APPLICATION INFORMATION Permit Number: 1601-0400 Stories: Automatic Sprinkler System? No Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) CONTRACTOR INFORMATION Contractor Name: William B Adams Fax Number: 850-934-5533 Business Name: Adams Homes Of Northwest Florida, Inc. Business Addr: 3000 Gulf Breeze Parkway Email: Shelly@Adamshomes.Com City / State / Zip: Gulf Breeze, FI 32563 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith 1/28/2016 1/2912016 1/29/2016 Comment: DOCUMENTS MISSING PENDING Deanna Givens 1/28/2016 1/28/2016 Comment: VEG PERMIT SENT TO ERD ENVIRONMENTAL REVIEW PENDING Comment: FRONT COUNTER REVIEW COMPLETE Deanna Givens 1/2812016 1/2812016 1/28/2016 Comment: PLANS EXAMINER REVIEW PENDING Comment: ZONING REVIEW INCOMPLETE Lydia Galbraith 112812016 Comment: BASED ON ST LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 7.06.02 (A), THE PROPERTY IS 1/28/2016 REQUIRED TO PROVIDE TWO PAVED PARKING SPACES OF 10'X18'. THE PARKING SPACES MAY BE AT THE PAVED DRIVEWAY. HOWEVER,DRIVEWAY WILL NEED TO BE 20' WIDE. PLEASE PROVIDE CORRECTED SURVEYS. 1/29/2016 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. RECEI`.":D JAN 281016 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY ADAMS HOMES OF NORTHWEST FLORIDA INC (Company/Individual Name) project located at will be using the following sub -contractors for the 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 DEL -AIR ELECTRICAL SERVICES, INC EC13003715 JOSEPH STRADA JR Plumbing H&H PLUMBING CFC057565 WILLIAM HONEYCUTT IIVAC/ DEL -AIR HVAC & REFRIGERATION, INC CAC032448 Mechanical ROBERT G. DELLO RUSSO Roofing TREASURE COAST ROOFING BRIAN MALONEY Gas PERMIT ISSUE DATE: NUMBER: Revised 07/29/2014 RECEI!' M JAN 2 81016 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division v BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicabie): EC13003715 Del -Air Eleetrial Services, Inc. have agreed to be the (Company Name/Indlvidual Name) Electrical Sub -contractor for °'DAMS HOMES OF NORTHWEST FLORIDA, INC (Type of Trade) (Primary Contractor) For the project located at 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 Contractors License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: tEI AI1D -`1[,t Address: 631 Cord'Isco Way 77 City/State/Zip: Sanfrod, FL 32771 Phooc,407-333-2665 email: Joseph Strada Jr. SIGNATURE PRINT ,N.,A eME� � 1n DATE STATE -LORIDA, COUNTY OF 32 Y 1 L7t._ P_ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF , 20J BY �1Q�7h �1.1 j"CIC� WHO IS PERSONALLY KNOWN OR HAS SIGNATURE OF NOTARY PUBLIC SLCPDS: 08/06/2014 AS IDENTIFICATION. (STAMP) PRINT NAME OF NOTARY PUBLIC pMrxxer�n.auTo HAI-Il RA 0 '� tit:4;�• STEPHAtJIE RALLO P ;r i'u:nroiss oni{ FP 175011 Etpir^sFluvemhzr9,'1018 $ `%{.ly;' Tr.R:n irvrrnrr:n�r+vt:ori'Wma RECEI`.'{D JAN 28 2016 PERMIT# I I ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTORAGREEMENT St. Lucie County Contractor Certification Number: IX 7 1 9 I State of Florida Certification Number lirapprcamc): CAC032448 Del -Air HVAC, Inc have agreed to be the (Company Name/Individual Name) Mechanical Sub -contractor for ADAMS HOMES OF NORTHWEST FLORIDA, INC (Type of Trade) For the project located at Address or (Primary Contractor) 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: SLCCD'V (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's Liccnse) NOTARIZED SIGNATORIIES ARE REQUIRED Iiushicsstlamc: l --A i r Ap Address: 531 Codiseo Way J City1Stmc&ip: Sanford FIL 40 - 2665 Phone: email: G. Dello Russo 51GNA1",URIr PRINT NAME DATE STATE OF FLORIDA, COUNTY OFpp� THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 01 DAY OF , 20_L(,, BY ROM G. i3EL'L0 RUSSQ WHOIS PERSONALLY KNOWN P--'ORHAS PRODUCED AS IDENTIF`IC�AjT;ION. �%V•""'•��� �-llrll/�� � 1 VI!t�� (STAiv1P). SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC.,-,„ • 4 , ac. SLCPDS: 08/06/2014 ¢l = f ff C IRE SSION E 4, 20190 J?,de EXPIRES: dune 14, 20t5 k%'�%%"``•` Bou2edThra Molan7ub�UnJe �nlers RECEi''-D ]AN 2 2016 PERMIT'# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If appOnbic): H&H Plumbinci Plumbing (Type ofTmde) For the project located at CFC057565 have agreed to be the Sub -contractor for ADAMS HOMES OF NORTHWEST FLORIDA, INC 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 she tm on the Contractor's License) NOTARIZED SIGNATURES ARE REQMRED 3 ' Business Name: H ��i/I &nq ( 'ti*anbYiS Address: 7605 Progress Circle #� City/Statc!Lip: Melbourne, FL 32904 Phone: 321-255-7397 email: 112@cfl.rr.com - � William Honeycutt 91 ATui ,�— PRINTNAME �% DATE STATE OF FLORIDA, COUNTY OF �_I,faA VAC.. THE FOREGOING INSTRUMENT WAS SIGNED BEFORE NIB THIS DAY OF °Oho BY WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. (STAMP) SIGNATU E F NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC ors°': °p^ag JENIFEHMUSUMECI SLCPDS: OS/062034 h1YCQ41A9S610N#EE16U74 EXPIRES: February U. 2016 °4�E°t Bm3t91NuEulgelNtlelin£es RECEIVr:O JAN 2% 1015 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUWCONTRACTOR AGREEMENT SL Lucie County Contractor Certification Number: Stale of Florida Certification Number grappnnbic): CCC'1330653 Treasure Coast Roofing have agreed to be the (Company Nametindividual Name) Roofing Sub -contractor for ADAMS HOMES OF NORTHWEST FLORIDA, INC (Type of Trade) (Primary Contractor) For the project located or Property 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 (Nu. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name•. Jle rP Goa.T7 /iae Frit,�7 Address: 1816 SW Bittmore St City/Statc/7ip: Port Saint Lucie FL Phone: 772-370-9770 SICNATUR email: Brian Maloney PRINT NAME DATE STATE OF FLORIDA, COUNTY OF < 3C, , J ( 10 4,c> THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS-� DAY OF otn a , 20 j ( BY r.,Q WHO IS PERSONALLY KNOWN OR HAS PROD/CED AS IDENTIFICATION. SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 08/06/2014 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE 4 4149516 OR BOOK I PAGE 13891, Recorded 01/12/2016 at 11 PM J� Prepared by and after recording return to: John W. Monroe, Jr. Emmanuel, Sheppard and Condon RECEI" D AN 28 2016 30 S. Spring Street Pensacola, FL 325D2 A0458-135533 Peril No.: Tax Fogo No.: 130260000020006 NOTICE OF C State of Florida County of St. Lucie To Whom It May Concern: The undersigned hereby property, and in accordance with Section 713 of the NOTICE OF COMMENCEMENT. Description of property: Legal Description: Lot 2, Block 139, Lakewood Park Unit 11, accordin through 32D, Inclusive„ of the Public Records of S Sheet Address: 5904 E 1. General description of improvements: Single 2. Owner's Information: Name: Adam Address: 3000 Interest in Property: F Name and Address of you that Improvements will be made to certain real Statutes, the following Information is stated In this to the plat thereof, recorded in Plat Book 11, Page 32A Lucie County, Florida. Dr., Fort Pierce, Florida 34951 amily Dwelling Homes of Northwest Florida, Inc. Attn: Daphne Fincher ulf Breeze Parkway, Gulf Breeze, FL 32563 e Simple :e simple titleholder (if other than owner): 3. Contractor Information: Name: Adams Homes of Northwest Florida, Inc., Bryan Adams, President Address: 3000 Gulf Breeze Parkway, Gulf Breeze, FL 32563 Telephone No. (850) 934-0470 Fax No, (Opt.) 4. Surety Information: Name: NIA Address: Amount of Bond: 5. Lender Information: Name: Wells Address: One V Telephone No.: (336) 6. Identity of person within the State of Florida desi5 may be served as provided In Section 713.13 (1) Name: N/A Address: - Telephone No.: 7. In addition to himself, owner designates the follot provided in Section 713.13 (1) (b), Florida Statute Name: Pete Address: 3840 Name: Wells Address: One 5 27101 8. Expiration date of Notice of Commencement (the Different date is specified) Bank, N. A. Attn: Holly Harris rrth St. MAC 04000-030, Winston Salem, North Carolina 27101 led by owner upon whom notices or other documents (7), Florida Statutes: person to receive a copy of the Lienor's Notice as Eau Gallic Blvd. Ste 106, Melbourne, FL 32934 rgo Bank, N. A. Attn: Holly Hams Fourth St. MAC D4000-030, Winston Salem, North Carolina Aration date is 1 year from the date of recording unless WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TYVICE FOR INIPP.OVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR TENDER OR AN ATTORNEY BEFORE COMMENCEING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the we to the best of my knowledge and belief. STATE OF FLORIDfSlate of Florida ST. LUC IE COUNTfounty of Eswmbfa THIS I TO CERNWFi 'I, bT JbSti$m'krd was acknowledged before me TRUE 0 CORRECnko���;'Adam oomas bf Northwest Florida, Inc.a ORIG an oath. e g '- H -. SM T ER� By. Deputy Cler4 .... ... :i' s Date: �._ JAN _ i22016 „. "'' notice of commencement and that the facts stated therein are Adams Homenrlhwest F ride, II Signature of Owner or Owner's Authorized Officer Glenn H. Schnetter, Assistant Controller 8th day of January, 2016, by Glenn H. Schnelter, Assistant ids Corporation who is personally known to me and who did not take Notary Public (Signalu 1 U% Notary Public, bllic State ooffRadds * My Comm. Expires June ID, 2017 -*MW Commlssbn No.FF2110 RECEIVED JAN 2 920116 PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGINIA AVENUE FORT PIERCE, FL 34992-5652 (772) 462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner 'he following described property, 59ah v2 (Parcel Id#/Legal description/Address for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the 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. AEanisHomesdHa ftadfhiido,tna Property Owner Name (Please Print) roperty Owner Signature Date r STATE OF FLORIDA, COUNTY SVF' ACKNOWLEDGED BEFORE ME THIS � DAY OF X.I,Yi �'Y�tr'L`�� 201 (Q, BY E,�tiriigrn Rpjan Ada.M WHO IS PERSONALLY KNOWN TO NEC/ )OR WHO HAS PRODUCED SHELLEYA. SEPULVEDA TYPE OR PRINT. NOTARY IDENTIFICATION. v-s= - >"`.°..a(SFM5LLEY A. SEPULVEDA Notary Public -State of Florida My Comm. Expires Jan 25. 2019 Commission#FF 165104 SLCPDSD Revised 04/112011 i RPPL eg O'IOp a•AP1 Doc "`�` 'ZO T a:56-SF--1663 a:F110 DBE PAIo:01/1216 PAID:400.00 let RECEIPT a:— stmDIvxsxoaf: ce, FL 34951 6 P= Violation Number a Lakewoodp dr BLOCR: 339 ° CAD fX] ITEMS IDa: 730 Co The system is 1 7 [oil T STALLATION ARE NOT IN COMPLIANCE WrTA •0-1 0 a-1' 400gpd. 5x91ong]1 f ] f02j ANK SIZE ANR fi sTRTuxE OR NO violations, syst f 1 f03] T bMTERIAy ] ]0= f2 RV1'E AND S Needs final inspect ! ] t04] OUTLET DEVICE COOcre] _ SETBACK T BE CO CTED• Final system applr ! MOLTI_C to 1 ] f27 PjjCZ DB 4016• O6/' r 1 10611 IEG DT FBI�RRED Polylok N 1 l! )1 f281 DITCHES RATRR Incorporate C 9] WATERTIGHT]. 28_O)5_05DD3 L 28 f ] 130]] P"RXVTE xELLS 5 FT 1 ] 1091 DEP L1 To ! ] 1311 2 C ELLS — FT C ] DRAINFIELD INSTLID f1 1 1321 PO Razz RATERLLS_ f ] PT Ill) DIASS•R [1]�509.q 1 ) f34] PROP N POUbiD.7T10_4= FT 1 1 f12 TBIBUTZON_ C2] ] C35] EBTY LINES NS FT ! ] C13] R OF DRAWL BOX ROE SOFT ! FILLED �NEIR = FT f ) 1141 DRAINLINE SEPARATIpN 1• 2. 1 1 (3371 DPLMovjqD D YST� FAT f ] f16J] )ZP.T sloDo pe f 1 C38]] A HOOLDERs COVER _ I ] LEVATIDx VER f 1 f39 LOPES 1 1 f171 SYSTEM C AaoVE / BELOW 1 STABILIZATION !18] DOSXqc; LOCATION ] ]1 1Z91 AGGREGATE S 1= f 1 Q' TIONAL INFpT2 [20] AGGREGATE SIZE f twOBST C ON _ ] f2.1 TB EXCESSIVE! ] 14�1 STD RU TED AREA ! ] REGA PILL AGGREGATE DEPTH PINES I 1 C42J ALARMS TER BUNOFi.. ( / EXCA 1 f437 f 1 f23] FIIy AMOUNT MATERIAL ( ) I4p 1urxzzE � f ] 124 TEXTURE I ] f45)1 zOC4 XNG AREAG NT 1 1 f251 EXCAVATAREA p ION DEP ! 1 146] £°CATION CONFORMS CO�ent:,. Do REPLACEMENTEJZjT ! ] 1471 I48] O'!RE RACTOR G Brian ITN SITE PLC nlmenta are RIAL INFILTlZB is Davis (Boon D °n Page 2 ] 1449 DD T R Quick4 Plus 43avi@Sep 1 ] T E LP CON3TRVCTION I 150] ,i, PUMPED APPROVED / AN1C BUSHED 6 FI- PINAL 3YSTEN I DISAPPROVED ): rRV1a, APPROVED / Envlmnmentals �O° °f violati40i6on DISAPPROVED Pacla Bri corpora ted•O 64Eb6 so a FACT Previo )a edition omen p a 6 an Un9ram (ENVIROS �ABNEAiTMRD DATE: 0B/2_ Chb I EHOatabase v1.0,1 a Which MaY not 9 L DATE. 09/ °aed) 2_8/209R AP1219766 E10195313, �•, ",, - STA • DEPAIZTP��a.��,� �`I.OgIDA •q ONS !'r, OF y ocb aye conS".VCEWAGg z Tg TION II'ISPEC!L7X0N A� FISPOSAL Sys S' APPLZDANT: Ad // f DE Adams J l0 d / _• D !� APPROVATZ M • AGExT: Brian D Homes 7`•(Jzj • ti 1 CT' PROPERTY ADD Davis (Brian Davis BepfiC REss: Backhoe LOT: 2 5904 Shannon pf Fort P'Servi Inc. From: 09/14/2016 14:39 #894 P.001/003 St Lucie County inspections 2300 Virginia Avenue Ft Pierce, FL 34982 SEP 14 2016 (722) 462-2172 PERNUTTivG St. Lucie County, FL CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT # 5LC� t(vy l C31400 JOB ADDRESS 5904 Shannon Dr, Fort Pierce, FL 34951-4803 BUILDER Adams Homes PEST CONTROL CONTRACTOR HomeTeam Pest Defense, Inc. PEST CONTROL LICENSE # JF0001886 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 of area treated: 2265 Percentage of solution: Date of treatment: 08/01 /16 ® Footing ® 1 st Treatment ❑ Re -treat ❑ Slab ❑ 1 st Treatment ❑ Re -treat ❑ Driveway ❑ 1 st Treatment ❑ Re -treat ❑ Pools ❑ 1 st Treatment ❑ Re -treat ❑ Other ❑ 1 st Treatment ❑ Re -treat Chemicals used: Bora-Care Total gallons used: 2 Time of treatment: AM FBC104.2.6 Certificate of Protective Treatnentfor prevention ofterni tes. A weather resistant.jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed providing a copyfor the person the poermit is fisued to and another copy for the building pennitfiles. The Treatment Certfrcate 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 ofprotective treatment. lfthe 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. ❑ Perimeter for Final Inspection Signature of exterminator NOTE. There must be a completed forin for each required treatment or re-treannent and this forin must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. From: 09/14/2016 14:40 #B94 P.002/003 New Construction Service Record This form is comDleted by I Subterranean Termite Control Public reporting burden for this collection of information is estimated to average 15 minutes per response, Ind instructions, searching existing data sources, gathering and maintaining the data needed, and completing and n This information is required to obtain benefits. HUD may not collect this information, and you are not required to a currently valid OMB control number. OMB Approval No. 2502-0525 (exp. 05/3012010) the collection of information. this forth, unless it displays Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for 1 his report Is submitted for rotor mational purposes to the builder on proposed (new) construction cases termite infestation is speed by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control company and builder, unless stated otherwise. Section 1: General Information (Pest Control Company Information) Company Name HomeTeam Pest Defense, Inc. Company Address 4341 Fortune Place City West Melbourne State FL Zip 329D4-1532 Company Business License No. J8165929 Company Phone No. 321-409-8489 FHA/VA Case No. (if any) Section 2: Builder Information Company Name Adams Homes Phone No. 321-751-1530 Section 3: Property Information Location of Structures) Treated (Street Address or Legal Description, City, State and Zip) 5904 Shannon Dr, Fort Pierce, FL, 349514803 Section 4: Treatment Information Date(s) of Service(s) 8/1/2016 Type of Construction (More than one box may be checked) ® Slab F Basement F Crawl F Other Check all that apply: r A. Soil Applied Liquid Termiticide Brand Name of EPA Registration No. Termiticide: Approx, Dilution (%): Approx. Total Gallons Mix Applied: Treatment completed on exterior: ® Yes F No ® B. Wood Applied Liquid Termiticide Brand Name of Bora-Care EPA Registration 64405-1-AA Termiticide: No. Approx. Dilution (%): .23 Approx. Total Gallons Mix Applied: 2 C. Bait system Installed Name of System: EPA Registration Number of Stations No. installed F— D. Physical Barrier System Installed Name of System: Attach installation information (required) Service Agreement Available? Z Yes L No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Comments Name of Applicator(s) Hiram Tones Certification No. (if required by State law) JF132379 The applicator has used a product in accordance with the product label and state requirements. All materials and methods used comply with state and federal regulations, Authorized Signature 4--"�� Date 08/05/16 Waming: HUD will prosecute false daims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001,1010, 1012; 31 U.S.C. 3729, 3802) form HUD-NPMA-99-B (08/2008) From: -,09/14/2016 14:41 #894 P.003/003 Subterranean Termite Protection Builder's Guarantee OMB Approval No. 2502.0525 (exp. 05/30/2018) This form is completed by the builder. Public reporting burden for this collection of information is estimated to average 5 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is required to obtain benefits, HUD may not collect this information, and you are not required to complete this form, unless it displays a cumently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires a licensed Pest Control company to provide the builder a record of specific treatment information in those cases when if any method other than use of pressure treated lumber is used for prevention of subterranean termite infestation. When applicable, form HUD-NPMA-99-8 must accompany the form HUD-NPMA-99-A. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The Information is not considered confidential, therefore no assurance of confidentiality is provided. This forth is submitted for proposed (new) construction cases when prevention of subterranean termite infestation is specified by the builder or required by the lender, the architect, FHA or VA, This form Is to be completed by the builder. This guarantee is Issued by the builder to the buyer. This guarantee Is not to be considered as a waiver of, or in place of, any legal rights or remedies that the buyer may have against the builder. FHANA Case No.: Location of Structure(s) (SlreelAddress, or Legal Description, City, State and Zip): 5904 Shannon Or, Fort Pierce, FL, 34951.4803 Buyers Name: The undersigned builder hereby certifies that a State licensed or otherwise authorized pest control company (where required by Slate law) was contracted t treat the property at the location referenced above to prevent subterranean termites. The builder further certifies that the contract with the pest control company required the treatment materials and methods used to be in conformance with all applicable State and Federal requirements. All work required by the contract has been completed unless noted on HUD-NPMA 99B. Where not prohibited by applicable State requirements, the buyer, for an additional fee payable to the pest control company, may extend the protection against subterranean termites. Contact the pest control company listed on the attachment for further information. The builder hereby guarantees that, if subterranean termite infestation should occur within one year from the date of closing, the builder will ensure that e licensed or otherwise State authorized pest control company will treat as necessary to control infestations in the structure. This further treatment will be without cost to the buyer. If permitted by State law, the buyer may contract directly, at the buyerAC-s expense, with a pest control company to inspect the property on a periodic basis and use EPA registered products to control any infestation. The builder will not be responsible for guaranteeing such contracted work The builder further agrees to repair all damage by subterranean termites within the one-year bullder3ETMs warranty period. This guarantee does not apply to additions or alterations that are made by the buyer, which affects the original structure or treatment. Examples include, but are not limited to, landscape and mulch alterations, which disturb the treated area and create new subterranean termite hazards, or Interfere with the control measures. if within the guarantee period the builder questions the validity of a claim by the buyer, the claim will be Investigated by an unbiased expert mutually agreeable to the buyer and builder. The report of the expert will be accepted as the basis for disposition of the rase. The non -prevailing party will pay the cost of any inspections made to investigate the claim. For further information, contact your Stale structural pest control regulatory agency. All service must be In 2. . Builder Installed Subterranean Termfte Prevention using Pressure Treated Lumber The builder certifies that subterranean termite prevention was installed using pressure treated lumber only and certifies that use of the pressure treated lumber Is in compliance with applicable building codes and HUD requirements including Mortgagee Letter 2001-04. Note: Using pressure treated sills as a solo method of termite prevention is NOT acceptable and violates the requirements of Mortgagee Letter 2001-04. Initial of Builder Date Attachments: Builders Company Name: Adams Homes Phone No.: Builders Signature: ' (—r--& Date: O�- t-i .7,101% , Consumer Maintenance Advisory regarding Integrated Pest Management for Prevention of Wood Destroying Insects. Information regarding prevention of wood destroying insect infestation is helpful to any property owner interested in protecting the structure from infestation. Any structure can be attacked by wood destroying insects.Periodic mainte nance should include measures to minimize possibilities of Infestation in and around a structure. Factors which may lead to infestation from wood destroying insects include foam insulation at foundation, earth -wood contact, faulty grade, firewood against structure, insufficient ventilation, moisture. wood debris in crawl space, wood mulch, tree branches touching structures, landscape timbers, and wood rot. Should these or other such conditions exist, corrective measure should be taken by the owner in order to reduce the chances of infestations by wood destroying insects, and the need for treatment. An original and one copy of this guarantee are to be prepared by the builder and sent to the lender. The lender provides one copy to the buyer at dosing and includes a copy In the VA loan package or HUD insurance case binder. The builder sends one copy to the licensed pest control company which performed the treatment. Attached is a copy of the state authorized pest control company's New Construction Subterranean Termite Service Record. HUD-NPMA-99-B. Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties, (18 U.S.C. 1001. 1010. 1012:31 U.S.C. 3729.3802) form HUD-NPMA-99-A (8/2008) ea PLANNING & DEVELOPMENT SERVICES BUILDING& ZONING DIVISION • - 2300 VIRGINIA AVE REMENI,e FORT PIERCE, FL 34982 $EP 1 tt 7.01E (772),462-1553 FAX 462-1578 PERrvIITTING St. Lucie County, FL CHANGE OF CONTRACTOR, SUBCONTRACTOR OR CANCELLATION OF PERMT PLEASE SELECT ONE OF THE FOLLOWING- ---CHANGE OF CONTRACTOR — Change of Contractor is to be signed and notarized by the property owner, and the new contractor of record for the current permit. Anew permit application must also be completed with new contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. There is a $50.00 fee for the Change of Contractor. X .. CHANGE OF SUBCONTRACTOR —Subcontractor changes are to be completed by the general contractor. The new subcontractor must fill out a Subcontractor Agreement Form. There is a $50.00 fee for the Change of Sub - Contractor. CANCELLATION OF PERMIT — The cancellation of a permit is acceptable only if no work has been done. Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for cancellation of the permit. Date: Permit Number: ' �:: { (r\C Ol l Site Address: / Peerless Plumbing & Draining Services State LicenseCFC1428692 SLC License Original GC, subcontractor or owner/builder , Benjamin Drew's Plumbing & Drain Services Inc. State License CFC1429456 SLC License New GC, subcontractor Reason for Cancellation The undersigned does hereby agree to indemnify and hold harmless St Lucie County, its officers, agents and employees from all costs, fees or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractodstibcontractor or cancellation of permit. A permit cannot be cancelled if work has been performed. SIGNA I URE OF OWNS or owner/builder) SIGNATURE GENERAL CONTRAC R(or new GC, as applicable) PRINT'.NAME 1rri:1iarnl3rpn Adalrs PaMI0wW PRINTNAME William Bryan Adampu�y,_, s Qu Adams Homes of NoMres—CF of nda7lte Adams Nomes of NoMmcst Rmida. Inc. State of Florida, County of St. Lucie County The following instrument was acknowledged before me this _8___day of #M6 2014p, by Villlllam Bryan Adam11 o is personally known to me 9r.9 has produce as ID. 19HELLEY A. SEPULVEDA • ../ - N�dtary Public •State of Florida Revised oa My Comm. Expires Jan 25, 2019 an�",•�' Commission a FF 165104 State of Florida, County of St. Lucie County following instrument was acknowledged before me this day of r r 20-%fOby 111'lilcT Rn.E -I A A A. .,,who is Personally known to yne or y-ho has nmduced as ID. SHELLEY A. SEPULVEDA Notary Public - State of Florida My Comm. Expires Jan 25, 201'. Commission 0 FF 165104 PERMIT # <�, LC , �-1 _ � f cz ISSUE DATE 3 _ `e PLANNING & DEVELOPMENT SERVICE Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 4- SEP 1 `1 2016 PER!VIITTING St. Lucie County, FL have agreed to be the Sub -contractor for (Arlpp e�L� 41- pzc &S* 2c�(A%� (Type f- rade) (Primary Contractor) `$_�NC For the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQL:IRED f. Business Name:M i 7 17�2wJt5 Pty�tt3tn/�] J �1Cy�v� StiLJtec"tiff Address: City/State/Zip: Phone: T email: CJ R pia S PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS -U_- DAY OF SC?f I SOS , , 20_L�_ BY ep„ 1pmt _ltfDa)f ;z WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. (STAMP) si6NkuM&4ff nvffPUBLIC PRINT NAME�OF NOTARY PUBLIC SLCPDS: 08/06/2014 w TipIlkt nL_3iva 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-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED May 12, 201' KSM JOB # : 161223-1d/MH/aj 1601-0 PERMIT# 400 RECEI 'gip CONTRACTOR Adams Homes JOB LOCATION 5904 Shannon Drive Lot 2, Block 139, Lakewood Park Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill 'TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 60 113.7 115.8 98.2 2 S.E. 59 112.3 97.0 3. Center 60 113.6 98.1 4 N.W. 60 112.9 97.5 5. S.W. 60 113.3 97.8 Soil Description: Brown Sand 117.o W I I I I I In Place Moisture: E I I I I I I 11.3 Percent I 116.0 L••—•"I _ I_ _ I_ _ I_ _ I_ G j I I I I Optimum Moisture: T 11.0 Percent 115.0 -l-••_..L.._..I .._.J_.._. _.I_.._. P j I I I I Max. Dry Density: 115.8P.C.F. C 114.0 j-• _..�.. ------ .. j I I I I I @ Test Locations The F Density & Penetrometer 113.0 - -.•I_ '- I- '-'1-""-'I-" -' Readings Indicate the D Degree c�(ibVh Iibu�Yeets R �••_..;_.._.;_.._.;_.._.;_.._., MInimL1lh)mdti ;61` ,��' Y 112.0 '-'9 10 11 12 13 14 UnstB e�' ��y rcm *''•. — * Pli es M ngs T o Yo N*ral Grade. Moisture - % of Dry Weight Jae`s e'. fup ' RECEIVED AU5 3 0 2016 Jur� Pr ide Fax to: Saint LucWoRa9Y5Y&e'1r; P .: 3729§'ISRIPLnc. No.: 860 / Julie E. Keller, P.E.: 68366 .. l i vj(1L ark 1601-Oy00 PERMIT # St Lucie County Inspections 2300 Virginia Avenue Ft Pierce, FL 34982 (722) 462-2172 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT BUILDER Adams Homes RECEIVE® AUG 0 5 2016 PERMITTING St. Lucie Ccu, t,. ^L ADDRESS 5904 Shannon Dr, Fort Pierce, FL 34951-4803 PEST CONTROL CONTRACTOR HomeTeam Pest Defense, Inc. PEST CONTROL LICENSE # JF0001886 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 of area treated: 2265 Percentage ofsolution:.23 Date of treatment: 08/01/1.6 F Footing 0 1st Treatment ❑ Re -treat Slab ❑ 1st Treatment ❑ Re -treat C Driveway ❑ 1st Treatment ❑ Re -treat ❑ Pools ❑ 1st Treatment ❑ Re -treat ❑ Other ❑ 1st Treatment ❑ Re -treat Chemicals used: Bora-Care Total gallons used: 2 Time of treatment: AM FBC104.2.6 Certificate of Protective Treatment for prevention oftermites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copyfor the person the poermit is iisued to and another copy for the buildingpermit files. The Treatment Cerficate shall provide the product used, identity of the applicator, time and date -of the treatment, site location, area treated, chemical used, percent concentration and numbe"fgallons used, to establish a verifiable record ofprotective treatment. If thesoil 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 Stickel to be placed on the electrical panel box cover, listing all the treatments and dates of applications. [ . Perimeter for Final Inspection -> Signature of exterminator NOTE. There must be a completed form for each required treatment or re -treatment dkd this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged (1VA5vIEES)-LIR LIK`aOI'-Ja(1aad UUU1_-II0 7.uw1a8V sppm I Pmalap aq m pazal llegs gd.B.d N0LLtl3LeHV.mj. 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Atg!9!svotlsv aSd .7SO OJ mopTmJ BYpaauoa p. emu(}aUap! aDJ aIgpla tl Alai. aq. pauIa awols� aq1 I.vemydn m} mo!aq ax „hn!anpuoJ svogTu .) aulau.}m aal.nt I anprmma YoiaTma Ave aag aag nlaaaad papal am IS.. m Im aIcIpaus w Alai. aq .pale mamtst� ay1 V I SNOLLV OI'I H0 7A ¢opaa5 New, Construction Subter _'lean Termite OMB Approval No. 2502-0525 (exp. 05/30/2018) Service Record This form is completed by the licensed Pest Control Company Public reporting burden for this collection of information i5 estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential, therefore no assurance of confidentiality is provided. This report is submitted for informational purposes to the builder on proposed (new) construction cases when treatment for prevention of subterranean termite infestation is specified by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control company and builder, unless stated otherwise. Section 1: General Information (Pest Control Company Information) Company Name HomeTeam Pest Defense Inc. Company Address 4341 Fortune Place City West Melbourne State FL Zip 32904-1532 Company Business License No. JB165929 Company Phone No. 321A09-8489 FHAA/A Case No. (if any) Section 2: Builder Information Company Name Adams Homes Phone No. 321-751-1530 Section 3: Property Information Location of Stmclure(s) Treated (Street Address or Legal Description, City, State and Zip) 5904 Shannon Dr, Fort Pierce, FL, 34951AB03 Section 4: Treatment Information Date(s) of Service(s) 8/1/2016 Type of Construction (More than one box may be checked) 0 Slab i Basement I Crawl 1 Other Check all that apply: j A. Soil Applied Liquid Termiticide Brand Name of EPA Registration No. Termiticide: Approx. Dilution (%): Approx. Total Gallons Mix Applied: Treatment completed on exterior: Yes r No ri B. Wood Applied Liquid Termiticide Brand Name of EPA Registration Termiticide: Bora-Care No 64405-1-AA Approx. Dilution (%): .23 Approx. Total Gallons Mix Applied: 2 j- C. Bait system Installed Name of System: EPA ftegistratiori Number of Stations No. installed r D. Physical Barrier System Installed Name of System: Attach installation information (required) Service Agreement Available? ElYes ( No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Comments Name of Applicator(s) Hiram Torres Certification No. (if required by State law) JF132379 The applicator has used a product in accordance with the product label and state requirements. All materials and methods used comply with state and federal regulations. Authorized Signature ,'t�,- - Date 08/05/16 Warning: HUD will prosecute false claims and statements. Conviction may result In criminal and/or civil penalties. (18 U.S.C. 1001, 1010. 1012; 31 U.S.C.3729, 3802) form HUD-NPMA-99-B (08/20083 Subterranean Termite P" -i -tion Builder's Guarantee This form is completed by the builder. 4 ` OMB Approval No. 2502-0526 (exp. 0513012018) Public reporting burden for this collection of information is estimated to average 5 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires a licensed Pest Control company to provide the builder a record of speck treatment information in those cases when if any method other than use of pressure treated lumber is used for prevention of subterranean termite infestation. When applicable, form HUD-NPMA-99-B must accompany the form HUD-NPMA-99-A. Builders, pest control companies, mortgage lenders, homebuyem, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential, therefore no assurance of confidentiality is provided. This form is submitted for proposed (new) construction cases when prevention of subterranean termite infestation is specified by the builder or required by the lender, the architect, FHA or VA. This form is to be completed by the builder. This guarantee is issued by the builder to the buyer. This guarantee is not to be considered as a waiver of, or in place of, any legal rights or remedies that the buyer may have against the builder. FHAIVA Case No.: Location of Structure(s) (Street Address, or Legal Description, City, State and Zip): 5904 Shannon Dr, Fort Pierce, FL, 34951-4803 Buyers Name: Pest Control Company Applied Treatment (See HUD-NPMA 99B fortreatment information) The undersigned builder hereby certifies that a State licensed or otherwise authorized pest control company (where required by State law) was contracted t treat the property at the location referenced above to prevent subterranean termites. The builder further certifies that the contract with the pest control company required the treatment materials and methods used to be in conformance with all applicable State and Federal requirements. All work required by the contract has been completed unless noted on HUD-NPMA 99B. Where not prohibited by applicable State requirements, the buyer, for an additional fee payable to the pest control company, may extend the protection against subterranean termites. Contact the pest control company listed on the attachment for further information. The builder hereby guarantees that if subterranean tennite infestation should occur within one year from the date of closing, the builder will ensure that a licensed or otherwise State authorized pest control company will treat as necessary to control infestations in the structure. This further treatment will be without cost to the buyer. If permitted by State law, the buyer may contract directly, at the buyeriiETMs expense, with a pest control company to inspect the property on a periodic basis and use EPA registered products to control any infestation. The builder will not be responsible for guaranteeing such contracted work. The builder further agrees to repair all damage by subterranean termites within the one-year buildera€ws warranty pedod. This guarantee does not apply to additions or alterations that are made by the buyer, which affects the original structure or treatment. Examples include, but are not limited to, landscape and mulch alterations, which disturb the treated area and create new subterranean termite hazards, or interfere with the control measures. If within the guarantee period the builder questions the validity of a claim by the buyer, the claim will be investigated by an unbiased expert mutually agreeable to the buyer and builder. The report of the expert will be accepted as the basis for disposition of the case. The non -prevailing party will pay the cost of any Inspections made to investigate the claim. For further information, contact your State structural past control regulatory agency. All service must be in compliance with the. International Residential Code. 2.1 Builder Installed Subterranean Termite Prevention using Pressure Treated Lumber The builder cerfifies that subterranean termite prevention was installedusing pressure treated lumber only and certifies that use of the pressure treated lumber is in compliance with applicable building codes and HUD requirements including Mortgagee Letter 2001-04. Note: Using pressure treated sills as a sole method of termite prevention is NOT acceptable and violates the requirements of Mortgagee Letter 2001-04. Initial of Builder Date Attachments: Builders Company Name: Builders Signature: Phone No.: Date: Consumer Maintenance Advisory regarding integrated Pest Management for Prevention of Wood Destroying insects. Information regarding prevention of wood destroying insect infestation is helpful to any property owner interested in protecting the structure from infestation. Any structure can be attacked by wood destroying insects.Periodic mainte nance should include measures to minimize possibilities of infestation in and around a structure. Factors which may lead to infestation from wood destroying insects include foam insulation at foundation, earth -wood contact, faulty grade, firewood against structure, insufficiemventilation, moisture. wood debris in crawl space, wood mulch, tree branches touching structures, landscape timbers, and wood rot. Should these or other such conditions exist, corrective measure should be taken by the owner in order to reduce the chances of infestations by wood destroying insects, and the need for treatment. An original and one copy of this guarantee are to be prepared by the builder and sent to the lender. The lender provides one copy to the buyer at dosing and includes a copy in the VA loan package or HUD insurance case binder. The builder sends one copy to the licensed pest control company which performed the treatment Attached is a copy of the state authorized pest control company's New Construction Subterranean Termite Service Record, HUD-NPMA-99-B. Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001. 1010, 1012:31 U.S.C. 3729.3802) form HUD-NPMA-99-A (8/2008) yr� t t ltil THIS AGREEMENT PROVIDES FOR ►{SfffLLL RETREATMENT OF A STRUCTURE HomeTleam (/I AND THE REPAIR OF DAMAGES PEST elf IM3T- CAUSED BY WOOD DESTROYING ORGANISMS WITHIN THE LIMITS STATED IN THIS AGREEMENT. Account No.:2575953 SUBTERRANEAN TERMITE REPAIR AGREEMENT Section I. GENERAL INFORMATION. Name: Adams Homes Billing Address: 3840 W Eau Gallie Blvd Service Address: 5904 Shannon Dr City: Melbourne City. Fort Pierce State: FL Zip Code: 32934-3286 State: FL Zip Code:34951-4803 Home Phone:321-000-0000 Section D. INSPECTION FINDINGS. The condition of the mddy accessible areas ofthe stnx"s) located at the Service Address on the date ofthe inspection only is listedbelow: a IM No Visible evidence ofprevious or current mbrermaaan termite infuriation was observed. b. ❑Visible evidence ofa subtertaoeavesnita infestation wee observed as follows: ❑ Live subterranean tw oltes (description and location indicated on the attached graph) ❑ Tartrate parts, exit bola or shelter tubes (description and location indicated anthe attached graph) ❑ Damage them valoo encen termites was noted in the following area(s): Any damage noted above should be considered only as evidence of current or previous infestation of subtenmem tendons. I rany ofthe bases in subsecdon b. above are checked same degree archou ge, including hidden damage, may be prom . The inspectors training and experience do not qualify the inspector in damage evaluation or my other Wilding wmtruntion tecMology and/orrepair. AnyvNible evidence observed above appears: ❑Active; ❑lvartive; ❑Activity mvvot be deMrmivedwi[hout further ivvestlgafion. Reason: In many case; basedcon visible signs ofinfenarion bysubtermaean termites, it is not musible m ascertain wheIDer an infestation is order m inacden without ben fitofsabsequen,impectimes and nnhmdons over aperiodoftime. ❑ It appears that don strucmrds) m aportim ofNe stmaum(s) may have beat pmviously treated Evidence ofprevious neatmrnr. Section DL OBSTRUCTIONS AND INACCESSIBLE AREAS. The following mews ofthe morture(s) inspected were obstructed or inaccessible (see Section VILI under General Terms and Conditions): 0 Basement ❑ Exterior ❑ Crawl Spare ❑ Patch ❑ Main Level ❑ Addition ❑ Attie ❑ Garage ❑ Other Comment,: Section W. ADDITIONAL CONIMENTS. Section V. TYPE OFTREATMENT. ❑ Post Censtmeuon Corrective Treamrst (See reverse side for a description of the Company's obligation to notion, and to repair damage roused by subterranean lusundus.) ❑ Post Construction Pmxvtatim Trams eat Lmation ofTreatmrnt Sticker: cane! U PmConstrartianTreawent Treatment is provided against the snack of subterrauean termites (Reticulitemres spp., Harmonious slip. and Capacitances spp. (Formosan)), but does not protect against any other pests, PIES animal or organism ether than subterranean termites. During the term ofthis Agreement, Ho acTeam Pest Defense, Inc. (the "Company' will re -inspect We trained structure(s) annually or at more frequent intervals as me Company dams necessary upon Customer's request, subject to the General Terms and Conditions em she reverse side. Customer agree to make the treated structure(s) available for re -inspection. The Company will retr®t the tested sentinels) only upon (a) visual evidence of a five tannin, infestation or (b) disturbance of die soil surrounding the heated structure(s). The Company has not inspected or treated the structure(s) for healthrelatedmolds or fuagi. By law, the Company is net qualified, authorimd or licensed to import for health -related malls or fragi. Actual Tecureenr Dens: 08/01/2016 PAYMENTMETHOD: Initial Treatment Date: ❑ Cash ❑ Check ❑ Credit Card Down Payment S 0.00 Balance Dan: S 0.00 Annual Renewal: S azs _ On If paying by credit card or occurring debit from year bank account, please complete the attached Authorized. for Pre-Amenged Payments. This Agrenment contains certain limitation; conditions and exclusions on the Company's obligations. Please read the entire Agreement before signing. In consideration fat the Company performing the services specified above and subject to the terms and roadifiom of this Agreement, Customer agrees to makethe payments indicated above: Customs acknowledges receipt of a signed copy of this Agreement. This Agreement is not binding an the Company mtil signed by an euthmieed manager in executive officer ofthe Company. CUSTOMER: Printed Name: ROAMTEAM PEST � INC. Sig�mmm Printed Name: rr,i,heii, R(GHTTOCANCEL: YOU, THE COSTOAfER, MAYCANCEL THIS TRANSACTIONATANY TIMEPMOR TOMIDNIGHTOF THE THIRD ROSINESS DAYAFTER THEDATE OF THIS TRANSACTION. SEE THEATFACHED NOTICE OF CANCELLATIONFORANEXPLANAHON OF THISRIGHT. QHo—Team Pea De[ e, lac. M12 V12 - (53314 5YR) shrom rums deh or other damage due an the except for termite claim for property Company fm the to 1. The Company 2. Due to subarea responsible for (I) occurs within sir I 3. Ifnew damage,: by the Company, tl repairs, but only to 4. Subject to the or who will perform 11 tnewal was purchased. The Compton Section VE. GENERAL TERAIS A 1. INSPECTION. The inspection p, visible evidence of the infestation by the readily accessible areas of the m that were obstructed or inaccessible were obstructed and/or inaccessible object including, but not limited to: a 2. TERM. Unless otherwise spoof automatically renewed on an annual ible for maintaining the Treated Premises us nner agrees to be solely responsible for ipany. Failure ofthe Company to alert Comm y Conditions Conducive that was not time[ rill permit the Company, a its sole discref. ,onditions Conducive. Customer agrees to f oh Conditions Conducive. Other specific ire iducive include, but are not limited to, mofl lens, including, but not limited to, woad to ryrene or styrofoam molded foundation sys ng and firewood, tmsb, hember, wood, mule MR CHANGES. This Agreement covers th y in writing (1) prior an the Stmrnne(s) be Trion Olney, Station, (3) if soil is removed c notify the Company in writing ofany event renewal rate, and to to termite infestation as Conducive. The rests, ry Conditions Conducive existing but not visible at mement or to require Customer to purchase any Company during me term of this Agreement, and in "Additional Comments" (Section )(V). m, Wry plumbing and water leaks or intrusion in y failures, and settlement of me foundation, foam vinyl, wood end metal) if within 6 inches of the ion protective ground covering ifwithin 6 inches of in Section I as ofine due of me initial installation and renewals. Customer expressly waives any clam far economic, compensatory, or consequential damages relating to mean termite damage, or for increased comes, loss of use, business intenuption, dimoution of value, or any "stigma" mires or Subterranean termite damage. The Customer acknowledges that the Company is performing a service and and any damage to the structure caused by the Company in the performance of its services, Customer waives my r no circumstances shall Company be held liable for any amount greater than the smcent paid by flue Customer to repairs ofsubtenavrm termite damage caused by or related to structural conditions or Conditions Conducive. veliviry may continue to be present in a structure for a period of from following treatment The Company is not mite damage to the treated structure(s) or the contents thereof that Occurred prior to a treatment date or that date or (to any costs or expenses incurred by Customer as a result of any such damage. 'live aromas, occurs while this Agreement is in tome, following written nonfrm6on from Customer and an inspection eaoa, to either (i) repair the damage at the Company's cost or (I) reimburse Customer for the cmmrmble cost of the to total reammble cost of such repairs is less man S20o,000 in any one calendar year. .ion VI.A4, if the Company chooses not to repair the damage itself, Customer will be eatitled to select the moment, mucture(s). Prior to moving into a coatmct with a contractor, Custemor agrees to provide the Company a copy ofthe iy determines the bid to be excessive, Customer ogees ro grunt access to the treated stmcouo(s) to a contractor airing a second bid far the work. la cases where mere are multiple bids for repair work, Customer acknowledges that v-'a erform the repairs. Ole' f rimer visible damagm (noted on me attached inspection graph) ar hidden damage misavg az of the daze of this u me damage disclosed on me attached inspection graph ecurs"s all of the existing damage as of the dare of thin ;e a the From ery orprople that may result directly or indirectly form services provided by the Company, with the sole ialligmce ofthe Company and/or its employees. oilosrago g applies Ifthe Company previouslyprovided a pretrmmcnt for mbtertanean termite pro4ction on metemhd ion far the Company he retreat Ib sance (s), at in cos4 iflive temtites are found at the shucture(s) during the one hereby tramfers the retream-1 obligation to you, subject to the remaining cecros and condition of this Section VLB. wally of. the expiation of the Bust term for four (4) additional one yam periods provided that at the time of each rt Page lume Agreement (subject to adjustment as provided is Section VH2 below) is paid and a previous one year rihty is limited ex described in Section VLA above. TIONS. i this Agreement was oonducted in the readily accessible arms of the suucnre(s) located at me Service Address. If temutes is reported, come degree ofdamage, including hidden damage, may be Intent The inspection covered only poeted, including attics and cannot. cex that permitted catty during insperhoa This inspection did not include areas I this inspection. All stmcmre(s) that were inspected are specifically noted The Company did not inspect arms that access, nor did the Company inspect areas that required the breaking apart or into, dismantling, or removal of any 'coverings, wall coverings, siding, ceilings, insulation, floors, fumimre, appliances and/or personal possessions. ed herein, the parties agree that the initial rum of this Agreement will be for twelve (12) months and will be notice RE. Any claim wader this Agreement must be made immediately in writing to the Company once. f Customer allows the Company access an the treated sweture(s) for any purpose contemplated by me inspection has been requested by Glummer or is considered necessary by me Company. me, of the shucmre(s) located at the Service Address. The Company mmm the eight to charge a of the repair and retrmmuent obligation upon my such transfer. If me new owner fails to request e of the strecture(s) or does not agree to pay the mount renewal fee or transfer fee, the Company's Y. termiume effemive as ofine dean ofthe closing of the sale ofthe s auha ds). dl invoice Customer on a monthly basis for services rendered in the prior mon%. The full amount of A within thirty (30) days ofthe invoice date will accme interest on the unpaid balance a a rate equal : allowed by law. If the Company must take legal action to collect my amount due the Company, the soon, including reasonable utomeys' fees, in addition to all outstanding amounts due the Company. a the treated stmemre(s) as existing as of the date ofthe initial oeatrnmt Ifmy treated structure is or otherwise changed, or Were any soil is removed or ed around me foundation, or before any soil is removed from under the media ely nosily the Comany for proper instructions and/or any additional t mtmmL at Customers expense, required by the changes. If agreement will ro mediatelpy and automatically tmrWnate. In the event of stmcore additions, the Company resrves the right W adjust the TY OR SPECIAL HEALTH CONDITIONS. If Customer believes that Customer or other oconpmts of the heated structure are or may bemd6cidm or them odors or (B) have other health conditions that may be affected by penticides/termiticides or their oders, Company e an initial or a subsequent service performed at your premises mail you have consulted with your family physician. At you request, ition about the chemicals to be used m treating the premises. By permitting the mo mm4 Customer assumes the risk and waives any and y in connection with such sensitivity or condition. At your request due Company will provide information about the chemicals to be used ONTROVERSY OR CLAIM ARISING OUT OF OR RELATING TO TIES AGREEAUENT OR ANY OTHER AGREEMENT I. INCLUDING BUT NOT LIMITED TO ANY TORT AND STATUTORY CLAIMS. AND ANY CLAIMS FOR PERSONAL JURISDICTION THEREOF. CUSTOMER AND ORION ACRNO\VLEDGE AND AGREE THAT THIS ARBITRATION PROVISION IS MADE PURSUANT TO A TRANSACTION INVOLVING INTERSTATE COATAIERCE AND SHALL BE GOVERNED BV TIRE FEDERAL ARBITRATION ACT. 10. ENTIRE AGREEMENT AND SEVERABILITY. This Agreement and the attached graph conmmute the mare agreement betwmen the parties. Customer expressly warrants and represents that, in entedWg this Agreement. Customer rs not trying an any promise, agreemmt or statement, whether oral or written, slut is nor expressly and fully set fond in this Alp cment V my part ofthis Agreement is held to be invalid orunmforceable for any rtazon, the remaining terms and conditions ofthis Agreement wiU rem in iv full fence and effev The terms ofthe Agreement stated herein may not be amended or altered =less a written change is appmved and signed by a Corporate Officer of Company. No other employees or agonn of Company have authonry to amend or alter avypam ofmis Agreem rL Provided, how wer, that az to the paragraph on ARBITRATION, if the remove precluding the arbitrator from conducting an arbitration proceeding as a class, repreentative or private avorary general action is found to be invalid or unenfommble them the entirety ofthe ARBITRATION paragraph shall be deemed rube delved form this Agreement. 0 Homehah m Pro Deaver. Inc. 2012 L12. (533145YR) r 1 I THIS AGREEMENT PROVIDES FOR RETREATMENT OF A STRUCTURE Home,Tealm AND THE REPAIR OF DAMAGES PEST elrins T- CAUSED BY WOOD DESTROYING ORGANISMS WITHIN THE LIMITS STATED IN THIS AGREEMENT. Account No.: pS— SUBTERRANEAN TERMITE REPAIR AGREEMENT Section 1. GENERAL INFORMATION. Name: Adams Homes Billing Address: 3840 W Eau Gallie Blvd Service Address: 5904 Shannon Or City: Melbourne City. Fort: Pierce State: FL Zip Code: 32934-3286 State: FL Zip Code: 34951-4803 Home Phone: 321-000-0000 Work Phone: Section U. INSPECTION FINDINGS The condifion ofthe readily accessible mess offs a stmrnae(s) located at Ne Service Address on the dale of the inspection oNy is listed below: a. ®No Visible evidence ofprevims or current subrenanean termite infestation was observed. b. ❑ Visible evidence ofa subterranemtemito Infestation was obsmedas follows: ❑ Live subterranean remotest (descripmor and location indicated on the attached graph) ❑ Termite parts, exit holes or shelter mien (description and location indicated on the attached graph) ❑ Damage from subterranean remains was noted in the following area(s): Any damage noted above should be considered only as evidence of current or previous infestation ofsubecreanesen termites. /fan, ofthe bares In subsection Is above are checked, same degree of damage, Including hidden damage, may be preens, The inspector's framing and experience do not qualify the inspector in damage evaluation m any other building construction technology and/or repair. Any visible evidence observed above appears: ❑Active; ❑Inactive; ❑ Activity mount be determined without further investigation. Ramon: In maay cases, based upon visibfesigtrs ofinjesmtlan by subterranean Imenites, it is nolpostale to ascamin whether an infestation is naive or imnive loitbodbenefit ofsubsequem impenfans and evaluations over apertod ojdare, ❑ It appearstbat the structure(s) ora portion ofthe struame(s) may have been previously neared Evidence el previous trmrmene Section ID. OBSTRUCTIONS AND INACCESSIBLE AREAS. The following areas ofthe structure(s) inspected were obswcted or inaccessible (see Section YILI under General Teems and Conditions): ❑ Basement ❑ Exterior ❑ Crawl Space ❑ Porch ❑ Main Level ❑ Addition ❑ Attic ❑ Garage ❑ Other SectionlV. ADDITIONAL COMMENTS. Section V. TYPE OF TREATMENT. ❑ Post Co onnottion Corrective Treatment (See Tenser side far a demelption of the Company's obligation to retreat and m repair damage mused by subterranean termites) ❑ Past Construcdon Preventative Treatment LocationofTreanment Sticker. panel M Pm-Censlm then Treatment ❑ Other. Treatment is provided against the attack of subterransn ceramics (Raticulitennes spit, Httemremes spp. and Coptoterma spp. (Formosan)), but data not maims againstanyother pests, phwt, animalmorganismnabsthan su eaenean mnners.Duringtheteat ofthis Agreement, HomeTmm Pat Defame, Inc. (the "Company') will re -inspect the tread srmmue(s) annually or at mare Garyenr intervals as the Company deems necessary, upon Casements request, subject to the General Terms and Conditions on the reverse side. Customer agree to make the treated structure(s) available for re -inspection. The Company MR retreat the treated shuctme(s) only upon (a) visual evidence of a live aroma, infestation or (b) disturbance of the soil surrounding the =rd suucture(s). The Company has not inspected or treated the socture(s) for health -related molds or fimgi. By law, the Company is not qualified, authorized or licensed to inspect for health -related molds m fungi Actual Treatment Date: 08101/2016 PAYMENT METHOD: Iaiial Treatment Date: Down Payment: S 0. b0 Cash ❑Check O Credit Card Balance Due: $ 0.00 Annual Renewal: $ 225 _ no H paying by credit and or recurring debit from your bank acconnt, pleats complete the attached Amborimmus for Pre -Arranged Payments. This Agreement contains action Imitations, moditions and exclusions on the Company's obligations. Please mad the entire Agreement before signing. In consideration for the Company performing the services specified above and subject to the toms and conditions of this Agmoent, Customer agrees to make the payments indicated above. Customer aclmowled cs receipt of a signed copy of this Agreement This Agreement is not binding on the Company until signed by an authmi dmavaga orexecutive officer mfla, Company. CUSTOMER: HOAIETEAM PEST DEFENSE INC. Signarure:Z. -- RIGHTTO CANCEL: YOU, THE CUSTOMER, M4P`r4NCEL THIS TRANSACTIONATANYTIMEFRIOR TOAIIDNIGHTOF THE THIRD BUSINESS DAYAFTER THE DATE OF THIS TRANSACTION SEE THEATTACHED NOTICE OF CANCELLATIONFORANEXPLANATIONOF THISRIGHT. 0 Meares. Pea @fma, Inc. 2012 W12-(5I114 5") ( } ) ) I aR New Construction Subterranean Termite OMB Approval No. 2502-0525 Service Record (exp. 05/30/2018) This form is completed by the licensed Pest Control Company Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential, therefore no assurance of confidentiality is provided. This report is submitted for informational purposes to the builder on proposed (new) construction cases when treatment for prevention of subterranean termite infestation is specified by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control company and builder, unless stated otherwise. Section 1: General Information (Pest Control Company Information) Company Name HomeTeam Pest Defense, Inc. Company Address 4341 Fortune Place City West Melbourne Slate FL Zip 32904-1532 Company Business License No. JB165929 Company Phone No. 321-409-8489 FHA/VA Case No. (if any) Section 2: Builder Information Company Name Adams Homes Phone No. 321-751-1530 Section 3: Property Information Location of Structure(s) Treated (Street Address or Legal Description, City, State and Zip) 5904 Shannon Dr, Fort Pierce, FL, 34951-4803 Section 4: Treatment Information Dale(s) of Services) 8/1/2016 Type of Construction (More than one box may be checked) ® Slab ❑ Basement ❑ Crawl ❑ Other Check all that apply: ❑ A. Soil Applied Liquid Tenniticide Brand Name of Termiticide: EPA Registration No. Approx. Dilution (%): Approx. Total Gallons Mix Applied: Treatment completed on exterior. ® Yes 0 No ® B. Wood Applied Liquid Termiticide Brand Name of Bora-Care EPA Registration 64405-1-AA Termilicide. No. Approx. Dilution (%): .23 Approx. Total Gallons Mix Applied: 2 M C. Bait system Installed Name of System: EPA Registration Number of Stations No. installed ❑ D. Physical Barrier System Installed Name of System: Attach installation information (required) Service Agreement Available? ®Yes ❑ No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Comments Name of Applicator(s) Hiram Torres Certification No. (if required by State law) JF132379 The applicator has used a product in accordance with the product label and state requirements. All materials and methods used comply with state and federal regulations. Authorized Signature Date 08/05/16 Warning: HUD w1l prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001, 1010. 1012; 31 U.S.C. 3729, 3802) form HUD-NPMA-99-B (08/2008) Subterranean Termite Protection Builder's Guarantee OMB Approval No. 2502-0525 (exp. 0513012018) This form is completed by the builder. Public reporting burden for this collection of information is estimated to average 5 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires a licensed Pest Control company to provide the builder a record of specific treatment information in those cases when if any method other than use of pressure treated lumber is used for prevention of subterranean termite infestation. When applicable, form HUD-NPMA-99-B must accompany the form HUD-NPMA-99-A. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential, therefore no assurance of confidentiality is provided. This form is submitted for proposed (new) construction cases when prevention of subterranean termite infestation is specified by the builder or required by the lender, the architect, FHA or VA. This form is to be completed by the builder. This guarantee is issued by the builder to the buyer. This guarantee is not to be considered as a waiver of, or in place of, any legal rights or remedies that the buyer may have against the builder. FHANA Case No.: Location of Structure(s) (Street Address, or Legal Description, City, State and Zip): 5904 Shannon or, Fort Pierce, FL, 34951-4803 Buyers Name: Pest Control Company Applied Treatment (See HUD-NPMA 99B for treatment information) The undersigned builder hereby certifies that a State licensed or otherwise authorized pest control company (where required by State law) was contracted t treat the property at the location referenced above to prevent subterranean termites. The builder further certifies that the contract with the pest control company required the treatment materials and methods used to be in conformance with all applicable State and Federal requirements. All work required by the contract has been completed unless noted on HUD-NPMA 99B. Where not prohibited by applicable State requirements, the buyer, for an additional fee payable to the pest control company, may extend the protection against subterranean termites. Contact the pest control company listed on the attachment for further information. The builder hereby guarantees that, if subterranean termite infestation should occur within one year from the date of closing, the builder will ensure that a licensed or otherwise State authorized pest control company will treat as necessary to control infestations in the structure. This further treatment will be without cost to the buyer. If permitted by State law, the buyer may contract directly, at the buyers€-s expense, with a pest control company to inspect the property on a periodic basis and use EPA registered products to control any infestation. The builder will not be responsible for guaranteeing such contracted work The builder further agrees to repair all damage by subterranean termites within the one-year builder&€TM s warranty period. This guarantee does not apply to additions or alterations that are made by the buyer, which affects the original structure or treatment. Examples include, but are not limited to, landscape and mulch alterations, which disturb the treated area and create new subterranean termite hazards, or interfere with the control measures. If within the guarantee period the builder questions the validity of a claim by the buyer, the claim will be investigated by an unbiased expert mutually agreeable to the buyer and builder. The report of the expert will be accepted as the basis for disposition of the rase. The non -prevailing party will pay the cost of any inspections made to investigate the claim. For further information, contact your State structural pest control regulatory agency. All service must be in compliance with the International Residential Code. of 2. Lj Builder Installed Subterranean Termite Prevention using Pressure Treated Lumber The builder certifies that subterranean termite prevention was installed using pressure treated lumber only and certifies that use of the pressure treated lumber is in compliance with applicable building codes and HUD requirements including Mortgagee Letter 2001-04. Note: Using pressure treated sills as a sole method of termite prevention is NOT acceptable and violates the requirements of Mortgagee Letter 2001-04. Initial of Builder Date Attachments: Builders Company Name: Builders Signature: Phone Date: Consumer Maintenance Advisory regarding integrated Pest Management for Prevention of Wood Destroying insects. Information regarding prevention of wood destroying insect infestation is helpful to any property owner interested in protecting the structure from infestation. Any structure can be attacked by wood destroying insecls.Pedodic mainte nance should include measures to minimize possibilities of infestation in and around a structure. Factors which may lead to infestation from woad destroying insects Include foam insulation at foundation, earth -wood contact, faulty grade, firewood against structure, insufficient ventilation, moisture. wood debris in crawl space, wood mulch, tree branches touching structures, landscape timbers, and wood rot. Should these or other such conditions exist,corrective measure should be taken by the owner in order to reduce the chances of infestations by wood destroying insects, and the need for treatment. An engine[ and one copy of this guarantee are to be prepared by the builder and sent to the lender. The lender provides one copy to the buyer at closing and includes a copy in the VA loan package or HUD insurance case binder. The builder sends one copy to the licensed pest control company which performed the treatment. Attached is a copy of the state authorized pest control company's New Construction Subterranean Termite Service Record, HUD-NPMA-99-B. Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001. 1010, 1012:31 U.S.C. 3729.3802) HUD-NPMA-99-A St Lucie County Inspections 2300 Virginia Avenue Ft Pierce, FL 34982 (722)462-2172 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT # BUILDER Adams Homes JOB ADDRESS 5904 Shannon Dr, Fort Pierce, FL 34951-4803 PEST CONTROL CONTRACTOR HomeTeam Pest Defense, Inc. 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 of area treated: 2265 Percentage of solution: .23 Date of treatment: 08/01/16 ® Footing ® 1st Treatment ❑ Re -treat ❑ Slab ❑ 1st Treatment ❑ Re -treat ❑ Driveway ❑ 1st Treatment ❑ Re -treat ❑ Pools ❑ 1st Treatment ❑ Re -treat ❑ Other 111 st Treatment ❑ Re -treat Chemicals used: Bora-Care Total gallons used: 2 Time of treatment: AM FBC104.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the poermit is iisued to and another copy for the building permit files. The Treatment Cerrficate shall provide the product used, identity of the applicator, time and date ofthe treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record ofprotective 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. ❑ Perimeter for Final Inspection 19=c'_` Signature of exterminator NOTE: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. Planning & Development Services Building & Code Regulation DivlslDn 2300 Virginia Ave Fort Pierce, FL 34982 772-462.2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: �,-� -(n Permit Number:L(�\C��� ProjettAddress: _.C(A au"� )Ita L,—__. y�2 .r.__C\t\ THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSM45 AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OFAPPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: - I. This temporary POWer release is requested for the above stated purpose only, and there will be no eocupancyof arty type, other than tMt Pentil ed by construction during this time period. i. As Witness by Our signatwes, vat hembyagreeto abide by all terms and conditions of this agreement, Including Building Division Polley, Which Is Incorporated herein by reference. 3. All conditions and requirements Bsted in the attached docwnent entitled'Requbemants for 30 Day Power for Testing' have been FORW and the Promise Is ready (of compliance InspMlon. 4. All requests for an extension beyond 30 days most be made In wdtkg to the Building Official stating thereasonfortherequest. Power may be t&wmdfrom the site andfOra Stop Work Order Issued it the Final Inspection has not been approved within 30 days. A fee of $s00.00 Wpl be required to la the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. LOO/400'd LLL# ov:91. 91-OZ/170/130 :word nL-3ava &V 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-Mail: KSM®KSMENGINEERING.NET ST. L_ UCIE (772) 229-9093 C.A.: 5693 'FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR May 12, 2016 1601-0400 Adams Homes JOB LOCATION : 5904 Shannon Drive KSM JOB # : 161223-1d/MH/aj (r Lot 2, Block 139, Lakewood Park Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill 'TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 60 113.7 115.8 98.2 2 S.E. 59 112.3 97.0 3. Center 60 113.6 98.1 4 N.W. 60 112.9 97.5 5. S.W. 60 113.3 97.8 Soil Description: Brown Sand. 117.0 1 I I I I w In Place Moisture: E I I I I I I 1.1.3 Percent I 116.0 _.._.-_.._. G Optimum Moisture: H T 11.0 Percent L.._..I .._.J_.._. _.I_.._. 115.0 i—�•—••. P Max. Dry Density: j I I I I I 115.8 P.C.F. c 114.0 1—••_..�.. ..j_.._..j_.._.j_.._.' .._. I I I I @ Test Locations The F I I I I I Density & Penetrometer 113.0 Readings Indica `j thq l r r rro I I I I I Degree of C e��tio�e>st�i R I I I I I Minimum ¢¢�NS :F9 8 9 10 11 12 13 14 -Unstakeoion F Z M (siure - /o of D Weight * Pen. R2adiilgbal®�lalural?drade. RECEL � s�t�ry g Res y Svtimitt _ c r_ _ _ _ JUL 1 1 1016 Public works JUL 1 2, s• �� ��� St. Lucie County, FL Pubij Julie E. el(�i,I :.•A %\0\ St. Lucic Presid nt i /rrlllltt Email to: snickle62@gmail.com Fax to: Saint LucWoPa9Y5YKBeIj[,dYg. 7'19l' TpLinc. No.: 860 ! Julie E. Keller, P.E.: 68366 4 "The On Time Concrete Company" CENTRAL CONCRETE SUI'ERMIX, INC. 11�61d111�10116�I�iIII�I�IilQ01i198i�i�lll�81 CONCRETE DISPATCHERS: South Dispatch: (305) 264-7101 North Dispatch: (561) 826-9364 Block Dispatch: (305) 805-3226 W W W.SUPERMIX.COM MAIN OFFICE: 4300 S.W. 74th Ave. - Miami, FL 33155 • FAX CUSTOMER NO- DELIVERY TICKET DATE PHONE. (3Q5) 262-3250 . (305) 267 0698 SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES SOLD TO ' 1Pt�lr1 � t I' i{�ti-' , rIF- t.�I � I I I I•.II . i" I{ f I-01 ('011 1F 1'I 1711) ,1'1 L11, I INN ; � rl 1F11'1Pp 1H DR ['i IF1 t' T [ [W 1- UIWIIIIP: Tlltt" tVl -i: {I011,IL 1'f 3,1 11f 11. 1 IIl.i ltlllj ifll'{,.P F17f„'1 d.l �+hf �e'-. QUANTITY ITEM DESCRIPTION UNIT PRICE EXTENSION F-I ii-i -,I I ; t-{0.1 FCI- MINUTES ALLOWABLE TIME' PER MINUTE EXTRA UNLOADING TIME CHARGE — — _ X $1.00 Lf -z kd t inp 9101. *6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE y SLUMP THIS DELIVERY TOTAL .. CU. YDS. AMOUNT TAX. " 1 OF YOUR ORDER FOR CU. YDS, I �_- CUSTOMER OR HIS AGENTASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN ♦�PII"t'•+, • A ' WATER IS ADDED. WATER ADDED ❑ YES ❑ NO GLS. TIME ARRIVED ON JOB STARTED UNLOADISHED ING FINUNLOADING LEAVING THIS TOTALTIME • - St. Lucie ur `s ounty, FL SUBJECT TO THE TERMS, CONDITIONS AND `CAUTION"WARNING LISTED ON BOTH THE FRONT AND BACK OF THIS TICKET. TRUCK _ DRIVER I acknowledge that I have recelived acid accepted the materials listed on this ticket. I understand and agree to the t (ms�onr oth the/front and back of this ticket. L" RECEIVED BY: X /�� _I+I1riIli il0 1 CONTROL 21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER fII '1 4 — 2 3 7 ��o� [nQ r� MIAMI •DOWNTOWN MIAMI • WEST MIAMI •AIRPORT • OPA-LOCKA • MEDLEY • PERRINE • PEMBROKEPINES DEERFIELD • BOCA RATON • RIVIERA BEACH • STUART • W. BROWARD • FT. PIERCE • E. BROWARD • DELRAY /j%J"� ���tll(( 3 IWIF PRODUCERS AND SUPPUERS OF QUALITY READY MIXED CONCRETE AND CONCRETE BLOCK DELIVERY COPY NRMCA R CAUTIONH FRESHLY MIXED CEMENT, MORTAR, CONCRETE OR GROUT MAY CAUSE SKIN INJURY. AVOID CONTACT WITH EYES WHERE POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY WITH WATER. IF ANY CEMENT MIXTURES GET INTO EYES, RINSE IMMEDIATELY AND REPEATEDLY WITH WATER AND GET PROMPT MEDICAL_TREATMENT. _:_SAWING -OR-GRINDING-OF-CONCRETE:-MASOi\TkrijUNITS MAY RESULT IN THE RELEASE OF DUST PARTICLES WHICH, WITHOUT THE USE OF PROPER EYE OR RESPIRATORY PROTECTION, COULD 'CAUSE EYE OR NOSE IRRITATION. THE MATERIAL SAFETY DATA SHEETS FOR THE PRODUCTS SOLD BY CENTRAL CONCRETE SUPERMIX, INC. ARE AVAILABLE UPON REQUEST. UNLACING DRIVERS ARE PROHIBITED FROM DELIVERING CONCRETE EXCEPT UNDER THE TRUCK'S OWN POWER, AND WHERE SITE CONDITIONS PERMITTHE SAFEAND PROPER OPERATION OF HIS EQUIPMENT. DRIVERS ARE NOT PERMITTED TO ADD WATER TO THE MIX NOR TO GO BEYOND THE CURB LINE, EXCEPT UPON THE AUTHORIZATION OF THE PURCHASER/PURCHASER'SAGENTAND HIS ACCEPTANCE OF RISK FOR ANY LOSS OR DAMAGE. BUYER, OR HIS AGENT, AGREES TO ASSUME RESPONSIBILITY FOR CONCRETE, AND ANY PROPERTY DAMAGE RESULTING FROM TRUCK MAKING DELIVERY BEYOND CURB LINE. ALL CLAIMS MUST BE MADE AT TIME OF DELIVERY. IF IT BECOMES NECESSARY TO BRING ANY ACTION TO COLLECT AMOUNTS DUE ON THIS INVOICE, PURCHASER SHALL BE RESPONSIBLE FOR REASONABLE ATTORNEYS FEES AND COURT COSTS INCURRED BY VENDOR IN SECURING COLLECTIONS. INTEREST SHALLACCRUE AT 1 1/2% PER MONTH ON OUTSTANDING BALANCES. / lo.vi- a V_V PLANNING AND DEVELOPMENT SERVICES DEPARTMENT c � • Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY ADAMS HOMES OF NORTHWEST FLORIDA INC will be using the following sub -contractors for the (Company/Individual Name) project located at —AcR%-X. o(Aon � \Pz rco_ `' L 1 V (Streetaddressor Property Tax ID 0) it is understood that if thereis 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 G&G electric Inc EC1,3002278 Plumbing Peerless Plumbing & Draining Service CFC1428692 James P. Marsala HVAC/ DEL -AIR HVAC & REFRIGERATION, INC CAC032448 Mechanical ROBERT G. DELLO RUSSO Roofing TREASURE COAST ROOFING. RC29027087 BRIAN MALONEY Gas FILE USE ONLY: NUMBER: I I lOd 1130.ur 1/E11L' : I 3 _ Revised 07/292014 r- " PLANNING & DEVELOPMENT SERVICES BUILDING & ZONING DIVISION r 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772) 462-1553 FAX 462-1578 CHANGE OF CONTRACTOR, SUBCONTRACTOR OR CANCELLATION OF PERMT PLEASE SELECT ONE OF THE FOLLOWING: CHANGE OF CONTRACTOR — Change of Contractor is to be signed and notarized by the property.owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A, recorded copy must be submitted prior to commencing any work. There is a $50.00 fee for the Change.of Contractor. X CHANGE OF SUBCONTRACTOR — Subcontractor, changes are to be completed by the general contractor. The new subcontractor must fill out a Subcontractor Agreement Form. There is a $50.00 fee for the Change of Sub - Contractor. CANCELLATION OF PERMIT — The cancellation ofa permit is acceptable only if no work has been done. Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for cancellation of the permit. Date:Permit Number: Site Address: Del -Air Electrical State License EC13003715 SLC License Original GC, subcontractor or owner/builder .G&G Electric State License EC13002278 SLC License New. GC, subcontractor Reason for Cancellation The undersigned does hereby agree to indemnify and hold harmless St Lucie County, its officers, agents and employees from all costs, fees or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit, cannot be cancelled if work has been performed. SIGNATURE OF R (o eme i)tler —`� SIGNA ; GR CTOR 1 r new GC. as applicable) PRINT NAME�_Wiiilam Bryan AdamS PRINT "NAME S illiam 13ryan Adams State of Florida, County of St Lucie County 'Me'rollmdrig c run enl comas acknoWedged before me this �Qt-l3 °J 20 l(J hl (iitQt �3nt. - wha is personally known tame or wht has produced as IU�. Signature o Date SHELiCEY A. SEPULVEDA ae,'v`ss`'T q't_t �/dl�ry bllc -State of Florida. My Comm. Expires Jan 25, 2019 ,1 oPc` Commission # FF 165104 State of Florida, County ofSt. Lucie County 'lh follomrig m ant wus ackn (edged before me this da}• orzopby William R_ryan who is personally known to me or Wic, has produced as ID' Date SHELLEY A. SEPULVEDA + a e o Notary Public • State of Florida -+ .F f My Comm.-Ekplres Jan 25, 2010 %F or:1g", Commission 4 FF 165104 i PLANNING & DEVELOPMENT SERVICES 0 Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (ifappiimbie): EC 13002278 G & G Electric Inc (Company Name/Individual Name) have agreed to be the Electrical Sub -contractor for ADAMS HOMES OF NORTHWEST FLORIDA, INC (Type of Trade) / l (Primary Contractor) For the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: 4 G i�0 ( (I Address: 3504 Century Blvd Unit #1 City/State/Zip: Lakeland, FL 32811 Phone: 863-665-5400 email: (o I a LJ I I Lo 1 DATE STATE OF FLORIDA, COUNTY OF ?D i k THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF . JU4,1 e_ Zpj_Le BYCr_ CrI P.�VQ ( weksha-nN WHO IS PERSONALLY KNOWN l/ OR HAS PRODUCED George Cruickshank IDENTIFICATION. lA.1/l/lAA G v z l L d -Tavft&L. G bW d SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 08/06/2014 (STAND) TAMARA L GOULD NOTARYPUBUC STATE OF.FLORIDA • , Co nm# FF07=1 Expires 11/17/2017 PLANNING & DEVELOPMENT SERVICES r BUILDING & ZONING DIVISION EMIRS 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (7-72) 462-1553 FAX 462-1578 CHANGE OF CONTRACTOR, SUBCONTRACTOR OR CANCELLATION OF PERMT PLEASE SELECT ONE OF THE FOLLOWING: CHANGE OF CONTRACTOR — Change of Contractor is to be signed and.notarized by the property owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. There is a $50.00 fee for the Change of Contractor. _ %( CHANGE OF SUBCONTRACTOR — Subcontractor changes are to be completed by the general contractor. The new subcontractor must fill out a Subcontractor Agreement Form. There is a $50.00 fee for the Change of Sub - Contractor. CANCELLATION OF PERMIT — The cancellation of a permit is acceptable only if no work has been done. Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for cancellation of the permit. ' Date: -4- (- i cO Site Address: H&H Plumbing Contractors Original GC, subcontractor or owner/builder Permit Number: License CFC057565 SLC License Peerless Plumbing 8, Draining Services State License CFC1428692 SLC License New GC, subcontractor Reason for Cancellation The undersigned does hereby agree toindemnifyand hold harmless St Lucie'County, its officers, agents and employees from costs, fees or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit cannot be ca led if work has been performed. ?ERiMffi OWNER (ol ner)Duider) SIGNATURE GENERAL CONTRACTOR('or new GC. as applicable) PRINT NAMEWilliam Liryan Adams. I'RINTNAMf: William Dryan Adams State of Florida. County ol'SL Lucic County The following instmmont was acknoWedged before me this dap of 2016, by u)(1r i.,l3ryanA msw'ho is is personalty komtn to me -.P.4ahhs nnduced as ID. Date SHELLEY A. SEPULVEDA Hry Public - State of Florida ,omm, Expires Jan 25. 201 f commission 9 FF 165104 State of Florida, Cbunly of St. Lucie County Th follomog instru ent was acknowledged before me this day of . 20—*) William —.yan Ada. , who is personally knmm to 31S-aL.mbo has produced as D SHELLEY A. SEPULVEDA Rotary Public - State of Florida My Comm. Expires Jan 25, 2019 Commission rS FF 165104 TlSSUEDATE 4/� LI — lU PLANNING & DEVELOPMENT SERVICES Building & Code. Compliance Division Lerellullam ----- --'—----------- BUILDING PERMIT SUB-CONTRACTOR—tAGREEMENT St. Lucie County Contractor Certification Number: _ 0 6 (,` State of Florida Certification Numberprappiimble)CFC1428692 Peerless Plumbing & Draining. Services have agreed to be the (Company Name/individual Name) - Plumbing Sub -contractor For ADAMS HOMES OF NORTHWEST. FLORIDA, INC (Type of Trade) (Primary Contractor). For the project located at or It is understood that, if there is any change of status rcgarding:our participation with the above mentioned project, 1 will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED 1\ �BG 4///1 UAI LJ� � 6zil Cc_- Business Name: . 55 y INC J'J c e:s Address: 1948 SE Aneci Street City/State/Zip: Port St Lucie, FL 34983 Phone: 772-223-1356 email: James P. Marsala dN 1 ---= SIGIATUiFE INT NANI E� DATE ��PRjj STATE OF FLORIDA, COUNTY OF THE-F/ R/.E1GOIINNIG INSTRUh1ENf T WAS SIGN E,D BEFORE NIE THIS. ' CNDAY OF �VA L , 20_[�Q BY 1lTX'�hTX 7n1-' `",`t^,' WHO IS PERSONALLY KNOWN OR HAS "U'kASIDENTIFICATION. - t • "r''n"""•., LISA M. CAUDULLO Cammisslon 8 FF 242ida 80t �1�.� p I zoo °moo Nofy®'misslp[n O$ 1` 24' 801 PRINT NAINIE OF NOTARY PUBLIC �� My Comm. Expires Sep 25, 201 _OfiL10 0anded lhrotiah National Notar/Ass1 PRODUCED �. �LV r'It�t� .`�'1�U� 1 n II �1 ,. ,, � 1, A I t • �r SIGNATURE OF NOT. 1RY_PUBLIG. SLCPDS: 0.8106/2014 „ulti EMEX JW _6 53102695 � col o po Plant: Begin Loading:_ To Job: Arrive Jot ♦ Stan�Pnload: Finish Unload: Leave Job: Return Plant: 095/ 1095 Customer Lode: .Customer Name: - Customer Job Number: 30C,8 105 riPnMiS 1 IOi IC5 OF PIN FLORIDA I NIC Project Code:. Project Name: Project P.O. Number. 105Li7G'_a FIG,- ;' I r,fr COUNT%, AL'_ ,JOBS MI.1';,T ;, 1' jl= L.OT Ticket Date: Delivery Address: 06/,= /13 5 0A SHANNON DRIVE, LAKEWOOD PARK Delivery Instructions: 11 TK A1.11.. ':UL,tlli„ Ltcf— II,J WORT; -I B'_UD, ;TIGHT ON KIN„S A`=TER ':C;I'!001J, fU v L_ T 0N1 L"•O;dL(?IJ, fJf<N RIRIIT Col Order Cade / Date: Order P.O. Number: LOT Map Page: Map/Row/Column: Dispatcher: Ticket Number. Due On Job: Slump: Truck Number: Driver Number. Driver Name: End Use: t,F,a01, 5,00 1oOE45M 10950. FRANK MANNA BLDNO- SI_fB LOAD QUANTITY CUMULATIVE I QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 10, 50 i!,, ";0 63. 01 IS57L,6Z 2500 PEG 7.88 -,_`-jF” .75 15898S1 MONOFILAMENT FIRER ' 1.Ou i,:4781V, F-JEL GURCHARGE RECEIVED 1. UO 1,-C) `749 ENVIRONMENTAL CHARGE JUL - 5 20% Cash Check#/Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: �}� �i WATER ADDED: / GAL YARDS IN DRUM: WHEN ADDED. CURB LINE CROSSEDAT OWNER`S/AGENT'S REQUEST: r_ONCPETE. DISPOSfi!_ FEE PARTIRL FULL LORD _ RD:3 SIGNATURE ❑ LOAD WAS TESTED BY:, Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Ape wmcr 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 guarenrd� WARNING: Product may cause s5wnd/or eye imitation. CAUTION: Matedal terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to )ou{ safety and heAljh. Please refer�o jre,backside of this ticket for important central after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling jfif6miation, gndtdthe� jenal story data'stests for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED IGJNATUR {T 1�� within one business day after the receipt of materials. n l /// / / 68UNIVERSAL PREY rRiJ-. INVOICE 9 ' LORD NUM; This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati f any, and Seller's-, r Confirmation (i ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre it"). Seller will providie Standard Ten id Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantilies and it s were delivered as indicated and further expressly agree,5 to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRUE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including Iimest6jjeJdolomite, 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 cementand/or fly ash c,,uj es^wM_e 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 skirt. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como refereLia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estindares 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 mismo. Acepta pagar el monto de acuerdo al contrato; at menos que se identi- fique con una nota al frente de este documento. KLr hALVJ / t.rdVlLr1V 1 V / YKV1JUt.1 VJ 1J1', t,V1Vt,KEIV/ l.L' 1V1GACl V VLA1V IESl Los productos de agregados son materiales naturales como piedra caliza, dolornita, granito, rota volednica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albariilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. L6s productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcdtica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en Ins ojos, quemaduras en piel y ojos, y reactions alergicas en ]a pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se uridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o g quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos m'as de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, livelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritacio'n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informacion visita www.ce 5310�555 ^ 1 6Qv ,- O PO t Plant: Begin Loading: To Job: Arrive.Job: Start Unload: Finish Unload: Leave Job: Return Plant: f95/1095 Customer Code: Customer Name: Customer Job Number: Order Code/Date: it6E1d05 AUAME 110,NES OF NtJ FLORIDA IrJC E. G i,G/P3:16 Project Code: Project Name: Project P.O. Number: Order P,O. Number. 41u 11 Gj ^^_L ° IRC COUNTI, ALL JOBS NU9 ;-IAVt_ LOT LOT 3 Ticket Date: DeliveryAtldress: Map Page: Map/Row/Column: clS/23/16 59306, SHANNON DRIVE, LAKEWOOD PARK . Delivery Instructions:. Dispatcher. LEI—. ON NG111H BLVD. _ 'Z1+T1IT Gill KJNw3,!-,L:'( 0-07) , ebfl',;, h:i na TERN LL T CiN LONL iiG TU:ZN RIGHT nN `:IA'!Pa1N Ticket Number 34453389 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: ' 06:13 .ot) Oo26400 1o95o3 DAN CnVINGToN PLCNO, SI._AB LOAD QUANTITY CUMULATIVE I QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE. AMOUNT 10, :'o 21 UU 6:3. 01 1557G6' E500 REG "'l? 7.,}P 115. .75 15tt19G31 I'IGNGF-L.AMI=NT F'I.PER L� 1.00 1.i4781t, FULL SURCHARGE 1.00 L�02-749 ENVIRONMENTAL CF;ARGE Cash Check #/Auth Code: I Signature of Driver Receiving Cash: Check Comments: RETE DISPOSAL FEE PARTIAL FULL LOAD YARDS Cash Received: WATER .F1:12urrt 27 YARDS IN. DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'SIAGENT'S REQUEST: i O LOAD WAS TESTED BY: Notice:: Our drivers will make every effort to place materials where the customer designates, but the CI SPEAL TERAny water added is at ctlmrs own disk. 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 longeMS: r guareIteed-WARNING: Product may cause skin and/or eye Irritation.; CAUTION: Material terms of sale and delivery and accepts concrete as Is. Due to important factool Vi ich are out of our may be haraidousjto 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 iesults. No credit for safety handlingjnffgqmmation, and to-the-malenal safely data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED' SIG�ATUREI within one business day after the receipt of materials. /1 t/ '12 � � _ 66UNIVERSAL RREV TRK: 100EA5M F'RA.\1 f TCbi1NA r LOAD NC1"1c c'_ This Delivery Ticket incorporates here;- by reference Buyer's previously executed C'rPdit Application, if any, Seller's Standard Teens and Conditions, Seller's Quotati f any, and Seller's Order Confirmation ( ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreumui-it"). Seller will provide the Standard Ter... -nd Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry c`oncrctc and-aggragate dust may-cause_initation.to.eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, wlich may cause silicosis and cancer if -inhaled. _ If ingested, keep wane, 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 bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with -mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. if wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye comp referencia at comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estindar, condiciones del vendedor, propuestas del vendedory orden de. confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los tdrminos estandares y condiciones detal- lados 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 mismo. Acepta pagar el monto de acuerdo at contrato; at menos que se identi- fique con una nota at frente de este documento. / UEME+'N1 U / YK00UU1,10S lit UUNUKE+TU / Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcinica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de conereto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, grmito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto secoy polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de set ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o Seguridad: quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salad depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irrtacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informacidn visita www.cei 53101?697 Plant: Begin Loading: 'To Job: Arrive. Job: Start Unload: Finish Unload: Leave Job: Return Plant: U`35/ 1095 Customer Code: Customer Name: Customer Job Number. OF.3.tOF nnF,Nr, HLctiE-S 'IF NIIJ FLORIPA JNC Project Cade: Project Name: Project P.O. Number. /�. t ri5871-•c _ r'sl - I RC; COI.J�Jl �( aLt- JOBS MIUC T i .'M f_ LOT Ticket Date: Delivery Address: OS/2./16 590q SHANNON DRIVE, LAKEWOOD PARK Delivery Instructions: ' 7-M Al'E SOUTH, L_F! l ON IHOPTH PLIM, RIG-11T 17N KINGS H`r1Y t607) f =`EP t-.1*103D, TURF' LSFT ON DOA:Lt=VJ9 TURN RIGHT ON SHAN°:ON Order Code / Data EE 0l=„ .fiFr / Order P.O. Number. LOT a Map Page: Map/Raw/Column: Dispatcher J'oIr=rbone Ticket Number. Due On Job: irEe25 Slump: 5.00 Truck Number: 10023765 Driver Number: 10] 5 Driver Name: NELVIN WILLIAMS End Use: ELDNG: 6I_AL3 LOAD QUANTITY CUMULATIVE I I QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 10, 504' _ ;1i: CU, 4-11 _C57:,GO 2500 REG YD3 1.08 "3; tGa , 75 1529!231. i�gNOFILANENT ETDfiR L_D - 1. C%0 1 ''47813 FUEL_ SURCHARGE 1.00 LP_+ L7%q ENVIRONMENTAL CHPRGE Cash Check #/Auth Code: Signature of Driver Receiving Cash: Cash Receivetl: Total COD Order Amount to Collect Check !/ Without Standby Charges Charge Comments: / / t WATER GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSEDAT OWNER'S/AGENT'S REQUEST: CONCRETE DISPOSAL FEE PARTIAL FULL LOAD YARDS SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL,fTERMS/ 4y waterradded is at customers own risk. If water is added an job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guarantee 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 NAafety and health. Please refer to the backsideofthis ticket for important central after delivery. this Company will not accept any responsibility for the finished results. No credit for safety handling;informafion, and to the aterialSafety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE /^��n` ��^��_ within one business day after the receipt of materials. /� A � ' p� 68UNIVERSAL PREV TRKa 100cE400 llANINV01CNGTON LOAD IJI_;i/1: 3 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quota if any, and Seller's Order Confirmation hiding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agr ent"). Seller will provide the Standard Te and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. a 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 bums and allergic skin reactions. ..Dryconcrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica; which -may cause silicosis and -cancer -if -inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye come referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier t6rmino estdridar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantfas), come acuerdo total del ticket de entrega ("Contrato"). El vendedor proveer5 los t6rminos est'andares y condiciones detal- Jades en caso de asf ser requeridos. Con este documento, el cornprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados come se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos quo se identi- fique con una nota al frente de este documento. l<M D119_IOWN r/)/_W:(9J 111iN INN-TU-WOL110 J" rl1LWR0IJ'!Gly`L�1J�iJ.7 Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volc'anica, arena, grava y otros materiales silicios. Los productos do cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concrete incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volednica, arena, .grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener m5s de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o on la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte 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 edlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar• toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende on la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. L'avese las manes con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos m5s de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si ]a irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para m:is informaci6n visita www.cernexusa.com. ,f 1 ZZCC'MC-X 4 5310.2699 Plant: Begin Loading: i To Job: `- Arrive Job: - StartUnload: .Finish Unload: Leave.Job: .Return Planti 095.1 i f795 Customer Code: CustomerName Customer Job Number: 3066405 ADAMS HOMES OF NW FLORIDA INC Project Code: Project Name: Project P.O. Number. '41058765 PSL 8: IRC COUNTY ALL JOBS MUST HAVE LOT Ticket Date: Delivery Address: OG/23/1G 5904 SHANNON DRIVE, LAKEWOOD FAR{; Delivery Instructions: ` 27TH AVE SOUTH, LEFT ON NORTH BLVD, RIGHT ON KINGS HWY (E07) AFTER Y.ENWOOD, TURN LEFT ON DONLAN, TURN RIGHT ON SHANNON Order Code I Dater' "6,66 06/23/16 Order P.O. Number.' LOT Map Pager Map/Row/Column: Dispatcher:. ` debot^llone Ticket Number. =r453499 Due On Job: OF:37 'Slump: 5.00 Track Number. 1002G408 Driver Number. 109523 R1river II.EmeLOUNSBERRS ena Use: SLAB LOAD QUANTITY CUMULATIVE I QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 1Q.50 42. 00 63.01 1557665 2500 REG :`.3 7.88 31.52 .75 1589831 MONOFILAMENT FIBER ; L& .1UN 23 Af, 6:02 1.00 12471318 FUEL SURCHARGE 1.00 i202749 ENVIRONMENTAL CHARGE Cash Check Check#/Auth Code: (Signature of Driver Receiving Cash: (Cash Receive Iyflas hout COD OderA ountWCollect Stan WATER ADDED: YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: CONCRETE DISPOSAL FEE PARTIAL FULL LOAD YARDS SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials wherethe customer designates, but the SPECIAq TERMS: 21iy J,atef2�tl is buslomersown risk: Ifwater is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees, to the is no longer gua me it.. W RNING: Pr uct r9dq'Wuse skin andd/or ev hmon. CAUTION: Material temis of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazard us yoirrfety ando althJPlea�e:refer•t6iha backsideb is 'cke im rtanl control after delivery, this Company will not accept any responsibility far. me finished results. No mililfor safety handling Ifo}mm{' n, a to e m i 3i safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be dammed waived unless made to us in writing AUTHORIZED SIGMA U ' within one business day after the receipt of materials. 0. saUNIVERSAL PREV TRK. 10025765 MELIN OI EILLIAMS LOAD NUMB 4 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quota if any, and Seller's Ordei-Confirmation uding limitations of warranties), as if fully Set forth on this Delivery Ticket ("Agr -nt"). Seller will provide the Standard Te and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products; including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. -Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting acid/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 coiitaiv trace amounts of -ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner. Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.conr. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantias), como acuerdo total del ticket de entrega ("Contrato" ). El vendedor proveerd los t6rminos estdndares y condiciones detal- lados 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 mismo. Acepta pagar el monto de acuerdo al Contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS/CEMENTO/PRODUCTOSDE Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, roca volc'anica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concrete incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granite, roca volcdtrica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions alergicas en ]a piel. Concrete 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, torte 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 c6lida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se uridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o g . quemaduras en la nariz, garg<anta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manes con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos m3s de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la initaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 nv12 Para mas informaci6n visita www.cei j ZZCC-M'C-X 53102701 ' a 0lerl Plant: Begin Loaning:' - To Job: ' - -Arrive Job: Start Unload ' FiniSh Unload: -- LeaveJob: Retum. Plant: )95/ 10.95 Customer Code: Customer Name: •Customer Job Number: Order Code/Date: W68405 ADAMt, HOMES OF' *J FLORIDA -INC- Project Code: 141058765 Project Name: PBL & IRC COUNTY ALL JOBS ;. .Project P.O. Number. MUST HAVE LOT Order P.O. Number: LOT 2 Tlcket Date: DeliveryAddress:"•I Map Page: Map/Row/Column: 06/23/16 5904 SHANNON DRIVE, LAKEWFOD PARV' I Delivery Instructions: Dispatcher. ;27TH AVE SOUTH, LEFT ON NORTH BLVD, RIGHT ON KINGS HWY t607? debor bone AFTER KENI'JOOD, TURN LEFT ON DONLAN, TURN .RIGHT ON SHANNON l Ticket Number. 34453564 Due On Job: �17et70 Slump: i 5.00 Truck Number. 10025324 Driver Numb r. 10M0N Driver Name: THOMAS BOLLING End Use:. BLDNG. SLAB LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE ,AMOUNT 10.50 32.50 63.01 1557GG5 2500 REG YD3 7.88 39.40 .75 1589831 NONOFILAMENT FIBER LB 1.. 00 1.00 I Cash Check#/Auth Code: ]rCleck Charge Comments: , 1247818 FUEL SURCHARGE 1202749 ENVIRONMENTAL CHARGE of Driver Receiving Cash; - - Cash Received: CONCRETE DISPOSAL FEE PARTIAL FULL LOAD YARDS WATER :GAL JUN23m6:is— Collect I ' YARDS IN DRUM: _ WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: ❑ LOAD WAS TESTED SIGNATURE Nonce: Our drivers will make every effort to place materials where the customer, designates, but the SPECIAL TERMS: Any water addedfs at ustomersown risk. Ifviater is added on Job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the !.not onger guaranteed. WARNING{ Pr uct ce skin andfor 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 haamrdous io your safet�/and h9Jal . Please rer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the fin shad! results.. No credit for safety handling mfonnagon, and }p Ilia mate al safety data is fy additional infortnadon. returned concrete. Buyers. exceptions and claims shall be deemed waived unless made. to us In wilting AUTHORIZED SIGNATURE: /i I P J � within one business day after the receipt of materials. 68UNIVERSAL PREV TRK. 10026408 MIKFMsOQG{.16j'SBERRY / 1 7 � LOAD NUM; 5 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quota if any, and Seller's Order Confirmation uding, limitations of warranties), as if fully set forth on this Delivery Ticket ("Agr mt"). Seller will provide the Standard Te and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic.rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, grarthte, 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 bums and allergic skin reactions. — - - -- -: - Dry_concrete. and_aggregate dust may -cause imitation 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 bums 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: Incase of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega inchuye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los t6rminos estdndares 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 mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS/CEMENTO/ LND10r1&%"jLV JWA1 01MI Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albariilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granite, rota volcanica, arena, grava, y otros materiales silicios. Estes productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en Ins ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de set ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se uridad: La humedad puede causar Is liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar loser, irritaci6n o g quemaduras en In muiz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros , adecuada para protecci6n. Ldvese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: pelves. Si se expone a pelves ntas de los limiter recomendados, use protecci6n respiratoria. Prmems auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en In parte afectada per 15 minutes. Si se inhala polvo, exp6ttgase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n mddica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds informaci6n visita www.cej zzE=C_''M­'"­C_x .53102704 "Plant: Begin Loading; ' To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: ' RetumPlant: 095/1095 " Customer Code: Customer Name:. - Customer Job. Number. 3068405 ADAMS HONES OF NW FLOR,IDA'iNC i Project Code: Project Name; Project P.O. Number. 41058.765 PSL P IRC COUNTY ALL JOBS MUST -HAVE LC Ticket Data Delivery Address:. ' tJ6✓23/16 5904 SHANNON DRI'VE,.LAKEWOOD PARK Delivery Instructions: 27TH AVE SOUTH, LEFT ON NORTH BLVD, 'RIGHT ON KINGS HWY (607) 'AFTER KENWOOD, TURN LEFT ON DONLAN, TURN RIGHT ON SHANNON Order Code / Dater 666 06/23/16 Order P.O. Number. LOT 2 Nice Page; Map/Row/Column: Dispatcher.. r deborbone Ticket Number.e 34453835 'Due On Job: Slump: Truck Number.. Driver Number: Driver Name:, End Use: 07.17 5,00 10064538 109501 —RANK GIANNA BLDNG; SLAB LOAD QUANTITY CUMULATIVE QUANTITY ORDERED OORDERED MATERIALOODE PRODUCTION. DESCRIPTION UOM UNIT PRICE AMOUNT 10.30 63.00 63.01 1557665 2500 RES YD3 7.88 47.28 .75 1589831 MONOFILAMENT FIBER LB 1.00 1247818 FUEL SURCHARGE dH923u,17<I3 1.00 1202749 ENVIRONMENTAL CHARGE- y Cash Check#/Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect 'Check - Without Standby Charges: Charge Comments: / WATERADDED l o_GAL YARDS IN DRUM:- WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST:' CONCRETE DISPOSAL FEE PARTIAL FULL LOAD YARDS SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer tlesignatea. but the SPECIALTERMS: Anywateralld r Is at customers own risk. Ifwater is added onjob, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer 'agreesto the is no -longer guaran/your NIN 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 hacardousfety and health. Please referto the backside of this ticket for Important control. after delivery, this Company will not accept any responsibility for the finished results. Nocreditfor safety handling infod t the material safety data sheets for additional information: returned -.concrete. Buyers exceptions antl claims shall be deemed waived unless made to us in writing. AUTNORIZEDSIG within one business day after the receipt of materials. © ' 68UNIVERSAL PREV TRKe 10OL5324 THO%JOI&OLLING LOAD NUN: This Delivery Ticket incorporates her-4- by reference Buyer's previously executed reedit Application, if any, Seller's Standard Terns and Conditions, Seller's Quotal if any, and Seller's Order Confirmation � ading limitations of warranties), as if fully set forth on this Delivery Ticket ("Agrc., ,mt"). Seller will provide the Standard To....., and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye bums and allergic skin reactions. --Dry concrete and -aggregate -dust -may -cause initation.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 imitation or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye comp referencia al comprador (ya previamente ejecutada en su aplicaci6n de crddito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantfas), Como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados coma se expresa en el rnismo. Acepta pagan el monto de acuerdo al contrcto; al menos quo se identi- fique con una nota al frente de este documento. Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados come, piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritation en los ojos, quemaduras en piel y ojos, y reactions al6rgicas on la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte 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 grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en In nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende on la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n on los ojos y ropa Primeros adecuada para protecci6n. Ldvese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco time contacto con sus ojos, havelos a Tondo con agua. Acuda a atenci6n m6dica inmediatamente si la initaci6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 n2/12 Para mas informaci6n visita www.ce r; �cmcx 53102708 Plant: Begin Loading: To. Job: Arrive Job:. Start Unload: Finish Unload: Leave Job: Rettim Plant: 095/ 1 95 . Customer Code: Customer Name: Customer Jab Number. Order Code/Date: 3t)EM05 ADAMS HOLIES OF NO FLORIDA INC 6Csr 06/23/IE Project Code: Project Name: Project P.O. Number. Order P.O. Number: i; io;;'6765 fill- 8 [ RC COUN"Y r)LL 3ODS HUS fHAVE LOT LOT 2 ;J Ticket Date: DeliveryAddress: Map Page: Map/RowlColumn: 06/23/16 3904 SHANNON DRIVE, LAKEWOOD PARK Delivery Instructions: Dispatcher: l'7TH AV'--: SOU-ftl, LEFT ON NORTH OL VG, RIGHT Ill KINCt; 10W% !607) debvrbonc Pr I ER )ir_NI4100D, I EF i CiN DOtNLAP'', 1 UPN RIGHT ON Ticket Number. 3445407Fi Due On Job: 08..SE Slump: 5.90 Track Number. lOt)i.44SE Driver Number: 1OD522 Driver Name: JASAUNNA MAIR End Use: RI._DNGe SLAB LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIALCODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 1().50 "4,.1.:iO 7 .51 1557CE7) 2500 REG YD3 7.88 35.1cr .73 1589831 MONOFILAMENT FIBER I_B t 1. 00 1247(ii 8 FUEL SURCHARGE 1.ol) 12GL749 ENVIRONMENTAL CHARGE Cash Check N Aug,/Cade: I Signature of Driver Receiving Cash: Check Comments: CONCRETE DISPOSAL FEE PARTIAL FULL LOAD YARDS Cash Received: Total COD Order Amount to Collect Without Standby Charges: WATERADDED{I L !l /GAL YARDS IN DRUM: `' L WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: ❑ LOAD WAS TESTED Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water m Company assumes no responsibility for damages inside curb or property line. Customer agrees to the 'is no Ian terms of sale and delivery and accepts concrete as is. Due to important factors which are out of cur may be control after delivery, this Company will not accept any responsibility for the finished results. No cretlil for safety h� returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTH01 within one business day after the receipt of materials. O to SIGNATURE own risk. If water is added on job. concrete strength ause skin andlor eye imitation. CAUTION: Material m refer to the backside of this ticket for important data sheets for additional info.aron_-----� 68UNIVERSAL PREV TRK: 10064588 FRAIINVOICEANNA LOAD NUM: 7 This Delivery Ticket incorporates hr--'- by reference Buyer's previously execura ^redit Application, if any, Seller's Standard Terms and Conditions, Seller's Quot i, if any, and Seller's Order Confinnatior :luding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agroourcnt"). Seller will provide the Standard Terns and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrbes 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 bums and allergic skin reactions. _--.___Dry_conerete and aggregate dust may cause.initation to -eves -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 warn, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye come referencia al comprador (ya previamente ejecutada en su aplicaci6n de crddito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), come acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t€rminos estandares y condiciones detal- lados 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 mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. / CENIZAS VOLANTES Los productos de agregados son materiales naturales come piedra caliza, dolomita, granite, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados come, piedra caliza, dolomita, granite, roca volcanica, arena, Brava, y otros materiales silicios. Estes productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manes con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutes. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.ce, RECEP."O ]AN 2 8 2016 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot2Blk139-11 LakewoodPark2265AGR Builder Name: ADAMS HOMES MELBOURNE Street: 5904 Shanoon Drive Permit Office: City, State, Zip: Fort Pierce , FL , 34951 Permit Number: Owner: Jurisdiction: Design Location: FL, ST_LUCIE_CO_INTL 1. New construction or existing New (From Plans) 9. Wall Types (2028.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R=4.1 1412.50 ft2 - 3. Number of units, if multiple family 1 b. Frame - Wood, Exterior c. Frame - Wood, Adjacent R=13.0 407.83 ft2 4. Number of Bedrooms 4 d. N/A R=13.0 208.00 ft2 R= ft2 5. Is this a worst case? No 10. Ceiling Types (2322.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 2322.00 ft2 6. Conditioned floor area above grade (ft2) 2281 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 . NIA RLs 11 R ft 7. Wmdows(308.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 456.2 a. U-Factor: Dbl, U=0.35 140.10 ft2 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.35 89.51 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 34.8 SEER:15.00 c. U-Factor: Dbl, U=0.55 52.88 ft2 SHGC: SHGC=0.29 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 25.95 ft2 a. Electric Heat Pump 34.6 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 5.873 ft. Area Weighted Average SHGC: 0.281 14. Hot water systems 8. Floor Types (2281.0 sgft.) Insulation Area a. Electric Cap: 40 gallons _ a. Slab -On -Grade Edge Insulation R=0.0 2281.00 ft2 b. Conservation features EF: 0.950 b. NIA R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.135 Total Proposed Modified Loads: 59.92 PASS Total Baseline Loads: 60.49 I hereby certify that the plans and specifications covered by Review, of -the plans and S?,1jF this calculation are in compliance with the Florida Energy specifications covered by this O�gIiE ,y = , , O Code. calculation indicates compliance '_" ,y�� with the Florida Energy Cade. Ir mu T5'w •: E _'°„ O PREPARED BY: "'j�" Before construction is completed DATE: 1 /9n/1 B this building will be inspected for compliance with Section 553.908 0 o I hereby certify that this building, as designed, is in compliance Florida. Statutes. with the Florida Energy Code. - f''0 WE OWNER/AGENT' BUILDING OFFICIAL: DATE:L�_ DATE: - Compliance requires.certification by the air handler unit manufacturer that the air'handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 on to o e use. 1/20/2016 3:58 PM C 0 EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software 'PYae1 of 5 FORM R4nF-9n1A PROJECT Title: Building Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot2Blk139-11 LakewoodPark User 1 ADAMS HOMES MELBOURN Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 2281 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 5904 Shanoon Drive St. Lucie Fort Pierce, FL, 34951 CLIMATE J Design Location TMY Site IECC Design Temp Zone 97:5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, ST_LUCIE_CO_INTL FL ST LUCIE_CO_INTL 2 39 90 70 75 722 58 Medium BLOCKS Number Name Area Volume 1 Blockl 2281 20529 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2281 20529 Yes 5 4 1 Yes Yes Yes FLOORS # FloorType Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 206.2 ft 0 2281 ft- ___ 0.35 0 0.65 ROOF / V # Type Materials Roof Gable.. Roof Area Area .Color Solar Absor. SA Emilt Tested Emill Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 2597 ft' 582 ft' Medium 0.85 N 0.85 No 0 26.6' ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2322 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frec Truss Type 771 1 Under Atfic (Vented) Main 30 2322 ft' 0.11 Wood 1/20/2016 3:58 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 `i FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 BE Exterior Frame - Wood Main 13 10 2 8 0 81.3 ft2 0 0.23 0.6 0 2 BE Exterior Concrete Block- Int Insul Main 4.1 38 7 10 0 385.8 W 0 0 0.6 0 3 SW Exterior Frame -Wood Main 13 4 6 10 0 45.0 ft2 0 0.23 0.6 0 4 SW Exterior Concrete Block- Int Insul Main 4.1 31 11 10 0 319.2 ft' 0 0 0.6 0 5 NW Exterior Frame -Wood Main 13 6 9 8 0 54.0 ft2 0 0.23 0.6 0 6 NW Exterior Concrete Block- Int Insul Main 4.1 50 3 8 0 402.0 ft2 0 0 0.6 0 7 N Exterior Frame - Wood Main 13 3 10 10 0 38.3 ft2 0 0.23 0.6 0 8 N Exterior Concrete Block- Int Insul Main 4.1 0 5 10 0 4.2 ft2 0 0 0.6 0 9 NE Exterior Frame - Wood Main 13 18 11 10 0 189.2 ft2 0 0.23 0.6 0 10 NE Exterior Concrete Block - Int Insul Main 4.1 37 8 8 0 301.3 ft' 0 0 0.6 0 _11 - Garage Frame -Wood Main 13 26 0 8 0 208.0 ft2 0 0.23 0.01 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 BE Wood Main None A6 3 6 9 20.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low-E Double Yes 0.55 0.29 18.6 ft2 23 ft 0 in 0 ft 9 in Drapes/blinds None 2 SE 2 Vinyl Low-E Double Yes 0.35 0.29 32.4 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds None 3 SW 3 Vinyl Low-E Double Yes 0.35 0.26 5.0 ft2 7 ft 8 in 0 ft 6 in None None 4 SW 4 Vinyl Low-E Double Yes 0.35 0.26 13.6 ft2 7 ft 8 in 2 ft 10 in None None 5 SW 4 Vinyl Low-E Double Yes 0.35 0.26 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 SW 4 Vinyl Law-E Double Yes 0.35 0.26 38.5 ft2 1 It 0 in 2 it 10 In Drapes/blinds None 7 NW 5 Vinyl Low-E Double Yes 0.55 0.29 15.8 ft2 23 ft 0 in 0 It 9.in Drapes/blinds None 8 NW 6 Vinyl Low-E Double Yes 0.36 0.29 9.8 ft2 1 it 0 in 0 ft 10 in Drapes/blinds None 9 NW 6 Vinyl Low-E Double Yes 0.36 0.29 16.2 ft2 1 It 0 in 0 ft 10 in Drapes/blinds None 10 N 7 Vinyl Low-E Double Yes 0.35 0.29 12.5 ft2 11 ft 0 in 0 R 4 in Drapes/blinds None 11 NE 9 Vinyl Low-E Double Yes 0.55 0.29 18.6 ft2 9 It 4 in 0 It 9 in Drapes/blinds None 12 NE '9 Vinyl Low-E Double Yes 0.35 0.29 16.7 ft2 6 ft 8 in 0 It 4 in Drapes/blinds None 13 NE 9 Vinyl Low-E Double Yes 0.35 0.29 30.0 112 9 ft 4 in 0 It 4 in Drapes/blinds None 14 NE 10 Vinyl Low-E Double Yes 0.35 0.29 48.6 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 476 ft2 384 ft2 64 it 8 it 1 1/20/2016 3:58 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 .1 FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000286 1710.8 93.92 176.63 .2144 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 34.6 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 40 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Carl # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS _ / —Supply— V # Location R-Value Area Return Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC# Heat Cool 1 Attic 6 456.2 ft Attic 114.05 Prop. Leak Free Main -- cfm 68.4 cfm 0.03 0.60 1 1 TEMPERATURES mmableThermostat: Y [fX�t Jan Feb Mar g Jan Feb X[ ] Mar F Ceiling Fans: Aug n SeprC"I'ng Apr May Jun n Jul Apr May Jun Jul �x�Aug Sep Oct Nov Oct Nov Nov Dec Dec 1/20/2016 3:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 I'd I-UKIVI K4U5-LU 14 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 g 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66. 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1120/2016 3:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. �Y 5904 Shanoon Drive, Fort Pierce, FL, 34951 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1412.50 ft2 b. Frame -Wood, Exterior R=13.0 407.83 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13,0 208.00 ft- 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2322.00 ft' 6. Conditioned floor area (H') 2281 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft2 a. U-Factor. Dbl, U=0.35 140.10 ft' 11. Ducts. a. Sup: Attic, Ret: Attic, AH: Main R ft 6 456.2 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.35 89.51 ft2 SHGC: SHGC=0.26 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.55 52.88 ft' a. Central Unit 34.8 SEER:15.00 SHGC: SHGC=0.29 d. U-Factor: other (see details) 25.95 ft' 13. Heating systems kBtu/hr Efficiency SHGC: other (see details) a. Electric Heat Pump 34.6 HSPF:8.50 Area Weighted Average Overhang Depth: 5.873 ft. Area Weighted Average SHGC: 0.281 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 2281.00 ft a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= ft- b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: '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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/20/20163:58 PM EnergyGaugeO USA -.FlaRes2014 -Section R405.4.1 Compliant Software pOPI FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot2Blk139-11 LakewoodPark2265AGR Builder Name: ADAMS HOMES MELBOURNE Street: 5904 Shanoon Drive Permit Office: City, State, Zip: Fort Pierce , FL , 34951 Permit Number: Owner: Jurisdiction: Design Location: FL, ST_LUCIE_CO_INTL COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks orjoints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 1/20/2016 3:59 PM EnergyGaugeO USA- FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). ❑ Energy Performance Level (EPL) Display Card (one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method. ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRFSB v4.0 1I20/2016 3:58:32 PM Page 1 of 1 c FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot2BIk139-11LakewoodPark2265AGR Builder Name: ADAMS HOMES MELBOURNE Street: 5904 Shanoon Drive Permit Office: City, State, Zip: Fort Pierce , FL , 34951 Permit Number: Design Location: FL, ST_LUCIE_CO_INTL Jurisdiction: Duct Test Time: Post Construction Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage (Total Conditioned. Floor Area) _ (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the.Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 1/2012016 3:59 PM EnergyGaugeO USA- FlaRes2014 - Section R405A.1 Compliant So Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot2B1k139-11 LakewoodPark2265AGR Builder Name: ADAMS HOMES MELBOURNE Street: 5904 Shanoon Drive Permit Office: City, State, Zip: Fort Pierce, FL, 34951 Permit Number: Design Location: FL, ST_LUCIE_CO_INTL Jurisdiction: Envelope Leakage Test Results Regression Data: C: n: F Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, Intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond Intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. -SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 1/20/2016 3:59 PM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 5904 Shanoon Drive Permit Number: Fort Pierce , FL , 34951 • MANDATORY REQUIREMENTS See individual code sections for full details. ? 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law v [Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. ? R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. ? R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the lest shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the lest, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting Flue dampers and outdoor combustion air. ? R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAWDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402AA Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ? R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system. ? R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ? R403.2.2 Sealing (Mandatory)MI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance With Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness crileda by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturers air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 1/20/2016 3:59 PM EnergyGauge® USA- FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ? R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no mom than 2 percent of the design air Flow rate when tested in accordance with ASHRAE 193. .� R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ? R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., 'r R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. Y R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ? R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heal traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold waterline located as close as possible to the storage tank. ? R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 4 R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140'F (38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropdate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a lilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ? R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. -- ? R403:6:11 Equipment sizing. Healing and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 1/20/2016 3:59 PM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ? R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an uncendifloned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. ? R403.6.1.2 Healing equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. ? R403.6.1.3 Extra capacity required forspecial occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system Is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ? R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ? R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55"17, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. ? R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. ? R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the healer without adjusting the thermostat setting. • R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. • R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. ? R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. ? R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. -- Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. ? RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. ? R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ? R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. ? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 1/20/2016 3:59 PM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Com Page 3 of 3 RECEI'.7D ]AN Z 8 2016 Manual S Compliance Report Job: Lot2Btk139.11 Lakewood... WrlghtsoftP Date: NOVEMBER3,2010 Entire House By: Dcs DEL -AIR HEATING AND AIR CONDITIONING 531 CODISCO WAY, SWORD, FL 32771 Phone: 407-333.2665 1 Project• v For. ADAMS HOMES MELBOURNE Cooling Equipment Design Conditions Outdoor design DB: 90.0°F Sensible gain: 26185 Btuh Entering coil DB: 76.6'F Outdoor design WB: 78.0'F Latent gain: 5217 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 31401 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: 25HBC536A"30+FX4DN(B,F)037L Actual airflow: 1160 cfm Sensible capacity: 28761 Btuh 110% of load Latent capacity: 5471 Btuh 105% of load Total capacity: 34233 Btuh 109% of load SHR:.84% Heating Equipment Design Conditions design DB: 42.0°F Heat loss: 27561 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: 25HBC536A"30+FX4DN(B,F)037L Actual airflow: 1160 cfm Output capacity: 31550 Btuh 114e/a of load Capacity balance: 36 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow:----_ 1160 cfm Output capacity: 7.8 kW 97% of load Temp. rise: 49 OF The above equipment was selected in accordance with ACCA Manual S. 166 6--, 01600:43 wrightsofC Right-Sukc�Universa1201515.0.18 RSU08057 Page ACCA...arIQ265AGRV.ot2Blk13g-11LakemodParI2265AGRrup Cale=MI6 Housefaws:SW f Component Constructions Job: Lot28lk139-11 Lakewood... wright5oft° Entire House Date: NOVEMBER 3, 2010 By: Dcs DEL -AIR HEATINGAND AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Project• For. ADAMS HOMES MELBOURNE Design Location: Indoor: Heating Cooling Fort Pierce, FL, US Indoor temperature ('F) 70 75 Elevation: 25 it Design TD ('F) 28 15 Latitude: 270N Relative humidity (%) 30 50 Outdoor: Heating Cooling - Moisture difference (gr/Ib) 1.1 61.5 Dry bulb (°F) 42 90 Infiltration: Daily range ("F) - 15 (L ) Method Simplified Wet bulb ("F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain R' Bhf -F WFIRdi BWNB Bhh BGhR' Bbh Walls 12C-Osw: Frm wall, stucm ext, r-13 rav ins, 1/2" gypsum board inl fish, n 26 0.091 13.0 2.55 65 2.18 56 2"A" wood fin, 16" o.a stud ne 124 0.091 13.0 2.55 315 2.18 270 se 62 0.091 13.0 2.55 159 2.18 136 sw 20 0.091 13.0 2.55 50 2.18 43 nw 38 0.091 13.0 2.55 97 2.18 84 all 270 0.091 13.0 2.55 688 2.18 689 13A-2ocs: Blk wall, stucco e)d, r-2 eM bd ins, 8" thk, 1/2" gypsum board n 4 0.201 0 5.63 24 4.00 17 inlfnsh ne 252 0.201 0 5.63 1421 4.00 1010 se 354 0.201 0 5.63 1990 4.00 1414 sw 234 0.201 0 5.63 1320 4.00 938 nw 376 0.201 0 5.63 2116 4.00 1504 all 1221 0.201 0 5.63 6871 4.00 4883 Partitions 12C-0sw: Frm wall, r-13 my ins, 1/2" gypsum board int fish, 2"A" wood 208 0.091 13.0 2.55 530 1.28 267 ftm, 16" o.c. stud Windows 2A-2ov: 2 glazing, dr low-e outr, air gas, vnl frm mat, dr innr, 1/4" gap, n 13 0.350 0 9.80 123 9.59 120 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11 It overhang (5 it window ht, 0.33 It sep.); 6.67 ft head ht 1OC-v: 2 glazing, or low-e outr, air gas, vnl frm mat, dr innr, 1/4" gap, ne 19 0.550 0 15.4 286 16.9 314 1/8".thk: NFRC rated (SHGC=0.29); 50% drapes, medium; 9.33 ft overhang (6.75 ft window ht, 0.75 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, dr low-e outr, air gas, vnl frm mat, or innr, 1/4" gap, ne 17 0.350 0 9.80 163 21.2 353 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 6.67 ft overhang (5 ft window ht, 0.33 It sep.); 6.67 it head ht .- 2A-2ov: 2 glazing, dr low-e outr, air gas, vn(frm mat, dr innr, 1/4" gap, ne 30 0.350 0 9.80 294 21.2 635 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 9.33It - - overhang (5 it window ht, 0.33 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, orlow-e outr, air gas, vnl frm mat, dr innr, 1/4" gap, ne 49 0.350 0 9.80 476 21.2 1028 1/8" ink; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.25 it window ht, 1.17 it sep.); 6.67 it head ht +WrightSoft• Right-S.000nWrsa1201515.0.18RSU08057 2016Jan-2016:00:43 /, ...arIQ265AGRLLot2BIkt39-11Laka odPark2265AGRrup Cale=htl8 Housafaws:SW Pagel 10C-v: 2 glazing, or low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, se 19 0.550 1/8" thk; NFRC rated (SHGC=0:29); 50% drapes, medium; 23 ft nw 16 0.550 overhang (6.75 ft window ht, 0.75 ft sep.); 6.67 it head ht all 34 0.550 2A-2ov: 2 glazing, dr low-e outr, air gas, vnl firm mat, dr innr, 1/4" gap, se 32 0.350 1/8" lhk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft nw, 16 0.360 overhang (5.25 ft window ht, 0.83 ft sep.); 6.67 ft head ht all 49 0.360 2A-2ov: 2 glazing, dr low-e outr, air gas, vnl frm mat, or innr, 1/4" gap, sw 5 0.350 1/8" thk; NFRC rated (SHGC=0.26); 7.67 It overhang (1 It window ht, 0.5 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, dr innr, 1/4" gap, sw 14 0.350 1/8" this NFRC rated (SHGC=0.26); 7.67 It overhang (6.8 ft window ht, 2.83 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, dr low-e outr, air gas, vnl firm mat, dr innr, 1/4" gap, sw 32 0.350 1/8" thls NFRC rated (SHGC-0.26); 50% drapes, medium; 1 ft overhang (5.25 It window ht, 1.33 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, dr low-e outr, air gas, vnl firm mat, or innr, 1/4" gap, sw 39 0.350 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 2.83 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, dr low-e outr, air gas, vnl firm mat, dr innr, 1/4" gap, nw 10 0.360 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (3.17 It window ht, 0.83 It sep.); 6.67 ft head ht Doors 0 15.4 286 8.81 164 0 15.4 243 16.9 266 0 15.4 528 12.5 430 0 9.80 317 19.2 620 0 10.1 163 21.3 345 0 9.89 480 19.9 965 0 9.80 49 10.7 54 0 9.80 133 10.7 146 0 9.80 317 18.7 607 0 9.80 378 19.9 767 0 10.1 98 21.3 208 11 JO: Door, mtl tbrgl type sw 20 0.600 6.3 16.8 340 17.4 352 Ceilings 166-30ad: Attic calling, asphalt shingles roof mat, r-30 cell ins, 1/2" 2322 0.032 30.0 0.90 2080 1.68 3900 gypsum board int fish Floors 22A-tpl: Bg floor, right dry soil, on grade depth 206 0.989 0 27.7 5709 0 0 +wrightsoft° RightSuiteOUniwrml201515.0.18RSu08057 ...adQ265AGRILOQBlkl39-11Lakev dParIQ265AGRwp Cale=MJB Housefams:SW 2016-Jan-2016:00:43 Page 2 + wrightsoft° Project Summary Entire House DEL -AIR 14EATINGAND AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Project• For. ADAMS HOMES MELBOURNE Notes: HA update 5114114 RVSD 8-20-15 JA RVSD 1/20/16 JA Job: Lot281k139.11Lakewood... Date: NOVEMBER3,2010 By: DCS 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 TO 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22956 Btuh Structure 19789 Btuh Ducts 4605 Btuh Ducts 6395 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27561 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 26185 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces, 0 Structure 3516 Btuh Ducts 1701 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft� 2281 2281 Equipment latent load 5217 Btuh Volume (ft) 20789 20789 Air changes/hour 0.32 0.16 Equipment total load 31401 Btuh Equiv. AVF (cfm) 111 55 Req. total capacity at 0.75 SHR 2:9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC536A* 30 Cond 25HBC536A"30 AHRI ref 6936852 Coil FX4DN(B,F)037L AHI ref 6936852 Efficiency 8.5'HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 26100 Btuh Heating.output 34600 Btuh @ 47'F Latent cooling 8700 Btuh Temperature.nse_____—_ _ 27_'F _ Total cooling 34800 Btuh Actual airflow 1160 cfm Actual airflow 1160 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Burl heft. 9 RightSuite®Ikiivarsa1201515.0.i8 RSW8057 2016Jan-Jan Pagel ..arIQ265AGR1Lot2BIk13311LakewoodParia265AGP-mp Cak=MJ8 Housefaces:SW 1. wrightsoft- Right-M Worksheet Entire House DEL -AIR HEATING AND AIR 531 CODISCO WAY, SANFORD, FL 32771 Phone: 40-333-3O 5JING Job: Lot2BM139-11 Lakewood Par... Date: NOVEMBER 3, 2010 By: DCS 1 2 3 4 5 Room name Exposed well Room height Room dimensions Room area Entire House 206.2 ft 9.0 ft d 2321.5 ft' M BR 40.0 ft 8.0 ft heat/cod 1.0 x 268.0 ft 268.0 ft' Ty Construction number U-value (BtulVftz°F) Or HTM (Btuwftl Area or perimeter (ft) Load (Btuh) Area (ft= or perimeter (ft) Load (Bluh) Heat I Cod Gross I N/P/S I Heat Cad Gross N/P/S Heat Cod 6 11 --G2A-2ov„_,___v-___.,.... W W IW r�--G Y-a _ 12C-0sw. 13A-2acs 12C-0sw 10C-v 2A-2ov 2A-2w 13A-2ocs 2A-20V .___ __-_ 12C-0sw .10C-Y____ 13A-20cs 24-2ov 0.091 0.350_.n_...-9.80___9.59-__ 0.201 0.091 0.550 0350 _.0.350 0.201 0,350 . _`.. 0.091 _0.550 0.201 0.350 n n 255 5.63 2.18 4.00 38 _.13.-_..._..._0..�_123_v_120__.....__0„�,.__0-„_.�.__0 4 189 19 17 _30 28 4 124 0 0 _..___ 0 252 _ 0 _82 _79 354 7 _ 65_ 24 " 315 286 163 294 1421 476 _ Be 17 -2700 314 353 635 1010 1028 __136 ___164 1414 620 "0 0 0 0 _ 0 120 32 _"81 0 0 - 0 0 -_"""0 0 0 __..___0 0 0 0 0 ' 0 ne ne ne _ne- ne ne se' -se_ se se 253 1540 980 9.80 5.63 9.80 -2.55 -15.40 5.63 9.80 218 16.91 21.16 _.,,.21.16 4.00 21.16 '�-218 _..8.81 4.00 19.17 0 0 0 -___ � 0 88 0 __62 9...-.__286 0 0 0 0 0 0 301 _ 49 "81 _19 386 32 _ 493 317 ''� 159 0 350 685 -__ " 136 _ .164 0 0 159 _,.,,._._286 1990 317 �V �G p 1yU IL------GGG _ IW _ -G I I--u P __ C . -- 'F__,_. 12C-Osw 2A-2w 1110 __ 13A-2ocs 2A-2av 2A-2ov 2A-2m �._ 120-0sw __ ]OC-v- _ 13A-2acs 2A-20V 2A 2ov 12C-0sw_ 16B-30ad -� - 22A-tp1:,__ �_ -__ '0.091 0.350 ___ 0.600 0.201 0.350 0.350 _-_- 0.350 0.091 __0.550 .m 0.360 0360 _....0091 `_0.032 .0.989 sw sw _sw_ sw sw sw _sw nW _nW_ nw _rnv_ ... = = . _., _�-. 2.55 9.80 ;16.80 5.63 9.80 9.60 �9.80 255 _15.40 . 10.08 y10.08 u__2:55 _, 0.90 _,.27.69 _2.18 10.70 -17,10 4.00 10.70 18.75 19.89 '218 -16.91 . 21.31 ,,, 21.31�.,.,� _ _1.28 _,_ 4.68 _ _ _0.00 45 5 ___„20 319 14 32 -_39 54 _6 _ 20 5 ___20 234 14 3 0 -_38 __0 50 49 _340 1320 133 317 378 _'--.97' _243 43 54 -.^352 938 146 607 767 84 -266 0 0 - _.._0 0 0 0 0 ---0 i0 v 0 0 0 0 0 0 --"-0 .__0W __0 0 0 0 0 0 0 0 0 0 0 0 0 --0 ;___0 _0 �0 10 16 _ - 208 a__ 2322 ____2322 0 0 208 2322 _�. __J206 98 __, __163 530 __ 2080 .-..: _.5709 208 _.� _345 _ _ -26Z 3900 r.__ _ _�. _0 128 0 0 __. _ 268 -_...268 12B 0 0 _.. „�0 _. _.,... 268 720 0 0 .0 240 512 0 0 _ ,, _0 450 �... 6 c)AED excursion 78 -174 Emdope lcss/gain 19544 15695 3324 2124 12 a) Infiltration b) Roan ventilation 3412 0 914 0 617 0 165 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 1800 1 230 0 Subtotal Qines 6 to 13) 22956 19789 3941 2519 14 1151 Less extemal.load,_ - _ _ Less transfer Red,stnbution Subtotal Duct loads 20% _ 32% _ _ 0 0 0 22956 4605 0 0 0 19789 6395 - 20% - _ _ _ 32% 0 0 0 3941 791 0 0 2519 814 Total room load Air required (dm) 27561 1160 26185 1160 4731 199 3333 148 ,.,1� Calculations approved by ACCA to meet all requirements of Manual J Sth Ed ?1T Wrllght _aft • Right.Suite®Uniwrea1201515.0.18RSU08057 2016Jan-2016:0043 `...arIQ265AGR1LcUBlkl39-ll LakemodPark2265AGPmp Calc=MJB Housefama SW Pagel wrightsoft° Right-JO Worksheet Entire House DEL -AIR HEATING AND AIR 531 COOISCO WAY,, SANFORD, FL 32771 PCO 40P ITIzON ING Job: Lot281k139-11 Lakewood Par... Date: NOVEMBER3,2010 By: DCS 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area WIC 1 7.0 it 8.0 ft heat/cod 6.0 x 7.0 ft 420 ft2 W1C 2 0 ft 8.0 ft heat/cod 5.0 x 7.0 ft 35.0 ft2 Ty Construction number U-value (Btu MMF) Or HTM (Blutvft� Area (ft2) or pedmeter (it) Load (Btuh) Area or perimeter (it) Load (Btuh) Heat I Cod Gross I N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 lyU �C W 111555JJJ _ IW �--G_ W �-._G Wi -a UI�-� . �D _ W LG.. 12C-0sw '� 2A-2ov, 13A-2ocs 12C-Osw 10C-v 2A-2ov 2A-2ov_i_ 13A-2acs 2A.-2w _-,.__ _ -_ _. 12C-0sw .10C-v.-_-_ 13A-2ocs 2A-2cv _ 12C-0sw 24-20V 11J0- 13A-2ocs TA-2ov 2A-2m _2A-2ov _ 12C-05w JOC-v ` 0.087 _ __-0.350 0201 n _n_..._._9.80 n 255 _ 563 255 1540 9.86 ____9,80 5.63 9.80 255 _1540 5.63 _ 980 2S5 980 -, 16.80 5.80 5.63 9.80 9.80 255 _15.40 5.63 10.08 _,_, 10,08 255 0.90 -___ 0 .-0.__,- 0 _ _w0�.0 0 �... ..,..0 ____ 0 0 0 0 0 0 0 -- --0--0 -0 0 0 _ _ _0 _... _0 0 _ 0 _ 0-0 0. _.__._0 0 2.16 _.._,9.59 _ 4.00 218 16.91 21.16 _21 :16 4.00 21.16 2,18 -8.81 4.00 19A7 -0 - -----._O 0 0 OD91 0.550 0.350 _-0 350 0.201 __._ 0.350 0.091 --0.550 0.201 0350 0.350 0.600 0.201 0.350 0.350 0.350 0.097 -,0.550 ne m W -ne. ne ne se _se_ se se s`w sw sw_ sw sw sw sw_ - nw _nw_ 0 0 0 _-__0 0 _ 0 0 ..___0 0 __ J-0 0 0 ,0 _0 0 0 0 _0 0 0 -0 0 0 __ 0 0 0 0 ____0 0 0 .___0 0 0 --'--0 0 0 0 0 0 �_0 0 0_ -`"0 0 --a 0 0 _...._ 0 0 0 -0 0 _ 0 -0 0 0 _�0 0---0 _-_0 0 0 0 0 0 0 _ f18 10.70 -_.._17.40 4.00 14.00 18.75 _19.89 ' 2.18 -16.91 4.00 21.31 21.31 ' � 1.28 1_68 ___0:00 __0 0 0 -.,_-0 0 0 0 0_ 0 56 0 -___0. _ _ _0 42 _,"_42 �p0 0 _--0 0 0 0 0 --0 ---__,0 56 0 ___ 0 _0 42 � 7 _.-._.._0 0 0 0 0 0 0 __ 0 0 ____0 0 0 0 0 _� 0 0 224 0 0 _0'_ 71 __..0 0 0 _p --0 0 ___ 0 0 0 0 0 .__--0 0 0 0 - --0 35 _.__0_ _0 --0 0 0. 0 0 0 0 -._. 0 0 0 __..� _. 0 _ 0 _ 35 -. ...35_ _._._� 0 0 0 0 __..-,_'0 0 0 0 __,._0 0 0 0 0 --.�0 0 0 _-�.�_0 ._ __0 _ 59 _-.0 -'-0 -._.0 315 0 0 _ 38 194 W . __ -P_._._ C .F____22A1fd..- 13A-2acs 2A-20v 2A 2ov 16B-30ad __. 0.201 0.360 _- 0.360 __0.091 0.032 -_�;0.989 my my mv_ = - _�,_..27.69 _�. 0 31 _____0 6 c)AED excursion _23 -4 Envelope loss/gain 547 272 31 55 12 a) Infiltration b) Room ventilation 105 0 28 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal Olives 6 to 13) 652 300 31 55 14 15 Less external load-- --- - - - Less transfer Redstdbution Subtotal Duct leads - 20% - 32% 0 a 0 652 131 0 0 0 300 97 201/. 32% 0 0 0 31 6 _0 0 0 55 18 Total room load Air required(cfm) 782 33 396 18 38 2 72 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrllhlsOft' 2016Jan-Jan 9 RigOSuite 265A rsa1201515=MJ8 SO06057 ��A...arK2265AGR1Lol2Bik139-11 LakexocdPerIQ265AGRrup CaIc=M1M1IB House (aces:SW Page2 00000000000 E 00'0000000; � OOOOONO ! 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Date: NOVEMBER3,2010 By: DCS 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area uv 32.0 it 10.0 fit heat/cool 15.0 x 12.0 ft 180.0 ft2 FAM 24.0 it 10.0 ft heat/cool 1.0 x 511.5 it 511.5 fP TY .Construction number U-value (Btuh4R°F) Or HTM (Btulvft2) Area (111) or perimeter (it) Load (Btuh) Area or perimeter (f) Load (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W __G W $C-0sw 2A-2ov ,,.-_--_ 0.091 _-0.350 0201 n _. n., n 255 _.__9.80 563 2.10 _ ___9.59 4.00 -- 0 _ 0 0 �- 0 ____.__ 0 0 -� 0 . _„_....0 0 - -- -" p �.._�0 0 '--0 0 0 p �.v 0 0 ---- p _ 0 0 --- p _ _ _._.0 0 13A-2ocs 11 lI��JJ 1-G IL-�G IW -G W'^ l5U -C 12C-0sw 10C-v 2A-2ov 2A-2ov 13A-2acs 2A-2ov 12C-0sw "' AOC-v­- 13A-2ocs 2A-20v 12C-0sw 2A-2ov 11J0-...--- 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 12C-0sw 10C-v 13A-2ads 2A-20v 2A-22C-0ov 1sw-_ _ __ 1613-30ad 22A-tpl ___ _. _.__ 0 OBi 0550 0350 -_0350 0.201 0.350 .,_--.0091 -0.550 0.201 0.350 - 07 0055 0350 __ _. _ 0 600 0.201 0.350 0.350 0.350 - 0091 -0.550 ne ne ne ne_ ne ne se _se_ se se 255 1540 980 _980 563 980 --255 __-1540 5.63 9.80 - 2.18 16.91 21.16 ._21.16 4.00 21.16 '.' 2.18 -8.87 4.00 19.17 0 0 0 _____O 0 0 _..._-_a ��.0 50 0 ---0 0 0 "_0 0 0 __.-0 _-�0 50 0 -"-�--0 0 0 0 -0 0 0 __0 0 0 144 19 0 a BS 0 0 ---_.0 16 0 _-_.__.0 0 0 243 286 0 _ 294 90 0 -.___0 0 0 - 308 314 0 __635 64 0 __�0 0 0 54 _..-_ 352 86 146 0 0 --0 0 0 0 _ _ 0 `_--859 ,_...- .. ..0 0 0 _80 16 0 _..,.-._._..0 -.._-_.0 0 0 -0 �___0 281 0 �__..._-0 .0 200 _ sw sw ;sw_ : sw sw sw sw 'r? .m..__1540 2 9,80 _16.80 5.63 9.80 9.80 _ 9.80 255 5.63 10.08 _ 10.08 - 2.55 0.90 . 27.69 _ ntl 10.70 _„17.40 4.00 10.70 18.75 19.89 -- 218 __,16.9i 4.00 21.31 21.31 1(28 1.68 _.-0.00 0 0 0 0 0 118 0 3 0 --0 -_o 104 0 0 _-_0'-'-,- _� 180 __ _.32 0 0 ___0 0 0 ---0 470 0 607 0 '-0 _-0 415 0 345 302 _.__. -0_.--...512 ­ 45 5 _20 35 14 0 0 -- -a ,-- o 0 0 _ 0 0 __� 512 ___ -20 5 _20 21 14 0 0 - --0 0 0 0 '��._0 512 �.`24 49 _._340 120 133 0 0 ljJ -.�0 150 0 32 0 `_--0 ­0 120 0 16 _. 0 180 -„_.-_ 180 _0 662 0 317 0 IL~-fGG W-" IW T-- ,P _. C .---0 -_0 5S4 0 163 0 161 ._.__ 886 0 0 0 0 .___.. 0 458 _.�fi65 0,201. 0.360 0.360 .__. 0.091 0.032 .. �. __0.989 my my mv_ ___ - _._, 6 c)AED excursion 226 -193 Envelope loss/gain 3056 2566 2729 2567 12 a) Infiltration b) Room ventilation 600 0 161 0 450 0 121 0 13 Internal gains: Occupants @ 230 Applianceslother 0 0 0 4 920 0 Subtotal Qines 6 to 13) 3656' 2727 3179 3608 14 15 Less Wemal load- - -- _ _ Less transfer Redistribution Subtotal Duct loads 20% - ___ 329% _ 0 0 0 3656 733 -0 0 0 2727 881 - 20% 32% 0 0 0 3179 638 - 0 0 0 3608 11% Total room load Air required (of n) 4389 185 3608 160 3817 161 M1774 211 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Wright af!' Right-Suite®Unlvefml201515,0.18RSU08057 2016-Jan-2016C0:43 '4EUK..arl2265AGMLot2BIk13g-11LakevmodParI2265AGRwp Calc=MJB HWWfaces:SW Page wrightsoft° Right-JO Worksheet Entire House DEL -AIR HEATING AND AIR 531 CODISCO WAY, SANFORD, FL 32771 PCOhone P 333 20N ING Job: Lot2Blk139-11 Lakewood Par... Date: NOVEMBER 3, 2010 By: DCS 1 2 3 4 5 Roan name Exposed wall Raxn height Room dmensions Room area DIN 12.0 ft 10.0 ft heat/cod 11.0 x 11.0 ft 121.0 ft2 UTIL 3.0 ft 8.0 ft heat/coot 7.0 x 11.0 it 77.0 ft- Ty Construction number U-value (BtuWftMF) Or HTM (Stuhdft2) Area M or perimeter (ft) Load (Btuh) Am or perimeter (ft) Lead (Btuh) Heat I Cad Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 U,J- - .__.. W ll}}UU 1-G LfWf � -G 'L-�-G tN t-C 12C-0sW 2A-2ov-_.�____.___-...-0.350_n_._..9.80_,._.9.59.___-_ 13A-2as 12C-0sw 1 00-v 2A-2w 2A-2ov_._..__,_.__ 13A-2ocs 2A-2ov _.._._� 12C-0sw 10C v_._..__ 13A-2acs 2A-2w - A.091 _ 0.201 W `0.091 n' n 255 _ 5.63 ,` 2.18 4.00 0 0 _.. __0 0 __ __0__. 0 0 _-_ 0.__.o 0 0 0 0 0_.. 0 0 _._.._0 0 0 0 0550 0.350 _0350 0.201 0.350 ,0091 0550 0.201 0.350 oe ne ne _ne_ ne ne se -se..__1540 se se 255 1540 9.80 _9.80 5.63 _ 9.80 -2¢5 _ 2.18 16.91 . 21.16 -21.16 4.00 21.16 -2.18 ._._8:81 --_..--0 0 0 0 ---- 0 0 0 ,0 �� 0 0 0 0 0 0 0 _,__0 0 __�__a 0 .__0 ­0 0 0 .�0 0 0 ~�--0 __0 ------o 0 0 __0 0 0 - p 0 0 "''--.' p 0 0 __WO 0 0 `---"-0 0 .__. 0 ,.. 0 _._.._.0 0 0 - y0 _. _0 0 0 ��'--0 ___0 _0 0 0 -0 5.63 9.8D 4.00 19.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LyL2 I-G ._LD W V�V {L-GG _ C_ F.,-._-. 12COsw 2A-2a .11J0______ 13A-2ocs 2A-20v 2A-2av 7A-2ov ____ 12C-0sw ]OC-v _ 13A-2acs 2A-2ov 2A 20v_ _ - - 16BJ0ad 22A-tpl_, _ __-_.. $ .091 0.350 _-.0,600 0.201, 0.350 0.350 v_ 0.350 0.091 _.0,510 0.201 0.360 _ _ 0.360 _�0.032 _._ 0.989 sw sw _sw.. sw sw sw sw my _nw_ nw nw _rrw_ - �T 1 55 9.80 _._J6.80 5.63 9.80 9.80 _ 9.80 2.55 _11411 5.63 10.08 _ 10.08 __ 0.90 ___27.69;_0.00 218 10.70 __17.40 4.00 10.70 18.75 19.89 T2.18 _._16.91 4.00 21.31 21.31 1.68 _ �`0 0 __.._..0 0 0 ____-0., 71 0 0 _0 0 10 0 __ - �_,_0 _._0 _ _ 121 ._12� 0 0 -0 402 0 0 378 0 0 56 0 0 _0 108 �332 _0--0-0 0 -_._a 0 _0 24 0 0 0 -_0 0 0 ___� 0 48_ _77 v, 77_ 0 24 0 0 0 �0 0. 0 _ 0 _.�48 77 _._3 __0 0 0 135 0 0 0 0 0 0 _ 0 _ 122-'_ e_ _ 69 a__ 83 0 0 .._0 96 0 0 0 .__ -0 0 0 0 .r62 _- 129 110 0 0 39 286 0 0 767 _. -_ -0 ____0 40 0 0 _ _0 _ 203 _,__.0 __� 0 _ 0 10 0 0 __,�_ 121 _____121 6 c)AED.excursion 230 T -64 Envelope lossfgain 1277 1525 409 223 12 a) Infiltration b) Room ventilation 225 0 60 0 45 0 12 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 600 Subtotal (lines 6 to 13) 1502 1815 454 W5 - 14 15 Less external load - Less transfer Redistribution Subtotal Dud loads - 20% 323/b 0 0 0 1502 301 0 0 0 1815 587 - 20% 325'b 0 0 0 454 91 - 0 0 0 835 270 Total room load Air required (cfm) 1803 76 2402 106 23 523 1149 wrightsOft' Right-Suite®Universa1201515.0.18RSU08057 ..zdO265AGRIot2BIkl3g-11LakewoodParla265AGPmp Calc=MJB Housefaces SW 2016Jan-2016:0043 Page 5 wrightsoft° Right -A) Worksheet Entire House DEL -AIR HEATING AND AIR 531 CODISCO WAY, SANFORD, FL 32771 PCONQZT ZONING Job: Lot2Blk139-11LakewoodPar... Date: NOVEMBER3,2010 By: DCS 1 Room name BATH 2 BR 2 2 3 Exposed wall Room height 0 It 8.0 it heat(cod 14.0 ft so ft heat/cool 4 5 Room dimensions Room area 6.0 x 9.0 ft 54.0 W 12.0 x 14.0 It 168.0 ft' Ty Construction number U-value (BtulIfto'IF Or HTM (BtuWft� Area (ftt or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) _Heat Cool - Gross N/P/S Heat Cod Gross N/P/S Heat Cod - 6 11 --"_-. tSU '�- Lf - 12C-Onw. _ 2A-2ov__._ _ 13A-2ocs _ 42C C 10C-v _.- _-..� O.001 .--0.350 0201 0r091 0.550 'n „,n„ n ne - ne "� 255 -__9,80 563 2 55 1540 _ 278 _®_9.59 4.00 rv_2'18 16.91 0 ___0 0 0 0 _ _-0 ___a 0 _0 0 - 0 _..__..__0 0 -0 0 _ 0 __a 0 -0� 0 0 0 0 0 � u __0 0 _-0 0 0- --0 0 0 �" -0 0 w lll��yVVV 2A-20v 2A-2ov 13A-2ocs 0.350 `0 350 0.201 ne; _ne: ne 980 _e9.80. 5.63 .,21.16 ,21.16 4.00 0 _0 0 0 -0 0 _0 0 '0 0 __.._.0 0 0. 0 __0 0 0 _0 0 W 0 0 0 !0 0 2A-2ov Y,_ 12C-0sw - �„_0090 350 1 ne se 9.80 255 2.16 - 218 __0 0 _,.,_0 0 0 -0 , 0 '___0 0 _'0 0 "0 _0 �- 0 o :��'0 l(V I --G 10C-v-._._._.._._ 0550 .se. a..15.40 5.63 980 ..,..,-8.61 4.00 19.17 us_._0 0 0 _­0 0 0 ...._„:e....0.w.__0 0 0 0 0 _.u..._.._.0 112 16 „ ,_:0 96 3 ___0 539 159 i.....�.„0 383 310 13A-2ocs 2A 2ov 0.201 0.350 se se ljJ �C 12C-0sw. 2A-2ov. 0 091 0 350 aw sw Y 55 9.80 238 10.70 _ 0 0 0 0 - 0 0 ' _0 0 _0 0 _0 0- ^'-`_0 0 _0 0 1110_.,-.,,,_l.__ 13A-2ocs 2A-2ov __0.600 0. 0.350350 _sw- sw sw _1610 . 9 9.8080 -17,40 4.0 10.70 -*-,',---0 0 0 ____0 0 0 .__0 0 0 :._,_0 0 0 __0 0 0 ._,,,__m`O 0' 0 .v.___ 0 0 0 ____�_-0 0 0 2A-2ov 2A-2ov _ 12O-0sw 0.350 0.350 �0 091 sw sw `rW- 9.80 9.80 -_-2.56 18.75 19.89 278 0 0 __.._.0 0 0 .».0 0 0 �0 0 0 "M'm"-0 0 0 vv0 0 0 0 0 0 0 0 0 0 ,__„ W CC-v' 0.550 _mv_ -15.40 5.63 -16.91 4.00 __.___0 0 0 0 _.0 0 ®0 0 _..�0 0 -0-0 0 0 '.--_.0 0 w 13A-2abs 0.201 my 2A 2ov 2A-2ov �,_,,,.� 12C-0sw_-_,„,,.,` 0.360 TO 360 _,�,0091 my _nw_ _W:. 10.08 10.08 a 255 21.31 ,�21.31 .,,_ 1:28 0 0 :_ ..-48.=....._98 0 0 0 �„_ 0 �._„122 0 0 __._� _02 0 0 'v, 4112 0 0 _,_ _;112 0 0 _ __ 285 0 0 _ Cam_ 16B-30ad,r 221i-tpl.„,„„.._.,�__.._..0989;„e___27:69 0 032 - 0.90 1.68 �' .„�,.0.00 - 54 _�'„'54 54 �,""®.�0,� 48 .0.__�..-.®0 ,.m 91 168 „'...�166u 168 14 151 e;`�"".'988 282 .^'"®_0 6 c)AED excursion _71: 91 Envelope loss/gain 171 141 1521 1211 12 a) Infiltration 0. 0 210 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0, 0, 0 Appliances/other 0 0 .Subtotal nines 6 to 13) 171 " 141 17311 1267 - Less external load _0 _ . , p _ _ _ _ 0 _ .__ _ p 14 Less transfer Redistribution Subtotal 0 0 171 0 0 141 0 0 1731 0 0 1267 15 Duct loads 20% 3221 34 . 46 20% 329% 347 409 Total mom load Air required (dm) 205 9 187 8 1 2079 87 1676 74 ,.J Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrilght aft 2016Jan-201600:43geniversa120515.0.18RSU08057 A ...arIQ265AGRLLot2Blkl3g-1l Lak modParIQ285AGRmp Calc=Hp8 Housefao s:SW Page wrightsoft- Right-M Worksheet Entire House DEL -AIR HEATING AND AIR 531 CODISCO WAY, SANFOM, FL 32771 Phone N D3T IO N ING Job: LOt2BIM39-11LakewoodPar... Date: NOVEMBER3,2010 By: DCS 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BR 3 14.0 R 8.0 it heat1cool 1.0 x 158.0 It 15&0 W KIT 0 it 10.0 it heat/cool 1.0 x 154.0 it 154.0 W Ty Construction number U-value (BtuhTtz*F) Or HTM (Btuhlft� Area or 'perimeter (ft) Load (Btuh) Area or perimeter (it) Load (Btuh) Heat I Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 71 t-712C-0sw N_� 2A-2w�„._____,._....._..1_0.350 13A-2ocs _ _ tOGv -, 2A-2ov 2A-2av_, 13A-2ocs 2A-2ov 12C-0sw _""'- 10C-v._......._.�_ 13A-2ocs 2A-2av _ 0.091 0201 '_ 0.550 0.350 -0850 0.201 0.350 "�--0 091 __.__„0550 0.201 0 350 n _d.: n se ne. ne nee ne ne 255" _..._9.80 563 15.40 9.80 -9.80 5.63 980 - 2.55 _.._1540 5.63 9.80 2,18 959 4.00 16.91 21.16 „_21Q.6 4.00 _21.16 Z18 -8.81 4.00 19.17 _ 0 �6 0 0 __0 0 0 'm`� 0 ._0 112 16 0 0 0 0 -0 0 0 -"-`0 _..„......_0 96 3 "'--0- 0 0�`0 0 0 0 0 0 0 _�0 0 -0 0 012C0sw 0 0 0 0 0 .�"'--o 0 0 -0 0 0 0 0, 0 0 """ 0 0 0 0 n0. 0 0 0 0 0 -.'-"0 0 0 _-LLIi W WWI F--iG IL----GG W -f UV"" �.G IN �f 0 0 0 _0 0 0 �`0 0 0 0 0 `.-'.- -0 539 159 _,0 0 0 � 0 383 310 se- _se, se 5e W . L-G IW _ I--ti C 1 60AW 2A-2ov 11J0 13A-20 3A-2ocs 2A-20v 2A-20v 12C-0sw v_ tOC-v-_.._.__w 13A-2ocs 2A-2ov 2A-20y �.,...-T- 12C_-0sw _._..___ 16B 30ad 224-[pl,;,.'�, . r._ 0.091 0.350 __,0 600 0.201 350 0. 0.350 0.350 -� 0 091 =_0550 0.201 0.360 0 360 _�0.091 0.032 „..-0.989 sw sw _sw_ sw sw sw sw urta .riw. . my my _ qw ,�_ - ,. '. 2 55 9.80 �16,80 5 .63 5.80 9.80 __ 9.80 � -2 55 _1540 5.63 10.08 10.08 �2 55 0 90 __27.69 218 10.70 _,_17.40 4.00 1.70 18.75 19.89 --fie--- ,_.._16.91 4.00 21.31 21.31 __.,. .1. _ __,.136 1.68 -0.00 -_0 0- ____0_0„_.___0 0 0 0 0 -0 _0 0 0 0 "_d 0 - {_._0 0 0- 0 0 0 ._-�-'.....� 0 0 6 0 ___„„__0 0 0 0 0 _ --o 0 „.„_ a 0 0 0 0 .,__-....,.•.._0 __0..�.e.0 -0 0 0 0 0 0 �i.".0 0 O 0 0 0 0_ _.--'-0 ...�,__0 0 0 0 0 0 0 0 ___0 0 0 0 0 .'�•-�0 -0 -0 -0 0 0 _. 0 __...:0 158 .14 0 0' 0 ,..0 142 y...®„398 0 0 0 _0 265 n�.m �.0 0 0 0 0 154 ..gip_154....0 0 0 ... 0 _..._.0 154 0 0 _�.. 0 _ 0 138 0 0 ,.o._-o._ 0 ._.___.�..0 259 "'0 ��0 158 „v. ��158, 6 c)AED excursion 103 -104 Envelope loss/gain - 1227 1062 138 155 12, a) Intiltmtion b) Room ventilation 210: 0 56 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 1200 Subtotal pines 6 to 13) 1437 ilia 138 1355 _ 74 151 _Less enteral load «, _. _ __ _ _ _ Less transfer Redistribution Subtotal Duct loads _ __ ._ 20a/o 32% -.0 0 0 1437 288 0 0 0 1118 361 2WA _ 32°/a 0 0 0 138 28 _ _ 0 0 0 1355 438 Total mom load - Air required (drn) 1725 .731 1479 661 166 7 1792 - 79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed A+wrighTSOft• PiOhtSuAe®Universa1201515.0.18RSU08057 2016Jao-2016:00:43 ...arIQ265AGRU-ot2Blkl39-71LakewoodPad0265AGPmp Calc=M18 Housefams:SW Page7 wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING AND AIR 531 CODISCO WAY, SANFORD, FL 32771 PCONDITI2O6 NING Job: Lot2BIk139-11 Lakewood Par... Date: NOVEMBER3,2010 By: DCS 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BRKFST 9.2 ft 10.0 ft heavcool 1.0 x 142.0 ft 142.0 W BATH 3 13.0 R 8.0 ft heat/cool 1.0 x 76.0 ft 76.0 ft' Ty Construction number U-value (BtulVWF) Or HTM (Btuh/ft= Area or 'perimeter (ft) Load - (Btuh) or perimeter perimeter (ft) (Stuh Heat I Cad Gross N/P/S Heat Cod Gross N/P/S Heat Cad 6 11 � m........... W l5U I- IL�G W V,V- _� l5V L---G 12C-05w _ -"� 2A 2w_._.-._.... __._. 13A-2ocs 12C-09w 10Cv. 2A-20V 2A 2ov- __ 13A-2oc5 2A-2ov µµ�_„� 12C-0sw 10C-v®._._..___..._ 13A-2acs 2A-2ov 12C-Osw - 2A 20V 13A-2ocs 24-2w 2A-2w 2A-2w -v��..�_ 12C-0s w 10GV- - 0.091 _.-_,_..0.201 0 201 - 0.091 0.550 0.350 0,360 0.201 J 0.350 00091 _.,__OS50 0.201 0.350 0 091 0,350 0,600 0.201 0.350 0.350 _._ 0350 0001 __0550 n.. ,._n_. n 7T ne ne one_ ne _e' ne9 s _se. se as LL sw 'sw -SW- sw sw sw sw ,. mN .rnV _. 255 .-.._9.80 5 63 'M 255 1540 9.80 �9.80 218 _,,,..0.59 4.00 2.18 16.91 21.16 -21.16 98 >.�_.__73 4 45 0 17 .0 "�m26 _.___.._._0 4 m 0 0 _,._.__0 ____ 65'w56 . 123 24 i- 72 0 163 -0--0-0-0 120 17 -- 62 0 353 0 ___e „...0 0 0 O 0 �i 0 0 ' _,..,-,-.„„0 0 --T -6 0 0 - p 0 0 ""-0 0 0 - p 0 0 5.63 80 255"2,18�"-0--'-_0 -15.40 5.63 9.80 255 9.80 -16 80 5.63 9.80 9.80 ._._ 9.80 255 -1540 4.00 21.16 -e8.81 4.00 19.17 -2.18 10.70 _.._.17.40 4.00 10.70 18.75 19.89 ®` 218 16.91 5 0 .__..�.,0 0 0 0 0 _.,--.0 0 0 0 0 -.-0 -0 5 0 -0 0 0 ---0 0 .-,. __0 0 0 0 0 -----0 -0 28 0 0--�--0_.�o-_-.-0 ._.._.__�„.0 0 .� 0 0 0 -_0 0 0 0 0 -.0 --0 20 0 _s_..-._0 0 _ 0 -6 0 _ __ 0 0 0 0 0 --- ­0 -0 56 0 :...:.,.__0 0 0 -_ 0 0 __0 0 0 0 0 54 -_.16 56 0 __,...._:_0 0 0 6 0 315 0 .-,�._.6,,._-0 0 __ 0 " o 0 0 0 0 �' 0 97 _____.243 224 0 0 0 -0 0 0 0 0 0 "4 "" 8 -266 tyV �L-----GGG -W -. . _0 0'm 0 0 0 �"` 38 _0 W ,C-„ ,� F..„_...._ 13A-2ocs 2A-2w 2A-2av 16B30ad 22A tpl.._,� _...,,„,„.__, .,0.089. 0.201 0.360 0360 �0091 0,032 __.._, rnx M m _ a - 5.63 10.08 1008 ' 255 0.90 "'27.69 4.00 21.31 21.3.1 -`;1:28.�_.__,0 �1.68 ____0.00 0 0 _ 0 142 .,�_742 0 0 0 _ -=O 142 w „._0 0 0 0 �_0 127 .�259 0 0 0 ,.„._ .-0 239 ..''„„.0 0 0 _ 0 �--0 76 '-'_„76 0 0 0 ---_ 0 76 ,'..19 0 0 0 . W..., 0 68 ._ .-„,360 0 0 0 ---_._..0 128 6 c)AED excursion .65_ 54 Envelope loss/gain' 867 801 1083 756 12 a) Infiltration b) Room ventilation 173 0 46 0 206 0 55 0 13 Imemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 .0 Subtotal Qines 6 to 13) 1030 847 1290 811 _ . 14 15 Less extemal load-- Less transfer Redisbibution Subtotal Duct loads 209/o 32o/a. _.0 0 0 1030 207 - 0 0 0 847 274 " 20% - 32A 0 00 0 1290 259 _ _ _ 0 0 811 262 Total mom load Air required (cfm) 1236 52 1121 50 1548 65 1073 48 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed 'Pl+ wrights-aft' RightSuite®Universa1201515.0.18RSU08057 2016Jao-2016:00:43 "5ffA...ark2265AGRU-02BIk139-11WkewoadPar1Q265AGRmp Galc=MIS Housefaces: SW Page wrightsoft2 Right-J®Worksheet Entire House DEL -AIR HEATING AND AIR 531 CODISCO WAY, SANFORD, FL 32771 PCONDITIONING Job: Lot2Blk139-11 Lakewood Par... Date: NOVEMBER 3, 2010 By: DCS 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Roan area BR 4 27.0 ft 8.0 It heal/cool 1.0 x 170.0 ft 170.0 ft2 Ty Construction number U-value (Btuh/1WF) Or HTM (Btuh/n') Area (ft5 or perimeter (ft) Load (Btuh) Area a perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 T -- 12C-0sw -- 2A 205_.___. 13A-2ocs 12G-0sw 10C-v 2A 2ov 2q-2ov -_ 13A-2ocs 2A-2ov 12G-Osw ` 40C-v.__.__.-.__ - A.091 ----0.350 0.201 OA91 0.550 0.350 0.350 0.201 0.350 `0.091 _0.550 n _n-, n_ ne - Ine ne _ne- ne ne '-se _.se'_ -2.55 ,. `.-9.80 5.63 255 1540 9.80 _9.80 5.63 - 9.80 255 _ 15.40 '� 2.18 ..„-._9.59 4.00 2:18 16.91 21.16 21,16 4.00 21.16 - 2.18 -8.81 - � - 0 ._.. 0 _ 0 -0 0 0 -- ---0 0 _ ____0 0 0 __„._ __0 0 --0 0 0 _ 0 494 159 0 _.__0 _ __0 0 --0 0 0 0 ,_-C W �(' I-(3 -0 0 0 _0 88 0 --0--' 0 IW L-C IW---- �--G -0,- 104 16 ----0 -...-0 351 343 _ - - 0 _t0 -- ltY I--G 13A-2ocs 2A-2ov 0.201 0.350 -0.091 se se 5.63 9.80 4.00 19.17 112 0 112 0 630 0 448 0 TJ 12C-0sw 2A-2ov .11J0-_____._-_ 13A-2ccs 2A-2ov ?A-20v 2A-20v 12COsw 10C-v_ _ 13A-20cs 2A-2av 2A-2ov t12C-0sw,- _ 129--to -22A-fp1 ,_ ._.. 0.350 __0,600 0.201 0.350 0.350 0.350 0,091 0.550 0.201 0.360 0.360 _ __ 0:091 _ 0,032 _ _.,,.0.989 !W sw _sw_ sw sw sw sw my _mv_ nn nw nx1008 . _. - __.- 255 '9.80 16.60 5.63 9.80 9.80 9.80 255 -75.40 5.63 10.08 �_.. 255_ 0.90 _:27:69 2.19 10.70 g17.40 4.00 10.70 18.75 _ _19.89 - 218 _:16.91 4.00 21.31 _21.31 .1:28 _0.00 0.00 _ "0 0 -__ -0 0 0 0 0 ._._-0 _-0 0 0 _ 0 0' 0 0 0 0 0 „___p 0 0 0 0 0 0 0 ' -- W IW_. �_ L-G �G - ,P _ __ C .F�� 0 0 0 0 -0--0 __0 --0 _..._-0 __0 0 0 _.. 0 _ 170 r __7.170 0 0 _ a. 0 170 '---27 0 0 0 0 _ _ 0 286 _ 0 152 -- --,748 6 c)AED excursion -42 Envelope loss/gain 2183 1385 12 a) Infiltration b) Roxn ventilation 405 0 108 0 13 Internal gains: Occupants Q 230 Appliances/other 0 0 0 Subtotal pines 6 to 13) 2588 1494 14 1151 Lessextemalload_ _ - Less transfer Redistribution Subtotal Duct loads 1 20% 3r% 1 _ 0 0 0 2588 519 0 0 0 1494 483 Total room load Air required(dm) I 3107 131 1976 a8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 40- wrlghts ft" RightSuite®Uniwml201515.0.18RSU08057 2016Jan-2016:00:43 A' A...arI0.265AGRLLot2BIk139-ll Lekew dPaW265AGRmp Calo=NUB Houselaws:SW Page Duct System Summary Job: Lot281k139-11 Lakewood... wrightsoft® Date: NOVEMBER 3, 2010 Entire House By: DCS DEL -AIR HEATING AND AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407333-2665 Project• • For: ADAMS HOMES MELBOURNE External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.174 in/100ft 1160 cfm. 138 Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.174 in/100ft 1160 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH2 .h 205 9 8 0.329 4.0 Ox0 VIFx 3.0 70.0 BATHS h 1548 65 48 0.228 5.0 Ox0 VIFx 20.4 85.0 SO BR2. h 2079 87 74 0.309 6.0 Ox0 VIFx 7.6 70.0 BR3 h 1725 73 66 0.234 6.0 Ox0 VIFx 17.5 85.0 Sit BR4 h 3107 131 88 0.217 6.0 Ox0 VIFx 25.4 85.0 st1 BRKFST h 1236 52 50 0.231 6.0 Ox0 VIFx 19.0 85.0 st1 ON c 2402 76 106 0.300 6.0 Ox0 VIFx 10.0 70.0 FAM c 4774 161 211 0.226 8.0 Ox0 VIFx 21.2 85.0 st2 Kn c 1792 7 79 0.322 6.0 Ox0 VIFx 4.5 70.0 LN h 4389 185 160 0.201 7.0 Ox0 VIFx 34.3 85.0 st2 M BATH h 1361 57 50 0.179 5.0 Ox0 VIFx 34.0 100.0 st3 MBR h 4731 199 148 0.174 8.0 Ox0 VIFx 38.3 100.0 st3 UTIL c 1105 23 49 0.328 4.0 Ox0 VIFx 3.2 70.0 WC c 52 1 2 0.216 4.0 Ox0 VIFx 26.0 85.0 st2 WIC h 782 33 18 0.176 4.0 OxO VIFx 36.1 100.0 st3 WIC c 72 2 3 0.182 4.0 Ox0 VIFx 32.0 100.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 291 219 0.174 659 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 637 592 0.174 596 14.0 0 x 0 VinlFlx Sit PeakAVF 321 .250 0.217_ 588 10.0 0 x 0 VinlFlx 45 wrightsoft• MghlSuiteOUniwrsa1201515.0.16RSU08057 Page 2016-Jan-2016:00 age11 ACCA _arIP265AGRLLot2BIM39-11 LakewootlParIQ265AGRrup CaIc=MJB House hoas:SW Return Branch Detail Table Name Grill Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (n) Duct Matl Trunk rb1 Ox0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft• Rights.I"Un"=t201515.0.18RSU08057 2016Jan-201 Page Paget 2 +CA...ar10.265AGRLLot2BIM3&11LakewooEPar10265AGRrup CaIc=MJB HousehmzSW RECEF-� JAN 2 8 2016 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Adams Homes) PROPERTY ADDRESS: 5904 Shannon Dr Fort Pierce, FL34951 LOT: 2 BLOCK: 139 SUBDIVISION: Lakewood Park PROPERTY ID #: 1301-613-0051-000-1 PERMIT #: 56-S F-1 653431 APPLICATION #:AP1219755 DATE PAID: FEE PAID: RECEIPT #• DOCUMENT #: PR1002198 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND T [ 1,050 1 GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps D [ 500 ] SQUARE FEET R [ ] SQUARE FEET A TYPE SYSTEM: [ ] I CONFIGURATION: [x] N F LOCATION OF BENCHMARK: STANDARD TRENCH SYSTEM SYSTEM [ ] FILLED (X] MOUND [ ] BED [ ] site BM red X (o)crown of rd elev10.00 I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D I 0 T H E R [ 3.00 1 [1 INCHES FP ][ABOVE BELOW BENCHMARK/REFERENCE POINT [ 11.00][ INCHES FP ][ABOVE BELOW] BENCHMARK/REFERENCE POINT i LJG.VUJ +Mv nao snt:eavxl'iV1V i WU1t W; L UD.UUJ 1NUHGtl The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(0, FAC. SPECIFICATIONS BY: Brian Davis TITLE: Master Septic Tank APPROVED BY: / — TITLE: Environmental Specialist I Brian J InP= DATE ISSUED: 01/26/2016 EXPIRATION DH 4016, 08109 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC v 1.1.4 AP1219755 SE982307 Page 1 of 3 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days.from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: PERMIT#:56-SF-1653431 BILL DOC#:56-BID-3006612 CONSTRUCTION APPLICATION#: AP1219755 RECEIVED FROM: Brian Davis Septic & Backhoe Services AMOUNT PAID: $ 400.00 PAYMENT FORM: CHECK 3133 PAYMENT DATE: 01/12/2016 MAIL TO: (Adams Homes) FACILITY NAME: PROPERTY LOCATION: 5904 Shannon or Fort Pierce, FL 34951 Lot: 2 Block: 139 Property ID: 1301-613-0051-000-1 EXPLANATION or DESCRIPTION: QUANTITY -1 - OSTDS Construction Application and Plan Review,New 1 $ 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 145 - OSTDS Construction Pert Based - Relnspection 1 $ -1 - Surcharge (All) 1 $ -1 - OSTDS New Permit Surcharge 1 $ 127 - OSTDS Construction System Inspection 1 $ 128 - OSTDS Construction System Inspection Research Fee 1 $ RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-2875668 FEE 100.00 55.00 50.00 15.00 100.00 75.00 5.00 1FIE 4n STATE OF FLORIDA F S DEPARTMENT OF HEALTH Wf ONSITE SEWAGE TREATMENT AND DISPOSAL / SYSTEM '=` ✓ APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [X ] New System [ ] Existing System [ ] Holding Tank [ ] Repair [ ] Abandonment [ ] Temporary S, PERMIT NO. DATE PAID: CIG 31?J" FEE PAID: RECEIPT #: [ ] Innovative C ] APPLICANT: Adams Homes AGENT: Brian Davis Septic & Backhoe Services TELEPHONE: 772.571.8200 MAILING ADDRESS: P.O Box 99, Fellsmere, FL 32948 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 2 BLOCK: 139 SUBDIVISION: Lakewood Park Unit 11 PLATTED: PROPERTY ID #: 1301-613-0051-000-1 ZONING: R PROPERTY SIZE: 0.23 ACRES WATER SUPPLY: [ PR TE IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N PROPERTY ADDRESS: 5904 Shannon Dr, FL 34951 I/M OR EQUIVALENT: [ Y / 6 PUBLIC [ ]<=2000GPD [ 1>2000G D DISTANCE TO SEWER: FT DIRECTIONS TO PROPERTY: Turn L on 69th St,Turn R on US Highway 1,Turn Slight R on Turnpike Feeder Rd,Turn R on Winter Garden Pkwy,Turn Slight R on Deleon Ave,Turn Sharp Ave,5904 Shannon Dr is on the Left BUILDING INFORMATION [ Xj RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sgft Table 1, Chapter 64E-6, FAC 1 2 3 4 House [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: —__ _ \�.. DATE: i DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND -DISPOSAL -SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS PERMIT #. APPLICANT: A 0 A M�J HAGENT: b(- t ',qn -D,4(/ LOT: BL{OZEC C: SUBDIVISION: PROPERTY ID / #: l!% (-413 VCV5 I -0co - (-[Section/Township/Peel No. ox Tax ID F]umber] TO RE -COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE, OR OTHER QUALIFIED -PERSON. ENGINUSERS MOST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SDRMIT'r'AL. COMPLETE ALL ITEMS. R 3 /-o Ti I-,05 d(Lo,/= PROPERTY SIZE CONFORMS TO SITE PLAN: JiX] YES C I NO NET USABLELAWA AVAILABLE: MA.o-p 'r'�ACRE9 TOTAL ESTITED SEWAGE FLOW, //00 GALLONS PER DAY 1/OTHER-TABLE2] N AUTHORIZED -SEWAGE FLOWGALLONS PER DAY I 0 OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE; 7 9v SQFT UNOBSTRUCTED AREA REQUIRED: '7 S O SQFT BENCHMARK/REFERENCE POINT LOCATION: S.t /3� i lzr�( � ` � or iC'C-- PO4� elYeU AbUJ ELEVATION OF PROPOSED SYSTEM SITE IS J /FT] L OVE Wl BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK CH CAN BE MAINTAINED FROM TEE PROPOSED SYSTEM TO THE FOLLOWING FRATpgES SURFACE WATER: DITCHES. /S�LT.RS.: / L FT NORMALLY WET? I I YES '[ '/IJ�,('"ENO WELLS: PUBLIC: FT L"4'ITED USE: �L� \ FT PRIVATE:�_FT NON -POTABLE: /l BUILDING FOUNDATIONS: FT PROPERTY LINES:_�0 POTABLE WATER LINES: y -FT SITE SUBJECT TO FREQUENT FLOODING: [ ] y/E\S [%] NO 10 YEAR FLOODING? �Jrp ] YES � NO 10 YEAR FLOOD ELEVATION FOR SITE: i� - FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD VL.L•J1�liV1Y TEXTURE S USDA SOIL SERIES: DEPTH �uiL rccvr-.wr: MUNSELL il:/CO: USDA SOIL SERIES: TEXTURE C, OBSERVED WATER TABLE: 2 V INCHES [ABOVE / LOW EXISTING GRADE. TYPE: CHED / P ] ESTIMATED WET SEASON WATER TABLE ELEVATION: ZS \ INCHES ABOVE / LO I EXISTING HIGH WATER TABLE VEGETATION' [ ] YES [�NO MOTTLING: •[lYES [ ] NO DEPTH:_ZO INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: ":5 DEPTH OF EXCAVATION: U-) INCHES DRAINFIE•T.D CONFIGURATION: Ul�- TRENCH [ ] QED [ ] OTHER (SPECIFY) RErmRXc /annTmrrnaaT. MTTERTA - �7 /'/ � A'l- /1 ri-.l S l -L (A/I./A -, �J O 't (- t� 5 C' / SITE EVALUATED BY: /3 q 0 quC) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 Pr6perty Card Page 1 of i Site Address:5904 Parcel ID: 1301-613-005 1- Account#:3163 Sec/Town/Range: SHANNON DR 000-1 12/34S/39E Map ID: 13/12N Zoning: RS-4 Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Adams Homes of Northwest FI LAKEWOOD PARK -UNIT I I- BLK 139 LOT 2 (MAP - 3000 Gulf Breeze Parkway 13/12N) (OR 2284-2101) Gulf Breeze, FL 32563 Current Values Historical Values 3-year Just/Market: $5,300 Assessed: $4,961 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $4,961 2015 $5,300 $4,961 $0. $4,961 2014 $4,800 $4,510 $0 $4,510 2013 $4,100 $49100 $0 $4,100 Sale History Date Book/Page Sale Code Deed Grantor Price 06-16-2005 2284/2101 00 WD Ehrman,MarilynB $18,000 04-27-2005 2233 / 0442 01 PB Baker (EST),Evelyn F $0 01-01-1900 $0 Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Yew: 2014 Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A°/o Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Type Image Total Areas Finished/UnderAir 0 til(eE•CI1 (SF): ulla vallable Gross Area (SF): 0 for display Land Size (acres): 0.23 Land Size (SF): 10,043 Total Building Count: 1 Special Features and Yard Items Qty Units Year Bit This information is believed to be correct at this time but it is subject to change and is not warranted. -® Copyright 2016 Saint Lucie County Property Appraiser. All rights reserved. ittp://www.paslc.org/RFCard/ 1/11/2016 It ��414- C�cv) coca �--\ 1 C- 56-5F_/G53 y31 STATE OF FLORIDA PERMfrAPPLICATION TO CONSTRUCT, REPAIR, MODIFY, ORABANDON A WELL PermlN.. 5- --> s lI S -•`- '�"T5{6'' '"'-'¢•�r UNorthwesl p�quraFLlIdCA9LE F1ELoa Ileabe) PFlcomridlatSlrdr:GIueU°lOs%Z u,ed!Sae Afacbedl'St. Johns River E (((' (.�•-..'.-�. - -.. -�f rSoulhFlorida er Pra •�zcrcmww,:e+aycru re-4 c-,yp.y:or arye5n s 629240uxN°. ODEP __OelireaEonN¢ CUPMUPApprcation No. 0Delegated Authority (If Applicable) l c Put , F: �r����(t �g,a4pla Co TmR A( 'CiI ^21P 'Telephone Number it �11nh L/ . .Well LL�oahon Address, Road Name oor Number, Cl 3. 1 JC) -'�O� -]' 1. A l�S —.^ 1 �—L— —`-� �I4 ra Le lu ND_{rIN)arA[lzmate ey {Cede_One)— DI Black Unit -Section or Land Grant onnship ••�sRRa+�nnggr}e���-70Coynry Subdivision Chadcif6ZS24: Yes No 9. Walter Herndon t5U 772 57'I-0324 >,vherndonwellsinc@aol.com 'Koran Wel Contractor 'License Number ?elephane Number E-mal Address 134 Keystone Dr Sebastioan FL 32958 water Well Cenbacbrs Address C:N Sae ZIP Z'TypeofWork Construction Repair Ivlodlfitativn AbandanmenL 6.'Numberof Proposed Wells 1 _'a�.•wara<aaxa,r, n_yaoyq craemre:nme,I 9. -Specify Intended Use(e) of Well(sy A D 0 rs Domestic _Landsape initiation Agricultural Irrigation Site Investigation 1l1!J _Balled war=-rSupply _-ReCreatign Arealfrigaft _Livestock —Monitoring LI PublicWaler Supply (Limited Use1DOH) _Nursery litigation _Test _ PublicWaler Suppiy(Communtly or Non-Communiry/DEP=n )"n"a"nduslrial Eadh-Coupled Geothermal _Class! Injection _Golf Courselnigation _HVAC Supply JAN 2 6 2( _FiVAC Return Class V Injection: —Recharge _Commercialllndusbial Disposal Aquifer Storage o d Rewvery_Drainage Remediatim: _RE -ovary _AirSparge Olherieera_xel_ 1 onto r•...L.r.. 11- -rvca{�ryF°s¢no�artremuv>30ra6irsa �erern9a 10: Distance from Septic System ifs20nj„rJ-_ti. FaaGw s.:aption 1 ENVIRUNIVIENTAL � 12 Estimated Start Data i3: Eslhnaled'Nel Depth _LLh- jE�s Imalatl Casing Depth bit, 'Primary Casing Diamalerin. Open Hale: FromTo fL 14. Estimated Screen Inlelval: Form ofolm—ft 15. Primarycasing Material: _Black SleM Galvanized _PVC Stainless Steel —NotCased Other. 70. Semndary Casing: Tetscope Casing __Liner Surface Casing Diameler_in. ,7. Secondary Casing Malarial: _BfacFSteet Galvanized PVC Stainless Steel 1d.•Melho(I of Construction, Repair, orAbanddnment _Auger able Tool _Jeffad _Ro_Or thethetan, _Sonic _Combmadion(Two or hiore fdethods) _Hand Driven 'Weil Point, Sand Point) _Hydrauric PeinI(Direcl Push) _Ho:izonlal Driling _PluggedbyAppmved Nlelhod _plherlb,wZ.I 19. Proposed Grouting Interval forlhe Primary, Secondary and Additional Casing: From To_Seal Material=ecntontds Neal Cement Olher- } From To_Seal Materiel (_Bendonite Neal Cement Other } From_Tc_seal Material (_Benbnite_Neat Cement Other 1 Fro =To__Seal Material r eentonite Neat Cement Other } 20. lndralatelal numbarofezisting wellson site Ustnumberafexlslingunusedwellson site_ 2 is Is Ihissvel orerryexistinglvell ov:2Lnvilhdmvralon theouner's ran5guolrs propertycovered undera ConsumptivelV�ralerUse Pennii (CUPM"JP) grCDPMJUPAppliatian? Yes ✓No Ifyes,complatelhefo!lovr'ng:CUP;I6NPNo. DisbiclWell IDNo. 2. Latitude Longihlde 23. Data Obtained From; CPS tiap _Survey Datum- NAD27 NAD 83 WGS 54 Fe? Rece.—md THIS PE .Irr D-PFamr62-5n_QN(t) Ipwpozlzd'a --- Issee cal= / L� 6�/� Er:raeon o-�h7 Zb 17 - HydmOcs[Appm:2i - r:s Faa'pLNo. ra,�rye Iel'P.NA.U-1HOR12FD OFFMER OR,E'AVD ORDELEGK, AITir.OR:71: ZiE SNSALLCONSTRULi.CN, REP:s'R L,�Du•:CA70N. GR.+n^F.'^..ONFcc�>= ACDV�IES FAC', Elective Oala Oclobr 7.2gt0 Page, Or2 ID Dept DIVISION S'd // / itin IIAAA Unnulau Ialmne o,_I �. -I RELsurrlb 7Pelo vJues are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 89781034 - Lot 2 Lakewood Park MiTek USA, Inc. Site Information: 776�904 Parke sEast �Blvd. • Customer Info: Adams Homes - Melbourne Project Name: Lot 2 Lakewood Park 226O Car/A61 Mod'el: 2265 2-car/A Lot/Block: Lot 2 Subdivision: Lakewood Park Address: 5904 Shannon Drive City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License A Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 150 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 41 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date J No. Seal* Truss Name Date 1 IT7836103 JA 1/4/016 118 IT7836120 I C5V 1/4/016 12 IT7836104 IA1 1114/016 119 1T7836121 ID7 11/4/016 I 13IT7836105 IA3 11/4/016 120 IT7836122 ID9 11/4/016 I I4 IT7836106 IA5 401 2 83 ID I1/4/016 I I 636107 167 1/4/016 2 T861245 131 I1/4/016 1 I6 IT7836108 IB9 11/4/016 123 1T7635125 ID15 11/4/016 1 7 IT7836109 IB11 11/4/016 124 T7836126 D17 11/4/016 I 8 IT7836110 IB13 11/4/016 125 IT7836127 ID19 11/4/016 I 19 IT7836111 IB15 11/4/016 126 IT7836128 ID21 11/4l016 110 IT7836112 IB17 11/4/016 I27 IT7836129 IE3 11/4/016 I I11 IT7836113 IB19 11/4/016 128 IT7836130 IE7 11/4/016 I I12 T7836114 1T7836115 621 11/4/016 129 1T7836131 IE7V 11/4/016 113 C1 11/4/016 130 T7836132 IFG 1/41016 114 T7836116 IC1V 11/4l016 31 T7836133 G 11/4/016 115 IT7836117 C3 11/4/016 I32 IT7836134 G1 1/4/016 I 116 IT7836118 IC3V 1IM/016 133 IT7836135 IG7 11/4/016 117 IT7836119 IC5 11/4/016 134 IT7836136 IG9 11/4/016 I The truss above have been ared by MiTek lunder ponthe Sa A Industries, Inc. my direct super -vision on based p parameters by ProBuild East (Plant City, FL). %% 0 ........ . �\r, E N 5�.9� provided Truss Design Engineer's Name: Albani, Thomas `�.`��� 0 My license renewal date for the state of Florida is February 28, 2017. — IMPORTANT NOTE: Truss Engineer's responsibility is solely for design individual design :9 of trusses based upon parameters shown : O on referenced truss drawings. Parameters have not been verifiedas appropriatefor nnotobeen eparinon for filepre only and has used in pron gecified designs Suitability of truss designs for any particular building is the Thomas P Nogpp responsibility of the building designer, not the Truss Engineer, Mr4Ru perANSIITPI-1, Chapter 2. Ta oDae: ait. to u Albani,Thomas loft RE: 89781034 - Lot 2 Lakewood Park Site Information: Customer Info: Adams Homes - Melbourne Project Name: Lot 2 Lakewood Park 2265 2-Car/A Model: 2265 2-car/A Lot/Block: Lot 2 Subdivision: Lakewood Park Address: 5904 Shannon Drive City: Fort Pierce State: FL 2 of 2 Job Truss Truss Type Oty ply Lot 2 LakmoW Park T78]BID] 8979103d A PIGGYBACK BASE TRUSS d 1 Job Reference(optional) 1.5x8 STP = 3x6 = 6s Sri = 6.o0 12 6 5 265 5x6 = 29 30 16 15 3a= 8 3z4 = fix8 = aep<n<ma vX2LgyRJebka Mona IO:6gDI0H2OVegiNkl sxoNamryuULB-mvX2LgyRJzAbkaw 2Sa-0 I 31-512 3]b9 f 42.7-8 -7-a 4-8-0 59.12 &10.13 52-15 5x6 = 7 Sx8 e 27 31 14 1332 33 12 31 3x8 = 3x4 = Srale=1:85.1 2.4 /i 9 _ 28 d 1.5x8 STP = 0 11 1 am �1,tso nas I zaea 34-3-0 az->a Plate Offsets (X.Y)- 12:0-2-12 0-"1 14:0-3-0D3-01 16103-0 0-2-01 FTO-30 0.2-07 I80-3-00.3-01 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.2718-21 >386 240 MT20 2441190 TCDL. 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.4512-14 1894 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.65 Horz(TL) 0.09 10 n/a n1a BCDL 10.0 Code FBC2014/TP12007 (Maldx-M) Weight: 23716 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 cc Pontine. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or4-2-12 cc bracing. 4-18: 2x4 SP No.3 WEBS 1 Row at midpl 5-17, 6-16, 8-14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required = as bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS. (lb/size) 2=445/0-8-0, 18=1689/0-3 0,10-1438/&7-8 Max Hom 2=386(LC 8) Max Uplif:2=533(LC 10), 18=-962(LC 10), 10=-817(LC 10) Max Grav 2=450(LC 19), 18=1809(LC 15), 10=1506(LC 16) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-25=-361/419, 3-25=291/432, 34=261/403, 4-26=216/453, 5-26=1721457, 55=-154711296, 6-7=1436/1234, 7-8=165311271, 8-27=228611536. 9-27=2406/1521, 9-28=-2553/1638, 10-28=-2646/1619 BOT CHORD 2-18=295/193, 17-18=-1673/756, 4-17=-332/295, 17-29=-675/1391, 29-30=675/1391, 1&30=-675/1391, 15-16=500/1336, 15-31=-500/1336,14-31=500/1336, 13.14=-964/1838, 1332=964/1838, 32-33=964/1838, 12-33=-964/1838, WEBS 8= 306. 5-12=186511809, 5-16 01267, &14=-91/393, 7-14=236/437, A. q4 3-1730 2 ♦♦♦♦♦O�1PS• NOTES- NO 39380. 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=150mph (3-second gust) Vasd=116mph; TCDL=5.OpsF BCDL=5.Opsf; h=3Oft; B=45ft; L=50ft; eave=5ft; Cat. II; S Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 33-0. Intenor(1) 33-0 to 13-11-2, Extenor(2) 13-11-2 to C 32-8-14, Interior(1) 32-8-14 to 39-0-0zone; porch left exposed;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. '^ . • E 4) This truss has been designed for a 10.0 psi bottom chord live load noncencument 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 BCOL=10.Opsf. �j,(�` 0 R \ Q.•• �� ♦♦♦ ♦ s 6) Providemechanical capable of withstanding 100,lb,uplift al cal connection (by others) of truss to bearing except 2=533. �'Q/0 N Al S 9naplate joint(s) Qt=ib) ,�?♦♦♦ 7) •Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Thomas A. NbanI PE No.39380 Mlfek USA Inc. R. Carl 6634 69D4 Parke East Blvd. Tampa FL33610 Data. Job Truss Truss Type Oly Ply Lol 2 Lakewood Pack Tre]6104 89781034 Al PIGGYBACK BASE TRUSS 1 1 Job Relonercalonfloran 11I -4-09 B �8- _ I I'5x8 STP = 6 y1 2 64 d 17 3� II 6.00 12 44 i 4 5�= 64= 6 6 26 29 15 30 14 31 13 3x4 = 34 = 3x8 = aeyua[ammX2LyRJs e,a.manfanw NklszoNamzyuULB-mvX2LgyRJrA6kawxuK tAmB( f1-S12 370.9 42-7-e 5412 510.13 52-15 32 12 11 3x8 = 3x4 = 2x4 /i 8 1.5xe STP = 3x6 = Scale=1:85.1 Plate Offsets (X.Y)- 130-6-0.0.3.41.150.3.0 0-2-0I 16:0-3-00-2-0I 170-3-0 03.01 LOADING(psf) SPACING- 2-M CSI. DEFL. In (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.74 Vert(LL) 0.2017-20 >464 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0A61IA3 >913 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Inrr YES WB 0.73 HOR(TL) 0.11 9 Na rile BCDL 10.0 Cade FBC2014rTP12007 (Mainz-M) Weight: 230 lb FT=20% LUMBER. BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-&11 oc purlins. BOTCHORD 2x4 SP No.2 •Except' BOT CHORD Rigid wiling directly applied or4.0.7 oc bracing. 3-17: 2x4 SP No.3 - WEBS 1 Row at midpt 4-16. 7-13 WEBS 2x4 SP No.3 Mi recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2=401/0-8-0, 17=1704/0-3.8, 9=1467/0.7-8 Max Horz 2=-386(LC 8) Max Uplift2=477(LC 10). 17=976(LC 10). 9=824(LC 10) Max Gmv 2=405(LC 19), 17=1823(LC 15), 9=1529(LC 16) FORCES. gb)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOPCHORD 2-24=318/402,3-24=-297/439.3-25=254/340,4.25=196Y344,4-5=1679/1323, 55=1488/1251,6-7=-1711/1290,7-26=2334/1555,.8-26=2454/1540,8-27=2601/1656. 9-27=2694/1638 BOT CHORD 16-17=18441974, 3-16=482/442, 16-28=-722/1547, 28-29=722/1547, 15-29=722/1547, 1530=525/1416, 4430=525/1416, 14-31=525/1416, 13-31 =-525/141 6, 13 6, 9-11=-1269/2336 2018/1888, 1172/321, , „'�1 62 -15=43/280, 586, 5.13 WEBS 4-16=2018/979,4-15=-43Y200,8.15=172/321, 5-13=76/864, 6-13=-250/473, 7-13=-724/582, 7-11=-125/450, 8-11=327/327 `�\�```�1r• /♦♦ %O' S' A ♦ P A ♦I NOTES- .��: V�GE NS`(�•g2/'♦� 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul"50mph (3second gust) Vasd=116mph; TCDL=5.Opsh BCDL=5.OpsF h=30ft, B=45ft; L=5011; eave=5fl; Cat. 11; Z No '39380. Exp C; Encl., GCpl=0A 8; MWFRS (directional) and C-C Extedar(2) -1-4-0 to 3A-0, Intedor(1) 3-8-0 to 13-11-2, Exlerior(2) 13-11.2 to 32-8-14, Interior(1) 32-8-14 to 39-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber _ DOL=1.60plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. �� A E _ 5) This Wss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads. •_ �� 6)- This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-"wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. ♦j♦(�s •:0 jj\�.••��`�` 7)Provide truss to bearing ♦♦♦♦s/ONA mechanical connection (by others) of plate capable of withstanding 1001b uplift at joim(s)except Qt=lb)2=477, 179 ,S..�\%, 8)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albanl PE N0.39380 MRek USA, Inc. ft Cert 6634 6904 Parke Past Blvd. Tampa R.33610 Data: Job Truss Truss Type pry Ply Lot 2 Lakexaod Park T 838105 09]Bta34 q3 PIGGYBACK ME TRUSS 1 1 , Ob eren do ..___.._ ___.. . _... _..,...___ ......, e.,w ae e.--......ee•e.—, e.w M... gee,., m.,:aa 20;6 .eve 1 I0:6gDIOH2OVegl NklmoNemryuULBiHfo1W hgaOJ_WKOIOLFBGWkAlmypcs7M7xdlzynOs r149 ]-2-4 1 1b104i 21-Q-0 258.0 31-512 37-0-9 42-]-e 1 �1Lo ]-2-4 6E-2 ]-1-10 4-8-0 1112 510.13 52-15 1-48 Seals = 185.1 54 = 5x6 = 8.00 12 5 6 54 4x6 7 4 25 Gxl2 MT2OH8 i 2x4 8 3 26 1:5x0 STP = 24 1.5x85TP IV 9 1 6 10 R, 1 2 5x6 = 15 27 14 2a 13 29 12 30 11 In set = 4x12 = 3x3 4x12 = 3x4 = 3x6 = 17 34 = 34 II 6.1oe a 14 aa-s 10-z.] - B-7a e-ae Plate Offsets IX Y)— 15,D-3-0 0-2-01 I6,0-3-00-2-01 ITO-3-0 0-3-01 LOADING (psq SPACING- 2-0-0 CSI. DEFL. In (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.88 Ven(LL) -0.36 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Ven(TL) -0.7113-15 -602 180 MT20HS 187/143 BCLL 0.0 Rep Suess In" YES WB 0.77 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 230 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stmqural wood sheathing directly applied. BOTCHORD 2x4 SP No.2•Except• BOTCHORD Rigid calling directly applied or 4-2-1 oc bracing. 3-17: 2x4 SP No.3, 14-10,12-14: 2x4 SP No.t WEBS 1 Row at midpt 4-16. 7-13 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer lastallation aulde. REACTIONS. (lb/size) 2=370/05-0, 17=1697/0-35; 9=1506/0-7-8 Max Harz 2=386(1_13 8) Max Uplift2=A29(LC 10), 17=973(LC 10), 9=841(LC 10) Max Grav 2=372(LC 19), 17=1783(LC 15), 9=1563(LC 16) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-24=335/d87, 3-24=312/416, 3-0=274/301, 4-5=1865/1450, 5-6=1560n290, 6-7=1791/1333,7-25=-2400/1601,8-25=2520/1566, 6-26=-2667/1702, 9-26=276011683 BOTCHORD 16-17=-1800/986, 3-16=471/424, 15-16=540/1778, 15-27=583/1512, 14-27=583/1512, 14-28=583/1512, 13-28=583/1512,13-29=1022/1951, 12-29=-1022/1951, 12-30=-1022/1951, 11-30=-1022/1951, 9-11=1310/2395 WEBS 4.16=-2142/1091,4-15=125/343,5-15=-260/434, 5-13=-62/375, 6-13=-277/525, 7-13=716/585, 7-11=1271436, 8-11=-326/325 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph(TCDL=S.Opsf; BCDL=5.Opsf; h=30ft; B=4511; L=50ft; eave=511; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) -1-4.0 to 3-8-0, Inlenor(1) 35-0 to 13-8-15, Exterior(2) 13-8-15 to 32-8-14, Intedor(1) 32-8-14 to 39-M zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; 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 fora 10.0 psf bottom chord live load nonconctmant 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, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 100 lb uplift at joint(s) except Bt=lb) 2=429, 17=973, 9=84L- - -- - - 8) "Semi -rigid pitchbroaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. ``,,o.tPS I IAI II OOGEN No 39- ;OR1N '0NA1- Thongs A. Albanl PE No.39380 M1Tek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL33610 Date: January 4,2016 ®WARNING- Verily, design parameters and READ NOTES ON THIS AND INCWDEO MITEK REFERANCE PAGE WP7473 rev.1M M15 BEFORE USE • Design valid for use only with Weld) contractors. Ti design rs based only upon parameters shown, and Is for an individual bending component, not a Mrss system. Befae me. the bui!du,g designer must ver"e.1,kabBly of deslgn papmetns and propery tncomomte this ded nInto the overall bWdingdeslgn.shooingindtotedistoprevenlbecHingofB dualtswweband/achordmembenonty. Addtbnoltempa crdpermanenldacNg _ We[( b oWaye required to stability and to aevent collapse with pessUe personct lniwy and property damage. Forgeneralgodoncenegadng the fabication. storage. deliver, erection and bating of trusses and This systems. see ANSI91`I1 Quarry CMeda,DSO.89 and BCSI BuOdng Component 69M Parke East BIM. Safety InformWton available kom Tun Rate ImthAe. 218 N. Lee Street. Sete 312 AlexondM. VA 22314. Tampa. FL 33618 Job Truss Tmss Type 0ty Ply Lot 2 Lakewood Pan 836106 897810N AS 11M-ss ACH 845E TRD$$ 1 1 Job efere (, band) r,aaaea =as,, r,am cm.r rive 63_0 7L12 S8= 6.00 12 54 5 6 1.Sxe STP = 7 1 2 0x4 = 15 5x6 = 18 34 = 3x8 II 15 14 28 13 12 28 30 11 3.8 = 3x4 = 3x8 = 4x12 = 14 = BRIeSQd4E1 2x4 8 2� V less STP = 9 10 1 I 3x5 = LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. In (lot) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 VerhLL) -0.21 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Ved(TL) -0.5711-13 >773 180 BCLL 0.0 Rep Stress Inu YES WB 0.97 Horz(rQ 0.11 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 2381b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 •Except' BOT CHORD Rigid ceiling directly applied or 4-2-3 oc bracing. 3-18: 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 5-13, 7-13 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during Was erection, in accordance with Stabilizer stall t on guide, REACTIONS. (Ib/size) 2=320/0-8-0, 18=1709/0.34B,9=1543/0-7-8 Max Harz 2=386(LC 8) Max UpliR2=-377(LC 10). 18=-969(LC 10). 9=-860(LC 10) Max Gmv2=324(LC 19). 18=1756(LC 15), 9=1562(LC 16) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-25=-347/406, 3-25=324/433, 34=2141/1406, 4-5=177911340, 5-0=1542/1336, 6-7=1806/1384, 7-26=-2412/1643, 8-26=2532/1628, 8-27=2678/1744, 9.27=2771/1725 BOTCHORD 17-18=-1771/996,3-17=1711/1026,15-16=960/1938, 1&15=960/1938, 14-28=-627/1569,13-28=-627/1569, 13-29=-1064/1996, 12-29=1064/1996, 12-30=-1064/1996, 11-30=-1064/1996,9-11=-1347/2404 WEBS 3-16=-88311734, 4-14=450/403, &14=1721390, 5.13=1391260, 6-13=299/522, 8-11=323/325 111111111 11 1jfe.. 7-13=738/580, 7-11=119/470, `-I`t,PS A. A NOTES-) U balanced roof live loads have been Considered for this design. ` ` wI VAC E N ,9'-. [ram 0 ,,��� •.10 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=30ft; B=45fl; L=5011; eave=5ft; Cat. II; ` Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-14-0 to 3-8-0, Interior(l) 3-8-0to 13-8-11, EMedor(2) 13-8-11 to NO 3938Q.. 32-8-14, Interior(1) 32-8-14 to 39-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. -O ; 4) This truss has been designed for a 10.0 par bottom chard live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on me bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will E 6t between the bottom chord and any other members, with BCDL = I O.Opsf, v = �% 6) Provide mechanical Connection (by others) of truss to beating plate capable of withstanding 1001to uplift at joints) except Ql=11b)2=377, 18=969,9=860. lS• .O jjlQ.'�\`% I� S .. 7)"Sem1-rigid flood!flood!heels" Member fixity In the design truss. �J'14`� ONA1-%I1..`%� pitchbreaks with end model was used analysis and of this /1111111111 Thomas A. Albani PE N0.39380 Mlrek UK Inc. FL Der[ 66M 6904 Parke East IftA Tampa FL33610 Date: January 4,2016 AWARNIND-Vedry J.dg.Paara.rw eadREADUCTES Get MIS AND INCLUDED MREH REFERANCE PAGE MA7473 rev. 1M=15BEFOREWE. Designvalid forme only with WekO connectors. This design h based only vpon parameters shown. and Is foran individual building campanent, not ��• a hun system. Betas me, the bWdmg designermvst venTy fie appT:abTlyof design parameters and prapedv ineoneonots, Iha design Mto the overall burring design. Bracingin1caled Is toprevenfbuckingof'nailvidealhw web and/or chord members only. Addtbnoltorh oaryoral permanent bating MiTek' haAvaysfew8edfarstobTtyandtopreventcallapsewithpo Uepenonolinluryand WopertydomWe. Forgenemiguldoncereganfng the fabicalion, storage, delivery, erection and bracing of busses and inns systems, see ANSVTPII Quality CsIlaia, DSB.89 and BCSI Bvilding Component 69U Palle East Bbd. Solety Inlarmallon waBabb from Tmss Nate BatiNta.318 N. Lee Sirea1, Suite 312 Alaxwdda, VA 2231I. Tampa, R 33610 Jab Truss Truss Type Oly Ply Lot 2 Lakenaod Pad, W836107 897810M B7 HIPTRU55 i O , G JoleReferaroaknolionall r,atfuuo[as,, rmmeny, none I.M03 Sep 282015 MIT¢x IMute0t, m G Mon nes W 10:19.4,12016 Pagel 10:6gDIOH2OVegl Nkl moNemzyuULB-xOhCeb51gL72ZHG328gS7483AoPGYrJBBGpwRGzynt)j 42.11-7 ra s.13 -10-13 533 S1-] sta 5.1-] s1-14 3e4181 1-as Sea Ira 7 1 e00 12 Us = 3x6 = Sxfi = 2x4 11 5x8 = 3.4 11 3x8 = Sxe = 24— 2x4 \\ 4 32 33 5 34 35 36 6 37 38 39 40 7 41 42 43 8 44 45 46 947 10 48 49 11 12 PP-aI I` I` I` I � 25 5D24 51 2352 53 M54 55 41 = 3,6 = 3x8 = 3x8 = 3x6 = 562120 57 58 59 19 60 5x8 = 3x6 = 4x12 = 61 1B'x,e 2x4 II- 3,6 11 3.5o (7 ,p FY+1nSR.-YAI 1.5xe STF=1�I 641314 1 4x6 ]80 1283 1]h11 II82 2]-7-10 32-as 33&12 3362-12 3s1-11 42.65 468a iLa S33 S14 5-14 11_7 N-14 28a 2-t0.15 3&9 111-it 0.].tf Plate Offsets (%.Y)- 14:0-6-0.0-241 16:0-3-0.0-3-01 18:D-0-0.0-3-0I. 111:0-3-0.0.2-0I. it 3:0-1-0.Edoel. 121:0-0-10.0-0-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 6deFl L/d PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.77 Vert(LL) 0.26 22 >999 240 MT20 244/190 TCDL 1Q0 Lumber DOL 1.25 BC 0.68 Ven(TL) -0.4822-23 >848 180 BCLL OX ' Rep Stress Ina NO WB 0.93 HOrz(TL) 0.11 18 n/a nfa BCDL 10.0 Coda FSC2014,TP12007 (Matrix-M) Weight: 496 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Excepl' 9-18: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2308/04.0, 18=4233/034, 13=567/04-0 Max Horz 2=-159(LC 6) Max Uplitt2=1096(LC 8), 18=1809(LC 8), 13=338(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied ors-1-14 oc pudins. BOTCHORD Rigid ceiling directly applied or 5-2-13 oc bracing. FORCES. (Its) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 23=4329/1902, 34=4192M878, 4-32=5097/2358, 32-33=5097/2358, 5-33=5097/2358, 5-34=5244/2442, 34-35=5244/2442, 3536=5244/2442, 3637=-5244/2442, 637=524412442, 638=338212091, 3839=4382/2091, 3940=4382/2091, 7-40=-4382/2091, 741= 4382/2091, 4142=438212091, 42-43=-0382/2091, 8-43=438212091, 8-04=1094/2983, 44-05=1094/2983, 4546=1094/2983, 46-07=1094/2983, 9-07=1094/2983, 9-48=1208/3144, 10-48=1208/3144, 10-09=-714/l33, 11-49=714/133, 11-12=830/192, 12-13=1195f421 BOTCHORD 2-25=1535/3790,2550=1441/3766,24-50=1441/3766, 24-51=1441/3766; 2351=-1441/3766, 2352=-2083/5097, 52-53=-2083/5097, 53-54=2083/5097, 22-54=2083/5097,22-55=-2173/5240,55-56=-2173/5240, 21-56=217315240. 20-21=-2173/5240, 2057=94212333, 5758=94212333. 5859=942/2333, 19-59=-942/2333, 17-18=-4021/1746, 9-17=-069/345, 1752=98lf703, 16-62=98lf7O3, 16-63=-9811703, 1563=981f703, 15-64=232/11B2, 1344=236/1062 WEBS 4-25=97/596, 4-23=791/1606, 5-23=682/540, 6-22=0f285, 6-2(1=1054/439, 7-20=-579/462, 8-20=1062/2490, 8-19=570/461, 17-19=-1059/2543, 8-17=550212393, 10.17=-2510/905,10-15=632/1921,11-15=92/256, 12-15= 426/326 NOTES- 1) 2-ply truss to be Connected together with 10d (0.131'xY) nails as follows: Tap chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chards Connected as follows: 2x4 -1 row at 04-0 oc. Webs Connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided t0 distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced mot live loads have been Considered for this design. 4) Wind: ASCE 7-10; VuR=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf, h=30g; B=456; L=508; eave=6ff; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live lead noncencument with any other live loads. 7)' This truss has been designed for a live load of 20.0psf on the bottom choral in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will J,�pMPS, 1111A ,A46�4 /No�3y^9380..._ i0R ONAl k'�`.%%`• Thomas A. Albant PE Ne.39380 MRek USA lno, FL Cad 6634 6904 Parke East Blvd. Tampa F7,33610 Date: January 4,2016 ®WARNING-Vedryd.sd, pnun,ofen and READ NOTES ON TH)SMI)INCLVO£O MREN REFERANCEPAOEMI47473rae 1MV20159EFOREWE Design veto hoses "with MgeN conneotas. thh design's based onlytmon parameters shone anal Is foran hdivldual Watling component.not a trusssptem. Before use. the buiWng des'gnermusf ve,ay the appkabrayof design paameten and aopedyincapaate this deegn into the overall bu0d4gdeslgn. Brachglnd1etl4topreventbmUk gotvldividuol webandlachatlmembeno*. Additioneltemporaryondpermanentbmcing MiTeW 0 atwayl repv9ed ferstobSNantl to prevent edlapse with poxsNe personal injuryentl aoperty tlanage. Forgeneml guldonce regarding the fatAcollon,storage.delivery. esectionord bracingof truces entlirmssystems, see ANSORI Qualty Cdteda DSB.89 and BCM Bening Component 69U Peaks East Blvd. Saletylofam,alion availableframTsusi Mole lmtitute,216 N. Lea Sheet. Saile312, Alexondria. VA 22314. Tampa, FL 35810 Job Truss Tmss Type Oty Ply Late Lakewood PaA 77835107 8978103a B7 HIP.TRUSB 1 of L o eere tional Plan Cdy, Honda 7.640 s aep292015 MTek IMustries, Inc Mon Jan 041Gl9"20l6 Page 2 ID;6gDIOH2OVegl NklsxaNemzyuULB.xOhCeb5K1LZ2ZHG328g87483AOPGYrJBBGpWRCrvnDI NOTES- 8) Bearing al joint(s) 13 Considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of beating surface. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joint(s) except 0=11o) 2=1096, 18=1809, 13=338. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other Connection devices) shad be provided sufficient to support concentrated load(s) 125 lb down and 103 lb up at 7-D-0, 87 Ito down and 108 No up at 9-0A 2, 87 lb down and 108 lb up at 11-0-12, 87 lb down and 108 lb up at 13-0-12, 87 lb down and 108 lb up at 15-0-12, 87 lb down and 108 Ito up at 17-0-12, 87111 down and 108 Its up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 87 lb dawn and 108 Its up at 23.0.12, 87 Ito down and 108111 up at 23-74, 87 No down and 108 to up at 25-74, 87 Its down and 108111 up at 27-7.4, 87111 dawn and 108 lb up at 29-74, 87 Do down and 108 lb up at 31-7-4, 115111 down and 1181b up at 35-74, and 1151b dawn and 118 lb up at 37-74, and 179 to down and 198 lb up at 39-8-0 on top chord, and 364 lb down and 851b up at 7-04), 65 Ito down at 9-0-12. 65 lb down at 11-0-12, 65 lb down at 13.0-12, 65 Ib down at 15.0-12, 65 He down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 He down at 23-0-12, 65 lb down at 23-74, 65 Ito down at 25-74, 65 lb down at 27-74. 65 It, down at 29-74, 65 to down at 31-74, 121 lb down and 113 lb up at 33-7-0. 63lb down at 35-74, and 83 lb down at 37-74, and 424 Ib down and 72 lb up at 39-74 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Incease=1.25, Plata Increase=1.25 Uniform Loads (pig Vert: 14=-60, 4A 1=-60, 11-14=-60, 18-26=-20, 15-17=20, 15-29=-20 Concentrated Loads (lb) Vert: 4=-125(F) 11=-179(F) 18=121(F) 25=364(1`) 8=-B7(F) 19=40(F) 32=-87(F) 33=-87(F) 34=87(F) 36=87(F) 37=.87(F) 39=-87(F) 40=87(F) 41=-87(F) 42=-87(F) 43=87(F) 45=87(F) 46=87(F) 48=115(F) 49=115(F) 50=-40(F) 51=40(F) 52=40(F) 53=40(F) 54=40(F) 55=40(F) 56=40(F) 57=40(F) 58=40(F) 59=40(F) 60=40(F) 61 =A0(F) 62=61(F) 63=61(F) 64=424(F) A WARNING-Veil),dasiGn Paramefem and READ NOTES ON THIS kNO INCLUDED NrrEK REFERANCE PAGE OP7473 rev. 1"=015 BEFORE ME Design vord for use arty with MBelVconnectors. Thu design u based oNy LOon parameters shown and is for an individual building cosnpan.rt, not a brss system Bar. use, the building desgner must verify the applicability of design parameter and pnx eAy 4scarpomte this design Into the overd building design. Bracing indicated Is to prevent buckrog of inoividuol truss web and/w chard members a*. Additional lemparay and pem,anent bracing MiTeW B always re9uved ran StabLty and to prevent cdiopse with Passie personal injury and property damage. forgeneml guidance regarding the Interaction, stamge•derver, erection and bracing of fusses and fuss systems,see ANSVTPll Quality CMeda.WB-87 and BCSl Believes, Component 8901 Padre East Bird. Safety lnbrmWion avo�abie tom Tmss Plole Wtitute, ZhB N. Lee Street.5oite 312. Alexandria, VA 22314, Tampa, FL 33010 Job Truss Truss Type pry Ply La12 Lakewood Pao 7703B108 89781034 B9 HIPTRUSS 1 1 Job Reference root'Onall P.SWId East, Plant Cny, Dorkla 7.640 s Sep 2920156LTek lndustles, Inc Man Jan 04 10:19:45 2016 Pagel ID:6gD10H2OVegl NkisxoNemzyuUL84DFasx zUMuBOgFbrBhOhCrChPHJPKOwYTzjzynDi i0 410J 41-13 T-I1J MM A1M 0.10.9 0.2-0 0.9-8 LO Sx8 = 3Ni = See = 3.4 11 5x6 = 19 18 17 41 = 3x8 = 3iA — SAS = 16 15 3x8 = Las = Scale =1:871 D11 1I^ 14 -- sect II 3.50 112 4eS &60 1&11J 21-0OS 32-88 33312 3 34t-11 d8&9 910 T.11J 7-11J 2-11J sots 7-05 0.2.12 Plate Offsets V 40-6-0 0-23 6:0-0 0 0 3 0 8:03-0 0 2 10:0 1 0 Ed a 13:0 38 0-2 8 14.Ed a 03 8 LOADING (ps% SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.22 17 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.4914-15 >831 180 BCLL 0.0 Rep Stress Inv YES WB 0.88 Horz(TL) 0A0 14 nto n/a BCDL 10.0 Code FBC2014/TPI2007 (Malnx-M) Weight: 2471In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Nu.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. 4-6: 2x4 SP No.1 BOT CHORD Rigid wiling directly applied or 3-58 oc bracing. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 5-15, 13-15 7-14: 2x4 SP No.3 2 Rows at 113 pis &13 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 2=134710-8-0, 14=2160103-8, 10=387/08-0 Max Hurz 2=196(LC 8) Max Uplift2=-762(LC 10). 14=-1086(LC 10). 10?283(LC 10) Max Grav2=1366(LC 19), 14=2160(LC 1), 10=422(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. - All forces 250'(lb) or less except when shown. TOP CHORD 23=2313/1579, 3-4=2064/1376, 4-26=2283/1548,. 26-27-2283/1548, 5.27=228311548. 5-28=162611068, 6-28=1626/1068, 6-29=511/966, 29-30=5111966, 30.31=511/966, 731=5111966, 7-8=-578/1020, 9-10=703/474 BOTCHORD 2-19=1207/2009, 18-19=-070/1808, 17-18=A70/1808, 1&17=-1103/2283, 15-16=-1103/2283, 1314=-2077/1362, 7-13=-043/430, 12-13=245/486, 1 D-12=252/619 tp t 1 L 1 WEBS 578/44859-12=574/683 A. 13.15=-677/8642,&1332 84/1645,8-13= 55634 8-1213, %%OMpS. NOTES- 1) Unbalanced roof live loads have been Considered for this design. NO 39; 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=S.Opsf; h=30ft; B=45ft; L=5Dft; eave-6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 16-0-14, Interior(1) 16-0-14 to 30812, Exterior(2) 30-6-12 C to 37-7-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. = -13 4) This truss has been designed fora 10.0 psf bottom chord live load nonwnwrfent with any other live loads. E 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-B-0 tall by 2-0-0 wide will - 8t between the bottom chord and any other members. 00, 4. 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Capacity 0 (��' 0 fir I ��� ss • of bearing surface. • • •' • 7) Provide mechanical connection (by others) of muse to bearing plate Capable of withstanding 1001b uplift atjoint(s) except 9t=lb) 2=762, �'",.11 DNA 14=1086, 10=283. hfll l llln- 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Thomas A. Albanl PE ND.39380 MRek IJK Inc. FL Cud 6634 6904 Parke East Blvd. Tampa FL33610 Date: January 4,2016 AWARNING -Vedfy doVgnP neetwa and READ NOTES ON MS AND INCLUDED MI]EK REFERANCE PAGENATC3 rev. 10,023015 BEFORE USE Design valid forme only with MnekO connecton. This design h boned onty upon Parameters shown and h for on individual building component, not M1trss system Before use, the b idN9 deign., pest verify the applcablyof design parameters and Prapedy incorporate thn dmgn Into the ovena0 buld'egdesgn.Bracing'MicotedhtopteventbeckMgofindivitleolhussweband]orchadmembeno*. Addlbnaltemp cndpermonentbracing MiTek' Is atwap required forsfablily antl to prevent collapsewith parable personal Injury and property damage. Forgeneml guldance mgordng the fabrication u.9.,de0very. erection and bmang of twom and truss systems.sea ANSV1PIlpuabty Clgeda,DSB.89and BC51B.14.g Component 69U Pa Me Seen BIW. Safely Intotmatton avalable man Dun Hate Imtitute.218 N. Lee Sheet. Suite312 Atexandia. VA=14. Tampa, Fir. 3MIO Job Truss Truss Type Oty Ply W2 Lak.w Pan T 838109 8910103E B11 Hip Tmsf 1 1 Job Refers footional �,wvun may rumeny, nuwu ).WOS Sep 293%5 MIT¢k I00uNb5, Inc. M00 Jan W 10:1ass 2015 YB0e1 ID:6gDIOH2OVegl NklsxoNemzyuULB-AUCBzs7JbuZAb2eWaSXacOp)XafhFY7LOtV9kzynDr "Z1-40 SS4 tt-00 t833 256a 32-9E 3S6e 34 - ,10. 9 a -e- ae80 - 594 S2-lz ]a3 ]d3 113 -a1. - Till 118vIlAiz 111-11 ' 5x8 = 3x8 = 4 28 29 5 Scale=1:86.8 5xfi = 3.4 I 5x6 = 6 30 31 7 8 3x6 9 2x4 10 1.Sx8 STP= 14 I� 13 12 3 11 1d ' Sx0 = 5x6 = 21 20 1Y -- 18 JJ 11 16 15 3x6 = 2x4 II 34 _ 3 34 = 4x12 = 5x6 II 44 4x6 _ 3x8 = 3.50 (t2_ 3} 12 S&C 11-00 1933 2595 32." 3 3. 3&1.11 <6BL SBA 52-12 ]JJ ]33 ]3J 1-tt< 3511 1]85 Plate OBsets(X.Y)- f40-6-0.0-2-8116:0-3-0.03A1 f8:0.3-00-2-71 f1Y0-1-OEd0e1 f14�0.2-00-2-0I H5Ed0e0-0-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) 0.17 18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC0.72 Ved(TL) -0.3515-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) - Weight: 2611b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 7-15: 2.4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=272/0-8-0, 2=1335/03-0, 15=2207/0.3-8 Max Ho¢ 2=229(LC 9) Max Uplift 11=149(LC 10). 2=-755(LC 10). 15=1119(LC 10) Max Grav 11=312(LC 16), 2=1371(LC 15), 15=2207(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or3-1-11 acpudins. BOT CHORD Rigid calling directly applied or3-6.5 oc bracing. WEBS. 1Row at mldpt 576,6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 23=-2314/1515, 3-4=-1900/1304, 4.28=1814H303, 28-29=1814/1303, 5.29=-1814/1303, 5-6=-1209/863, 630=-391/834, 3031=391/834, 7-31=391/834, 7-8=-021/857, 8-9=303/608,9-10=-198/274, 10-11=446/334 BOT CHORD 2-21=1219/2149, 20-21=-1219/2149, 2032=-819/1749, 19-32=819/1749, 18-19=819/1749, 1833=864/1848, 1733=864/1848, 16-17=-864/1848, 1-2054613V1, 198/388 4.20 162142/420,13-181305,5.16=--1/558, -16=149149 WEBS 3-20=467/481, 4-20=182/4211368,-14=.68 , 529, 981 1 21X398, 1049/492, 14-16= 8-14=888/429, 9-72=213/398, 10-12=410/47fi, ♦♦\``♦" I// ♦ P q -^'S1A ,�i 36/419, B- 3=-167095/1368, 9-13=536/419, 8-73=-167l302 ♦♦♦ �� G E N SF.; ;�♦,�.Z.0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf BCDL=5.Opsf; h=300q B=45f1; L=508; eave=8fl; Cat. II; S NO 39380. G Exp C; End., GCpi=0.18; MWFRS,(directorial) and C-C Extedor(2) -1-4-0 to 1833, Intedor(1) 18- 3 to 28.E-12,Extedor(2) 28812 to C 35-7.9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconctiment with any other live loads. E 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-D-0 wide will ��• •.` ♦�� •••,� fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 11 considers to value using ANSI/TPI 1 angle to formula. Building designer should verify capacity �(� OR 1 V,•• G,� ♦♦� I s........ _` parallel grain grain bearingof ,,//S/ON A; �`\♦♦♦ 7) Provide mechanical truss to bearing capable -withstanding 100 lb connection (by others) of plate of uplift at joint(s) except 0t=lb) 11=149, 2=755, 15=1119. 8)•Semi-rigid pitchbreaks with fixed heels" Member end fairy model was used in the analysis and design of this truss. Thomas A. Albanl PE No.39380 MITek USA, Inc. R. Can 6634 6904 Parke East Blvd. limps FL 33610 Date: January 4,2016 Job Truss Truss Type pry Ply Lot 2 takewao4 Park ne3eno 6978ID31 B13 HIP TRUSS - 1 1 o e ece ati 1L0 ]5-9 k 5d7 6.00 12 1� 2 17 44 = 3x8 = uP en ID:6gDl0H2OVegl NklsxoNemzyuULB-fgm COxMBh1DCD792pL 1954 I 2]-0-0 3330 39.1-11 46e0 6ai 7Si2 643e SS11 7-G5 S6= 34 = axe = 5e= 4 'JF 97 S 9e fi 'JV All 11 7 16 15 3.4 II 3xa - 34 3" scale=1:88.5 32 33 u5 1.Sx8 STP= 9 n d Io A 44 3.50 12 Plate ONsets(XY)- f3'0-3-0"-Ol f4,0-M0-2-71 f6-0-300-3-01 f7�D-3-00-2-01 f9'0-1-OEdnel 114,0-5-00-2A1 f1T0-".O- 81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lox) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.27 13.14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.7813-14 >515 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.76 Hort(TL) 0.14 11 n/a me BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 237 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 4-16:2x4 SP No.3, 12-14:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (IWfiize) 9=214/0.8-0.2=1336/D-8-0, 11=2306/0-M Max Ho¢ 2=267(LC 9) Max Upl'ut9=158(1_C 10), 2=747(1_C 10). 11=-1097(LC 10) Max Grav 9=286(LC 16), 2=1357(LC 19). 11=2306(LC 1) BRACING- TOPCHORD Structure] wood sheathing directly applied or 3-0-8 oc pudins. BOTCHORD Rigid ceiling directly applied or 5-8-12 oc bracing. Except: 10.0-0 oc bracing: 14-16 WEBS 1Row at midpt 6-11 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 250 (lb) or less except when shown. TOP CHORD 2-24=2203/1372, 24-25=210611372, 3-25=-2034/1389, 34=2431/1520, 4-26=2114/1445,26-27=211411445,5-27=-2114/1445, 5-28=159111072, 28-29=1591/1072, 6-29=1591/1072, 630=2771861, 30-31=277/861, 731=2771861, 7A=399/990, 8-32=-1881611, 32-33=197/587, 9-33=217/565 BOTCHORD 2-17=-1061/1938,4.14=.322f739,13-14=927/2017,12-13=-345/999,11-12=345/999, /42, 220, , 17�585/4 \\` S A P • A,6,",, WEBS 35-13�91/567 6-13=412/971,611=2120/1330, 7-11=707/504, \\ \ Mlpllll///�e 8-11=841(772, 1417=1098/2066, 344=-24/312 •zl , -*\C E N j NOTES- 1)unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-sewnd gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=30ft; B=4511; L=50ft; eave=6ft; Cat. II; xx NO 39380. Z Exp C; End., GCpi=0.18; MWFRS.(directional) and C-C ExtedOr(2)-1JL0 to 3-8-0, Interior(1) 3-8-0 to 5.11-9, Exterior(2) 5-11-9 to 13-0-7, Intedor(1) 20-1A to 26.7-2, Exterior(2) 33-e-0 to 46-8-0zone;C-C for members and farms B MWFRS for reactions shown; ' -Q ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. " -E ��+P •_ 4) This truss has been designed for a 10A psl bottom word live load nonwmmrnent 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-M wide will fit between the bottom word and any other members. �j�(C 0 R �� \\� �'ss••••"••(� \\\ ,�//0NA� 6) Bearing at considers parallel to grain value using ANSVFPI 1 angle to grain formula. Building designer should verify capacity bearing .� 14\\\\ of sulrface9 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s)except jt=lb)9=158, Thomas A. Albert PE No.39380 2=747,11=1097. MRek USA, Inc. FL Carl 6634 8) "Semi-dgid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 6904 Parke East Blvd. Tampa R.33610 Date: January 4,2016 Job Truss Truss Type Ory Ply Loll Lakewood ParisPe38t11 8978, o3d Bt5 HIPTRUS$ 1 1 I Job ence o t'c rmomw east Warn c,ry, nama 11<-0� 57-6 &11-0 1560 23 7.64055ep292015MITeklnduS1rea,InG 140"an0110:19:302015 Pagel ID:6gDIDH2OVeg 1 Nkl sxoNernzyuULB7sK OYOa7VpuNovh tpul ENHz9DFIpKMcDdzynO 31-e-o 3M12 41-SO I 1-4-0 S7�i I 3-3-11 61-0 6-4-o I I 8-4-0 4e-12 54Y4 stale=1:78.7 6.00 F12 5as 5x8 = Sxe = 5 27 6 28 29 30 7 6xs i 2x4 i 8 4 46 C 2x4 26 9 3 o 25 Ia 1.5xe STP = e q 1 2 2x4 = 15 31 14 13 12 11 1 14 = 3x8 = 3x8 = 3x8 = 14 4x12 II 1 17 3x8 = 6,01 = LOADING lips f) SPACING- 2-0-0 C51. DEFL. in (Joe) I/de8 Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.87 Vert(LL) 0.2717-24 >384 240 MT20 244/190 TCDL 10.0 LumberDOL 125 BC0.99 Vert(TL)-0.3911-13 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.52 Horz(TL) 0.09 10 n/a We BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 218 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP Nu.2'Except' TOP CHORD Structural wood sheathing directly applied or2-2-0 oc pudins. 5-6,6-7: 2x4 SP No.1 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc hawing. BOTCHORD 2x4 SP No.2'Except' WEBS 1Row at midpl 5-13 4-17: 2x4 SP No.3 Mi7ek recommends that Stabilizers and required Gross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer SLIDER Right 2x6 SP No.22-6-0 Installation guide. REACTIONS. (lb/size) 10=1299/Mechanical, 2=441/OA-0, 17=1654/0-3-0 Max Horz 2=255(LC 9) Max Uplift 10=671(LC 10). 2=-081(LC 10), 17=-1 000(LC 10) Max Gmv 10=1316(LC 16), 2=443(LC 19), 17=1654(LC 1) FORCES. (lb)- Max. .Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-25=262253, 3-25=189/265, 4-26=101/256, 4.5=1436/1077, 5-27=1973/1570, 6-27=1973/1570,6-28=1973/1570,28-29=1973/1570,29-30=-1973/1570, 7-30=1973/1570, 7-8=-1878/1382, 8-9=-2019/1503, 310=320/204 BOTCHORD 2-17=278/176, 16-17=-1510/930,4-16=-1459/953, iS31=-669/1212, 14-31=669/1212, 1314=-669/1212, 12-13=945/1641, 11-12=-945/1641, 10-11=1175/1705 WEBS 4-15=-5961137-11=37/339e8- 11512527293-177. � 247/27980,6-13=576/572, 7-13=283/510, `SOPS' A'q�e NOTES- �%%%A� ; *'GENSF.9j�y� 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=3011; B=45ft; L=5011; eave=5ft; Cat. 11; No 39380. Fop C; Encl., GCpi=0.18; MWFRS (directional) and C-C Fxledor(2)-1-4.0 to 3-8-0. Interior(1) 3A-0 to 7-11-2, Fxtterior(2) 7-11-2 to 15-0-0. Intedor(1)22-0-14 to 24-7-2, Extedcr(2)31-M to 41-5-0zone; porch left exposed;C-C for members and forces B MWFRS for C reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 =-9 3)Provide adequate drainage to prevent water pending, 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrentwim any other live loads, i E 5) - This truss has been designed fare 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 Q fit between the bottom chord and any other members, with BCDL = 1O.Opsf. � 0 6)Refer to girder(s) for truss to truss Connections. ISS 7) Provide rovi e1 mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except 61=1b) 10=671, �II&hONA, 00. 8)'Seml-dgld pllchbreaks with fixed heels' Member end fixity model was used in the analysis and design of thistruss. Thomas AAl6anI PE No.39380 MRek USA Inc. FL Cert 6634 69D4 Parke Fast Blvd. Tampa R.33610 Date: January 4,2016 WARNING- Vedry dWV panmehn Intl READ NOTES ON THIS AND INCLUDED MMEK REFEHANCE PAGE WD7472 m¢ 10,01A2015 BEFORE USE Dee'gn valtd faruse oruywith MRekm oamectco. The design 8 based onNupars parameters shown. and is for on VDvidia l buldng component, not atrusssystem. Before me. the bJVng deignermust vent, the opplcab6lyof design parameters and pnapeMincor ante this design Into the overall bW6ng design.&acmdalx g indicated event backlog of ridwieJual true, web and/or chard members oNy.Ad?itoralfempororyand permonentbmcmg Mel( is ahvoys re9uhed fastabTtY and to prevent collapse with passible personal injury and property damage. For wrxxal guidance regandng the fob6cotion.storage,delivery.enaction and bmcag of tanses and hues systems,see ANSI/IPIIGuartYCMA d..D$B-a9and BCSIBuONng Component 6904 Parise East 31W. Sa"Infonnatlon avalablehom Truss RatelmBWte,218N.Lee SlseeL$die312.Alewndda VA22314. Tampa,R 33810 Job Truss Truss Type pry Ply W2 Lekmoo4 PaA 036112 e979ID34 B17 Hipmuss 1 1 bRf II ru,n eux, nu,ua ewyuULB b3uJbu1 Cuc;,nc. Fa4H w D: cZueq a ruyo ID:figDI0H2OVeg7NklsxoNemzyuULB413uJbulCupxISVN5Fa4H01RDmr2uegS2 59m3rynDo 1'� S]6 i 8-11-0 1]-00 23+0 1 298-0k V-2 1 4H" 1i-0 5-]4i 33-10 e-1-0 81-0 fi-0-0 8.12 53-14 scale - 1:81.4 fi.00 12 Sx8 = 2x4 I Sxe = 5 6 24 25 7 U12MUGHS 3x4e <23 > 4 Z 2x4 \\ 4x6 1 d 3 B � �d 1.5x85TP= ) jjIII 1 2 4x6 = 16 1526 14 27 13 12 11 10 3, = 3x8 = Us= 14 = 5x8 = l 3x8 = l 16 us = 3,6 = 6x8 = 9- e 0 &&0 0. 871-0 8<-0 6-4-0 6&2 5-3-14 LOADING(pst) TCLL 20. I TCDL 10.0 BCLL 0.0 • BCDL 10.0 SPACING- 241-0 Plate rip DOL .25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.75 BC 0.97 WB 0.69 (Matdx.M) DEFL. in (too) gde9 L/d Vert(LL) 0.2718-21 >386 240 Vert(TL)-0.3516-17 >999 180 HOrz(TL) 0.05 10 nla We PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 232 lb Ff=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structure] wood sheathing directly applied or 35-B oc pudins, except 45: 2x4 SP No.1 end verticals. BOTCHORD 2x4 SP N0.2•Except• BOTCHORD Rigid ceiling directly applied or4.5-2 oc bracing. 4-18:2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=443/0-8-0, 18=16451&3-0, 10=1294/Mechanicel Max Hom 2=292(LC 9) Max Uplift2=-482(LC 10), 18=-995(LC 10), 10=669(LC 10) Max Gray 2=445(LC 19), 18=1651(LC 15), 10=1317(LC 16) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when she".. TOP CHORD 2-22=2951266, 3-22=225/278, 3-4=169/296, 4-23=1509/1111; 5-23=-1387/1144, 55=1618/1412,6-24=-1618/1412,24-25=1618/1412,7-25=1618/1412,7-8=1778/1362, 8.9=2050/1472, 9-10=1261/952 BOTCHORD 2-18=269/174, 17-18=-1544/931, 4-17=-1470/972, 15-16=-684/1272, 15-26=-684/1272, 14-26=584/1272, 14-27=-861/1499, 13-27=861/1499, 12-13=A61/1499, 11-12=-1221/1775 WEBS 4-16=-479/1208-12=356/40699-51141os611615-14=427/420, 7-14=160/299, 7-12=123/36e, Ip11111/ SIPS• �i00 ,�O, A... NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf, h=30ft; B=45ft; L=5121t; eave=5ft; Cal. Il; C NO 89380. Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2)-14-0 to 3-8-0, Interior(1) 3-8-0 to 9-11-2, Exlenar(2) 9-11-2 to �r 41-3.4zone; porch left exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 7 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. E • � 6) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��• • ��� nl between the bottom chord and any other members, with BCOL= IO.Opsf. 7)Refer to for truss to truss connections. �• jj �•:_•` \ ��, ��I StS •'••'•• girder(s) 8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=482, `��, �AA,,1� N A� plate - 18=995,10=669. I�p�` 9) "Semi -rigid pitchbreaks with foxed heels' Member end fully model was used in the analysis and design of this truss. Thomas A. Albanl PE No.39380 MITek USA, Ina R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 Job Truss Tmss Type Oty Ply Lol2lekewaoa Pan 83611J 89]bto34 Big HIP TRUSS 1 1 Job Refe ce (optional nuemm- , r,mn,nry, r,mud a ig 1. ragas ID:6gDIOH2OVeg1NklsxoNemzyuULBJFShpE2qf63c4fyHplcWyEzNOBzFd2hbGedlVzynDn ,1^ 57-6 611-0 1 1a11-8 1 19-ao 1 z7-ao 1 34-n-12 a1-so 1-0-0 S7E 3&10 SO4{ 5-0-8 8410 6-&12 ]-0i scale=1:82.0 Sx8 = Sx6 = 6.00 12 6 22 7 3.4 is 5 3x4 O 5x6 - 21 823 24 d 2x4 4 5z6 3 9 20 1.5xe STP= 5 0 s9 1 2 5x6 11 25 26 t4 27 28 13 12 11 10 I`6v 0 5x8 = 3x8 = 4x6 = 3z8 = 16 31 = 36= ex8— all-o 1so-D z7A-0 as-a-lz a1-sD 1 1 1 1 &11-0 101-0 &till aa12 7-0-0 1 Plate Offsets (X Yti 12'0-2-12 0-1-81 14:0-3-0 0301 I6:0-5-8 0-2-01 17:0-3-8 0-2-41 f9:0-2-12 0-2-OI H0:0-0A 0-1-81 f14:0-4-0 0301 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.82 Vert(LL) 0.2716-19 >388 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Ved(TL)-0.6514-15 >597 18D BCLL 0.0 ' - Rep Stress Incr YES WB 0.85 Horz(rL) 0.06 10 me me BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 230 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2'ExcepP TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc pudins; except 6-7: 2x4 SP M 31 end verticals. BOTCHORD 2x4 SP No.2*Except* BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-16: 2x4 SP No.3 WEBS 1 Row at midpl 5-15, 6-13 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=446/0-8-0, 16=1641/0-3-0, 10=1295/Mechanical Max Harz 2=329(LC 9) Max Up1iR2=-491(LC 10), 16=-984(LC 10), 10=671(LC 10) Max Grav 2=448(LC 19), 16=1712(LC 15), 10=1306(LC 16) FORCES. (It,) -Max. ComplMax.Ten. -All forces 2501(lb) or less except when shown. TOP CHORD 2-20=-316/321, 3-20=246/333, 3-0=199/338; 4-21=181/349, 5-21=-135/360, 5-6=144811202, 6.22=1414/1277, 7.22=1414A277, 7-8=1643A3d3, 8-23=1884/1446, 23-24=1900/1444, 9-24=2047/1428, 9-10=-1235/947 BOTCHORD 2-16=318/194, 1516=-1566/817, 4-15=-310/266, 15-25=733/1167; 25-26=73311167, 14-26=-733/1167, 14-27=64311313, 27-28=643/1313, 13-28=643/1313, "1111111I/!/ A'• q4e �", WEBS 5-113 929 /902, 5-16==Q74 , 6-13= 145/3011, 7 134=-841370; 8-13=-499/478, ��,,,PS• 9,L J �Z r.•�C E NS+. ••' NOTES- ) Unbalanced roof live loads have been considered for this design. NO 89380.: 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCOL=5.Opsf; h=30ft; B=45ft; L=50ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-4-0 to 3.8-0, Interior(1) 3-8-0 to 11-11-2, Extedor(2) 11-11-2 to C 34-8-14, Inlerior(1) 34-8-14 to 36-34 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panding. i E - IL _ 4) This truss has been designed for a 10.0 psi bottom chord live load oonconcunni with any other live loads. •; 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will �j,�s • Fl Q•' C1� `'•� ...... fit between the bottom chard and any other members, with SCDL= IO.Opsf. �� S �"• for truss to truss connections. 111811111111" 7) Provide mechanical) Connection (by others)of buss to bearing. plate Capable of withstanding 100 lb uplift at joint(s)except Ol=lb)2=491, - 16=984, 10=671. Thonfask AlbaBI PE No.39380 8) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Mrfek USA, Ina FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 ®WARN/NG-Vedild.aOPPars a.anEFEAONOTES ONTMSANDINCIVOEEiREFERANCEPAGEWA7473re¢1d9L3015BEFOREOSE Design valid for use aNywith MT.W cormectors.RaB design is boxed.m, upon xxametae shorn, .,di, foram individual bmidng component, not � a lass system. Before use, the builo"mg designer must verify the app&cabLfyof design parameters cad pmpedy incorporate the design info the overall bu➢dingdesign.B M1TeW rocingindkoted4fopreventbucHingofindiVjdvalirusswebondlarchordmembersodv.Additionaltemparayandpermanentbmcing is rways mquled fwstabTity and to prevent callapxewith possible personal Injury and properly damage. Fageneral9uidonceregardrgthe ioaiaafion. stomge. delivery, erection and bracing of masses and tans system,, see ANSIAPII Duality CMeda, DSB-89 and BCSI Building Component 69U Pane East BIM. SaleHmtermatian avaeable from Russ Plate mslitute.218 N. Lee Street, Suite3lz Alexandra. VA 22314. Tampa, FL 33B10 JobTruss Truss Type Cry Ply Lot Lakewood Park 038114 89]0f03/. 621 HIPTRUSS 1 1 eference o fional ID:6gDI0H2OVeg1 NO zyuULB-XR040a36QOBTipXUM?71VSWacbFWI�AkVIaGgxrynDm 1-0-0 S]-6 &11-0 14-11-B 21-DD 258-0 31-5-'21-512 37.4-9 42-T-6 1-4-0 57-6 3310 808 8-0-9 48-0 1.12 S1 S13 SS-15 600 12 1.5x9 STP = 1 2� 31 = 5x6 = 5x6 = 6 7 28 15 14 3xS = 14 = 13 1230 3kS = 3x8 = SAS = Scale = 1:82.4 LOADING (psf) SPACING- 2.0.0 CS'. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Gno DOL 1.25 TC 0.67 Vert(LL) 0.2717-20 >386 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0A511-13 >893 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.64 Horz(TL) 0.09 10 n/a nfa BCDL 10.0 Code FBC2014rTP12007 (Matrix-M) Weight: 2351b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6.4 oc pudins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or4-2-11 oc bracing. 4-1 7- 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15, 8-13 WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required Gross bracing be installed during truss erection, in accordance with Stabilizer - letitalletWo guide. REACTIONS. (Ib/size) 2=446/0-8-0, 10=1356/0-7A, 17=168810-3-0 Max Horz 2=380(LC 9) ned with Max Upltt2=-505(LC 10). 10=-702(LC 10), 17=995(LC 10) Max Grav 2=450(LC 19), 10=1428(LC 16), 17=1800(LC 15) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-24=3591349, 3-24=2891362, 3.4=255/383, 4.25=218/395, 5-25=167/399, 56=-1549/1284, 6-7=1436/1239, 7-8=1654H276, 8-26=2291/1574, 9-26=2411/1559, 9-10=2653/1695 BOT CHORD 2-17=-303/196, 16-17=-1659/795, 4-16=-340/300, 16-27=-731/1381, 27-28=-731/1381, 15-28=-731/1381, 14-15=56911325, 14-29=569/1325,13-29=569/1325, 12-13=-1053/1845, 12-30=-1053/1845, 30-31=1053/1845, 1"1=105311845, 10-1 1=-139112306 A. WEBS 5A6=331/352'3-113-265/3132,7-13=238/439,8-13=732/600, B-11=145/465, ```��O-ry NOTES- 1) Unbalanced roof live loads haw been Considered for this design. NO 39� 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; B=45ft; L=5011; eave=5ft; Cal. II; Exp C; End., GCpi=0.1Q MWFRS (directional) and C-C Exterior(2) -14-0 to 36-0, Idlenor(1) 36-0 to 13-11-2, Extedor(2) 13-11-2 to = 32-8-14, Interior(1) 32-8-14 to 37-6-2 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber "0 DOL=1.60 plate grip DOL=1.60 E 3) Provide adequate drainage to preventwater porting. 41 This truss has been des! fora 100 sf bottom chord live load nonconafrent an other live loads 9 p y 5)'This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �j�(�`•••4ORSVT ••'`G,�`�` trussfit between the bottom chord and any other members, with BCDL= 10.0psf. �� SS •' \ � 10=7d� 6)Prromechanicalde mechanical truss Connection others) ss to Dealing plate capable of withstanding 100 lb uplift at joint(5)except Ut=lb)2=505, �41 1ONAl E,;%� 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Thomas A. Alba01 PE No.39380 MRek USA, Inc. FL Gert66M 69M Parke Fast Blvd. Tampa R.33610 Date: January 4,2016 ®wARNINe.Verily deslenpanmeMre and READ NOTES ON THIS AND INCLUDED lloy ( REEERANCE PAGE MIF1473 re¢1NOU1014 BEFORE USE Desgnvaldforme onNwith MDelAconnectors.ihk designisbowdonryuponpammetersshown, and uforonindividualblding cwnpanent.not � a truss,stem Before use, the building designermust verify the applicability of design parameters and property incorporate this design into the overall bWcs,ldedgn. Bmcingiodkatedmtopieventbucdingofiridividualfnmweband/orchordmembersanty. AdditroWitemporaryandpermanentbmCng MiTeW k s,Wa required for staborty and to prevent cdlopse with possible personal Injury, and property damage. fagerxxalguidance regarding the fabrication. storage. delivery, erecton and bracing of Avsses and truss systems,see ANSIRPII Quality Creed,DSB-89 and BCSI BVBdIng Component 69" Parke East BIW. SafetyInformatlon avaffable from Tmss Rate IrstrLite. 218 N. We Street, Suite 31Z Alexandria. VA=4. Tampa, FL 33510 Job Truss Truss Type Oty Ply Lot 2lake«ood pans ne3elu 897810M c1 JACK-0PEN TRUSS 12 1 Job Bf (Orxerraft _-••• •-•••_.. .-.-- mow•=��,=min.un,an„,an mc. moo aanwmomaomTn va,ol ID:BgDIOH2OVeg1NklsxoNemzyuULB-uPpz3H7bFyploaPRgYiWCVDWJCETOZNUfa11V9zynDh -14-0 I 0-10-15 1- . 0-10-15 LOADING (psf) SPACING- %0 CS1. DEFL. in (loc) NdeO UJI PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 7C 0.35 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 10.0 LumberDOL 1.25 BC 0.06 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HoaCrQ 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (fib/size) 3=0/Mechanical, 2=162/0-8.0, 4=l l/Mechaniral Max Horz 2=87(LC 10) Max UpliO3=3(LC 7), 2=-186(LC 10), 4=11(LC 1) Max Grav3=12(LC 6), 2=162(LC 1), 4=31(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or0-10-15 oc purdins. BOTCHORD Rigid ceiling directly applied or 10-0-O ocbracing. MiTek recommends that Stabilizers and required cross bracing be installed during Wss erection, in accordance with Stabilizer FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=30ft; B=45ft; L=50ft; eave=5ft; Cal. 11; Exp C; Encl., GCpi=0.18; M WFRS (directional) and C-C Comer(3) zone; porn left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This Wss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.O tall by 2-0.0 wide will "llT311 er d and any other ars fit members. 4)Refertogirder(s) for Wsseen the bottom tto truss A. Connections. `��P,S . 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 3, 4 except Qt=lb) 2=186. ,���0 ,.• C E .� �'1, ; 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. ` No 39' - - p�pS;ONAi 1,, Thomas A Albert PE No.39360 MRek USA Inc. FL Cent6694 6904 Parke East Blvd. Tampa R.33610 Data: January 4,2016 AWARNING -VedN dedgnPavmafem and READ NOTES ON IRIS MD INCLUDED MmM REFERANCE PAGE MIA747311. VIVII2015 BEFORE USE. r Design void foruse only with MICW connectors. This design b based only upon parameters shown and is far an lndrw'dual building component. not Wit us a Lsas sinless Before e. the buildive ng desgner must rily the appicab4ty of design parameters and properly kicox,ote this design Into the.11 ■ buBdvgdeign.Bracing Indicated is to prevent buckling of individual Wss, web and/or chard members Only. AddnSonaltemp andpenmanentbmaing MiTeK h ahvays reLluietl fonlabTN and to pevent coaapse with possble persaml Nlwyandpropertydomage. Forgenemlgudenceregardng the fabsicatan. storage.delivery. erectanandbmcing ofthosesondirusssystems.see ANSUIPII QualityCritena,DSB-89 and SCSI Building Companent 69M PaAe East Bud. Safelylnlormallon available fmm nuns flats lrntilute.218 N. Lee Skeet, Suite 312 Alexandra. VA 22314. Tampa, FL M10 Job Truss Truss Type Oty Ply Lot 2 Lakewood Pen: T7836118 89781034 civ Jeok-0pen Truss 2 1 ob R-Inrencza pros Ila East Plant City, Florida 1-0-0 LOADING(psf) SPACING- CS'_ TOLL 20.0 Plate Grip DOL %0 1.25 TC 0.35 TCDL 10.0 Lumber DOL 1.25 BC 0.07 BOLL 0.0 ' Rep Stress Ina YES WE 0.00 BCDL 10.0 Code FBC2014/TPI2007 (Matrix.M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPN0.2 REACTIONS. (Ib/size) 3=-6/Mechanical, 2=175/0-M, 4=1811vechanical Max Hom 2=87(LC 10) Max Upl1ft3=-6(LC 1), 2=-197(LC 10). 4=18(LC 1) Max Gmv3=16(LC 10), 2=175(LC 1).4=37(LC 10) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. Sep falM =11hIN DEFL. in (toe) uden Ud PLATES GRIP Vea(LL) 0.00 7 P999 240 MT20 2441190 Ved(TL) 0.00 7 >999 180 Horz(TL) 0.00 2 into n/a Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or0-10-15 oc punins. BOTCHORD Rigid cefling directly applied or 641-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;TCDL=5.Opsf; BCDL=S.OpsF h=30f; B=45N; L=50ft; eave=5f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.6D plate gap DOL=1.60 2) This muss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • 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 0t between the bottom chord and any other members. 4) Refer to girders) for truss to truss Connections. 5) Bearing at joint(s) 2 Considers parallel to grain value using ANSIITPI 1 angle to grein formula. Building designer should verify Capacity of bearing surface. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joint(s) 3; 4 except (t=1b) 2=197. 7)'SemFrigid pitchbreaks with fared heels' Member end fixity, model was used in the analysis and design of this truss. tiIIIIIIIIII11111 S No 39380. Thomas A. Albert PE No.39380 Mlfek NSA, Inc. FL Carl 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: January 4,2016 Alavu O-Wary ded,,Rararnelem and READ NOTES ON THIS AND INCLUDED MITEK WFERANCE PADEMe7a3 m. 1GD3120159EFORE USE sesses Design valid for we any with MeekO connectors. This design is based a* upars parameters shO.vn. and is ban Ndvldud boding campanenl. not ��' a truss system. Before use, the battling designermust very, the applicabliyoi design parameter and properly hcorporate Whin design Into the overall bWdingdesign.&acingindcafedetopreventb=Wmgofindividualtrvss b-and/crchwdmembenoNy. Additbnol temporaryaM pennaneni daclog MiTek' is always requved for stabSryand to prevent colloMe with pourate personal Injury and property damage. Forgeneralguidanaeregardng the fobrkolion.shnsdo,deWery, erection and boding of lenses and truss systems see ANSI/1P11 Ooality Celesta,DSB-w and BCSI Bunding Component 6904 Parw Ent BIM. Safely Information avaaoble earn Truss Hale Institute: 218 N. Lee Street. Suite 311 Alowncino. VA 22314, Tampa, R 33610 Job Truss Truss Type Dry Ply Lot 2 Lakewood Pads T)e3s11] 89]a1034 C3 Jack-0pen Truss Job re ce o tional wroeuaa tasL want ary, noma 1-4D LOADING trial) SPACING- 2-0-0 CSL DEFL in (loc) /deg L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 VolCL) -0.00 4-7 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES INS 0.00 Holz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=61/10echaniral, 2=220/0.8-Q 4=26/Mechamcal Basle=1:12.8 PLATES GRIP MT20 2441190 Weight: 12 to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 cc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. MiTek recommends that Stabilizers and required =as bracing be installed during buss erection, in accordance with Stabilizer Installation Ifulde, Max Horz 2=147(LC 10) . Max Uplift3=62(LC 10), 2=167(LC 10) Max Grav 3=69(LC 15), 2=220l 1), 4=44(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VultH50mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5.OpsF; h=30ft; B=45ft; L=5011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Conil zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load flonconcument 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. ��-^ ,` V�S1A„ N 4) Refer to girders) for truss to truss connections. - �"l 0 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100Ib uplift atjoint(s) 3 except Ot=lb) :% E N 2=167. 6) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this was. ` No�3931 C�> ONA' Thomas A Albans PE No.39380 MRek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa R.33610 Date: January 4,2016 ®WARN/NG-Verrty deelgnpammeMn and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIP7473 m, 10,10M015 BEFORE WE Deign valid for we only with MD.kO connectors. Thu design is boxed only upon parameters shown and In foran indNdual building carnpanen6 not a buss stem. Before use, the burring designer must verify the appecabLty of design parameters and properly Incarcerate this design into the overall buediWdesign. Bracing Indicated is to prevent bucV[hoofirdivduol 0us web and/orchad members only. ACdifanaltemporarvond;oennanentbroctno MiTek' is alwo, reamed forstabitty and to prevent cdlopse with Dossble peschalinjuryand property damage. Forgerreral guidarzeregardrg the fadication. storage. del ivery, erection and bracing of theses what ftwoestems. see ANSI/IPII quality Crowds, DSB 89 and BCSI Burring Component 69" Parke East BIM. Sorely InfsvnaNen ..o .ble fram Tmss Plot. baliNte:218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Temps. FL 33810 Job Truss Truss Type Oty Ply LOI2Lakewood Pack B3fi11a 89761aN C3V Jack -Open TmSa 2 1 , ob Reference o tional PmBuild East, Plant City, Finds ].8485 Sep 292015 MRek IMusUies, Inc Man Jan N 1O,Is472016 Page 1D:6gDIDH2OVegl NklsxoNemzyuULB-MbNLHd7DOGzcOk_ejGE91jmh3?Z6lQddtE1 a2bzynDg -1-4-0 2-10.15 1d0 2-10-15 3x4 % LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC. 0.35 TCDL 10.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 ' Rep Stress Inc, YES WB 0.00 BCDL 10.0 Code FBC201471P12007 (Matrix-M) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=66/Mechanical, 2=213/M-0, 4=29/Mechanical Max Horz 2=147(LC 10) Max Uplift3=-65(LC 10). 2=164(LC 10) Max Grant 3=76(LC 15), 2=213(LC 1), 4=49(LC 3) FORCES. (Is) -Max. Comp./Max. Ten, -All forces 250(Its) or less except when shown. Scale=1:12.8 DEFL. in (fee) I/deb - L/d PLATES GRIP Ven(LL) 0.01 4-7 >999 240 MT20 244/190 Ven(TL) -0.01 4-7 >999 180 Hom(TL) 0.00 3 n/a n/a Weight: 12111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek pacemmend that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation a NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCD1_=5.0psf; h=30ft; B=45ft; L=50ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcui ent 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 gi,der(s) for truss to truss connections. 5) Bearing at joints) 2 Considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3 except tit=11b) 2=164. 7) "SemFrigid pitchbmaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. J��pMPs, A. I No 3938Q ••nlllu.- Thonas A Albert PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blv& Tampa FL 33610 Date: January 4,2016 AWARNING- Vanydesign Panmetem and READNOTES ON TMS AND INCLUDED MITEx REFERANCE PAGE MIH473 ree 1NDY18f5 BEFORE USE Deslgnvalid foruse orNwith MgekOconnectoa. Thu design B based only upon pom.ohm shown, and b texas Individual boding component, not a truss system. Before use, the bun gdesignermuft verify the oppacabLtyof design pomnnefers and pmpestylncarpxafa the design mlo the overall mod Bracia,kilootedIstopseventbucklingofInsivklwlLuseweb and/or chard mammas any. Additional temporary and permanent bracing MiTek' ¢allays mpuved for stabTty all to prevent cdlopse with passible persond injury and property damage. Fexgeneml guidance regaaoiag the fa smation, storage. deliveryus , enecibn end bracing of muses and taxi systems, see ANSI/rPH Quality Cited,D5B89 and BC51 flooding Component 69N PalPS East Blot. SafetyInlonmallon avaocble from Tus Nate Infiluter 218 N. Lee Street. Suite312 Alexondda. VA 22314. Tampa, FL 33610 Job Truss Truss Type 0, Ply Lot 2 Lakewcod Park T)036118 897010M C5 Jack -Open Truss 8 1 bemn. (stational Plant City, Fiance 7.640 s Sep 292015 Mmck Industries. Inc. Mon Jan W 10:19:472016 Page 1 ID:6gDIOH2OVegl Nkl smNemzyuULS-MbNLHCDDGxcOk_ejGEgljmfa?X IOddtE1 a2ozynD9 -1i-0 I 4-10_15 1 140 4-10-15 Scala - 1:17.8 a1 14= LOADING (psQ SPACING- CSL TCLL 20.0 Plate Grip DOL %) 1.25 TC 0.57 TCDL 10.0 Lumber DOL 1.25 BC 0.23 BCLL 0.0 ' Rep Stress Inner YES WE 0.00 BCDL 10.0 Code FBC20141TP12DD7 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (lb/size) 3=109/Mechanica1, 2=315/O-8-0, 4=44/Mechanical Max Horz 2=208(LC 10) Max Upli113=115(1_C 10), 2=-200(LC 10) Max Grew 3=123(LC 15). 2=315(LC 1). 4=75(LC 3) FORCES. (Ib)-Manx. CompJMax. Ten. -All forces 250(Ib) or less except when shown. 4.,a,5 a-,a,5 DEFL, in floc) Well Ud Ved(LL) 0.03 4-7 >999 240 Vert(TL) -0.04 4-7 >999 180 HoaCrL) -0.00 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 18 lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or4-10-15 oc putting. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide, NOTES. 1) Wind: ASCE 7-10; Vuit=150mph (3-second gust) Vasd=116mph; TCDL=5.0ps, BCDL=S.Opsf; h=30ft; B=45111; L=50ft; eave-5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 3-8.0, Extedor(2) 3-M to 4-10.3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcumenl with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-64 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 beading plate Capable of withstanding 100111 uplift at joint(s) except Ql=1b) 3=115, 2=200. 6) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ��JDA'44 MO........EN No 39380 ;OR11 �ONA1- Thomas A. Alight PE No.39380 MITek US0.1nc. FL CeR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 AWARNINd-Vedfydesf9nparamefen and READ NOTES ON THIS AND INCLUDED MITES REFERANCEPAOE MO7473 rev. 1=142015 BEFORE ME Design wag for use only with MTeM comectors. This design h based only upon parameters shown. and Is for an lndrvidaal building comament.not �!' a "a system, Selene use, the building designer must verily the ars and pplacbilty of design po ameteproper, incorporate this costs n into the overall `■ buildugdaslgn. Bracing indicated Is to prevent buckling ofindv,duol tmaweb and/orchwd members only. Additbncl tempenary and pennanentbradn9 MiTeK 6 cWc,; rec,uked for stabIDry aM to Wevent eoeeme with possible personal injury and proper, damage. Forgenarat guidance negarcdng the feb,catlon.storage. derivery.erectbnand bracing oftsusses and lnnesystems,see ANSI/MI Quality Cigars. DSO.B? and SCSI Bending Component 69W Parke East BIM. 5ofe,lnfamallon avoibble from True pate lmtitute.218 N. Lee Street. Suite 312. Alexandria. VA 2ml4. Tampa. FL 33610 Jab Truss Truss Type Oty Ply Lot 2 Lakewood Park 889e1034 CSV JACK -OPEN TRUSS. 2 1 T 83B120 Job Reference fornion.11 F6.1 s,p, F.,oa 7.5405 Sep 2921315 Mmek Industries, Inc. Mon Jan 0410:19:482016 Page ID_6gDIOH2OVegl NkluoNe=YUULB-qoxjUama3T2uZgHzIOHwJnXPpvUtlm6un7alzynDf 1-0-0 3x4 Said = 1:17.6 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) 0.07 4-7 >793 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.08 4-7 >758 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.02 3 n/a We BCDL 10.0 Code FBC2014/IP12007 (Matfix-M) Weight: 181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD Structural wood sheathing directly appliedor4-10-15 arc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc trading. MiTekrecomTends that Stabilizers and required cross brecing be 1.stalletl dudng wss erection, in accordance with Stabilizer REACTIONS. fib/size) 3=124/Mechanlca1, 2=285/0-8-0, 4=59/Mechanical Max Horz 2=208(LC 10) Max Uplift3=427(LC 10), 2=178(LC 10) Max Grant 3=141(LC 15), 2=285(LC 1), 4=88(LC 3) FORCES. (ib)-Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf BCDL=5.Opsf; h=30N; B=45ft; L=50ft; eave=5ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -14-0 to 3-8-0. Ezledor(2) 3-8-0 to 4-103 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) a 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 BI between the bottom chard and anyother members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift aljoint(s) except Ct=1b) 3=127, 2=178. 7) °Serntrigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ,�poMpS, A I: \ G E N No 3931 OR%V- DNALE Thames A. Albanl PE No.39380 MiTek USA Inc. FL Cert 6534 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 AWARNING-VerltydeargnpmamefersandREAONOTES ONTHISANDINCLBDEDMITEKREFERANCEPACEWHO]m.1MD32015BEFOREUSE Design wild far use only with MneMDcomedian. Paid, design 0 based orty upon Parameters shown, and is for on IndMadd building component.not a truss system. Before use, the buWng designer must verily, the appfmbilty of design Parameters and Property incomomte this design Into the o ,,:M `■ buldingdeslgn. readmgIndicated ktoshavenlsucking of4divkuolhad web and/«chard members a*. Addifi mitempaaryarM =anentb eng MiTek' B always required forstabi4ty and to prevent collapse with possible persond Injury and Property damage. Forgenerol guldonce regarding the foblmtlon.storage, dervery, erection and broclng of trusser and truss systems,see ANSI/TPIIQ..Ry Cdteda,DSB-89and BCSl Bugwng Camp... a] 6904 Pad. East BIM. Safety Information avolablehom Tmss Rate lmtitute,218 N. Lea Street, Suite 312, Alexandre, VA 22314. Tampa, FL 33610 Job Truss Truss Type 0ty Ply Lat2Lekewaad Park 09i01034 07 Hall Hip Truss 1 •9 T1836121 .._.._... ___ _..._.. _ .. L ob o Sx8 = 2.4 Ira a. OH2OVegiNkls oNerr¢yuULB3W 7N2FUt CCdGIZIMP\ 1-12 8-1-12 I 354: 7A0 743e 7. 5x6 = 3x4 Scale = 1:76.8 6x8 = 14 36 37 38 13 39 40 41 12 42 43 q4 11 45 46 47 10 48 49 50 9 3x6 = 2x4 11 6x12 MT20HS = 3x4 = 6xl2 MT20HS = 6x6 = 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.99 Vert(CL) 0.67 12 >752 240 MT20 2441190 TOOL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL)-1.0112-13 >503 180 MT20HS 1871143 BOLL 0.0 ' Rep Stress [nor NO WB 0.75 Hoa(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 4281to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepl' TOP CHORD Structural wood sheathing directly applied, except end verticals. 35,5-7:2x4 SP M 31 BOTCHORD Rigid ceiling directly applied or 5-9-12 cc bracing. BOTCHORD 2x4 SP No.t WEBS 2x4 SP No.3 'Except' 3-13,543,6-12,7-11,8-10:2x4 SP No.2 REACTIONS. (lb/size) 2=306810-8-0, 9=3038/0-3-8 Max Hoa 2=275(LC 8). Max Upli02=1825(LC 8), 9=1787(LC 8) FORCES. (Ib)-Max. Comp-/Max.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 23=5938T3400, 3-18=5274/4898, 18-19=8274/4898, 19-20=-8274/4898 20-21=8274/4898, 21-22=5274/4898, 4-22=827414898, 4-23=-8306/4930. 23-24=5306/4930, 24-25=-8306/4930, 5-25=8306/4930, 5.26=-9206/5430, 26-27=-9206/5430, 27-28=-9206/5430, 6-28=-9206/5430, 6-29=8228/4857, 2930=-8228/4857, 30-31=.8228/4857, 31-32=5228/4857, 7-32=8228/4857, 733=5164/3035; 33-34=5164/3035, 34-35=5164/3035, 8-35=516413035. 8-9=2908/1833 BOTCHORD 811 ,q�e♦♦♦i 1338=3114/5233,13.39-5448/9216339-40=9448/9216340-41-5448/9216, �,,`MPS1A 1241=-5448/9216,1242=4816/8177,42-43=4816/8177,43-44=4816/8177, `%% Q •.•' E N $�•, 9/L/ ♦♦♦ 1144=4816/8177, 1145=3103/5258, 45-46=3103/5258, 4647=3103/5258, /�'r; �\ ii 1047=-3103/5258 `�� WEBS 3-14=9/641,3-13=2036/3410,4-13=78U772,5-13=-1021/642,5-12=-250/451, No 39380 6-12=698/1153,6.11=-1233/1015,7-11=1967/3331,7-10=-2291/1672, 8-10=3348/5701 �f NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 now at 0-9-0 cc. Z + - ' E - Bottom chords connected as follows: 2x4 - l row at 0-9-0 cc. _ • Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads ♦♦♦ • (. p R , Q_ •. ,�� are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply ♦ s _`�? ♦♦♦♦S�Q ••••••�` connections have been provided to distribute only loads noted as or(B), unless otherwise indicated. I♦�18111%11 3) Unbalanced mot live loads have been considered for this design. 1„�\ 4) Wind: ASCE 7-10; Vut1=150mph (3-second gust) Vasd=116mph;TCDL=S.Opsf, BCD1_=5,0psf{ h=308; B=45fl; L=500; eave=50; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 ThDmasANbanl PE N0.39380 5) Provide adequate drainage to prevent water pending. Wilk USA Inc. FL Cell 6634 6) All plates are MT20 plates unless otherwise Indicated. 6904 Parke East Blvd. Tampa R.33610 7) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrenl with any other live loads. Date: 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectanale 3-6-0 tall by 2-0-0 wide will January 4,2016 AwA lma-Venrxdeagnparamefev—dN ONOTESONTHISAHDINCLODWMffMRFFENANCEPACEM1V47172Te¢I MM015BEFOREME Design vard roruse on?/with MIleMpomectors. This design B based only upon parameter shorn and k faran Ind laud bWGng component, not tnxd system. Before,ae. the b0Bdm9 designer.,t venal the appBcabily of design parameters and pmpe0y Incorporate thv design into the overall butpiNdesign. 9racmg Pdicatetl&to pevent bmkrng of individual Win web and/or chortl member c*. Additional tempaay and pemwnent bracing MiTek- h always wouaed forstabEy and possible to prevent collapse with personal hiWond popery damage. Forgeneml guidance mflordmg the rabrlccfem. storage, deAvery, erection and bracing of trusses and muss systems. see ANSVTPIIpoally CtBeda,DSB.89and BalS.ndtng Cnmpgnenl 69" Palle East Blvd. Saley lnlprmWion ava3oblefmmTrvisHate Nstibte, ZIBN. Lee Sheet Buite3i2 Alexantlrla, VA 2231d. Tampa, FL 33610 Job Truss Truss TyPe pty Ply Lor2Lakew�od Pas T]836121 89701036 DT Hal/Hip Truss 1 2 rence o do PeoBu,ld East, Plant City, Roada _ 7.840s5ep 292015 Mires Industries, Ina Mon Jan 04 10:19:57 2016 Paget NOTES- ID:6gDI0H2OVeglNklsxoNemzyuULB3W_7N2FUfLCCGGIZIMPVBgAET1Os5mK5BnS600zynDW 9) Bearing atfoint(s) 9 Considers parallel to grain value using ANSlrrPl 1 angle to grain formula. Building designer should verify Capacity of beadng surface. 10) Provide mechanical Connection (by others) of truss to beadng plate Capable of withstanding 100 he uplift atjoint(s) except (t=1b) 2=1825, 9=1787. 11) "Semirigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 1891b dawn and 218 lb up at 7-0-0, 87 He dawn and 164 Ib up at 9-0-12, 87 lb down and 164 lb up at 11-0-12. 87111 down and 164 to up at 13-0-12, 87 lb down and 164 lb up at 15.0-12, 87 He down and 164 lb up at 17-0-12, 87 lb down and 164 He up at 19-0-12, 87 lb dawn and 164111 up al 21-0-12, 871b down and 1641b up at 23-0-12, 871b dawn and 1641b up at 25-0.12, 8711a down and 1641b up at 27-0-12, 87 lb down and 1641b up at 29-0-12, 871b down and 164 lb up at 31-0-12, 871b down and 1641b up at 33-0-12, 871b down and 1641b up at 35-0-12, 871b down and 164 Ibup at 37-0-12, and 871b down and 164 lb up at 39-0A2, and 87lb down and 164lb up at 41-0-12 on top chord, and 326 lb down and 142 lb up at 7-", 651b down at 9-0-12, 651b down al 11-0-12, 651b down al 13.0-12, 651b down at 15-0-12. 65111 down at 17-0-12. 651b dawn at 19-0-12, 65 lb dawn at 21-0-12, 651b down al 23-D-12, 651b down al 25-042, 65 Ib tlown al 27-0-12. 65 lb dawn at 29-0-12, 6516 down al 31-0-12, 651b down at 33.0-12, 65 He down at 35-0-12, 65111 down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 on bottom Chord. The design/selection O1 such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads tell) Vert: 1-3=-60, 3-8=-60, 9-15=20 Concentrated Loads (Ib) Vert: 3=189(B) 5=-87(B) 14=-310(B) 12=40(B) 7=87(B) 10=-40(B)18=87(B) 19=-87(B) 21=-87(B) 23=87(5) 24=-87(B) 25=87(B) 26=87(B) 27=-87(B) 28=87(B) 30=-87(8) 31=87(B) 32=-87(6) 33=-87(B) 34=87(B) 35=-87(B) 36=-40(B) 37=40(B) 38=40(B) 39=40(B) 40=40(B) 41=-40(B) 42=40(B) 43=40(8) 44=40(B) 45=-40(B) 46=40(B) 47=40(B) 48�40(8) 49=40(B) 50=-00(B) ® WARNING -Verily designparamefen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W47473 u¢ VVDY2015 BEFORE ME. Design valid for use Onry with MTcIsg connectors. This design h based onryvpan pa0meters shown. and is for on rnefMdual buWng core conenl, not Inca system. Before use. the buldma designer must verity the appf abSly of design parameters and pmpedy Ncorpomte ink design into the owxan buldingdesign. Bracing worcated is to prevent bucking of Irate 0l inrss web and]orChand members arty. Additbrwltempaayandpennanentbmchg MiTek' h otways required fa stabiky and to prevent colopse with possible personal hyury and propeM damage.Forgersami guidonce regonfmg fie fabrication, storage, delivery, erection and bracing of trusses and MAs i stem, see ANSp1P11 Quaint, Crnerl 1)5s-69 and Bat Building Component 69N Palle East BIM. SMetplydorma0oa ovOoble fmm)mss Hate lmtilete.218 N. Lee Sheet, Suifeill2 Alexandria„ VA 2MI4. Tampa. FL 33810 Job Truss Truss Type Q1y Ply Lot 2 Lal-0,xi Park T e36122 09701031 09 Hal(Hip Truss 1 1 0b a ere liana muuua kasi. vun. cq. noma 7.640 s 6, 292015 Mink ln0us0ias, Inc. Man Jan 0410:19:502016 Pa9e1 ID:6gDIDH2OVegl Nkl sxoNemeyuULB.XjXVaOG6QeK2EQMs4iMhljSlRSugE1 FPRCfxSzynDV (1.40 BJ8 a-0-0 174412 2L 2 33-10-12 42-38 1411 8-3E 2-8-10 64-12 8-3-0 &3-0 &412 C 2 1 Scale =1:76a 5x8 = 5x6 = 5x8 = 5x0 = 5,,6 = 6.00 F12 4 19 20 21 5 6 22 23 7 24 6 2x4 N\ 3 x8 STP = 3x6 i 15 14 13 3x4 = 4x12 = 3x6 — 12 t1 10 9 5x8 = 4A2 = 54 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 3x6 i 15 14 13 3x4 = 4x12 = 3x6 — 12 t1 10 9 5x8 = 4A2 = 54 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL L25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC20141TP12007 CSI. TC 0.80 BC 0.72 WB 0.66 (Matrix-M) DEFL. Ven(LL) Ver=) He (TL) in (too) I/dell L/d 0.4812-13 -999 240 -0.8412-13 -602 180 0.18 9 n/a We PLATES GRIP MT20 2441190 Weight: 221 lb FT=20% LUMBER. BRACING - TOP CHORD 20 SP M 31 •Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except 1-4: 2x4 SP No.2, 66,6-7: 2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-0-14 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 8-9, 4-13, 5-12, 7-12, 8-10 4-13,5-12,7-12,8-10: 2x4 SP No.2 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=1777/D-8-0, 9=1675/0-3A Max Harz 2=336(LC 10) Max UpIrt2=963(LC 10), 9=875(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 23=3125/1945, 3-4=2919/1865, 4-19=-3820/2359, 19-20=-382012359, 20.21=382012359, 5-21=382012359, 5-6=-3757/'2210, 6-22=-3757/2210, 22-23=3757/2210, 7-23=3757/2210, 7-24=253811476, 8-24=-2538/1476, 8-9=1599/1030 BOT CHORD 2-15=1941/2713, 14-15=1725/2595, 13-14=172512595, 12-13=2373/3836, 11-12=-15D4/2576, 10.11=-1504/2576 WEBS 3-15=-2347-12=8 0/135447-10 71205/895, 8-10- 1656/285313=-533/426, 6-12=-058/389, tt,-r, 111111111 11 - %%%%� , NOTES- ; •�� S(.` ,�L� 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIH50mph (3-second gust) Vasd=1I6mph;TCDL=5.Opsf; BCDL=5.Opsh h=30ft; B=45ft; L=50ft; eave=5fl; Cal. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) -1-4-0 to I"A 4, Intedor(l) 16-0-14 to 37-1-12, Exterior(2) 37-1-12 ` Z No 39380, to 42-1-12 zone;C-C for members and tomes B MWFRS for reactions shown; Lumber DOL-1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. -� 4) This truss has been designed for a 10.0 psf bottom chord live load noncon W Rent 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 36-0 tall by 2-M wide will E fit between the bottom chord and any other members. i 2 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSIrrPI i angle to grain formula. Building designer should venfy capacity of surface.'(C �jg O R IV." ��� % ��,Sjs�O 7) Provide cal connection (by others) of truss to bearing capable of withstanding 100 lb uplift at except 6I=1b) 2=963, N A, plate joint(s) 7denmechan 9 8 1�``%%% 8)'SemFdgid pitchbyeaks with fixed heels' Member end fudty model was used in the analysis and design of this truss. Thomas A. Alban( PE No.39380 MITek USA Ine. FL Cen 6634 6904 Parke East Blvd. Tampa FL33610 Date: January 4,2016 Job Trues TN33 Type Dty Ply Ut2 LakewoN PaA V836123 897810M 1011 Hip Truss 1 1 ob a er do al mound aasx ram s;ny, narwa L64O a Sep 292015 MTek industries, Inc. Man Jan U 10:19:492316 Page ID:fig010H20Veg1Nk1sxoNemzyuULB-I_ V5iJgMBK280ghGdg8wgp3n08FwLYWh6UzynDe 1�-a-0I ]-ss I 11-o-o lsae 27-4.12 3sao I az-a6 1-4-0 7-59 3F]e-1-8 83-4 67.8 Scale=1:76.8 i i 8Qa1 :1 LOADING (pan TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 5x8 = 5x8 = 5.8 = 5x8 = 15 r1 3x4= 4x12= SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP No.2 •Except• 45,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. gb(size) 2=1779/0-8-0, 9=1673/0-3A Max Hoyt 2=198(LC 10) Max Uplig2=-975(LC 10). 9=-863(LC 10) Max Grav 2=1801(LC 15). 9=1673(LC 1) 13 <' 12 .. 4J 10 3x4 = 10s14 as 3x8 = 2x4 = CSI. DEFL. in goc) I/deg Ud PLATES GRIP TC 0.92 Vert(LL) 0.3412-13 >999 240 MT20 2441190 BC 0.85 Vert(TL) -0.66 15-18 >763 180 WB 0.95 Horz(Q 0.16 9 n/a n/a (Matdx-M) Weight: 2251b FT 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 so pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. WEBS 1 Row at midpt 5-12. 7-12 Mr fek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide FORCES. (Ib)-Max. Comp./Max. Ten. -All forms 250.(Ib) or less except when shown. TOP CHORD 23=-3070/2045, 3-4=-2808/1916, 4-19=3195/2207,.19-20=3195/2207, 20.21=3195/2207, 5-21=3195/2207, 55=2953/2034, 6-22=-2955/2035, 7-22=2955/2035,7-8=-1996/1306, 8-9=-1614/1129 BOT CHORD 2-15=1827/2766, 15-23=-1515/2537, 14-23=1515/2537, 13-14=1515/2537, 13-24=-1957/3223, 12-24=-1957/3223, 14-12=1017/1698, 11-25=101711698, , -^ tikcJll loll///C 10-25=-1017/1698 16` Ill WEBS 6-12=515/466,7-12=-914/156447-10=41614114,&10�071/173912�90/222, �O P•••„ NOTES- ��: �.\C'ENSt�•'9•jyt 1) Unbalanced mot live loads have been considered for this design. NO 39380. 2) Wind: ASCE 7-10; Vult=150mph (3second gust) Vasd=116mph;TCDL=5.Opsh BCDL=5Bpsh h=30ft; B=45ft; L=50ft; eave=511; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directions]) and C-C Extedor(2) -1-0-0 to 18-0-14, Interior(1) 18-0-14 to 28-7-2, Extedor(2) 28-7-2 to = 35-8-Ozone;C-Cfor members and forms& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. E .: 4) This truss has been designed fora 10.0 per bottom chord live load nonconcurrent with any ether 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 tit between the bottom chord and any other members, with BCDL = I O.Opsf. O R 5 . ' �� ? l 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI7rPI I angle to grain formula. Building designer should verify capacity ,Il ssa........ �\ �% of beading surface. 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100fig uplift at joints) except at=lb) 2=975, l�l 1O N A, 01�\�, 9=863. - - - — -- ThDmaSAAlbanl PE No.39380 8) Semi-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. ThomIfIfirel; USA, Inc. FL E N .393 6634 6904 Parke East Blvd. Tempe FL 33610 Date: January 4,2016 AWARNING-Vertrydealgaparamerera and READ NOTES ON THIS AND INCLUDED MITE( REFeRANDE PACE MUTT ,, fackorSDUOREW& ��• Design yard fause only with MileL® connectors, The design B based only upon pcmmelea shown, Wells faan Individual building component. not a taws system. Before use, the buiding designer must verT, the applical tity of design parameters and vope ty incamarate this dedgn Into the overall bWd4gdesign. Bracing Lxecated is to prevent beetling of individual lows weband/acha'd members only. Addtianaltemp gondpermanentbmchg MiTeW b aWv aquFed faalabSty and to prevent collapsewith possible personollnjuy and property damage. Forgererolguidanceregarding the fabreation,storage. denvery. erection and bradrg of busses and puss retains, see ANSI I'll Cleanly Criers, DSB.89 and BCSI funding Component 6904 Pares East Blvd. Safey Wanna8an ovafoble tram Truss Rote IrstBute. 218 N. We Street. Suite 311 Alexondda. VA 22314. Tempe, FL 32610 Job Truss Nee Type City Ply tgl2l.akewppa PBA 836124 09701ou 013 Hip Truss 1 1 o efere o tl na aa, rmm l%M. ndoda 7.640aSep 292015 MITek lndusties. Ina Mon Jan 04 10:10:50 2016 Page' ID:6gD10H2OVegl Nkl sxoNemzyuULB-mA3TveA51 WBHCJCOOnsML04PDOwyZ13ZCGEewzynDd 11-2-0 1}0.0 20-11.0 2&10-0 33$-0 i 38-1-13 42-3-8 14-0 7-11 !a 1-10.0 ]-11-0 ]-11-0 410.0 4513 41-11 Scale=1:60.1 6.00 12 Safi 2x4 II 6x12 MT20HS = 5x8 = 20 19 je 14 13 12 11 3x6 5x6 = 2x4- II 2x4 II 442 = 54 II LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) Aden Vd PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.85 Vert(LL) 0.491fi-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(R)-1.1416-17 >444 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.94 Horz(TL) 0.43 11 n/a n/a BCDL 10.0 Cade FBC2014rTP12007 (Matdx-M) Weight: 253 lb Ff=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-0 no purling, except 5-7: 2x4 SP M 31 end verticals. BOTCHORD 2x4 SP No.2•ExcepV BOTCHORD Rigid ceiling directly applied or 2-2-0 no bracing. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-10, 13-15 WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 815, 9-11 17-20: 2x4 SP Ne.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/Size) 2=1800/048-0, 11=1694/0-M Max Haz 2=224(LC 9) Max UpliB2=966(1_C 10), 11=851(LC 10) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250(Ib) or less except when shown. TOP CHORD 2-24=3136/1947, 24.25=3032/1960, 3-25=-2991/1975, 3-4=43262840, 45=4279/2898, 5.26=402012701, 26-27=4020/2701, 6-27=40202701, 6-28=401012692, 28-29=-0010/2692, 7-29=4010/2692, 7-8=356412427, 8.9=2061/1443 BOTCHORD 2-20=-1747/2712, 16-17=1997/3314. 15-16=2125/3618, 7-15=666/520, 11-12=949/1427 _ ,Ip11111/1j1 WEBS 9-2=148/555, 9-11=22023/28021' 310761923,815=-14732458?8� 2=80 88295 • ANg • A(e �I�,, NOTES- 1) Unbalanced roof live loads have been considered for this design. No 39380. 2) Wind: ASCE 7-10; Vul1=159mph (3-second gust) Vasd=416mph; TCDL=5.Opsf BCDL=5.OpsF h=30ft; B=451q L=50ft; eave=5ft; Cat. II; Exp C; End., GCpi=D.18; MWFRS (directional) and C-C Exledor(2)-1-4-0 to 38-0, Interior(l) 3-8-0 to 5.11-2, Exlenor(2) 5-11-2 to 13-0-0. Intedor(1)20-0-14 to 26-7-2. Extedor(2)338-0 to 42-1-12 zone;C-Cfor members and forces B MWFRS for reactions shaven; '-0 Lumber DOL=1.60 plate grip DOL=1.60 E 3) Provide adequate drainage to prevent water pending. 4) Al plates are MT20 plates unless otherwise Indicated. i• •'_�� 5) This truss has been designed fare 10.0 psf bottom chord live load noncenwrrenlwith anyother live loads. �j�(CS •:(. 0 R %1D 6) • This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit any other members. 7)Bearineen the at'oints)11 considers ottom chord and to value ANSUfPl I angle to rain formula. Building designer should verify capacity p��S1ONA� IE, 9 1 O P 9 9_ 9 9 9 9 nfY P Y ofbearing mechanical - - - ' Thomas A Alban! PE No.39380 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except at=1b) 2=966, Mlfek USA, Inc. FL Gent 6634 11=851. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity,model was used In the analysts and design of this truss. Parke fast Blvd. Tampa FL 33610ss. Data. January 4,2016 Job Trues Truss Type pry Ply toh z Lakewoa4 part 038125 08701034 D15 Hip Tmss 1 1 ob ceo ' 8-0-0 - 5.10.0 - 2-10-0 6.1-13 6.00 12 5x8 = 2x4 11 5x12 = 5 27 6 28 29 730 a sole=1:80.1 B I1 21 20 " 3x4 = 14 13 12 3b 11 3x6 Sib = 2x4 II 2x4 II 5.12 = Sao II LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 1 Code FBC2014/rP12007 LUMBER. TOP CHORD 2x4 SP No.2 'Except' ": 2x4 SPM 31 BOTCHORD 2x4 SP No.1 *Except' 2-19: 20 SP No.2, 4-20,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 18-21: 2x4 SP No.2 DEFL. in (hoc) Udell Ud PLATES GRIP Vert(LL) 0.44 19 >999 240 MT20 244/190 Vert(TL)-0.9315-17 >543 180 Horz(TL) 0.40 11 n/a n/a Weight: 259111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-3 0o purins, except end verticals. BOTCHORD Rigid calling directly applied or4-5.6 ac bracing. Except: 6-0-0 oc bracing: 13-15 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 6-15, 8-12, 9-11 MiTek recommends that Stabilizers and required Gross bracing be installed during truss eremion, in accordance with Stabilizer Installation Guide. REACTIONS. (Ib/size) 2=1800/D-8-0, 11=1694/038 Max Horz 2=262(LC 9) Max Uplifl2=-966(LC 10), 77=851(LC 10) Max Gray 2=1823(LC 15). 11=1699(LC 16) FORCES. (Ib)-Max. Cori Ten. -Ail forces 250(Ib) or less except when shown. TOP CHORD 2-25=3145/1938, 3-25=a058/1966, 3-26=-0447/2850, 4-26=4438/2864, 4-5=4477/3013, 6-27=-3207/2232, 6-27=320712232, 6-28=-2791/2034, 28-29=2791/2034, CSI. TC 0.85 BC 0.87 WB 0.94 (MaMx-M) 29-30=-2791/2034, 7-30=27912034, 7-8=2772/2024, 8-9=2099/1519 I BOTCHORD 2-21=1717/2886,4-18=1991276,18-31=1736/3065. 31-32=1736/3065, "S A ,,`, 0 ..... 15.34=1930/3250, 12-35=-107511584, 355--36=1075/1584, 77-36=107511584 �%% E N WEBS 3-21=1542/1030, 18-21=-193113302, 3-18=686/1262, 5-18=1063/1719, 5-17=-122/530, 6-15=671/429, 12-15=-1200/2256,8-15=1383/2292,8-12=1375/819,9-12=-64/408, 9-11=2078/1450 No 39£ NOTES. 1) unbalanced mot live loads have been considered for this design. = -9 2) Wind: ASCE9-10; Vul1=150mph (3-second gust) Vasd=716mph; TCDL=5.Opst; BCDL=5.Opsf, h=30ft; B=45ft; L=50ft; eave=511; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional) and C-C Extedar(2)-7-4-0 to 3-8-0, Interior(7) 3.8-0 to 7-11-2, Extedor(2) 7-11-2 to E 15-0.0, Intenor(1)22.0-14to 24-7-2, EMedor(2)31-8-0 to 42-1-12 zone;C-C for members andfomes& MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 1�' 0j �`•'• �. O 1 plate grip R �I S 3) Provide adequate drainage to prevent water pending. ••A1 for r 10.0 psf bottom chord has been esigned ve load inn whereother poS��NA� fogned alive 5)* ThiswUuss has been dss a live load of 20. pst on the bottom chord all aent rth eas s rectangle 3-6-0 tall by 2-0-0 wide will hl between the bottom chord and any other members, with BCDL = 10.Opsf. Thomas A. AlbaBl PE No.39380 6)Bearing at joint(s) 1 l considers parallel to grain value using ANSIrrPI l angle to grain formula. Building designer should verify capacity MITek USA, Inc. FL Cell6634 of bearing surface. 6904 Parka East Blvd. Tampa FL33610 7) Previde mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001to uplift at joint(s) except 0t=1b) 2=966, Date: 11=851. 8)'SemWgid pitchbreaks with fixed heels" Member end exiry, model was used in the analysis and design of this truss. January 4,2016 AWARNING -VnHy Eesrenpanmefen and READ NOTES ON THIS AND INCLUDED 6IRE FERANCEPAGEN147473me IMM015BEFOREWE Designvead tonne.,W Wfh MBek®connecfws. The design b based oky upon Dorarreters Shawn. and a force Individual buldmg component, not aI., s/ntem. Berate ue. the building doel ner must veray the applkablity ofdesign pvameters and peaerly lncorpaate this design Into the overall bWdngduaf,, &acmgl ecatedhtopreventb.Vk gotOdwvi l0 sw band/archordmembersoNy. AddfionalfemporaycMpe omnlbracing MiTek' hoWc,s required for0ablltyantl to prevent collapse with assble personal Njury and propedY damage. ForgeneralgaiCaneeregarding the fobrcation. storage, delivery. erection and brodrg of tenses and miss systems, see ANSIjTNI quality Lanett,DSB-89 and BCSI Building Component 69N Parke East BIW. Saletylnformallon avalablefmm TmssNate Institute,218 N. lee Sheet, Suite312 Alexandria, VA 22314. T.R. FL 33810 Job TNss Truss Type pry Ply Lot 2 Lake Park WON 89]01034 D15 Hip Tm 1 1 ]036125ss ob ce D ' cmt Plant City. Farda ]A4a s Bep 202015 forges Industries, Inc. Man Jan 0410:19:512016 Paget ID:6gDIOH2OVeglNklszoNem2yuULB-EMos6 Aj3VR2vLIPy6l5vZxFHdlwhD?Dos?oBMzynDc A wepul•partly chelpa paramohn and READ NOTES ON TWIS AND INCLUDED Ml HEFERANCE PAGEMb7413 rev. 10N=015 BEFORE USE Design valid for we only with MDekm connectors, ma design is based only u lammeters shorn, end is for on refiidud bu0dng component, not a tmss system. Before arse, the buildNg designer must vent, the opp0cabmly of east, parameters and p ioely hadrodecte Ill design Into the overdl bWdingdesign Brach, txLcated 8 to prevent buckling of rervidud truss web ond]Orchordmembers only. AddiNarwltempmaryardpennorsentbmcing MiTek' a always required for stabSt, orW to Prevent cdlapse with possiGe personal njury and properly daml forgeneral guidance regardng the fabricatlon,storage.delivery. erection and breclrg of tenses and toss form. see Al Quarry Caleda,D5B-89 and SCSI Ba0sing Component 69N Parke East Blvd. Suff*inlormatbn pva0oblefremiNss%delmtiNle:218 N.1ee Street. SWte 312 Akxandno. VA 22314. Tampa, FL 33B10 Job Truss Truss Type pry Ply La12 LakewooG Pa,k T 8361M 69781031 O1] Hip Tmu 1 1 , pb e e !lane ID:6gDIOH2OVegiNkisxoNemzyuULB-iZAEKKBMgoavWVtbWppKSmTOZ03FO5VM1VvlLjprynDb 1IVI S38 172.d7e8 I 3151-21-0 17. MO 12 P12 I I 42J-B 6-0-0 518-4 6_9-0 Stale=182.2 6.00 12 1.5xB STP = 1 5x8 = 2x4 II 7 5x8 = 22 21 14 13 12 11 3x8 = 44 = 2x4 I 2.4 It 4x12 = 2x4 LOADING(psf) SPACING- %0 I CSI. DEFL. in (loc) Ilde0 Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 125 TC 1.00 Vert(LL) 0.59 20 >854 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL)-1.251&19 1405 180 BCLL 0.0 • Rep Stress Ina YES WB 0.98 Haz(TL) OAS 11 r1a n1a BCDL 10.0 Code FBC2014/TPI2007 (Matdx.M) Weight: 2671b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No2•Except• BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. Except: 2-20,17-19: 2x4 SP No.1, 4-21,8-13: 2x4 SP No.3 10-M oc bracing: 19.21, 1&15 WEBS 2x4 SP No.3 •ExcepC WEBS 1 Row at midpt 5-18, 10-12 19-22,3-19: 2x4 SP No.2 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 2=1810/0-8-0, 11=1698/0-3-8 Max Hom 2=300(LC 9) Max Uplifl2=-982(LC 10). 11=847(LC 10) Max Gmv 2=1827(LC 15). 11=1698(LC 1) FORCES. (to) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-26=.3125/1892, 3-26=3050/1911, 3-0=-6474/3885, 4-27=6549/3924, 5.27=-6483/3938, 5-8=-3053/2081, 6.7=2729/2059, 7-28=-2729/2059, 28-29=2729/2059, 8-29=-2729/2059,8-9=-2673/1895,9-30=1875/1392,30-31=1897/1385, 10-31=-2031/1376, 10-11=-1634/1183 BOTCHORD 2.22=1681/2911,18-19=2375/4042,17-18=1474/2794,16-17=-1474/2794, , _A\SfA TT1< 16-32=-1296/2353, 15-32=-1296/2354,8-15=2H/568 \\\\`\r, JI 5-19=-1381127 WEBS e-16=388/ 9189- 2=1041/820, 10� 2=-l116/1778, 12-15=1152/1814, 9-15- 202808, %% 0 •.• ........ 9. 3-22=-2666/1599,19-22=2152/3796,3-19=1736/3150 ``� •�� S�C'••2j i' NOTES- No 39380. 1) Unbalanced roof live loads have been considered forthis design. ; 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd-l16mph; TCDL=5.Opst, BCDL=5.Opsf; h=300; B=4511; L=50D; eave=511; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Fxledor(2)-14-0 to 3A-0, Interior(1) 3-8-0 to 311-2,Extedor(2) 9-11-2 to 36-8-14, Interior(1) 36-8-14 to 37-1-12 zone;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 %.r E 3) Provide adequate drainage to prevent water ponding. i• �1 `� 4) This muss has been designed fora 10.0 psf bottom chore live load noncencumenl with any other live loads. �� (C •••; R \ �r• Q 5) • This muss has been designed for a live load of 20.Opsf on the bottom Thom in all areas where a rectangle 3.6-0 [all by 2.0.0 wide will �e fit 6 Bearing at joint(s) bottomeen the ) II considers parallell` grain value sin ANSVTP101 angle to rain formula. Building designer should ved capacity '��"/1O NA; \E\\�` ri 1 U P 9 9 9 9 9 9. b P tY - ofovide mechanical -- - Thomas A Alhanl PE No.39380 7)11=847 mechanical connection (by others)of truss to beadng plate capable of withstanding 7001b uplift at Jolnt(s)except 6I=1b)2=982, MITek USA, Inc. FL Dart 6634 11=847. B)'Semi-rigid pilchbreaks with fixed heels' Member end fixity rootlet was used in the analysts and design of this truss. Parke East Blvd. Tampa FL 33610ss. Date: January 4,2016 Job Truss Truss Type Dry Ply W2 Ulereeorl Park 03612 89701aM DiB .Hip Truss 1 1 , ob ran pti.nall rmauua easy ream aly, rlonaa 5x8 i 5 6x12 W20HS UB %25 4 3 1.5x8 STP= e P as 4 MT20HS = 17, 5x8 21 20 19 4x12 = 5x6 = 3A II sea 5x6 = 6 16 29 5x12 = MOn Jan W 10.19:53 2010 Page 1 W KZ_Obm00_9vaVG9UuFF. 42-3 8 &10E 5x8 = 2x4 II 726 8 27 4x6 10 15 14 13 12 11 2x4 II 4x12 = 2x4 = Scale = 1:82.2 Plate Offsets (X,Y) - [2:D-0-0,0-0-4], [3:0-5-8,03-0], [5:0-0-0,0-3.0], [6:038,0-2-4j, [7:038,0-2-0], [9:0-0-0,0-3-0], [10:0-3-0,0-1-8], [15:0-0-12,0-2-8], [16:0-6-0,0-3-0], [17:0-3-12 .0-2-41. 118:0-44 2.OA-01 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (too) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.65 Vert(LL) 0.83 19 >612 240 MT20 244/190 TCDL 10.0 LumberDOL 1.25 BC 0.83 Vert(TL) -1.35 19 >373 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.66 11 n/a n/a BCDL 10.0 Code FBC2014rfP12007 (Matrix-M) Weight: 270 lb. FT or 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-7-12 be pudins, except 6-7: 2x4 SP M 31, 15: 20 SP No.1 end verticals. BOT CHORD 2x4 SP M 31'Fxcept' BOT CHORD Rigid ceiling directly applied or3-7-12 be bracing. Except: 4-20,15-15:2x4 SP No.1, 8-13: 2x4 SP No.3, 11-14:2x4 SP No.2 10-0.0 ocbracing: 18-20, 13-15 WEBS 2x4 SP No.3'Eccept' WEBS i Raw at midpt 4-17. 5-16, 10-12 18-21: 2x4 SP No.2, 3-18:2x4 SP No.1 MiTek recommends that Stabilizers and required =as bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1817/0.8-0, 11=1681/0-3A Max Hoe 2=338(LC 9) Max UpNft2=-968(1_C 10), 41=846(LC 10) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(to) or less except when shown. TOP CHORD 23=284011699, 3-4=83D2/4863, 4-25-3898/2512, 5.25=3774/2514, 5-6=2700/1880, 6-26=-2329/1793, 7-26=2329/1793,7-8=-2477/1937,8-27=-2574/1820, 9-27=2590/1792, 9-28=1854/1347, 10-28=201SM330, 10-11=1617/1144 BOTCHORD 2-21=-1505/2611,20-21=153/250,4-18=-14442731,17-18=-0414/7886, 9=1 ",SfA /„l 16-17=2056/3614, 16-21492134, 29-30=1149/2134, 1530=-1149/2134, \\` , , A� 8-15=192/267 WEBS 5-116 1408/ 65, 6-&6=1342f761,7d6= 130/418377-15=434R 0312-05-71110/1 267855, �\ �P p -*\C E N S 9-15=174/691, 9-12=973f759, 10-12=1068/1761 `,,���0 No 39380. NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; B=45ft; L=500; eave=5ft; Cat. II; .� Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 3-10-14, Intedar(1) 3-10-14 to 11-11-2, Extedor(2)11-11-2 to 34-8-14, Intedor(1) 34-&14 to 37-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plater E • ` grip DOL=1.60 • ��j D._`� 3) Pmvitle adequate drainage to prevent water Cording. 4) All plates are MT20 plates unless otherwise indicated. •: OR\\, ��I SLS '••" \��� ���� 5) This truss has been designed for a 10.0 psf bottom chord t obottom 111N A \\` � 6) * This truss has been designed for a live load of 20. psf on the chord tin all alreas where allrectangle 3-6-0 tall by 2-0-0 wide will 40\ fit between the bottom chord and any other members, with BCDL=IO.Opsf.-- - - PE Thomas A. NbanI PE No.39380 TMffekhom 7) Bearing at joints) 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify Capacity USA Inc. FL Cert of bearing surface. 6904 Parka East Blvd. Tampa FL33610 8) Provide mechanical connection (by offers) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except gt=11o) 2=966, Date: 11=846. Jam mrlr d 71`11f 9) "Semi -rigid pltcabreaks with fixed heels' Member end racily model was used in the analysis and design of this truss. ®WARNING-Vedfydealgnpa eMraaed REAONOTESONTNISANOINCLUDMUffF REFERANCEPAGEOP7473reel==0F5BEFOREUSE Designval"dfamec*with MTekO mectds.r hdesignbbasedoMyapanparametea shown.andh foranrndivldualbuild gcomponent not a truss system. Before use, the Warne deslgnermust verily the oppicablrityoldeslgn Carometem and properly incapomte Ihh design Into the overall buBdngwoIW.&ocinglndnaled Btoruevenib=kfgof BdiWdwi weband/achordmembommnl. Adetionaltempwryre andpenmantbmcing MOWis always repaired foritabLiy and to prevent cdlapse with passible pen inorksNry and propertydamage. Fmgeneral guidance regar rng the fabslcotion.staroge, dehary-.racoon and toacmg onuses and Ines sgtemi see ANSI/1PI1 Costly Creeds.DSI.89 and BCS1 Building Component 69N Parke Eesl BIM. Watylnlormalian avatablafrom truss Plate lmiitute.218 N. Lea Sheet:5aite 3l2 Alexandp. VA 22314. Tampa, FL 33510 Job Truss Truss Type - Oty PIy Lct 2 Lakewood park e36127 097e1031 D19 Hip Toss 1 1 b ere lion mBUIIG East, Plan City, Radda7."DSSeP292015MITeklndusMes,Inc. Man Jan"10:19:532016 Paget ID:6gDIOH2OVegl NklsxoNemzyuULB-Bike gC b6imB(Sn3WKZ_Obm04gvaVGgUuFFrynDa Job Truss TNSSType G(y Ply W2 LekewoW PeM1 T]038128 89781OU D21 HIP TRUSS , 1 1 fooffanall dl Plant City, Floods 6.3.0 7d8 TSVO5 Sep 7de ae-0 ' a2-0 Doe = 6.00 12 64= 19 13 12 11 10 34 = 3x8 I 2x4 I 4x12 = 2x4 = E n 51. ]da ].d.P Z1M R]JI F-_^��IESRrk)F Plate Offsets(X.Y)- 1`3:0-4-0.03-01 f4:0A-00-Ml f5�0-4-00-2-81 f6'0-3-00-2-0118'0-3-003.41 fIiiii- 00-1A1114,0-0-120-2-81 LOADING first) SPACING- 2410 CSI, DEFL. in (lac) I/deg Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.87 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Veff(TL) -0.5114-15 >855 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.99 Horz(TL) 0.11 10 We Na BCDL 10.0 Code FBC2014/TPI2007 (Mabi*li) Weight: 265 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-2-0 cc puffins, except BOT CHORD 2x4 SO No.2 'Except' end verticals. 3-19,7-12: 2x4 Be No.3 BOT CHORD Rigid Ceiling directly applied a4-2-12 cc bracing. Except: WEBS 2x4 SO No.3 10. cc bracing: 12-14 WEBS 1 Raw at midpl 3-17.4-15.6-15 MiTek recommends that Stabilizers and required Gross bracing be imetalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=325/0-8-0, 19=1700/030, 10=145010-3-8 Max Horz 2=376(LC 9) Max Uplift2=343(LC 10). 19=995(1_C 10), 10=728(LC 10) Max Grey 2=327(LC 19), 19=1733(LC 15), 10=1 451(LC 16) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-23=-340P375, 3-23=318/402, 3-4=2135/1387, 45=1783/1322, 5-6=1502/1304, 6-7=2076/1679,7-24=-1999/1479,8-24=-2093/1454,8-25=-1559/1118, 9-25=171111100, 9-10=1388/974 BOT CHORD 18-19=-1747/1030, 3-18=-1683/1063, 16-17=102B/1906, 15-16=4028/1906, 15-26=-716/1511,26-27=-716/1511, 14-27=71611511, 7-14335/427 WEBS 3-17=-926/1682,4-15=-031/400,5-15=-179/476,6-14=-619/914, 11-14=898/1522, 8-14=-86/474, 6-11=7881624, 9-11=847/1472 NOTES- 1) Unbalanced hear live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul"50mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; B=45ft; L=50ft; eave=5g; Cat. II; Exp C; Encl., GCpl=0.18; MVVFRS.(directional) and C-C Extedor(2) -1-4-0 to 33-0, Interior(1) 3-8-0 to 13-8-7, Exterior(2) 13-8-7 to 32-e-14, InledDr(1) 32-8.14 to 37-1-12 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; 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 par bottom chord live load nonconcuffent 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 3Z8 O tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =10.Opsf. 6) Bearing atjoint(s) 10 Considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify rapacity o1 bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable -of withstanding 100111 uplift at joint(s) except Ul=1b) 2=343, 19=995,10=728. 8) "Semi -rigid pitctbreaks with fixed heels° Member end fixity model was used in the analysis and design of this truss. %%% o *Pc Feq No �33399338 At- Thomas A All PE No.39380 Well USA, Inc. FL Carl 6634 6904 Parke East BNd. Tampa FL33610 Date: January 4,2016 A WARNING-VerHy design par+mereu and READ NOTES ON THIS AND INCLUDED RUTEK REFERANCE PAGE M A7473 rev. f0DD201SDEFOREUSE Design valid fame only with MnekO connectors. Me design 8 based only upon parameters shown, and is far an Ndividual buidng component, nol a Ines system. Before me, the building designer must verity the oppfcabT,ty of design parameters and properly incannevate this design Into the overall buldngdesign. Bracing lrM fad Is to prevent buci of 4Wivklual ums web and/orchard members only. Addtio=ltempamryorWpenranentbracing MiTek' is always requled forstabietyond to prevent collapse with cos role personal Injtny end property damage. ForgenemI guidance regardri,Me fabrication. storage. delivery. erection antl bracing of mesas and truss system, see ANSI/IPII Quality Crlterla. DSIl and SCSI Bonding Component 69" Perlin East six. Sofetylnkrmdion ava3abla from➢ins Hate trnfitute.218 N. Lee Street. Suite 31 z Alexanaia, VA 22314. Tampa, FL 33B10 Job Tmss Tmss Type pry Ply Lola Lekevopd PaA na3eue 89]01031 E3 JACK-0PFN TRUSa 3 1 a ren o I4 o s Sep 3Y 3015 MITek lWmulee, NC Man Jan 0610.19:583018 Pagel ID:Bg010H2OVegl Nkl sxoNemzyuULB-XIXVaOG60eMrOMMWhijZHRiHgOLFPRCfxSzynDV Scale=1:13.0 Plate Offsets (X.Y)— f2:0-0-4.Edael LOADING (Part SPACING. 2-0-0 CSI. DEFL, in (too) Vdeg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(-L) 0.01 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 Be 0.19 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress her YES WB 0.00 Horz(TL) -0.00 3 n]a nia BCDL 10.0 Code FBC2014/7PI2G07 (Matrix-M) Weight: 12 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 REACTIONS. fib/size) 3=63/Mechanical,2=224/0A-0,4=27/1V4echanical Max Hoe 2=150(LC 10) Max Upl=ft 70(LC 10), 2=235(1_C 10), 4=-37(LC 7) Max Grav 3=68(LC 15), 2=224(LC 1), 4=45(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structure] wood sheathing directly applied or 3-0-0 cc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during Was erection, in accordance with Stabilizer Installation guide NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=30ft; B=4511; L=5011; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 beating plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except Ut=1b) 2=235. 6) °Sembrigid pilcfibreaks with fixed heels" Member end flxiy model was used in the analysis and design of this truss. ,, pNA%'Sel �`�� Thomas A. Albans PE No.39360 Nil USA, Inc. FL Carl 66N 6904 Parka Cast Blvd. Tampa FL 33610 Date: January 4,2016 AWA ING-Vedf,desl,np.s .I..nd READNOT£SONTNISANDINCLUD£DM?Fl( FERANCEPACEMr47113rce1WD] 15BEFOREWE Design Yard for me orJywith MifeLO connecton. nix design a based only open pommeten shown. and a loran indiuidual buiding component, not a inns syetem. Before use, the building designermusl verity the appteceity of design pammeten and pmpedy Incorporate Ih6 design Into the overall bvidvgdeslgn. BrachgindicatedbtopreventbucUi n.f�v, u.lhww bandiachardmemben.*. AdditbnaltemporafyarWpennonenibracing MiTek• a aWc,e required for stabmy and to prevent colicMe with pesible eanonal lnlury end property damage. Forgeneml guidance regarding the labdcafion, slomge, degvery, erection antl Lxacing of hoses and buss sntems,see ANSIAPIIOuardy CO.O..DSB.09and BCSIBVU&n9Component 89o4 PaAe East 81W. Sefely Infonewton avolable from Trvu Pbfe lnefilute.218 N. Lee Sheet, Salle 311 Aleaandru. VA 22314. Temp., FL 3]610 Job Truss Truss Type Dry Ply Lot 2 Lakewood Pask T7036130 097610M E7 Jeek-0pen Thaw 30 1 Job Reference 10mlonag riuouu as,, rmm suy name I F 14 34 = ;ro Man Jae W 10:19:502016 Palle 1 amle =1M.9 Plate OHsels(X.Y)— 12:0-6-0.0-0-61 LOADING (par) SPACING- 2-0-0 CSI. DEFL. In (hoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Ved(LL) 0.08 4-7 >996 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 VertTL) -0.16 4-7 >513 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a nra BCDL 10.0 Code FBC2014rrP12007 (Mabix-M) Weight: 24 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MlTek recommends that Stabilizers and required cross bracing be inslailetl outing Wss erection, in accordance with Stabilizer la' REACTIONS. (Ib/size) 3=156/Mechanice1, 2=418/0.8-0, 4=61/Mechanical Max Harz 2=272(LC 10) Max Upli !3=168(LC 10), 2=239(LC 10) Max Gmv 3=176(LC 15), 2=421(LC 15), 4=106(LC 3) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(ID) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu11=150mph (3-second gust) Vasd=116mph;TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; B=45ft; L=5011; eave=5ft; Cal. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 3-M, Extedor(2) 3-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcoment with any other live loads. 3) • 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=1b) 3=168, 2=239. 6)'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. ♦♦♦♦%Op,SFA it ��♦` �.G E N: No 3931 III [WO Thames A. Alban! PE No.39360 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: January 4,2016 AWARNING-Vefrfx deals. pa Oars, and READ NOTES ONTNISANU[NCI.bOEDMRENREFERANCEPAGERIF7473mv 10AT0015BEFORRUSE Design wardfor me only with Mnelabconnectors. This designabasedonly uponpammeterssho n,andb fmanIndiv]dual Welding component,not a truss slrstem. Before sae, the bullding desenermusf verify the appreolaTty oidesgn peramelersand propeM incomorate this design Wo the overofl bulldog design. Bracingira led'¢ to prevent bmNingofhdivduoltrussweband/or chord members only. Aceitanaltempoeyand! permarenlbracing MiTek' in alwoys required for stability and to prevent cavame with passion personal hlury and property damage. Fogerxvalguldanceregardugthe fabrkation, storage. de0very. ereobn and bm<ing of busses and Mrzz systems. sea ANSI(TPII Oualay Cdleda. DSB-69 and SCSI Building Component 69" Parke East BWL Safety Infasmasn walable from hms Mate katdute.218 N. Lee Street. Suite 312 Alexandra. VA 22914. Temps, FL 33610 lob Truss Tmss Type Oty Ply Lot 2 Lakewood Park 197810J1 T1836131 E]V Jeck-0pen Trvss 3 1 bR f II ProBuld East, Plant Clry, Flddtle 7.84osaep 292018 MiTek Industries. Inc. Mon Jan 0410:19:592016 Pape1 ID:6gDlOH2OVegl NklUaNemzyuULB-7v5tojHlBySvsa QnR_EFGaOrToZmOe5xDTwynD n 1-40 3-8-4 3-312 3x6 Scale =122.9 I Plate Offsets rX YI— 12 0-1-12 0-0-121 12D.2-8 Edo 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loci) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ved(LL) 0.32 4.7 >264 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.87 Ven(TL) -0.29 4-7 >288 180 BCLL 0.0 - Rep Stress Ina YES WB 0.00 HOrz(TL) -0.03 3 n/a me BCDL 10.0 Code FBC2014rTP12007 (Matrix-M) Weight: 271b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4SPNo.1 BOTCHORD Rigid ceiling directly applied or4-5-10 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3 be. installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 3=168/Mechanicel, 2=365/0A-0, 4=702/Mechanical Installation Max Horz 2=272(LC 10) Max Uplift3=166(LC 10), 2=200(LC 10). 4=-26(LC 10) Max Gmv3=189(LC 15), 2=365(LC 1), 4=127(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.- Allforms 250 fb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;TCDL=5.Opsf, BCDL=5.0pd; h=30ft; B=45ft; L=50ft; eave=5ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (directional) and G-C Comer(3)-1-4-0 to 3-8-0. Extedor(2) 380 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcument 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 3-64)lall by 2-0-0 wide willfit `TTk11Fr7TT11 between chord coother members. A. �1. 4) Refeo girder(s) for truss o truss connections. 5) Bearing 2 `,%\%'ONS, , q4 0,. e at Joint(s) considers parallel to grain value using ANSI/fpl 1 angle to grain formula. Building designer should verify capacity of bearing surface. �% •........ ��'; G E N 5,. `�� .\ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 no uplift at Joint(s) 4 except 61=lb) 3=166 ,2=200. _ No 39380..- 7) "Semi -rigid pitchbreaks with fixed heels' Member end fully model was used in the analysis and design of this huss. :4OR�� 'ONAV- Thomas A. Albanl PE No.39380 MRek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa R.33610 Date: January 4.2016 Job Truss Truss Type city Ply W2 Lakewood Pads Tl838133 89781034 FG Flat Truss 1 q L Jab Reference tional wilt 4:Iry, rl0lga I.Mo S Oep 2e 2015 MITek Ihatio N4, Inc Man Jan 6410:19.592016 Page 1 ID:6gD10H2OVegl NklsmNemryuULB-W5tojHlBySvsavQnR_EFGnorU Zn4Oe5xDTvzynDU a- 7-0-0 3xr LOADING (psU SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014rFP12007 4x6 - 6.00 F12 Scale=1:26.3 CSI. DEFL, in (too) I/deb Vd PLATES GRIP TC 0.17 Vert(LL) 0.07 4-5 >999 240 MT20 2441190 BC 0.81 Vert(TL) -0.10 55 >879 180 WB 0.29 Hom(TL) 0.00 6 n/a n/a (Matrix-M) Weight: 91 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 6=2130/0-8-0,4=1946/0-8-0 Max Horz 4=67(LC 7) Max Uplift6=1072(LC 8), 4=-965(LC 8) FORCES. (Ib)-Max. Camp./Max.Ten.-All forces 250(Ib) or less except when shown. TOP -CHORD 1-2=1493R53, 2.3=14931753, 15=-1537R92, 34=1537/792 WEBS 2-5=-088/1090,15=-716/1518,35=716/1518. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3°) nails as follows: TOP chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 mw at 0-4-0 Ga. Webs connected as follows: 2x4 -1 mw at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.`M1 a uq� 3) Unbalanced roof live loads have been considered for this design. \\!P 1I/, 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psr; BCDL=5.Opsf; h=30ft; B=45ft; L=50fi; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.10; MWFRS (directional); Lumber DOL=1.60 plate gap DOL=1.60 ,Z.� .•' O E [,j' ' e9 5) This truss has been designed for a 10.0 fist bottom chard live load nonconcurant with any other live loads. \ S 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-M wide will V �• '••� fit between the bottom chord and any other members. No 3938Q. 7) Provide mechanical correction (by others) of Imcapable to bearing plate pable of withstanding 1001b uplift at joint(s) except (jl=1b) 6=1072,-gE " 4rovid 965. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity, model was used in the analysis and design of this truss.= . 9) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 1169 lb down and 5821b up at 2' 31-12, and 11691la down and 5831b up at 5-4-12, and 1235 Its down and 6031b up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard R: V. 1) s (pit),- re (balanced): Dead , Roof Lumber Increase=1-25, Plate Incase=1.25 Uniform Load Vert: 1-2=50, 23=60, 4-6=20 Thomas A. Alban(PE No.39380 Concentrated Loads (lb) Vert: 5=1189(B) 7=1175(B) 8=1189(B) Mrrek USA Inc. FL Dent 66346904 Parke Fast Blvd. Tampa FL 33610 Date: January 4,2016 ®WARNING-Verf".11hlonamefev and READ NOTES ON MIS AND INCLUDED MEN NPFERANCEPAGE M P7473now I M3/20150EFOftE USE Design vaad twuse onlywith Mne4 connectors. Tel, deslgn is based only upon,ammeterszbpvn, chat faan inciNdualbuilding component. not � o tma system. Sedans use, the building designermurt verify the opplicablityof tlesign parameters and property Incorporate the design Into the overall bulding design. Bracing indicated Isto prevent buckling of Mividuol truss web and/or chord members only. Additional temporary and permanent bracing MiTeW m always required forstabilty and to prevent collapse with pouble persorral Fiury and property damage. For9enemiguidanceregardng Me fabrication. storage, delivery, area6on and bracing of messes and mas systems, see ANSI/TPII OuaDty Cyileda.DSB-89 and SCSI Building Component 69" Parke East BIM. Sclely eferma88n avoloble from Tms4 Plot.1.fitute.218 N. Lee Sheet Suite312, Alexonddo. VA 22314. Tampa, R 3361D Job Truss Tmss Type Oty Ply Let Lakewood park 836133 897810M G Common Tmss 3 1 o e do al ki rww CeR. rm,ue r a au s oop'e'Oo Milek lnausm05.mG Mon JanC410:20:00201e Pagel ID:6gDIOH2OVeg1NklsxaNemzyuULB.T5fF73HNyGamUkU7_VzDmSoouFUKIBxxllhm7LzynDT -14A S9-0 11-0-0 16-2.12 n2 23.4.0 1-4-0 S&4 52-12 52-12 S94 14-0 scale =1:40.9 41 = 3x4 = 3x4 = 3x6 = 14 = 3x4 = 7-2-14 I 1a-9d I 7-2-12 ]E-9 7.2-12 q LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20141TP12007 CS'. TC 0.79 BC 0.53 WB 0.51 (Matrix-M) DEFL. in Ven(LL) -0.11 VeR(TL) -0.26 Horz(fL) 0.05 (IOC) I/deg L/d 8-10 >999 240 6-10 >999 180 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 102 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oC purins. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling dmi applied or 5-34 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required = as bracing be installed during truss Creation, in accordance with Stabilizer REACTIONS. (lb/size) 2=960/0-e-0, 6=960/0-e-0 Installation guide. Max Hom 2=234(LC 8) Max Uplift2=558(LC 10), 6=558(LC 10) FORCES. Ob) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=1460/1704, 3-17=1336/1717, 3-18=1315/1703, 4-18=-1307/1726, 4-19=1307/1726, 5.19=1315/1703, 520=1336/1717, 6-20=1460/1704 BOT CHORD 2-10=1248/1358, 10-21=629/868, 9-21=629/868, 8-9=-629/868, 6-8=1248/1246 WEBS 4-8=581/589, 5-8=-340/626, 4-10=581/589, 3-10=340/626 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vu11=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=30D; B=4511; L=50ft; eave=5ft; Cat. 11; and C-C to `��Lfl f�y�� Extenor(2)16-0-Ot 184-0zone C`C orrlonal) me members and forces 83MWFRSIfor reactions shown; Lumber OL=1. Opt to grp DOL� 60 J`�PS A. A4��,oif 3) This truss has been designed fora 10.0 bottom chord live load nonconcuRenl any live loads. 0 ' ........ psf with other 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will �`% : •V,� SAC••, Zj %; fit between the bottom chord and any other members, with BCDL= IO.Opsf. No 3938Q.._;_ 5) Provide mechanical Connection (by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)except Qt=lb)22558, 6=558. 6) •Semi -rigid pitchbreaks with feed heels• Member end fairy model was used in the analysis and design of this truss. -O E Thomas A. Albanl PE N9.39380 Mflek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 AWARNING-Verily dadgn pars .end READ NOTES ON THIS MD INCLUDED MREK REFERANCE PA GE MIW173 rev. 160=15 BEFORE USE Design valid for uze a*V.fh MaeW conned.. The design Is based only upon pammeten shown, and b for an Indm'dud bulking con ponent, not o Inns system. Before use. the b ndng designer must veray the appfaoblty of design pro umeters and lxopeM lncaporate the doegnnto the overall bulldngdesign. BracngNdcatedhtoryeventbucUngof6MividuotM1t band/archardmebeno*. Addticr temporaryaMpe anentb chg MiTek' Is aWays required fecOcblily and to prevent collapse with posp0i a personoiniury and pmperry donege. ForBeneralg,Adanceregardng the faixicallon,stomge,derwery, erectionandbmclW oihwes and Asps syzfelm,see ANSI/1PIl OuIst, CMeda,DSB-89 and BC5l Building Component 69N PaAe East BIW. SafelylnformaNen avadoblehom Truss Plate lmlitte,218 N. Lee Street. Suite312.Alexondfio. VA22314. Tampa, FL M610 Job Truss Truss Type Oty Ply L4t2Lek.00d Perk na s134 897a1p34 c1 common rmss 3 1 rice (optimal) ina tdsl, vunw6Y. rmnea T.540a Sep 292015 MiTek Industries, Ina Mon Jan as 10.20:012016 Pagel I0:6gDIDH2OVegl Nkl sxoNemzyuULB-yIDeDP14jZid5u3KKCUSJgLzOfEZ1 c6h5POJXnzynDS 44-0 I s44 11-0-0 16-2-12 21-9-0 1-0 59-4 5-2.12 5-2.12 M 6.8 i Scats=1:38.2 6 It 3x4 = 3x4 = 34 = 3x4 = 4x6 - LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2014/TPI2007 CSI. TC 0.83 BC 0.53 Wit 0.58 (Matdx-M) DEFL. in Vart(LL) -0.11 Vert(TL) -0.26 Hoa(TL) -0.04 (too) I/deg L/d 7-9 >999 240 7-9 >982 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 100 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-8-7 oc purling. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 5-0-8oc bracing. WEBS 20 SP No.3 Ma'recommends that Stabilizers and required cross brecin9 WEDGE be installed during Wss erection, in accordance with Stabilizer Right: 2x4 SP No.3. 1.REACTIONS. (lb/size) 6=855/03-0, 2=958/0-8-0 Max Holz 6=225(LC 9) Max Uphft6=438(LC 10). 2=559(LC 10) FORCES. fib) -Max. ComplMax.Ten.-All forces 250(to) or less except when shown. TOP CHORD 4-16=1297/1821, 5.16=1305/1797, 5-17=1312/1813, 6-17=-1450/1811, 2-18=1457/1745,3-18=1333/1758,3-19=-1312/1743,4-19=-1304/1767 BOTCHORD 2-9=1285/1243, 9-20=-665/865, 8-20=665/865, 7-8�665/865, 6-7=1364/1348 WEBS 4-9=580/591,3-9=340/627, 4-7=662/580, 57=-336/698 NOTES. 1)unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vul1=150mph (3-second gust) Vasd=116ni TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; B=45ft; L=50f1; eave=5ft; Cat. II; PeFt�F V A. Exp C; Encl., GCpi=0.18; MWFRS (direc6ona0 and C-C Comer(3) -1.4-0 to 3-8-0. Extedor(2) 3-8-0 to 6-0-0, Comer(3) 6-" to 11-0-0, ♦♦♦♦ ♦ M $ Extedor(2)1641-0 to 16-8-0zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) been bottom ,♦♦♦ 'E •'•%G N This truss, has designed fora 10.0 psf chord live load noncencumenl with any other live loads. ,�`Z` ♦' 4)' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. `� No 39- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 6=438, 2=559. 6) "Seml-rigid pitchbreaks with fixed heels" Member end fully model was used in the analysis and design of this truss. ,9 " F " ;O N Ai',♦% Thomas A. Alban] PE No.39380 MITek USA, Ine. R. Dert 6634 6904 Parke East Blvd. Tampa FL33610 Oat. January 4,2016 Job Truss Truss Typa City Ply Lott Lakewood Park a36135 897810M G7 Hip Truss 1 1 b Re o floral N ma„,u„r, mmwd IA 7-00 p ID:6gDICH2OVegl Nkl sxoNel 11.0-0 1 4-0-0 4-.00 44 = 14 = 4x6 = 34 = 3x4 = 54 WB = 3x4 = 3x6= u F� sELIKI 7-0-0 - 9-0-0 7- LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (roc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.18 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Verl(TL) -0.53 8-10 >500 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.31 HOR(TL) 0.10 6 n/a We BCDL 10.0 Code FBC20147rP12007 (Matrix-M) Weight: 981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Nm2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4SPNo:I BOTCHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, In accordance with Stabilizer Installation guide.. REACTIONS. (lb/size) 2=16491041-0, 6=1649/0-8-0 Max 1­1o=2=159(LC 6) Max Uplift2=1017(LC 8), 6=-1038(LC'8) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2J=2887/1632, 3-17=2522/1543, 17-18=252211543, 4-18=-2522/1543, 4-19=2522/1583, 19-20=2522/1583, 5-20=2522/1583, 5-6=2887/1678 BOTCHORD 2-10=125812491,10-21=-1520/2759,21-22=1520/2759; 9-22=1520/2759, 9-23=1520/2759,8-23=1520/2759, 6-8=-1300/2491 WEBS 3-10=282/798,4-10=-323/407,4-8=323/337, 5-8=-237/822 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph;TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; B=45ft; L=50ft; eave=5ft; Cat. 11; 1112111111 Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ` A. 3) Provide adequate drainage to prevent water pacing. . 0 • 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �%` ; N truss 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8.0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable ofwithstanding 100lb uplift at)oint(s) except Qt=lb) 2=1017, No 3931 6=1038. 7) °Semi-dgid pitchbreaks with fixed heels' Member end filly 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) 1891b down and 205 lb up at 7-0-0,= -� 87 Ile down and 164 lb up at 94-12, 87 lb down and 1641b up at 11-0-0, and 87 Be down and 164 to up at 12-11-4, and 1891b down and 3691p up at 15-0-0 on top chord, and 3261to down and 142lb up at 7-0-0. 651b dawn at 9-0-12. 65 to down at 11-0-0, and 65 to E - .- dawn at 12-11-4, and 3261b down and 1421b up at 14-11-4 on bottom chord. The design/selection of such Connection device(s) Is the it •n•; O responsibility of others. 0 (� O R ��I SU 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 - 11 Dead - Roof Live balanced: Lumber Increase'l 25 Plate Incma` -125 1 "ONp1j ( ) se- . Thomas A. Albanl PE No.39380 Uniform Loads (plf) MITek USA, Inc. R. Can 6634 Vert: "=-60, 3-5=-60, 5-7=60, 11-14=-20 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 AWxmuNG- Vent, deL9Ppanmefws and READNOTES ONWIS AND INCLUDED MIBEN REFERANCEPAGEWA7473m, IMMO78 BEFORE WE Dexlgnv lid for use oNywiih MgekO <onnedors.lino design ebosedonNuponparametanshown, andufcran Ndividualbuilding component. not Inns system. Before use. the building designermust vc*Me apploobTty of design parameters and propedyincarperale In desgn Into the overall but?mgoludg0Brocing Belated h to prevent buckling ofia ividual lva web and/orcErad members oNy. Addtgmltem,00c,ardpem,anenfbecing MiTeW is oWo, regrind for slabSty antl to prevent colbpsewith possible Roacnal njury and properly damage. Forgeneral guidance regord�rg Me fatxkotior storage, delivery, erecibn and bmcirg of muses and truss sotenn, see ANSUTPII Closely Cdleda,DSB-89 and Inal Building Component 6904 Parke East BIW. Solefylnformalion overable from Truss Plate lratifule,218 N. We Sheet. Suite 312. Alexandrb. VA 22314. Tampa, FL 33M10 Job Truss Truss Type sty Pry Lof 2 LakevapO Pad, na3e13s 89781030 Gi Nip Trvss 1 1 e RefelanCe (CptiOn.11 hu-�-P ID:6gDIDH2OVe91 Nkl uoNemzyuULB-DUnODIJGItgUj2e W5v'hrlu8o2UpmBSQK3At4EzynDR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=189(B) 5=-189(B)10=-310(B) 4=-87(B) 8=31O(B) 18=87(B) 19=87(B) 21=-40(8) 22=40(B) 23=40(B) A14ORNING-Vlftdeda,..ftv.dRE4DNDTE50N TNISAND INCLUDED MlrERREFENANCEPAGEW4703ree 10NL3015 BEFORE USE Design vokq foruse any with MOeW connectors. This design 4 based any upon;ammeters shown, and 6 torah mjMdual bulking component, not a tress system. Before use. f es Wising designer must vanity the appUeobkrity of design 11Qameters and properly incapomte this design into the overall bulingdesIgn. Bmcmg Indicated B to;event bucking of hdfvidual aloe web and]orchol members a*. Addtwhitemp anWpennanenibmeutg ,M)TeW is always reputed far stobtityand to prevent collapse with possible personal ihryry and p rty damage. Forgenemlguldanceregad,g the faGication, storage, tleMery, emetlor, and bracing of Luse, and buss systems see ANSUIPII Dually C4leda. DS8.89 and DMI BuBdng Component 69U Palle East BIW. Safely infmma8on ovolabg from imss Rate institute; 218 N. Lee Street Suite 3l2 Alexand0o VA 223N. Temps, FL 33610 Jab Truss Truss Type Oty, Ply Lot 2 Lakewood Pa* T7036138 ashnou G9 lop Tines 1 1 ab Befinerce (optional) rmaum casc rum wry, name -1-40 I a 4x6 = 4x6 = Man Jan a4102o:022016 P.g.1 6-3-6 1d Scale=1:41.2 3x6 = 3x4 = 3x6 = 3x4 = 34 a Plate Offsets (X.Y)— f20-2-8.0-1-81 17:0-2-8.0-1-81 LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Odell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.12 9-17 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.33 9-17 >793 180 BCLL 0.0 Rep Stress Ina YES WB 0.13 Horz(TL) 0.05 7 Na n1a BCDL 10.0 Code FBC20147TP12007 (Matdx-M) Weight: 98 to FT a 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=960/0-8-0, 7=960/0-8-0 BRACING- TOPCHORD Structural woad sheathing directly applied or 4-7-14 oc purins. BOTCHORD Rigid ceiling directly applied or 6-11-13 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during was Creation, in accordance with Stabilizer Installation auide. Max Ho¢ 2=196(LC 8) Max UpIM2=-558(LC 10). 7=558(LC 10) Max Gav 2=974(LC 15), 7=974(LC 16) FORCES. (Ib)-Max. Comp./Max. Ten. -Pit] forces 250(Ib) or less except when shown. TOP CHORD 2-18=1360/1097, 3-18=-1276/1110, 3.4=1133/993, 4-5=-985/919, &6=1133/993, 6-19=1276/1110,7-19=-1360/1097 BOTCHORD 2-11=-678/1261,10-11=-378/1051,9-10=378/1051,7-9=-678/1147 WEBS 311=321/448, 4-11=-272T367, 5-9=272/368, 6-9=322/448 NOTES- 1) Unbalanced roof live loads have been Considered for this design, ,1 ,' LL 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; B=45ft; L=50ft; eave=5ft; Cat. II; A, Exp CI End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 3-8-0. Exterior(2) 3-8-0 to 18-4-0, Comer(3) 18-4-0 to ,� `� MPS 23-4-0zone;C-Cfor members and forms &MWFRSfor reactions shown; Lumber DOL=1.60plate gripDOL=1.60 ��.�,0. •6ENa 3) Provide adequate drainage to prevent water pending. �,••�,� 4) This truss has been designed for a 10.0 par bottom chord live load nonconcumenl 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 No 3931 fit between the bottom chord and any other Members, with BCDL= 1O.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=558, 7=558. •• 7) "Semi -rigid pitchbreaks with axed heels" Member end fixity model was used in the analysis and design of this truss.i� CTn e r Themes A. Albanl PE No.39380 MITek USA. Inc. FL Cart 6634 6904 Parke East Blind. Tampa R.33610 Date: January 4,2016 AwARNINo-Vedry dealpn paramafas and READ NOTES ON THIS AND INCLUDED MITEI( REFERANCE PAGEM147473 so, 10,113/2015BEFORE IAE Design void fortee ontywith Mneka Connectors. This design IfbasedarlyupmpammeteashownandhforanimSMdudbuaW gcorepanent, not � a Ines system. Beforeuse, the bVIding designer must vent, the appI..bW ddesign paamefers andpIc,op"comomte thisdesignInto theoverran buIdlrgdesign. Bracing irWicated Is to prevent bucking of aWividual Wss web and/a Mad members only. Ad1ctlanoltemparayandperm.mmf1b=hg MiTek- IsarwaysregJredforstabSlyandtopreventCollapsewithpassnaepersaiolkYurvandxaped/damage. Fageneralg0dor,ceregordng the fabrlcatiom.stamge,delivery, erection and bracIg of manes and hues systems.see ANSI/TP11 Quality Waste, DSB-09 and BCSauaIng Component 6904 Pake East BIW. Safety Inforeadon a ilable from TrussMote WtiAe.218N. We Sheet; Suife312 Alerantlna. VA 22314. Tampa, FL 33610 Job Truss Truss Type aly Ply W2tabe ooa Pads T]83813] 89781OU M COMMON TRUSS 1 1 , JQb Reference 1' rmcmia tees, rvam ury, soma N1 54H1 4x6 = 3 vep 14 = 34 II LOADING (psf) SPACING- 2-0-0 CS'. TCLL - 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 10.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 ' Rep Stress Ina YES WB 0.23 BCDL 10.0 Code FBC2014r P12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=424/0-3$, 7=536/04-0 Max Horz 7=120(LC 9) Max Uplift2=454(LC 10), 7=490(LC 10) FORCES. (lb) -Max. Comp./Max.Ten.-All farces 250(lb) or less except when shown. TOP CHORD 3-4=2781786, 4-5=-178/430, 2J=287/717 BOTCHORD 2-8=-302/197, 7-8=-302Jl97, 5-7=302/197 WEBS 3-8=-255/123,4-7=-307/763 DEFL. in (lot) I/dell Lid Ven(LL) 0.10 8-14 >999 240 Vert(IL) 0.08 8-14 >999 180 Horz(TL) 0.00 2 Na n/a Mon Jan 0410:20:032016 i-0-0 Seale = 123.7 PLATES GRIP MT20 2441190 Weight: 411b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-4-0 oc puffins. BOTCHORD Rigid ceiling directly applied or 94"oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.OpsF BCDL=5.Opsf; h=30ft; 8=45ft; L=50ft; eave=5ft; Cal. 11; Exp C;Encl.,GCpl=0.18; MWFRS(directional) and C-C Comer(3)zone; porch left and right exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 A. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. �1PS . ......... 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 �.`,%0 •�;� c fit between the bottom chord and any other members. �� ; 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=454, 7=490. No 3931 6) "Semi -rigid pitchbreaks with Fixed heels' Member end Ratify model was used in the analysis and design of this truss. R %F ,,':0RI�: �.� — — 'SS10 N , S?�,, AL Thomas A Alban) PE No.39380 MITek USA Inc. FL Celt 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 4,2016 Job Truss Truss Type Oty Ply Lot 2 Lakewddd Park a361]e 6Wa1034 M3 HIP TRU53 1 1 Job sere w (optional ream city, rioma r.e.0 a 6eP 3a Za15 MITek Induslnes, Inc. Mon Jan 0410:20:032016 Pagel ID:6gDI0H2OVegl NklsxoNemzyuULB-ugLOe5UEByLLBDifdVVw050RgSZWeG ZjvOcgrynDO -14-0 30.0 )-60 1640 11-be 1-0-0 Sad bhp 30-0 ii-0 Scale: ln'=l' i� LOADING (psp TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP Ne.3 SPACING- 2-0-0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2014rrP12007 REACTIONS. (lb/size) 2=451ID4-0, 8=530/0-0-0 Max Horz 8=-83(LC 6) Max Uplift2=-070(LC 8), 8=-087(LC 8) NAILED axe = NAILED 4 4x9 2x4 II CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.31 Vert(LL) 0.06 9-10 >999 240 MT20 244/190 BC '0.37 Vert(TL) -0.07 9-10 >999 180 WB 0.09 Hom(TL) -0.00 2 n/a n/a (Matrix-M) Weight: 401b FT=20% BRACING - TOP CHORD Shuduml wood sheathing directly applied or 6-0-0 oc pur ins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cress bracing be installed during truss erection, in accordance with Stabilizer FORCES. fib) -Max. Comp./Max. Ten. -All forces 250(I1g) or less except when shown. TOP CHORD 4.5=-408/391, 5-6=-323/287, 3-0=335/353, 2-3=115/364 BOTCHORD 2-10=-253/335, 10-17=-258/335, 9.17=258/335, 8.9=251/330, 6-8=246/330 WEBS 5.8=-294/286 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-sewnd gust) Vasd-116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=30g; B=45W L=50ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 \,\S4 3) Provide adequate drainage to prevent water pending.. loads layout \\\ Q� ♦ A, . 4)Concentrated from are not present in Load Case(s): #20 1 at Dead- Roof Live (unbalanced); #21 2nd Dead +Roof Live (unbalanced);#223rd Dead +0.75 Roof Live (unbalanced);#234lh Deatl+ 0.75 Roof Live (unbalanced). ♦♦♦ �P i'��� 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncument with any other live loads. `♦.Z.�••'�EN•• '9 SF••, 2� • `�♦ �,� 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 + � NO 39380, fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=1b) 2=470, --'ems 8=487. 8) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9)°NAILED" indicates 3-10d(0.148'x3°)or 3-12d(0.148°x3.25°)toe-nails. For more details refer to MTek's ST-TOENAIL Detail. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 431b down and 49111 up at ��• E -13-0-12, and 43111 down and 491b up at-1&114 on lop chord, and B lb down and 6lb up at 3-0-12, 8In down and 61b up at 5-0-0.. 8 11 •,_ ♦% lb down and 6Ib up at 6-11-4, 55 lb down at-13-0.12, and 55 fin down at -164W, and 55 lb down at -16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �j�♦•s • 0 F(i �.•• G,�♦♦♦ 11) In the LOAD CASE($) section, loads applied to the face of the truss are noted as front (F) or back (5). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A Albenl PE No.39380 MITek USA, Inc. FL Cart 6634 Uniform Loads (pip Vert: 4-7=-60, 34=-60, 1-3=-60, 11-14=-20 6904 Parke East Blvd. Tampa FL33610 Date: January 4,2016 Job TNss TNss Type pry Ply Lott Lakewood Pan, T]8381]0 897810M M3 HIPTRUBS 1 1 J b R f (Optormil Plant CM, Flows 7.04D s Sep 29 2a15 MiTek Ines -Ines, Inc Mon Jan 04 10:2D:03 2018 Page 3 ID:6gDIOH2OVegl"'s.NemzyuULB�gLOe53EByLLBDifOVVwO51]R9SzWeG ZjvOcgzynDO LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=1 (0) 3=1 (B) 9=-B(B) 10=-8(B) 17=-B(B) AWARNING -Ving,design F—feea and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGEMP7473 rvv. 1""015 BEFORE USE Design void for me only with MgekO Connectors. Thin design Is based only upon paometers shown and u f«an bdlNdud building component, not a truss system. Eaton, me. the buikLng designer must verify the appOcabe'ry ofdeslgn p turn.] O and propor y incorpdate this deign into the award] buddvgdesign O'ocingi efcoted'ntopreventbuctlingofholiNduoltans web ondlorchadmenn a only. Addtbnaltempaaryandpennanentbrocing We[( 6 oWo, reau9ed forstabBty Cad to prevent cd]opsewith possible personal Injury and property damage. Fa geneml guldance regardng the fabrication. stooge, darvery erection and bracing of trusses and twssptenrs, see ANSVJPII Ouardy QNesta. DSB.89and Dal BVOEbg Component 6904 Perks, East BIW, SCfetylnimma8on ova9oble from Truss Mate Institute. 2 18 N. Lea Sheet. Suite 312. Akxandrio. VA 22314. Tampa. FL 33810 Job Truss Truss Type Oty Ply LM2lAkewaa4 pan neat 9 897810N PB PggyOack Tess 6 1 110b SofpLerim (ophonalt case, ..amury, t-maoa rn-a s aep 29201e MITek lndustdes, Inc. Mon Jan 0410:2D.N late Pagel ID:6gDIOH2OVegl Nkls=Nen=yuULB-MtvmrRKt7U4CyLnvDKl9xlzfusMCE6r7oNf_86rynDP 2-4-0 4-8-0 2-40 2d0 3x4 = 2x4 = 2x4 = S.T. =1:9.2 Plate Offsets (%.Y�f3:0-2-O.Edael LOADING (psi) SPACING- 2-M CSI. DEFL. in hoc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(L-) n/a - n/a 999 MT20 244/190 TCDL. 10.0 Lumber DOL 1.25 BC '0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 5 We n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix) Weight: 12 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 443-0 cc pudins. SOT CHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. MTek recommends that Stabilizers and required cress bracing be Installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS. Allbeadngsb-8-0. (Ib)- Max Hoa1=38(LC8) Max Uplift All uplift 1001b or less at joint(s) 1, 2,4 Max Grav All reactions 250lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) - Max CompJMax.Ten. - All forces 250(Ib) or less except when shown. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=150mph (3-sewnd gust) Vasd=l l6mph; TCDL=5.Opsh BCDL=5.Opsh, h=30ft; B=45ft; L=50ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MVJFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.6D plate grip DOL=1.60 3) Gable requires Continuous bottom chord bearing. 4) This Imes has been designed for a 10.0 psf bottom chard live load nenconwrrenl with any other live loads. 5)' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 100 to uplift atjoint(s)1, 2, 4. 7)"Seml-rigid pllchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or Consult qualified building designer. °pM .S�A,111 q<e��i. No 39380.- ter ONAX- e, %% Thomas A. Mbanl PE No.39380 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: January 4,2016 Awmmam,-Vere designpammeren end READNOM ONMSANDINCLUDEDbirrENREFERANCEPAGEWL7473m¢ 1MDN2015BEFOREUGE Desgnvalldfwwec*wifh MTek cormectors.ih designkbesedorJyupors Mramelenshown, antl not a aro s system. Before use. the buldmg designermmt ve* the appOcobSNof tlesign pwameten and pmpedy Incwpprale the desgn into the overall buldngdesign. Bmcingintlkatetlblopreventbuckf gof0fdivitluelhu band/wehardmembenoray. AECitgrultemporarced,ennometbrocing WeW e aWays requked for stabilty and to prevent collapsewith possible personal Injury end property damage. Forgane,al guicanceregordr,the fabicatia,,torage,deWery. erection and bracing of trmses end muss systems.see ANSITPll Quality Cdtedo,DSB-89 and Dal Bu9tling Component 69N Pane East Bled. Safeis-Informallon avoloble from Toss Note Insfitute.218 N. We Street. Suite 312. Alexandria. VA MI 4. Tampa, Fl. 33610 Job Truss Truss Type Dry Ply Lot 2 Lakewood Park Tr838140 89781OU Pet PggyWa Tuns 2 1 jQb rence tatlonall Z'...,. 3"i,=o.o,eo.', m roue ] ID:6gD10H2OVegl NklsxoNemzyuULB-MNMr Kt7U4CyLnvDKl9xlzfssMCE6r7oNf BBzynDP 2-0 I 2-ag I 4-ao l 2-aa 0.60 2ao 44 I scale = 1:9.3 2x4 = 2x4 = LOADING(psQ SPACING- 2-0-0 CSL DEFL. in (too) I/deg Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Ven(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB a00 Hoa(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix) Weight: ll Ib FT=20% LUMBER. TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. Allbeadng54-8-0. (lb)- Max Horx 1=a4(LC 8) Max Uplift All uplift 100Ib or less atjoint(s) 1, 2, 4 Max Grev All reactions 250 Is or less at joints) 1, S. 2, 4 FORCES. fib) -Max. Comp.lMax. Ten. -All forces 250(Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or4-M oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0be bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (&second gust) Vasd=116mph; TCDL=5.0psf BCDL=5.Opsf; h=3011; 8=45ft; L=5011; eave=58; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 3-641 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 with standing 10016 uplift at joint(s) 1, 2, 4. 7) °Semi -rigid pitchbreaks with fixed heels" Member end Purity, model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. J0pMPS' AIIIr. V\GEN No 391 OR0 5IVAL 11 1k..- Thomas A. Alban] PE No.39380 MITek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: January 4,2016 Job Truss Truss Type Oty Ply Lot 2 Lakewood Pon,TIW6141 89781034 RI JACK -OPEN TRUSS 2 1 b B9feren0b o tic al ProBuitdP SL Plan City, Range - - 7.610saep2920I5MITeklnduWcs,lac. Mon Jan0410:20:052016 Pagel ID:6gDIDH2OVegl NklsxoNemzyuULBa13T82nLVmoC3aVM5m2VOTNM1fGir Z4H010XgVzynDO -1-10.10 b2-3 1-10.10 4-2-3 LOADING (pat) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 10.0 Lumber DOL 1.26 BC 0.13 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2014rrP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=113/Mechanical, 2=272/0.11-11, 4=59/Mechanicel Max Hom 2=148(LC 8) Max Upftt3=89(1_C 5).2=31l(LC 8), 4=45(LC 4) Max Grow 3=113(LC 1).2=272(LC 1).4=117(LC 3) FORCES. Ob) -Max. Comp.Wax. Ten. - All forces 250 (11 or less except when. shown. Scale-1:12.7 DEFL. in (roc) I/dell Ud PLATES GRIP Vert(LL) 0.02 24 >999 240 MT20 244/190 Vert(TL) -0.02 2.4 >999 180 Hurz(TL) -0.00 3 n/a n/a Weight: 16 to FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins.. BOTCHORD Rigid ceiling directly applied or 1&0-0 oc bracing. MiTek recommends Nat Stabilizers and required cross bracing be Installed dunng Wss erection, in accordance with Stabilizer Installation vide. NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsp h=30ft; B=45ft; L=50ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed forwind loads in the plane of the muss only. Forstuds exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSUTPI 1. 3) Gable studs spaced at 2-M ec. 4) This muss has been designed for a 10.0 psf bottom chord live load nonconcument 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 24)-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for muss to muss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except glens) 2=311. 8) "Semi -rigid pitchbreaks with fixed heels' Member end fgdly, model was used in the analysis and design of this muss. 9) "NAILED" indicates 3-1 Did (0.148'x3) or2-12d (0.148"4.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 531b dawn and 491b up at 4-1-7 on top chord, and 551b down at 4-1-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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) Dead+ Reef Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 _ Uniform Loads (plo _ Vert: 1-3=-60, 2.4=_20__- - Concentrated Loads (lb) Vert: 3=53(F) 4=28(F) 5=49(F=25, B=25) Ill 2, 8=12) )RIl NAL Thomas A Albans PE No.39380 MITek USA Inc. FL Gen 66M 69D4 Parke East Blvd. Tampa FL33610 Date: January 4,2016 Job Truss Truss Type Oty Ply Lo12 Lakewood Palk 838142 80]81011 R] JACK-0PEN TRUSS 4 1 o efere ra o nal ,xn, city, eUrwa Z6405 Sep 292015 MTek Industd,s. Inc Mon Jan 04 1020a5 2016 Pape 1 ID:SgDIDH2OVegiNklsxoNemzyuULB-q3T82nLVmoC3aVM5m2YOTWWnEGdizW]H010XgYzynDO -1-1a10 &tab 9.10.1 1-1a10 5-10-6 3-11-11 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 �' NAILED NAILED NAILED 3x4 =' SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FSC2014/TPI2007 CSI. TC 0.30 BC 0.39 WB 0.25 (Matrix-M) REACTIONS. fib/size) 4=115/Merhanical, 2=488/0-11.5, 5-351/Mechanical Max Hoe 2=271(LC 8) Max UpIR4=114(LC 8), 2=24B(LC 8), 5=144(LC 9) Scale=123.3 DEFL. in (too) Udell L/d PLATES GRIP Vert(LL) -0.02 6-7 >999 240 MT20 244/190 Vert(TL) -0.08 6-7 >999 180 Horz(FL) 0.01 5 n/a n/a Weight: 42 lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 640O oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown. TOP CHORD 2-11=641/215, 11-12=-012/226, 3.12�576/222 BOT CHORD 2-14=301/577, 14-15=301/577, 7-15=-301/577, 7-16=301/577, 6.16=-301/577 WEBS 3-7=0/321,3-6=666/347 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsg BCDL=5.Opsf;.h=30ft; B45ft; L=50ft; eave=5ft; 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 nonconwment with any other live loads. • „j1 k 3) This truss has been designed for a live load of 2D.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0wide will fit between the bottom chord and any other members. %% 'd'• 4)Refer to girders) for truss to truss connections. '%%% �MPS �%.�,••' E.•• q 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 to 4=114, � •�� `S(.`'••, � plate uplift at Jomt(s) except at=lb) 2=248,5=144. ��� ; 6)•Semi-rigid pltchbreaks with fixed heels' Member end fmity model was used in the analysis and design of this truss. NO 39380 7) "NAILED" indicates 3-1Od (0.148'x3") or 2-12d (0.148"x3.25°) toe -nails. For more details refer to MiTek's ST-TOENAIL Detail. ;• 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). = LOAD CASE(S) Standard - 1) Dead - Reef Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60,5-8=20 r ,` �i (�••• O R I'D ted Loads Concen Bert49(Pb25, B=25) 12=32(F=16, B=16) 13=-103(F=-51, B=51) 14=23(F=12, B=12) 15=1 O(F=5, B=5) 16=50(F=25, ',��`ISjS�ONA 511 ,'�``%% — - — - - - Thomas A Mbani PE ND.39380 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 Job Truss Truss Type Dry Ply Lol l Lakmoo4 Pant 89781 om VR7 JACK -OPEN TRUSS 1 1 T7836143 Jo e e m o ti oap<a <ma mueR I(WusNes, lnc, Mop Jan u41o2o:a6 2ota Peg.1 ID:6gDIOH2OVegl NklsxoNemzyuULB-IFOXG7M8X6KwCfxH103dOj2 hgsyiy10Fh84D?zynDN 4 Scale=123.5 NAILED NAILED 3x4 % 13 426 12 NAILED 3 NAILED 12 _ NAILED 6 '4 NAILED 6 3x4 11 NAILED a 15 2x4 II NAILED 2 NAILED 14 NAILED 2.4. 1 C E C WALED NAILED 3x4 = etas stat4 9os I I I o-9s o- 1 t-tos coo at-tt I oa— Plate Offsets iX V1- f2'0-1-13 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ddeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.39 Ver(LL) 0.10 e-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC. 0.84 Vert(T-) -0.17 6-7 >692 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Hor2(TL) 0.02 5 n1a r1a BCDL 10.0 Code FBC2014rfP12007 (Matrix-M) Weight: 39 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied ors-2-6 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. WEBS 2x4 SP No.3 "Tel recommerdi Nat Stabilizers and required cross bracing be Installed during Wss erection, in accordance with Stabilizer REACTIONS. (lb/size) 4=132/Mechaniml, 2=484/0-10-3, 5=343IMechanical Max Harz 2=271(LC 8) Max Up1ift4=125(1-C 8), 2=250(LC 8). 5=143(LC 9) FORCES. (Ib) - Max. Comp.lMax. Ten. - All forms 250 (Ib) or less except when shown. TOP CHORD 2-11=1152/486, 11-12=11501493, 342=4104/494 BOT CHORD 2-14=-565/1060, 14-15=565/1057, 7-15=-55711077, 7-16=568/1042, 6-16=-557/1061 WEBS 3-7=0/342, 3-6=10561558 NOTES- 1) Wind: ASCE 7-10; Vult-150mph (3-second gust) Vasd=l l6mph; TCDL=5.Opsf; BCDL=5.Opsf, h=30ft; B=45ft; L=50111; eave=5ft; 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 chard live load nonconcurtent with any other live loads. • `ks' fa' �I�� 3) This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will A fit between the bottom chard and any other members. , ,� MA . 4) Refer to girder(s) for buss to truss connections. %% 0 ••• ........ •, E 5)Beadngatjoint(s)2mnsidempamlleltogminvalueusing ANSIl1PI1 angle to grain formula. Building designer should verify capacity ; •�,� SAC••, 2� �� of bearing surface. �� 6)Provide mechanics[ connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at-11o) 4=125, NO 39380 —. 2=250;5=143. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fmity model was used in the analysis and design of this truss. '• 8) "NAILED" indicates 3-1Od (0.1413"4") or 2-12d (0.148'X3.25") toe -nails. For more details refer to MiTeks ST-TOENAIL Detail. 9) In the LOAD '.CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). ��•, e,.'„ LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Vert: 1-4=-60, 5-8=20 '�NA�% Concentrated Loads fits)- -- - Vert: 11=49(F=25, 8=25) 12=32(F=16, B=16) 13=106(F==53, B=53) 14=23(F=12, 8=12) 15=1 O(F=S, B=5) 16=52(1`=26, Thomas A Albanl PE Na.39380 B=-26) MiTek USA. Inc. FL Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2016 Symbols PLATE LOCATION AND ORIENTATION 37q Center plate on joint unless x, y offseare Dimensions Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0.1 6' I For 4 x 2 orientation, locate plates 0-'Av from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MTek 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 !!7 7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing. & Bracing of Metal Plate Connected Wood Trusses. Numbering System 64-8 I I dimensions shown t tscal e) lss ixteent (Drawings not to scale) 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, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others.. © 2012 MTek® All Rights Reserved MTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 General Safety Notes 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 buildng designer, erection supervisor, properly owner and all other Interested parlies. 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 comber for dead loaddeflection. 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 thanthat specified. 13. Top chords must be sheathed or puns provided of spacing indicated on design. 14, Bottom chords require lateral bracing at 10 U. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. RECEI'" D JAN 28 2016 ®� 500 North Maitland Avenue Suite 101 Maitland, 32751 P: (352)972-0491� F: (407)880-2309 � E: info@fdseng.com Website: www.fdseng.com CA#9161 ENGINEERING ASSOCIATES January 4, 2016 Building Department Melbourne Ref- Model/Elevation: Lot/Block: Subdivision: Wind Speed: Exposure: Pro Build# R7:r7 Adams Homes 2265 2CF A RHG Lot 2 Blk 139 Sec 1 I Lakewood Park 160 C 89781034 15-4501 To whom it may concern, We have reviewed the truss engineering submittal for the above referenced lot in the Lakewood Park Subdivision. This truss package complies with the original design intent, and the underlying structure will accommodate all indicated loads. The truss engineering submittal is approved without changes. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, _— __1/4/2016 _ ___ _ 1/4 Carl A. Brown, P.E. Brett J. Bartz, P.E. FL. # 56126 FL. # 75359 "Doing Business with a Service Mindset and an Eye for oo0o0 — T J. INN CEty . °,i No 75359 LEGAL DESCRIPTION: y� ' Lot 2 in Block 139 of LAKEWOOD PARK — UNIT 11 Ij�\VI according to the plat thereof as recorded in Plot Book 11 pages 32 A through 32 D of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: R.O.W. = Right of {day CONC. = Concrete R cc Radius of curve L = Length of curve 0 ac Delta of Curve MEAS. = Measured SET = Set 5/8" iron rebor With yellow cap marked 'PSM 5543" X—X—X—= Phoin Link Fence 0--O--0—= Fence Pod ®= Potger ale ®_ Water Meter ® = Bell South` cam OH--OH--OH—= Over Head Wires ®_ Eel I S.F.=Square Foot F,F.E.=Finished Floor Elevation (*)=Not verified by field measurement FD=Found 5/8" Iron Rebar PL=Volue as platted MS=Volue as measured in field N=Value as platted & field measured 0= Site Benchmark S.F. = Square Feel Off~ C v QI 9.9 SURVEYORS NOTES: 1. Unless otherwise noted only platted easements are shown hereon. 2. No underground utilities or improvements Were located unless other*ise shown. 3. This site lies Within Flood Insurance Rote Mar Zone X Map# 12111CO070J Dated 2/16/12. 4. Flood Zone shown hereon is on interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 5. Bearings sho*n hereon are based on the East line of Lot 2 Block 139 as being N40'28'45'E according to the Plot described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. All Lot dimensions shotgn are per plat unless othertyise shotlin. WELL / SEPTIC Pl( ALL CORNERS SET 101 'F4"AfC 1101- G4, Bl yOF�BI Q9, 19Cl �g �1 • �fy \ 10.4 SE � \O i o 'O'po BOO4r �y^O OAS �,,0�oo''E� T_ ' � S\/f DES �_ ee1p�Assuyq✓/y�?Og4 SE ,d102 QocCMRSID-El� .`j-- A aN � N READ �A/\rP0'O '"��/ , AEAR ZNG. PROPOSED PLOT PLAN (OuBJEdT TTi doXTRAdTDR HEALTH DE".. AND BUIiRd DEPT. APPROVAL) ALL ELEVATIONS SHON HEREON ARE BASED ON AN ASStIft DATuV LAST FIELD DATE:12/30/15 5904 SHANNON DRIVE BOUNDARY SURVEY SCALE: 1"=30' Atlantic Land Designs of the Treasure Coast, LB7468 Certified to: Adams Homes of Northwest Florida, Inc. DATE:5/17/04 754 NE Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 DRAWN: S W I hereby certify that the survey shoilin hereon is true and correct and is based on actual measeur emenls token in the held. This 2 �04—�626 ALD5543@gmail.com (772) 3984290 survey meets the Vinimrm Technical standards of Chapter 5J-17 Florida administrative code. �Eairrr`t.�if James A. DlgltallysignedbyJames A.. lrolc PSM 5543 DATE: REVISIONS 31 I6 reyi5e e<comments DN:m=JamesACesiroJc,o=Atlantk Land Design, au, Cesiro Jr. ema11=ALD5543D9mailcom, c=U • Date: 2016.03.03075655-05'00' o stirs my 0 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC "'toeso� era SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL kFa suave. LEGAL DESCRIPTION: Lot 2 in Block 139 of LAKEWOOD PARK - UNIT 11 according to the plot thereof as recorded in Plot Book 11 pages 32 A through 32 D of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: R.O.W. = Right of Way CONC. = Concrete R = Radius of curve L = Length of curve A= Delta of Curve YEAS. = Measured SET = Set 5/8" iron labor With yel lot, cap marked "PSI 5543" X—X—X-= hoin Link Fence 0—„—v= �ool Fence ®= Pot,er ole (r > Ir ®= Water Deter 0= Bell South OH--OH--OH-= Over Head Wires ®_ Well S.F.=Square Foot F.F.E.=Finished Floor Elevation (e)=Not verified by field measurement FD=Found 5/8" Iron Rebor PL=Value as plotted CIS=Value as measured in field #=Value as platted & field measured 4b= Site Benchmark S.F. = Square Feet OHO V O%/ P �o \ 4! NS 4SSI� "7'Z' 9106 x P4iN; - R0 4D OQ/\J9o� o t +10.02 LAST FIELD DATE:5/24/16 5904 SHANNON DRIVE SCALE: 1"=30' Atlantic Land Designs DATE•5/25/16 of the Treasure Coast, LB7468 754 NE Jensen Beach Blvd. Jensen Beach, FL 34957 DRAWN: S W Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 2004-0626 AI nsrd3 hnrnail mm /7791 AOA_d90n DATE: I REVISIONS I Cer SURVEYORS NOTES: 1. Unless othert,ise noted only platted easements are shot,n hereon. 2. No underground utilities or improvements Were located unless othert,ise shot,n. 3. This site lies t,ithin Flood Insurance Rate Map Zone X flap® 12111CO070J Dated 2/16/12. 4. Flood Zone shot,n hereon is an interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 5. Bearings shotgn hereon are based on the East line of Lot 2 Block 139 as being N40'28'45'E according to the Plat described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. All Lot dimensions shot,n are per plat unless othert,ise shot,n. WELL / SEPTIC ALL CORNERS SET 1,01- C 10 9.2 S `9C4tir rf y000% - 14- 9 3r " 9 Z04 rag � Hr _ n � \ \ 00 O OSF �gnoy�e44 •� ?B6 /yo 41 9� ti +10.4 r ti �o +d(0.2 N rn o_ $P�!Ipp n.F _o Date nit. �' ova M ALL ELEVATIONS S 0*j HEREON ARE BASED ON AN ASSUMED DATUM I nereay cattily that the survey shoAn hereon is true and correct and is based on actual measeuremenls taken in the held. This survey meets the Minimm Technical Standards of Chapter 5J-f7 ,.r eEsr Florida administrative code. aysrrc�r Digitally signed by James A Cesiro 4 James A. PSM 5543 DN:m=lames A.Cesirolr, ` o=Adanncland Desigr�ou. Cesiro Jr. email=ALD6543pgmaiLotm,c=US Gate: 2016.0517 07:10.30 -0 00' F° sreTr or NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC °toes o. SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL "e au.ve+is 'p `IV LEGAL DESCRIPTION: Lot 2 in Block 139 of LAKEWOOD PARK - UNIT 11 according to the plot thereof as recorded in Plat Book 11 pages 32 A through 32 D of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: R.O.W. = Right of Way CONC. = Concrete R = Radius of curve L = Length of curve 0 = Delta of Curve MEAS. = Measured SET = Set 5/8' iron rebor With yeIIa* cop marked "PSM 5543' x x x — Chofn Link Fence v -Ca WPood Fence ® = Polder ale 0= BellrSouthr OH- OH --OH-= Over Head }fires ®= Well S.F.=Square Foot F.F.E.=Finished Floor Elevation (•)=Nol verified by field measu FD=Found 5/8' iron Rebar P1.=Volue as platted Volue as measured in field 9=Value as platted k field mess. *= Site Benchmark S.F. = Square Feet 0_ LAST FIELD DATE 5904 SHANNON 5 SURVEYORS NOTES: Il�wl 1. Unless other*ise noted only platted easements are shown hereon. 2. No underground utilities or improvements Were located unless other*ise sho*n. 3. This site lies Within Flood Insurance Rate Map Zone X Mapg 12111C0070J Dated 2/16/12. 4. Flood Zone sho*n hereon is an interpretation by the surveyor and is provided os a courtesy. The flood zone should be verified by a determination agency. 5. Bearings shown hereon are based on the East line of Lot 2 Block 139 as being N40'28'45'E according to the Plot described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. Ail Lot dimensions shown are per plot unless other*ise sho*n. ATE 6�17�04 of the Treasure Coast, L874988 1114 Jensen Beach Blvd. Jensen Beach. FL 34957 tkA}N: S Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 2004-0626 AL055439gmail.Cont (772)398-429D DATE: REVISIONS ® St Lucie County Health Department Environmental Health Division Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5r,'S"-IG53y31 & Well # 54-2sag Date: f z (Pi(- Reviewer.• J 044L: j SEPTIC ALL CORNERS SET Au aEVATI00 Wo f AM WM oy AR to: 1 am hereby cattily that the survey shhereon is t and is based an actual aceaseurements taken in the survey meets the Vininem Technical Standards of Cn Florida administrative codDl9iealyslgned hyJnmesACPSIro James A. M.nWA.CelMA, a�Adantk"DesiBn.00. Cesiro Jr... &W[ A �adBmamcocn.� Duo; 2a16.a1JJ41322i.17-05W NOTVALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONC SEAL 4 le 1 �`0" Inc, PSJS 5533 WAMW RECEl -D JAN ? 81016 A MATERIAL LIST QTY I DESCRIPTION 3 H 26 At. -PRO -BUILD AI MHoaE. Rant Gry,FbMa, 33561 mp Rana: 813 3051300 Fes B13 3051301: ••• 6I yyadiM M1M4IrMmffih9 Nn tlMN9ed M4.deEJ6i0reT • - AIBb M1aoM hmr,lNestl4Mrm�tly mvoiPy Ere`rNiuy WFMwim emmbW bemNeesly1N41n1 fdW41b MMLLu Arty Nhv. mLY.ek v aMN4y byre] NYnYotQJalea NfbMlWf/-I • nobn�r�greAWIetl M1ObReaeM1ve. Nry4tlrreeeunmenp,ry emtlal0 ' apmBuM, me grlgnpltleyuem�mymavmonleMtluAbwMoeMP+qb6 k40e �•. NmYe ne�fGly b reM eM eeelT rlrenpe a erveN M1¢neVUWn IX[rrmmrre b PB . .' e'3 Nrn�res4e'n'men arn'ma`�mnemee ,tam�m �6�Nrmrur4rim eem umNtl..mM1� WmT'reNxfAOeNirYlM.n bFu' rrCne;I.�0b1rY66M; ilvaorekm..Hme.ma aen6rL.aebtaeere:alrmlgWmomo-a Ym. M kkWngM1 eM ery eperlY rW Nee mnmerg reirderaNee: 4.Im+awgtltllwcaruawr, broa•Bemme ae 6ltlMom.9moNdr9nu raulr. elewM hew.epYlelfLDgeas� ebb xa muemp reWrm®r4: 6.l4vme+hWr wlrgrwr:mnw: 1.1 AlNbohvr. (meaWt, rermsm.neNelam vre' swill u41 tlm n 6W9 rwukmenb:N e)ury cUv 0la.NwvY'beM0W9q.MMMeee m, O'lrveweru'4r�Nrd�evT �e ' NMereaberm,tl)9aM1lbaNw. WJe^'L�NbeH-eYe_pfm. eV altic w9b Gr4N®N.a Nlr PlvNss Wmre^�Jadr&R - _ •• C.)Oa`sgrr oeenm meaaa earbr2de aw M1mmdedge w.da w�wwvdewrWri maeimoe.tlodeM1amgrmwm,gaiemqM14aare ePym nml®✓reme.em Nngmbererz 3_ .. � DJ Te4tam em Ikbery. omepr�rp�euvq�e+ mw fiereyreene.emmw. ? tiNrl LEbr<bMY 0'n 9d E+FVY-N b VM.M e40e9NeropasPlhJbpypVrO 4'Ir rc . I.�r�ra�'ee�n°ae4.°�ea�w..�mn we�m�emerar:aa�eu�°nmroa�' •_ AppwWBy: q T.C. Peh 6/12 MITek En&wrrp MRek M20 7M -nC B.GPOtlr : 3/12 Ba*,Code MCMI4 T.C.Ske 2x4 ASCE2-10 Hcel Hgt 2JMST0 TPI1-MO7 — mwk, w Truss Design : COmDB CmMkq rvo Carra .' : Ha. UD6BCN `Wa NMrFH9 Ovednng IF "dSDeed/Ergosere 1WMh /Exp C O.H.0 R b Mean Height 11T Spa M : 24.0.C. Bldg. QL (Fm ) : a (IM) t00 r : SYP Entbene ICoemaeml : Firtleeed (10.18) Envy Expou Wm !anal Expewwm iy (� 8-8,.HOL O Bry HBL c� O BSHeL Q em.HgL Q &g.Hgl Q B'H'L Brg.HBt H Bg Wae aQ b Bmery Habme•ea.. Bdsydakv SMlesm HTIY18 o2&2Q H s LUS24 suawo- M US283 g NNU3C8 � p HGUWII4 © . USP ®Hi1l12btB oGTWSZf Q. �. 8GT OHJCM V p U NsbladmaNeb DermnwfnnrsuhSnery BrNelrea Nanreclenmg0eJmm4 I F 0 z Ck l: ADAMSHOMES Smb NA Blake Landry 89281034