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Home My WebLink AboutSUBMITTED PAPERSL�j ALL APPLICABLE I FO MUS BE CO�II1 PLETED FOR APPLICATION TO BE ACCEPTE[ ., ,.,,, �� Date: SCANNED Permit Numbe BY w¢. be..V 4 - �- `- St. Lucie County "•�• �� X) Building Permit Applicatidli. JLL0.�.-l+_210j-` Planning and Development Services I" �c `";forks St •^T Building and Code Regulation Division county; F►:;q" 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 6477 ALEMENDRA Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 PropertyTax ID #: 1306-111-0001-000/0 Site Plan Name: FAIRWAYS Project Name: Setbacks Front '�>V Back: �3\ Right Side: '3a 1 Left Side: `SI DETAILED DESCRIPTION OF WORK: Lot No. 6477 Block No. MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: itiona wor to e e orme under tispermit—checka In appy: HVAC UGasTank ❑Gas Piping _Shutters Windows/Doors ❑✓ Z✓ Electric 0 Plumbing Sprinklers ll Generator 21 Roof Total Sq. Ft of Construction: 2,108 Sct. of First Floor: 2,108 Cost of Construction: $ 58=0 Utilities: Sewer 0 Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address:8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: EER: Not Name: BRADEN & BRADEN Address: all COCONUT AVE. City:. STUART - State: FL Zip: 34996 Phone: (772)287-8258 FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: _ x Not Applicable MORTGAGE COMPANY: Name: X Not Applicable Address: City: Zip: Phone: State: BONDING COMPANY: Name: _Not Applicable Address: City: 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 commencing work or recording vour Notice of Commencement. STATE OF FLORIDA STATE OF FLORIDA COUNTY OF qi- T.,,,.; n COUNTY OF—St The forgoing instrument was acknowledged before me this 29tdey ofminp 20 A by 15 Matthet,>-Lyle Wynne (Name of pers9nacknowledging ) Personally Known x Type of Identification Prodr Commission No. Revised 07/1 Identification (Seal) EXPIRES: February 23, 2018 Banded ThN WWPubia Undenrftm The forgoing instrument was acknowledged before me this2g_ day of .Tnnp 20_Ak •by 15 Matthew Lvle Wvnne (Name of person acknowledging) (S' n t re of Notary Public- State rida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. (Seal) EXPIRES: Febru ry 2 , 2019 eaM.A..-..,_._ ary 23, 2018 n REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE M—AIMOVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE 0 COMPLETE 0 INITIALS M 11/18/2014 15:56 7728787656 WYNNE BUILDING CORP PAGE 02/02 r" PERMIT# ISSUE DATE PiANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification Number. State of Florida Certification Number (if appliea.bre): CFC142§458 — ui t Plumbing have agreed to be the (Company Namedndividual Name) plumbing Sub-contractor£ozWynne Development Corp. (Type orTrade) (Primary contractor) l:or the project located 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. 004-60) QUALIFIER (Name of the Individual shown ou the Contractor's Liccnse) NOTARIZED SIGNATURES ARE REQUMED Business Name: Lindquist Plumbing Address: 3185 Sneed Rd pity/State/Zip: ,Fyn t• r t+'7 7 d R d S Phone: (779) 461 _1 96,R email: Wade rase SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF S % . /emu C I C, THE FOUGOING INSTRUMENT WAS SIGNED BEFORE ME THIS .26, DAY OF u N , 20 [.cam BY A h E WHO IS PERSONALLY KNOWN w-' OIi HAS PRODUCED AS IDENTIFICATION. (STAMP) - SIGNATURE 4V NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 ,op;pu. DOROTHY ANN BASKIN i(b ;F, Notary Public • State o1 Florida My Comm. Expires Oct 2. 2016 Commission I FF 015226 Bonded Through Nalional Notary Assn. PERMIT # ISSUE DATE ANOMENRINSM PLANNING & DEVELOPMENT SERVICES Nim Building & Code Complisuce Division BUILDING PERMrr SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State o£ Florida Certification Number(tfapplimble): CACO24379 of St Lucie County, Inc. have agreed to be the �i.uu.pm.y ..ou,.•,.......___ ..-----I air conditioning Sub-contractorfor Wynne Development Corp. (Type of Moo)(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 CNo. 004-00) ! j BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: �F� email: jj� rr�� i mmertll� n �PuNT NAME COUNTY OF JI , Luc 1 L DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS �AY OF BY E ��LI Z i 1l Y� lE C r -C— WHO IS PERSONALLY KNOWN OR HAS —�—� — I PRODUCED AS IDENTIFICATION. J IGNATU OF NOTARY PUBLIC SLCPDS: 12/162013 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division mom BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (If applicable): Treasure Coast Roofing, LLC have agreed to be the (Company Name/Individual Name) EincT Sub -contractor for Wynne Development Corp (Type of Trade) (Primary Contractor) For the project located at or Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone: Treasure Coast Roofing, LLC 1816 Biltmore St. Port St. Lucie, FL. 34984 (772) 343-8308 email: _71�1 J Brian MaloneyyC`�u�VS SIGNATUR PRINT NAME DATE STATE OF FLORIDA, COUNTY OF S% . "G tC THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 2 G DAY OF J BY /• X l411! ln,4c—ow!y WHO IS PERSONALLY KNOWN ✓ OR HAS PRODUCED AS IDENTIFICATION. /c",. (STANIP) SIGNATURE OU NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 ,.•� a DOROTHY ANN BASKIN ;i° `b s Notary Public •State o1 Florida My Comm. Expires Oct 2, 2016 Commission f FF 015226 �''%aI•t Bondod Through National Notary Assn. RLc1CIE COUNTY ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: ne) #1306-111—nnnl-nnn/1L;�,_/7 7d 79 all i-}iad �arh lvinrt (Tax ID/LegaidescriptiorJAddress) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew T,ylp Wvnnp �y�/'Y 06/29/15 Property Owner Name �P,roperty O.77MU Si7nature Date STATEOF FLORODA, COUNTY OF St. LuCie ACKNOWLEDGED BEFOREMETHIS 291-11 DAY OF .Tnn� 0 20-15 BY Matthew T,ylp Wvnnp HO IS PERSONALLY KNOWN TOME RwHOHASPRODUCED AS IDENTIFICATION. Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER ri9y; SUSANMAGEE .: MY WMMISSION#FF187647 41.•;' EXPIRES: February 23,2o18 R7',4k• Bonded Thou NoteryPubkundemilen St. Lucie County Building '& Zoning v 2300 Virginia Ave oAio Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation - will be using the following sub -contractors for 'the (Company/Individual Name) t project located at (Street address or Property Tax ID 0) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 IIVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I ISSUE DATE: NUMBER: 04/23/2015 09:12 7728787656 WYNNE BUILDING CORP ' t PAGE 02/02 ��} f'�+, rig✓,�: r<?U;11n1 PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St- Lucie County Contractor Certification Number. State of Florida Certification Number (ifoppfieable): (Company have agreed to be the Elpet Sub-contractorfor Wynne Development Corp. ('Type ofllade) • tPnmanr rnnT 11 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. Oo4-00) BUSINESS QUALIFIER (Name ofthekdMdual shown ontba Contractor's License) NOTARIZED SIGNATURES ARE RIQUIRED Business Name: S&W Electric Address: W_ Coker Rd. City/State/zip: rce PL_ 34945 Phone: (772) 464 6dfifi email: SIGNATURE Lawrence Stubbs PRINT NAME DATE STATE OFFLORIDA, COUNTY OF�_ � I =I ) ( `( e% THE FOREGO`I/NG FNSTRFJME14T WAS SIGNED BEFORE ME THIS (��DAY OF -:SOA 20 NS BY Y WHO IS PERSONALLY KNOWN PRODUCED OR HAS AS IDENTIFICATION. RTNT NAME OF NO ARY PUBLI SLCFDS: 12/16/2013 (STAMP) n" LAURA R. CUBBEDGE Vi Commission # EE 209915 Expires October 21, 2016 11"TRR1W am WTWTm/Fainhi&omwB8*385.7019 TIP CA ILS , A%QILVL 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 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1657 and ASTM D 2922 October 6, 2015 15060559 Wynne Development 6477 Alamandra Spanish Lakes Fairways Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 152145-1 d/ES/ct TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" -12" 40 107.1 111.9 95.7 2. N.W. 36 108.3 96.8 3. Center 44 107.7 96.2 4. S.W. 42 108.4 96.9 5. S.E. 40 107.7 96.2 Soil Description: Brown and Gray Sand In Place Moisture: 113.0 , 7.6 Percent W I I I I I E I I I I I I OptimurriMoisture: 1120—••—••I 11.0 Percent I I I I H I I I I I I T ' Max. Dry Density: 111.0L.._..�.._..' .._...._..'.._..+.._.._ 111.9 P.C.F. P I I I I I I I I I I I I @ Test Locations The c 110.0 Density & Penetrometer F I I I I I Readings Indicate the 109.0 —•— - — I „_.,I „_„I.,_.,_.,_.._ Degree of Compaction Meets I I I I I I Minimurrl Mf6dito D I I I I I I for UgB1� l LIKet9`ft°, R 106.0 I—..—..�.._..�.. A _..+.. ` Poi. lei •!9g e `1s atural Grade. Y 6 9 10 �� Res �eUlly Su6mI .— No. 68 Moistur of Dry�Wgigt k' - 5 Ull.,1l 2015 Jeli , -.HF BY: E- ltitakes.com (; n I t7 �� Fax anB°iV�ejpjR ep�IPkIIeuP.B71293lSIDLib.IJom860 / Julie E. Keller, P.E.: 68366 o, Ilk R ljtAV 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. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION ITEM TESTED TEST LOCATION OF SAMPLE SOIL COMPACTION REPORT ASTM D 1567 and ASTM D 2922 October 6, 2015 15060559 Wynne Development 5477 Alamandra Spanish Lakes Fairways Ft. Pierce, Florida Foundation Fill KSM JOB # : 152145-1d/ES/ct DEPTH *PEN DRY MAX. DRY PERCENT READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0"-12" 40 107.1 111.9 95.7 2. N.W. 36 108.3 96.8 3. Center 44 107.7 96.2 4. S.W. 42 108.4 96.9 5. S. E. 40 107.7 96.2 Soil Description: Brown and Gray Sand In Place Moisture: 113.0 , 7.6 Percent W I I I I I E I I I I I I Optimum Moisture: 1 112.0 11.0 Percent I I I I H I I I I I I T Max. Dry Density: 111.0 �.._..�.._.. .._...._..' .._.. } .._.._ 111.9 P.C.F. P I I I I I • I I I I I I @ Test Locations The c 110.o t '—"r" "r"—"T' — 'T' "T"—"- Density & Penetrometer F I I I I I Readings Indicate the I I ,•_„ I ••_•, I „_•,_• 109.0—.._.._.._. _.._ Degree &aompsar&n Meets I I I I I Mlnl�rb3 (:IIreL^�*a1oo R I I I I I fora n aa` S�CF�Mg a it�Cv�«. y 108.0 �.._..'_.._..� .._..4...._.. j .._.. ' .._..� *A . Readings tural Grade. 8 9 10 11 12 13 14 foes tf�flyle Moisture - % of Dry Weight S1Ann c-man fgepf °y spirrnssma(`Kesrtcyom I a p8 Fax and MaIt45: R nl Ui Kellett PtE.6 71293 iSIDL C. Nom860 / Julie E. Keller, P.E.: 68366 10/07/2015 15:29 7725P°C1AS9 KSM ENGINEERI";.r-, PAGE 04/05 Tdr102LAf "I1 AVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 765-8488 FAX (501) 845-8876 E-Mail: KSMpp KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 559.6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October6, 2015 KSM JOB # : 152145-1d/ES/at PERMIT # fl6055 CONTRACTOR Wynne Development _ JOB LOCATION r5477' lamendra Spanish Lakes Fairways 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" 40 107.1 111.9 95.7 2. N.W. 36 108.3 96.8 $• Center 44 107.7 96.2 4• S.W. 42 108.4 98.9 5. S.E. 40 107.7 96.2 Soil Description: Brown and Gray. Sand in Place Moisture: 113.0 7.6 Percent W I E I I I I I I Optimum Moisture: G 112.0 i—••—••r••-•• • —•• -�•-^ I I I I 11.0 Percent H I I I I I Max. Dry Density: T ' 111.0—..�.._..' .._.. �.._.. .._..+ — - 111.9 P.C.F. P I I I I I @ Test Locations The C 110.0 i- —..• r i —.. T. — T T ^ Density & Penetrometer F ! I I I I I Readings Indicate the Degree Meets 109.0 �— — - - — I „_,• I „_„_,._„^ ,4i4omparAg1%n I I I I I Mini �•,, R ! I I I I I ,„+,Nth for, *. "Fern. Readings I�cetl4� fdatural Grade. y 108.0 G-.._..�.._..�.._..�.._.. E.._.. } .._.., a 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED OCT 08 2015 Av Fax and Mail'4b4Ronald �� P.E.B37 d3 YSIDeb. Nom8b6 / Julie E. P P.E.:68366 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CER° 7FICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: -56C' 0� JOB ADDRESS: (>LV BUILDER/CONTRACTOR: ✓�l d HA/) Cotiar PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest control Association. s/r Square feet if area treated: I g l y Chemicals used: (- a � I Wz' Percentage of solution: Date of Treatment: _Footing Is'Treatment !Re -Treat _Driveway _,_V Treatment _Re -Treat _Other _lam Treatment !Re -Treat Total gallons used: ) y D Time of Treatment: /' O O —Slab �I't Treatment _Re -Treat Pools _1" Treatment _Re -Treat _Perimeter for Final Inspection C SI�Fxterminat r 3 U6)s► t—ori P'e/rc e, Note. There must be a completed form for each required treatment orre-treatmentand this form mustbe on the job site to be picked up by the inspector at time of each inspection or the scheduled inspectlon W11 fall and a•re-inspection fee charged. FBC104.2.6CerlifrrateofProtecdveTreatmentforpreventionoftennites Aweatherreslstantjobsitepostfngboard shall be provided to receive duplicate Treatment Cerbfirates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Cerbflcate shall provide the product used, identity of the applicator, time and date of the treatment; site location, area treated, chemical used, permntconcentrabon and number ofgallons used, to establish a verifiable record of protective treatment. If the soil chemical barriermethod for termite prevention Is used, Anal exterior buatmentshall be completed prior to Anal building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electplcal panel box cover, listing all the treatments and dates of applications. '4. v 4 lel—/�j4 Planning & Development Services Building & Code Regulation Division Moo Virginia Ave Fort Pierce, Fl. 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: '6 6 6� 0 JOB ADDRESS: N 7 z BUILDER/CONTRACTOR: � H r Ai C a PEST CONTROL CONTRACTOR; PEST CONTROL LICENSE #: -=% t We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance w1t4 the standards of the National Pest Control Association. Square feet if area treated: Z'bS/jolt So Ir Chemicals used: Percentage of solution: , 0 6 Date of Treatment: ; - '�" 16 _Footing In Treatment !Re Treat _Driveway -�YiaTreatment Re Treat �Othe '�akJ� 1¢Treatment Re -Treat Total gallons used: Time of Treatment: g " _Slab _la Treatment Re -Treat pools ' _T Treatment Re -Treat _Perimeter for Final Inspection Signature of Dcterm r 3q q.5"l QIWc,e, Note: There must be a completed form for each required treatment or re-treatmentand this farm mustbe on the job slte to be picked up by the Inspector at time of each [Mectlon or the sdreduled lnspedlon will fad and a•re-Inspecdon fee charge/. FBC104.2.6Certi&ateofprotective7,reatmerrtforpmventlonoftenvItea Aweatherraslstantjobsiteposdngboard shall be ptovided m receive duplicate Treatment Lprdfrmtes as eadr required prove beabnent& romplelM providing a mpyfor the person the permit is issued to and another copy fortrie bullding pennit files. The Treatment Cerdficateshall provide the product used, identity ofthe appllcator, time and date of the treatment site location, area treated, dtemimi used, percent concentration and numberofgallons used, to estabfish a vedfiable record of protective treatment. If the sell chemical balrlermethod for termite prevention is used, final exterior beatrnant shall be completed prior to final bullding approval. St Lucie County requires for the final Inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications- h r-1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 \ Request for 30-Day Temporary Power Release -Date, Project Address: Permit Number: y� Lido — QS S THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER 70 THE ABOVE DESCIMED PROPERTY, FORA PERIOD NOT TO EKCEED 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: L This temporary power release is requested for the above slated purpose only, and there will be no Ocarpancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abuse by all terms and conditions of this agne2ment, including EW4ing Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing' have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writind to the Building Official stating the reason for the reg6e9t 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 rift the Shop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD•HARMLESS, S n LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANYTYPE OF NATURE WHICH MAY ARISE NOW OR I*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. RECEIVED APR Ott -nnn/ W, nnn I nnnl n.n9/! AJ nil I nl 4" y11IxAi t.m1 M•nl nl J1 M L98-J t000A000d 6Z9-1 999L8L8ZLL dao0 6uipling auuAM -W08:1 09:L0 9L� bL-b0 Carl RECEI,. -D APR 0 6 2016 Professional Insulators of South Florida FTC Insulation Installation Certificate To: Ist Lucie Count bate: lr&rch 29, 2016 Re: I Lot/Block Address: 16477 Alemendra Street I Project: Fairways The undersiened hereby certifies that insulation has hem installed in the above described orooerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches; Fiberglass Blankets Manufacturer.. Fi Foil Rock Wool Blankets Density. X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thic Mess in mehbq. Manufacturer: Johns Manville Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceitings (Inaccessible) insulated with; Spray -on Cellulose Thickness in inches: 9.S" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass llankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock'Wool Density: Fiberglass Blown R Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C hiving area have X Fiberglass Blankets been insulated with: Rock Wool Thickness iaincbes: 3.51, Polyurethane Manufacturer: Johns Manville Spray un Cellulose Density: Open Cell SPF R-Value: R-11 S. The following bave been insulated: at•, . ��pA�!!hl�r�' Ow :V S ,+�� I(tRifl_6. 0 1iVYNI4E BU¢,ONNVIG CORP. General Coutract/Builder COSC1254041 CompetencyCGmpetency # Professional Insulators of South Florida, Inc. Insulation Contractor By: 69L-9 £000/W00d ttg-1 999L8L83LL WOO Buip[In8 auuAM —WOU 9ti=60 9L,—90—ti0 0TITAN 1/ CONCRETE Materials for Life` "Thank you - We appreciate your business" FORT PIERCE 4:1.99 ri1-.1 VI T"7_ ROAD FT 1='Tr'RCIS,. FL.. 349E1%' 71 Ticket no. Delivery date Plant Truck Driver Truck size e'ob 1r!)/2[?): 1'.S (,r A L;aE18 C)REI.1.01,1(1 lif)r'rlf:L. :;,. `.%)rtl tYa 7 ¢3L_F1IR (]Id Customer no. Customer name Zone - Tax CD S)lriC?rr?<+E53:, I F:(?!)IACi'r 19611._L.. Gr.)hlC;l'tL_'T'r.= rC11s1ST I rr, Tarmac project no. Customer P.O. no. Order no. code t-Charge delivered 3-GO.D.. Time due (Terms .L r!): i:L (;Lt%i fl f4 ,X{harge F.O.B. 4C.O.D -F.O.B. I J. ;I, ;,'1!j',','j Delivery name and address Lot Block County '3'r L..I.JC;:fI'C (;`:)lllsl'Y'Y G�aJ'?, ,11..I:C'•tf:N))i('-t„ For,'r 1='7:f:_Ii(:F: Instructions I ".7:i li::),]:'T' 17 8 f L.. E,1 4,. R F'I_ C,14,� 'T1_ 511716�Is TS11 LAKES S:il_VD Slump r 01.1), 'TR NUL.VO 1_-ACQa ;3T, rlt :f,ol_.-) AVE, 11.. (11_.Ic`.I''Ifi-NDRA ST Quantity -- I 1..Produd ;., . . ,:,,., . ,;^'•. _: [UM Unit. price_ (Amount; Load Cumulative Ordered Code Description 8 rd[) :38 00 ("Ar 2`;h:LEij:?`;Cd[i 457 C:Y 3 tI0 1a:91'i+iit.}. r9i•1'3Tra-;f'a::tar:r. 1170 ..?51 rlv 1..i:9C'7 }tll%9J4 1.':1N .TF-,'C?I•I ;�itF:CI-10 110 RECEIVE3 OCT 2 0 2015 CD C-3 Load Arrive jp6site Startdischarge Finish discharge Leave job site Arriveplant c� Subtotal t .Sales tax TOTAL Additional water added to this concrete will reduce its strength. Any water added is at cust finer' risk. Gallons of water added: c.a Gallons of water added: _ Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval:. Tested Tested properly I No. 7146527 q Q `` 5 2 7 I Aut or zed a, d,r�iv�ed by� Yes ❑ No ❑ Yes ❑ No •A, V ✓/ Safety is a constant state of mind, with every employee feeling responsible and, empowered to act to cause him and others to work safely, on the belief that all accidentsare preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE I. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Hoye. s credit agreement with Seller, incorporated herein by relerence: all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writingand signed by each party. This Contract willbe: construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1% 10°' proximo maybe deducted if no previous balances are past due. Interest at the lesser of Vh%per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection pd, litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired of deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. ` 3. Regular delivery hours are 7:00 am. - 5:00 p.m., Monday through Friday. An additional charge maybe added for deliveries outside of these hours and for any waitingtuadoading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is P/2 cubic yards. 4. Buyer will (rive Seller at least 48 hours prior notice of the time and rate ofrequesteddeliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines. Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time, (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated byACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED. INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE 1-IEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for simup,strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to preventconcrete after unloading from coming into contact witb any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish zn)/admlxtures or itgredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to providevi'orkability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the enviromnental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours- after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT13E LIABLE UNDER ANY CIRCUMSTANCES :FOR ANY SPECIAL. INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY,. WHETHER. BASED ON STATUTE, TORT, CONTRACT: OR OTHERWISE, AND WIIETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE. DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER TI'BS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 3344E 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law, WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WWW.TITANAMIiRICA.COM. 0WON 3rT YIYAN' CONCRETE "Thank you - We appreciate your business Materials for Lifeo 0. Ticket no. F01"IT PIA.-WP: groncreW ROOD F-T 134914�.� Pe ivery date Plant Truck Driver Truck size ITpejol 9.. 5 Ce) stomer no Customer na Zone Tax CD 1)000-,�'5.35 TPl JD11iFY HAIJ )rmac project Customer P.O. no. Order no. Terms code J�Cha Tge delivered 3-C.O.D. Time due ' livery name an ad Lot Block CounTy r 1. s t (."OUNTY ructions slump TAVD. TR "J'TiNI 911 L OKP�:, DLVD, TP NUEVO :!'131_11) 0 V L. JT_rc_duc�� Cumulative Ordered Code Description I'J. 11`5 0 9 150 Cf) C 1:99 01 ('a FIJI .. 11 �3, 1P.., (,I 1( 3 0) 8CAr PI 1. 4 CY t. Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax Drial water added to this concrete will reduce its strength. Any water added is at customer's risk. of water added:_ Gallons of water added: — Gallons of water added: Amt of CY Retained:_ -rAonroval: — Customer Approval; . Customer Approval: — Customer Approval: — Tested properly No. No EJ Yes E) No 1 7146644. ty is a constant state of mind, with y employee feeling responsible empowered to act to cause him others to work safely, on the belief all accidents are preventable and zero incidents is the only goal. Lot: by Address: —Correct Not Correct CUSTOMER COPY TITAN FLORIDA LLC TERMS AND CONDITIONS OF 1. All sales will be subject to these roam and conditions ("ContracC) and, if buying on crt � Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any, terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in wntinp and signed by each party. This Contract will. be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the monthfollowing the month ol'delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 1 n' proximo may be deducted if no previous balances are past due. Interest at the lesser of Ph% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices front the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- islitctory to Seller Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours arc 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any wdinng• unloading periods m excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer wiii grve Seller at least 48 hours prior notice of the time and rate ofrequested deliveries. Delivery schedules will be mutually agreed upon between Sella and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide sunehle approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles•, sidewalks;driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless Item and against any and allliability, lo>s and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's Bros, negligence or w illful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal an(] Seller's return charge per truck for, (i) orders not cancelled at least one bout prior to dahsery time; (if) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measure "m place", Yield will be e.,tablished in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made b or on behalf of Buyer. 8. Limited Warranty. Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will m or exceed applicable American Society far Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordat with ASTM and evaluated by AC'I standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited. warranty, within L, year after deliver} thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANT WIIETHER EXPRESS OR IMPLIED, INCLUDING WITIIOUr LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS A PARTICULAR PURPOSE. ARF HERFBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTfr Tills SOLI: REMEDY OF BL'YLR UNDER TI IIS LIMITED WARRANTY. q, Seller will not he responsible for slump, strength or quality ol'any concrete to which water or other material has been added by or on behalf of B Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placi handling of concrete after unloading and does not guarantee the finished work. in which it is used. Buyer will he responsible to prevent concrete unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely r srble for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the infix designquot w huch may be required to provide workability, strength, setting time orwater/cement ratio, will result in an additional ingredient charge payable by 11. Concrete will be batched and delivered in accordance with. ASTM C-94. Concrete temperature will be dictated by the environmental and material tions at the time of delivery Anyrequirement beyond these conditions will require the implementation of controlled measures during prodLIC601 expense of Bu}er. 12. Buyer must give Seller wnten notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials other cause whatsoever (other than failure to meet compressive strength• in which event the thine for notice will be within 48 hours after the cus time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any fai Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. I, 13. SELLER WILL NOT BF I-IA'13LE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUE u DAMAGES INC'LUDIVG, WI"I'lIOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, CONTRA Cr, OR OTHERWISE, AND WHETI IER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. EVENT WILL SELLER 13E RESPONSIBLE FOR DAMAGE' DUE TO THE ACTIONS OF OTI-IERS OR THE FAILURE OF BUYER TO CO WITH ITS OBLIGATIONS SLLLER'S LIABILITY FORANY CLAIMS WILL 13E LIMITED TO THE PURCHASE PRICE OF THE GOODS UNDER Ti HS CONTRACT.. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Deerfield Beach, FL 3344I. 15. Sevembility. The uncnforceabilily of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and other pro\ usion of this Contract will be severable and enforceable to the extent permitted bylaw, IVARNINC• C U F SKIN IRRITATION INJURIOUSTO EYES CONTAINS I'ORTLAND C'EMENI'. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITHo'' WHERE POSSIBLE WASH EXPOSED AREAS PROMPTLY WITI-f WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMCI !'fff I WA3'I:R AND C LT PROMP"I' MEDIC-AL'AITENTIONJ i KEEP'61L1 'OF REACH OF CHILDREN. / MAT ERLAI.,SAFETY DATA SHEETS(MSDS) ARE AVAILABLE AT WWW.TITANAMERICA.COM. ,ff TITAN _ _,� CONCIgETE Materials for Life" gnAcrete "Thank you - We appreciate our business" Y PP Y Ticket no. FORT PIERCE 4199 SELVITZ ROAD _'83564 FT PIERCE, FL 34982 Delivery date Plant Truck I Driver v Truck -size Type job 03/29/16 FE28 1410 ZEILINSRI ROBERT 11.04 DRIVEWA Customer np. Customer name Zone Tax CD 90004535 I RODNEY HALL CONCRETE CONST I TS TarmacprojeR no. (Customer P.O. no. Order no. (Terms code .T-Chargedelivered3-Go.D. Time due 441031 93772 4LChargeF.0.8. 4C:0.D-F.0.6. 07E32 Delivery name and address Lot Block CounTy ST LUCIE COUNTY 6477 ALEMENDRA, FT PIRECE Instructions - FAIRWAYS SUBDIVISION — I —95 NORTH, EXIT 138 FL-614 , TR slump FL-6141 TL SPANISH LAKES, TR NUEVO LAGOS,'TR ISLA FLORES, 5.0117 TURNS INTO,RLEMENDRA ProductAmount----- Load Cumulative Ordered Code . Description 11.00 111.00 11 00 CAF 05R IO2500 057 11.00 10.36 MRSTCRFIBER M35 — 1. 00 M 007 FUEL SURCHIS 1.00 8012014 'ENVIRON SURCHIS (1 CV .. Load Ar r rivejob site starCdischarge Finish discharge Leave job site Arrive plant ` � ' Subtotal / � J J TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of wateraddgd: _ Q Gallons of water added: Gallons of water added:— I Amt of CY Retained: ' Tested Tested properly No. - *' Authorized d received b 729789 Yes ONO Ll Yes LJ No I I xti Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal.. - Lot: Block: Address: Correll Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE jt 1. All sales will be subject to these terms and. conditions ("Contract') and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each parry. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terns: Net the last. day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1% 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of 1'/:% per month or the maximmn rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. - 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/miloading periods in excess of 60 minutes. Prices are based on full loads; all additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Pk cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic hunks, and/or other property, and Buyerwill indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives ally right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume atthe time of discharge from the truck, and are not sold "form measurement' or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE -WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or oil behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will beresponsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect ol'such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Bayer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event file time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed aconclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER. OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT, IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR. INJURY. AVOID CONTACT WITH. SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICALATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.T'ITiLNAMERICA.COM. �cjev'd 2-08 JOSEPH E. SMITH, CLERK OF THI 'ICUIT COURT — SAINT LUCIE COUNTY FILE k 4086611 OR BOOK 3762 -'E 1911, Recorded 06/30/2015 at 11:1i_ `I acrp0 RECORDING Rt-rum TO'. F PERM TNIIMRER' I tL+.iRu'a: nxnvJ L.na+n JGy!inln L J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the fallowing information is provided in the Notice of commencement. I. DESCRIPTION OF PF OPERTy (Legal dascription and street address)TAX FOLIO NUMBER; .1 306-1 1,1 — 0 0 0 1 —000 /0 SUBDrvisi ' ' SwdY9BLOCK —TRACT—LOT BLDG_UN1T i Illt U .P._._—II,a 6/7 34 39 all that part lyinq northeast of 95 2.CENERALDESCRIMONOFMVIIOVEMENr.'. i 3. OWNER INFORMATION: a. Name W,,i,i.ne BE, 41 di 19—Car pies r=t i on b.Addox, 8000 S. US1 Suite 402t PSL, FL 34952 _ c. interest in property. d. Name and address of fec simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corooc tiOn 8000 S. U51 Suite 402 PSL Fr 34952 772—R7R-5SI1 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6, LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within ate Sum of Florida deeignated by Owner upon whom noneas m other documema may be served n provided by Section 713.13 (i)(a) 7.. Florida Statutes: NAME. ADORess Ann PHONE NUMBER: Tom Lee Spanish Lakes Blvd. Ft. Pierce, FL 8. In addition to himself or herself, Owner designmee the following to meeive a copy of the Liena(s Notice n provided in Section 713.13 (O(b). Florida Statutes: NAME, ADDRESS AND PHONE NUMEER: 9. Expiration date of notice of commencement (the expiration dale is I year from the dam of recording unless a different dam is specified) ._. 20_ 201- 0590 MatthewLyle Wynne,V' —P cir9ent Signature of Owner or Print Name and Provide Signatary's Title/Orrice Owner's Authorized OlDcer/Direetor/Parbuer/Manager State of Florida Cauntyof St_ f -r•ie The foregoing instrument wet acknowledged before me this 99th day of AMR , 20I5 BY Matth LY1 WYnne ,as �bi0 1TeIIt Dornc mhcq (Name of person) ITyPe of authority...e.g.Owneq a[Bcen wsme,a y Forselynne Building Corporation (Name of piny on behalf of whom, nstrument was executed) Pumnally Known(_ or produced the following type of fD ❑ Magee— / BUBMIIIV (Printed Name of Notary Public) (Signs Notary Pirl' F.TpIRE 9CNaFFl �1Y FeDltnYal. Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts i and belief (scnion 92.5.525, Florida Statutes). Signoture(s) of Owner(s) or Owner(s)' Authorised Offtcer/DirectoAPartner/Manager who signed obovei a.. apav omit- m<P STATE OF FLORIDA ST LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT C Y OF THE NA E, SMIT Dale: JUNB31`�c)2015 a WYNNE' ,iUILDING CORPORATION' 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 24, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6477 Alemendra Permit # 1506-0559 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 7 Hernando in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, .,r Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 BRADEN 6 BRADEN, A. I. A., R. A J 97rchileC15 & (Planners ^. •J _ 0 o Z U 417 COCONUT AVENUE, STUART, FLORIDA 34996 p TELEPHONE: C7721 2B7-B258 FAX (7721 2B7-B283 CJ W ".1AC-0ODD32 1 ) �- J f�? St. Lucie County Building Department Permit it 1506-0559 RE Address: 6477 Alemendra To whom it may concern, Please note, the ballard shall be 4". If you have any questions please feel free to call me at (772) 287-8258. Th o D e Braden Br en Braden AIA PA THESE PLANS AND ALL PROFCSEij WOW '.:ARE SUBJECT TO ANY CORPE(;T(ONS REQUIRED BY FIELD INSPEC'i e-"IS TjjXj, MAY BE �7ECEsSANY IN CIRGER TO:.. COMPLY,WITH ALL•APPLICISHL� CODES. -.l..y Ark ... .. ... .. August 10, 2015 ST. LUCIE C�VIT TVpI1Ii.pr_. l�DIVISION REVIEWED FOR CO;Nth Al NCE REVIEWED BY DATE PLANS AND PERMIT ST BE KEPT ON JOL OE NO INSPECTION WILL BE NIADE. WYWi�� BUILDING CORPORATV' —.A 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 6477 Alemendra Permit # 1506-0559 Miami Division Miami 15Tb-oS,C4 ST. LUCIE ConTY RUU.1► N C DMSION REVIF,«'ED FOR CO 3A10E REVIEWED BY DATE 24 PLANS AND PE 11T MUST BE KEPT ON JOB OR NO INSPECTION WILL BE \14DE. 01TED THESE PLANS AND ALL PROPOSEDftK1 5 2015 ARE SUBJECT TO ANY CORRECTIDAb of rnNG REQUIRED BY FIELD INSPECTORI''i4. County, FL :.149A(BE BECESSARY IN ORDER TO COMPLY ,WITFI ALL'APPLICABLE CODES". In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium UDL-25 Plus - NOA# 14-0603.18. If there are any questions, I can be reached at (772) 878-5513. Thank you, MatthewXvle Wvnne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-8175 ri, BRADEN & BRADEN, A. I. A., R. A. Sqrchitects & of 167( s 417 COCONUT AVENUE, STUART, FLORIDA 34996 TELEPHONE: (7721 267-5259 FAX (772) 2B7-6263 #AAC-000032 St. Lucie County Building Department Permit #:(15-064O5 RE Address: 6477 Alemendra To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi If you have any questions please feel free to call me at (772) 287-8258. L11 t C ,(:( 414L P, 9 RECEIV7D AUG 0 6 2015 July 29, 2015 0 BRAOEN 6 BRAOEN, A. I. A., R. A. Sfrchilecb & 'Planners 417 COCONUT AVENUE, STUART,, FLORIOA 3499B TELEPHONE: (772) 267-B25B FAX (7723 227-92BS #AAC-000032 July 29, 2015 St Lucie County ,wilding Department Permit #: 150'�Fi-0559, RE Address: 6477 Alemendra To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi If you have any questions please feel free to call me at (772) 287-8258. 111�!� 1.�: i .1 1 i . 1 1 l MIAMN MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. RE COPY ._W#11� NONO.: 14-06018 niantuoa.a couCOUNTY to Expiratioo n Date: 08/O8/S/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateaory: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium4UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® IJDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium®UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & H sides coated with UV protected and slip resistant Location 91& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & H side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location 92 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & I1 sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RE k111;0P`V NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D 1970 Unreinforced polymer modified bitumen material Manufacturing Location 94 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: I. ML1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MM-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-0I I ASTM D226 12/09/14 Trinity ERD I15010.05.10 ASTM D4798 / D226 05/14/10 139010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium UDL-25 PLUS, Titanium® UDL-30, Titanium" UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U 10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof Ul 0, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 ''/G" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies using Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. A o.: I - 3.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titaniumm UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium® UDL-25 PLUS, Titanium® UDL- 30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMMADE COUNTY 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE F1LE ;o. NOA: 4-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 PA*f d 3Y" ; .� �•� z �—T lSo� a bQ Q S'y" P7 o i� y • 'b " 3 .t V JUN 3 0 e"Oi5 Tubc Wuo-ks at. LucieCounty, FL g 6L e 7z1 FRONT SIDES_ S& CNR SIDES ML REAR _ ZNG.VI! TECH. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: 1py"'��Q, Permit Office: City, State, Zip: , FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types If 446.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned floor area above grade (ft') 1446 b. N/A R= ft' c. R= Conditioned floor area below grade (ft') 0 11. Ducts R ft' ft 7. Windows(114.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft'g®�ySHGC: SHGC=0.50 CO2PSY1,00 U-Factor: N/A ft' 12. Coolin s . to _r„}q■�b. cncSHGC:a. Central d c. U-Factor: NIA k' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' b. Conservation features b. NIA R= ft' None c. NIA R= ft' 15. Credits CF. Pstat Total Proposed Modified Loads: 26.16 n p SS Glass/Floor Area: 0.079 Total Standard Reference Loads: 32.81 r11�7�7 1 hereby certify that the plans and specifications covered by Review of the plans and OF fKE S7gl� this calculation are in compliance with Alqlorida Energy specifications covered by this ' Code. calculation indicates compliance y`V rri o° Y6 '••r °„ f with the Florida Energy Code. rnu : PREPARED BY: _ _ _ _ Before construction is completed a DATE: _- __ this building will be inspected for O� compliance with Section 553.908 . e I hereby certify that this building, as desi ne , ' ompliance Florida Statutes. COD with the Florida Energy Code. WE OWNER/AGE_ NJ: � - �\3C2` BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5115/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlalBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL , - CLIMATE 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, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockt 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpel 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft- _-_- 0 0 1 ROOF # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft- 0 ft' Medium 0.88 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Free Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft' 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below mt To WalLTyp? Space R_yalup Fr in Fr In Ama R-Value-Eraction-Absor ° 1 N Exterior Concrete Block - Int InsBoomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsBoomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 _ 4 SW Exterior Concrete Block - Int InsRoomslnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 _ 5 W Exterior Concrete Block - Int InsEgoomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Int lnsRoomslnBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value WidthArea Ft In In Ft 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft- 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None _ 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None _ 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 In 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS ---- Supply --- -- Return --- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ft' DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Y Programabl[Coo'[e Ceiling Fans: ])Thermostaan [([tXX: r[ €X� ff[f f[ Jun[[[[ IX f(f( [[[[ [[[[ Oct f[fr Nov [f[f ]]]]ec VentiIn ng [X] Jan lxl Feb Mar [X� Apr may May [X� Jun (Xi Jul [X� Aug [X� Sep [X� [X� [X] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 PM 80 80 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 68 68 68 68 Heating (WEH) AM 66 66 66 68 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft2 7. Windows" Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A , FL, - New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 1 c. N/A R= ft2 2 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft2 1446 b. N/A R= ft2 Area c. N/A R= ft2 114.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 28.2 SEER:15.00 Insulation R=0.0 R= R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.2 HSPF:8.60 3.833 ft. 0.500 Area 14. Hot water systems 1446.00 ft2 a. Electric Cap: 40 gallons EF: 0.9 ft2 ft2 b. Conservation features None 15. Credits CF, 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. the s a new EPL Display Card will be completed based on installed Code comwb atu S. Builder Signature: Address of New Ho City/FL Zip-P 311-WSA 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. '"Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: wrightsoft` 1 � Date: MAY 15, zo1z Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Prowect Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. (FORT PIERCE, EL 3498 Notes: %�J`{`(2 Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17399 Btuh Structure 16133 Btuh Ducts 3009 Btuh Ducts 3659 Btuh Central vent (25 cfm) 773 Btuh Central vent (25 cfm) 414 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 19195 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2411 Btuh Ducts 1086 Btuh Heating Coolingg Central vent (25 cfm) 1049 Btuh Area (ft' 1446 1446 Equipment latent load 4547 Btuh Volume (ft') 12558 12558 Air changes/hour 0.45 0.23 Equipment total load 23742 Btuh Equiv. AVF (cfm) 94 48 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output28400 Btuh @ 47OF Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 ^- wrightsoft' Right -Suite® Universe 2012 12.0.04 RSU05864 Page 1 ACCF EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .up Calc = MJ8 Front Door faces: N Load Short Form Job: -F� wrightsoft° Date: MAV 15, 2072 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortconlrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh 28400 Btuh @ 470F Latent cooling 8520 Btuh 27 OF Total cooling 28400 Btuh 947 cfm Actual air flow 947 cfm 0.046 cfm/Btuh Airflow factor 0.048 cfm/Btuh 0 in H2O Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GIRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 m n44 Q7-7 A9 1R MiAo 1 CR Lf1 V Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13.19 ' WrlghtSOft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /ICCA E:\Wnghtsofl HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .n-p Cale = M.18 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 lAAOA 7']'lA'] r]A7 OA% IVIALS 1,, 41 rat 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 WPIghtSOft` Right -Suite® Universal 2012 12.0.04 RSU05864 page 2 ACCA EAWrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rtp Cato = MJ8 Front Door faces: N r+wrlghtsoft• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN i Room name Entire House FOYER 2 Exposed wall 15(.7 ft 6.0 ft 3 Room height V It p 8.0 It heat/cool 4 Room dimensions 6.0 x 10.0 it 5 Room area 1444.5 ft' 60.0 ft' Ty Construction U-value Or HTM Area (ft!) Load Area (ft� Load number (Bluh/fl'°F) (Bluh/ft) or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2,55 2.18 315 246 627 537 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.62 25.39 15 0 353 381 0 0 0 0 11 VN 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �C 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 26.39 20 20 470 508 0 0 0 0 11J0 0.600 S 16.60 17.40 21 21 353 365 21 21 353 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 I-G 2A-20m 0.840 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-Sacs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 128-Obw 0.097 - 2.72 0.85 204 204 554 174 80 80 217 66 C 16B-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-ph 1.358 - 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 1 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 289E 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,.I. Wr•i htsoR' 2012-May-1509:13:19 TF� g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA. E:1Wrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .ffp Calc = MJ8 Front Door faces: N +�+wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. • 1501 SE BILTMORE ST., PORT ST, LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN e GRT RM/DINING LAUNDRY all 45.0 ft 6.5 ft ht TRwm 9.8 0 heat/cool 8.0 ft heaVcool nslons 1.0 x 482.5 It 7.0 x 6.5 H 482.5 ft' 45.5 W Ty Construction U-value Or HTM Area (ftl Load Area (ftx) Lead number (Btuh/f x'F) (Btuhlft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 %t 12C-Osw 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 -EGG 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 III 2A-2om 0,840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 IW L-G 2A-21m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 lRl 12CAsw 0.091 5 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0,840 s 23.52 25.39 0 0 0 0 0 0 0 0 II-- 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 w 2.55 2.18 0 0 0 0 52 52 132 114 LG 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 120-01ew 0,097 - 2.72 0.85 0 0 0 0 56 56 152 48 C 1613-30ad 0.032 - 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-1921 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A4ph 1.358 - 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 260 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 6362 6346 1387 14 15 Subtotal Duct loads 11% 15% 725 935 22% 34%472 4a,309 Total room load 7087 7281 1859 Air required (c(m) 329 348 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACC EAWrightsoft HVA01Wynne Corp\62' WYNNE GRAND CARLTON 11 .mp Cale = MJ8 Front Door faces: N +wrightsoft• Right-MWorksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 BE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785.9144 Web: comfonconlrclofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 If 7.5 It 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 It 7.0 x 7.5 It 5 Room area 154.0 ft2 52.6 fl2 Ty Construction U-value Or HTM Area (ft2) Lead Area (ft2) Load number (Btuh/ftk'F) (BluNft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A.rlcmd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-20b 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 It 23.52 25.39 0 0 0 0 0 0 0 0 11 12C.Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1W c--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 V)J 12C-Osw 0.091 5 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0,840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0,600 s 16.80 17.40 0 0 0 0 0 0 0 0 w 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 w 2.55 2.18 0 0 0 0 60 54 138 118 I-G 2A-20m 0.840 w 23.52 66.18 0 0 0 0 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obd 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-lph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c)AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 2400 Subtotal (lines 6 to 13) 323 2564 744 655 Less extemal Iced 0 0 0 0 b 0 Less transfer 0 0 0 0 0 0 Redistribution 323 2564 744 855 14 15 Subtotal Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wrigftlt50ft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 3 ACCP. E:1Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .np Cale = MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 If 42.0 ft 3 Room height 8.0 it heat/cool 8.5 it heat/ccol 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 It 5 Room area 70.0 ft2 266.0 it - Ty Construction U-value Or HTM Area (ft� Load Area (ft2) Load number (Btutvft'-°F) (Btuwft2) or perimeter (ft) (etuh) or perimeter (fQ (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heal Cool 6 1A-rlom n 2.55 0 0 0 0 110 89 220 190 to -lob 1.091 n 6.39 22.24 0 0 0 0 0 0 0 0 2A-2ob 0.630 O.fi30 n 17.64 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0,840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 MJ 12C.Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 LG 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 V/J 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 �L(D' 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w Z55 2.18 0 0 0 0 162 162 412 353 L-G 2A-2om 0.640 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 128-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 169-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-Iph 1.358 - 38.02 0.00 70 0 0 0 266 42 1597 0 6 c)AED excursion -7 139 Envelope loss/gain 63 ill 32861 2014 12 a) Infiltration 0 0 791 217 b) Roan ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 ill 4077 2231 ess xternal load 0 0 0 0 ess ansfer 0 0 0 0 edisibution T14btce 0 0 0 0 ual 63 ill 4077 2231 uct oads 22% 34% 14 38 22% 39% 896 760 Total room load 77 149 4973 2990 Air required (ofm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htSoft' Ri g 2012-May-15 09:13:19 9 Right-Suite®Universal 2012 12.0.04 RSU05864 Page 4 ACC" EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rip Calc a MJ8 Front Door faces: N N :saoel moo wa3 efW = ola0 "* II N0118VO ONV80 3NNAM Z%dlo0 auuRM\OVAH 110s146uM\3 4DOI, 9 86ed C98SOnsd 90'0'ZL ZLOZ IevaAlun 09unS-14618 -yjo5;y6uM { } 6l:EL:60 SL-LeW-ZLOZ -P3 4l8 f lenueW;o sluaweipbei lie leaul 01 V33y Aq p9AOjdde suollelnoleo l L bZ Z L (w)o) pallnbal nV LEZ PIS L£ 6L Peol wom lelol 09 E6 %b£ %ZZ 6 E %bE %ZZ SPMI Iona SL LLL LZ4 BZ 91 IelolgnS bl 0 0 0 0 uollnqulslPad 0 0 0 0 lalsuell seal 0 0 0 0 peol lewalxa seal LLL LZ4 BZ 9L (EL of 9 sauwo lelolgnS 0 0 la4lo/saouepddV 0 0 0 0 OEZ @'� sluedn000 :suleb lewalul £t 0 0 0 0 uollellluaA woos (q 6Z 68 0 0 uolleglllul (e ZL M ZEE 8Z % ule6/ssol adolanu3 Z_ uolslnOn 03V(0 9 IL- 0 06L 9 94 0 0 0 M 000 ZO'9E - agel '4d1-VZZ d 0 0 0 0 0 0 0 0 80'Z LC, I. - 6b0'0 Ie6L-091 0 9L 00 9b St, 6Z 9L 81. 8L 99'1. 06'0 - Z£0'0 pe0E-891 0 0 0 0 0 0 0 0 0 99'0 ZL'Z - L60'0 Mq0-9Sl d 0 0 0 0 0 0 0 0 ZZ'Z 09'E M SZVO SO09-V6L M 0 0 0 0 0 0 0 0 W99 ZS'eZ M 01,80 woe-Ve 9— 1 0 0 0 0 0 0 0 0 8VZ SS'Z m 160'0 mso-OZL M 0 0 0 0 0 0 0 0 8L'Z SS'Z ms 160'0 MSO-OZL M 0 0 0 0 0 0 0 0 Ob'LL 09'91, s 009'0 OM 0 0 0 0 0 0 0 0 0 6E'SZ Z9'£Z S 0b8'0 woZ-VZ 0 0 0 0 0 0 0 0 aVZ SSZ S L60'0 MS0-3ZL NNNAAA 0 0 0 0 0 0 0 0 6V89 ZS EZ a Ob8'0 woZ-VL LS ZOL 04 01, 0 0 0 0 8VZ 99'Z a L60'0 ms0-OZL LL 0 0 0 0 0 0 0 0 6E'SZ ZS'£Z u 0b8'0 WOZ-VZ 0 0 0 0 0 0 0 0 bZ'ZZ 491L u OE9'0 goZ-VZ 0 0 0 0 0 0 0 0 SSW 99'SE u OLZ'L PwOLrVL 0 0 0 0 0 0 0 0 8L'Z SSZ u 160'0 MS0-0ZL 9 ISO leaH S/d/N s-0 IooO leaH S/d/N ssa0 IWO MH (d,28Nn)e) lagwnu (gnl8) (11) lalawued to (4n18) (0) jalawuad to (rl)/4n18) Peol (<11) ea1V PMl (:l1) ea1V W1H 10 anlen-n uogorulsuoO Al eu 0'96 0) S'LL ease woos S 11 O'S x 0'6 11 0'S x S'E suolsuawlp woos 6 l000/lea4 11 09 l000/1ea4 11 09 140la4 wood E 11 0'9 Il 0 Ilem pesodx3 Z HIVE) llVH aweu wood L NVWd3WWIZ V131NIVd :As Z 60Z'9l,kvw :elea :qop WOO rols)olmluoopolw0o :q8M "16-994-ZZL :xed 66LZ-OLS-ZLL :au04d E864E ld '31om '1S ldod "1S 3HOW1110 3S LOSL -ONI `0-1S d0 -l02LLN00.LM0=JW00 asnOH WIM3 ;a9ysxjoM®f-w6lm :U0s4yeum wrightsof * Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfodcontrolofslc.corn Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool B.0 ft haat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft;`F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1A-rlom n 2.39 0 0 0 0 0 0 0 0 1A-2ob 1.270 1.630 n 5.55 22.24 0 0 0 0 0 0 0 0 2A-2ob 0.840 n 17.64 22.39 0 0 0 0 0 0 0 0 2A-2om 0.091 23.52 23.52 25.18 0 0 0 0 0 0 0 0 11 IN 12C-Osw 0.840 a a 2.19 120 120 326 280 0 0 0 0 `G 2A-2am 0.091 a 3.55 23.55 62.19 0 0 0 0 0 0 0 0 1q! 12C-Osw 0,840 S 2.55 76 56 0 0 0 0 I�22A-2om 0.640 5 5.39 20 20 470 470 500 608 0 0 0 0 i1jo2C- 0.091 s 10.80 12.55 17.40 12.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 39 88 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 LG 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 128-Obw 0.097 - Z72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-1ph 1.358 - 38.02 0.00 196 31 1166 0 55 8 304 0 6 c)AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 95 Total room load 3577 2100 911 377 Air required (crm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09: wrightsot`Right-SUniversal 1 RSU058 Page 6 E\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 np Cale = MJB Front Door laces: N rim ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® 6 V7 -7 q &C-MCN4rep9 RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEM ENT CORP Project Name: M11323 ModelTa�pla,50610-4115 Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer -of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T6797412 A5 1/29/015 2 T6797413 A6 1/29/015 3 IT6797414 IA7 1/29/015 4 IT6797415 A8 1/29/015 5 IT6797416 A9 1/29/015 6 IT6797417 A 1/29/015 7 IT6797418 GRA 1/29/015 8 IT6797419 GRB 1/29/015 19 IT6797420 IJ2 1/29/015 10 IT6797421 1,14 1/29/015 11 IT6797422 1,16 1/29/015 12 IT6797423 IJ8 1/29/015 13 IT6797424 KJ8 11/29/0151 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. 0 �'. STATE OF :�W 4 0 R N, S,O N A� E C% FL Cert. 6634 January 29,2015 Albani, Thomas 1 of 1 0b Truss fuss We Gly y 6V Grand Carlton III with porch 76797412 CN,323 AS SPECIAL 9 t J b Reference a tonal Chembere Tmss Inc., For! Pierce F1. 34982 r. senq"s " " , 10:2GIScww9Y5hnGhXVARzUkWUFUM-IC91 HuHvWy_i5MP5wvpzHLhiyURLhFZbwellbzgUO' 1-0-0 ]-85 106d 17-0-0 20-0-8 264-0 aau-u .vv 1-0-0 7-8-5 2-915 6.5.12 34.8 5-11.8 7-e-0 Scale = 1:61.2 4.00 12 5xS II 410 0 Sx12 = 2x3 11 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 • BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010rrP12007 TC 0.85 CS, BC 0.99 WB 0.54 (Maldx) DEFL in (loc) Udell L/d Vert(LL) 0.72 14 >558 360 Vert(TL) -1.47 13-14 >271 240 Horz(TL) 0.43 10 n/a Ills, PLATES GRIP MT20 2441190 MT18HS 244/190 Weight 154 lb FT=O% LUMBER TOP CHORD 20 SP M 30 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No.3'Except' WEBS IRow at mldpt 6-14 6-14: 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quIde. REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1-8), 1 0=1 125/0-8-0 (min. 0-1-9) Max Harz 2=-1 79(LC 6) Max Upllft2=-816(LC 8). 10=-816(LC 8) Max Grav2=1305(LC 2). 10=1305(LC 2) FORCES (Ito) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3- 5281/3019, 3-4=.4949/2747, 4-5=-4901/2754, 5.6=-4974/2856, 6-7=.2341/1489, 7-8= 2314/1408,8-9=-2372/1395, 9-10=-3052/1725 BOT CHORD 2-14_ 2775/5007, 13.14= 976/2035, 12-13=-1520/2822, 10-12= 152012822 WEBS 3-14=-311/333, 5-14=-247/266,6-14_ 1712/3155, 6-13=-253/524, 9-13=-700/469, 9-12=0/272 ♦♦►►►W F nrry p�, NOTES 1)Unbelanced roof live loads have beenconsideredfor this 2) Wind: ASCE 7-10; Vult=165mph (3-secontl gust) Vasd=128mph; TCDL�i.2pst BCDL=3.Opsf; h=14it B=521t; �34tt save=6ft; Cat. ♦♦♦�P,,,,.• Abe � II; ♦♦ p ,.`C 6 N S •'•.9 Exp C; End., GCpt=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �`�: V E _• ��Y 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 3938 5)' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-0-0 wide Wit: fit between the bottom chord and any other members. 6) Bearing at Joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacitr. it Z of ode m surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8161b uplill at Joint 2 and et61b uplift at O ,• ATE Joint 10. 8) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this Was. LOAD CASE(S) Standard IISIO�NA�?♦♦♦ FL Cert. 6634 January 29,2015 Q WARNING. Verily daelgn pars W. and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. fltt6016 BEFORE USE ■■ Design valid for use only Win Mnek conneclon, this design Is used only upon parameters shown, and is for an individual bu luing component. Applicability of design parameters and proper Incorporation of cotopanent Nrespansibildy of building designer- not It= designer. lancing shown ■+��Y■■ e for lateral nrppoll of individual unto membess Orly. Additional temporary bracing to insure stability durng construction is lire respordbGlity of B7a WOW ereclor. AddllibrOlPermanenilxodollOflheoverallsfnr:McInthetesrnnAbAltyormeWalton designer. For carved gidanooregardrag fabdcaflon, quality control, storage. delivery, arection and bracing. consult ANSUTPI I Quality Criteria, D58.89 and SCSI Building Component 6904 Parlor East Blvd. Safety Information available from Tnss Hate Im11Me, 781 N. We Street. Suits 312 Nemredda. VA 22314. Town. FL 33610 T6707413 i 4.00 12 2.o0 Fi2 5x6 i Ass 5x6 = 2x3 II 10.6.4 15.0-0 6-0 211 8 2 5.7-15 3 -0-1 1g6-4 4.5-12 4-4-8 5.7-] 8-0-1 Scale = 1:63.3 Plate Offsets (XY). f2:0.4-2 Edoe1 l3:0-3-0 Edgel 15:04-00-2-61 l7:0-2-7 Ec f9-0-3-14 0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL In (lac) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.99 Ven(LL) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert( I-) -1.28 2-14 >313 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 HOrz(TL) 0.40 9 n/a Na BCDL 10.0 Code FBC2010/FP12007 (Matrix) Weight: 157 lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 *Except' 1-3:2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* 2-14: 2x4 SP M 31 WEBS 2x4 SP No.3'Except* 5.14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (III/size) 2=112510.8-0 (min. 0-1-8), 9=1125/0-8-0 (min.0-1.9) Max Harz 2=-169(LC 6) Max Uplill2= 816(LC 8), 9=816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-14 cc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 526313001, 3A=-5128/3006, 4-5=-4901/2767, 5-6= 2217/1393, 6-7=-2293/1373, 7-8=-2301/1352, 8-9— 3064/1741 BOT CHORD 2-14=-2754/4988, 13-14_ 1082/2265, 12-13— 1021/2111, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 7467,5-14=-1543/2851,5-13=-388/171,6-13=-151/496,8-12=-819J564, e-10/309,,,,O��PS•A,•q�e��, NOTES ��•+'\CENS•' 1) Unbalanced roof live loads have been considered for this design. : • \' �•�• ; fT 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=14ft; B=52ft; L=341t; eave=6fq Cat. Ih 3938 Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 nonconcurrent with any other live loads. ; 7� 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. i 0 •' IL 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity OR \ Q of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at Joint 2 and 8161b uplift at joint i--,s+;p N A� 9)'Semi-rigid pllchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARNING -Verily design parameters and READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE MIF7473m0.02116Q016 BEFORE USE. ■■ ®� Design valid far use onlywilln[Afokconnectors. lNsdeslgnls hosedonly uponpromeemshown, and is for cialml Accrual NgdIng component. Applicability of design pcsamefelsarW proper lncoryorallon of component is responsibility of bdtlhg designer- trot inns designer. Bracing strewn 8forlateralsuppedofIndNld webmembmsonly- Arrdltwnaltemporarybar.Ingfo Insuresla itydatnocomfmctionkfherp4onsib88tyofthe MiTek' erector. Atldllionol{om,anenlbracingoflheovemllslmcMe6lixiresponslbBltyofitobWdinpdeslgrceuFapeneralpUtlancurepardtrlg fcb0colion qu fty conlroL storaga, deltvery. ereotlon and tsachg-cansult ANSUVII Quality Ciitefla, DSS-89 and BCSI Building Component W04 Pmke East BNtl, Safety Information avollabla from Buss Rate Institute. 781 N. Lee Street, Suite 31Z Alexandria. VA 22314. Temp., FL 33610 SPECIAL Scale = 1:62.2 5x10 i 5x6 = 4x10 = Sx12 = 2x3 11 2.0D 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress [nor YES Code FBC20l OfTP]2007 CSI TC 1.00 BC 1.00 W B 0.97 (Matrix) DEFL in (loc) I/deft Ud Vert(LL) 0.63 11 >638 360 Vert(TL)-1.3510-11 >296 240 Horz(TL) 0.41 7 n1a Na PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: Y471b FT=O% LUMBER TOP CHORD 2x4 SP M 30'Except' BRACING TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabllizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS (lb/slze) 2=1125/0.6-0 (min. 0-1-8), 7=1125/0.8-0 (min. 0-1-9) Max Horn 2=-150(LC 6) Max Uplift2= 816(LC 8). 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 5269/2981, 3-4=-4931/275B, 4-5=2137/1353, 5-6=-2348/1397, 6-7= 3031/1715 BOT CHORD 2-11=-2733/4998, 10-11=-1397/2758, 9-10=-1508/2801, 7-9=-1508/2601 , WEBS 3-11=-371/412,4-11=-1307/2558,4-10=-783/392,5-10— 171/459,6-10=-711/484, 6-9=0/280 NOTES 1) Unbalanced roof live loads have been considered for this design. ,` It«S I A.►//� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=141t; B=52ft; L=34ft; eave=61l; Cat. II; %% Exp C; Encl.. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �%% l�P'. • • • • A<e '�i 3) Provide adequate drainage to prevent water ponding. %� G E N,3 • 9 �i 4) All plates are MT20 plates unless otherwise Indicated. �%� • VV 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 38 6) - 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 WWI , r fit between the bottom chord and any other members. * ' 7) Bearing at jolnt(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacit= of bearing surface. •F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816lb uplift at joint 2 and 816lb upl'61 at01 �`0-• ATE f joint 7. 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 00 % •T� O R 1 O P \�1�� LOAD CASE(S) Standard NA� �?% FL Cert. 6634 January 29,201.1 ,& WARNING. Verity design peramerersand READ NOTES ON MIS AND INCLUDED NNEKREFERANCEPAOEsgi74FS mv, 0WEca 16 BEFORE USE, ' Du90n vz for use oNy wlih Mliok conneclols. fits desi0n Is based only upon Paramelolsshoum, and Is for an IndlNdual6uAtlirxl camrwnenl. Appl"'uIi, of deAOnp"I'Wlen proper Incolpor"lion of component hrespondWlOy of bullding tlesi0wr-not inrss tlesipner. &acin0 shown 6 for lateral suprxrd of IMlvldual webmembers oNy. Atlr1111orw11emrwrary Wackxg to Imare sIM91tydu1n0 aonsimcllnn Is the respomib911fy of the nrcrolor. AtldilloiW paananeni lxgcln0 al the overoflsimcMe 6lhe remon�6ityoflha lwOdln0 de90rxtt. roc general UWdn�e reOartlNO MiTek' fabdcallor quality conhoL slomOadellvery. erecibnaltltxackxl. comJi AN51/rPll Huallty Cdletla, DSB-89and BC5l BWiding Component 69M Parke East BNd. 6aleN INormallon avtAOMe Uom cross %ale irs"n.le, 76t N. Lee Streof. State 312 Nexandda. VA 72314. Tempe, FL 33610 Job ru66 I toss I ype Dy Ply 62' Grand Carhon Ill whh porch T6)87415 M11323 AB SPECIAL i 1 I Job Reference o floral Chambers Truss Inc.. FM Pierce Ff. 34992 7.350sSep 2)2oW aciox Industries, Inc. Thu Jan2914:43:SB2U15 Pagel ID:WSJgpGwalPpeur6hk9UjG5yuFUL-AngAmJooIMZZY5 m3SWa=CYAW1YOz4HutpwzgUO_ 1r-0 ; 8E+1 r 12-0-0 15-6-4 2od43 �z2-0-0 I N4 2 34.0,0 -0 1-PO &8-0 3.3-12 3d-4 48-4 1-7-8 2-&12 9�4 4)tl 9RIV �- 4.00 12 2.a0 12 Sx6 = 3x4 = 4 14 5 2.3 II Sx10 C 615 7 23// SR12 = 3x4 = Scale = 1:62.2 LOADING (psi) SPACING 2-0-0 CS] DEFL In (roc) Well Vd PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.88 Ven(LL) 0.61 13 >656 360 MT20 244/190 TOOL 7.0 Lumber Increase 1.25 BC 1.00 Ven(TL)-1.3112-13 >306 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WS 0.67 Horc(TL) 0.39 9 n1a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 154 lb FT=O1 LUMBER BRACING TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied. 1-4:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 *Except* MITek recommends that Stabilizers and required cross bracing 9-12: 2x4 SP M 31 be Installed during truss erection, In accordance with Stabilizer I WEBS 2x4 SP No.3 Installation guide. REACTIONS (Ib/size) 2=112510-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=-130(LC 6) Max Upllft2=-816(LC 8). 9=-816(LC 8) Max Grav2=I305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5279/2992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5-6=-2467/1511, 6-15=2476/1519, 7-15= 2476/1519,7-8=-2545/1492, 8.9=-2889/1683 BOT CHORD 2-13=-2744/5007, 12-13=-1673/3161, 11-12=-1152/2370, 9-11=-1467/2678 WEBS 3-13= 362/404, 4-13- 910/16B6, 5-13=-255f754, 5-12=-868/517, 6-12=-260/228, 7-12=-294/365, 7-11=-289/642,8-11=-480/467 TES 1) Unbalanced root live loads have been considered for this design. ��% ^ P,S A. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vascl 28mph; TCDL^4.2psg BCDL=3.Opsl; h=14fb B=52ft; L=3411; eave=61t Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 • , E N S''•,9, 3) Provide adequate drainage to prevent water ponding. .� �' 4) All plates are MT20 plates unless otherwise Indicated. 3938 �+ 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wic fit between the bottom chord and any other members. 7) Bearing at jolnt(s) 2 Considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacitz of bearing surface. i . ATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8161b uplift at joint 2 and 8161b uplift at 0., 0AN P •', joint 9. ,1� •, , Q 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 10j`` , fl LOAD CASE(S)Standard p�sS1�NA11 � �tto FL Cert. 6634 January 29,2015 ® WARNING -Vart7ydosignpammetem and READ NOTES ONTHISANDINCLUDED MITEKREFERANOEPAGEMI1.747Srev.J"STO1SSEFOREUSE ■ Design valkl Im use, oNyvAlh MRek conneclors, tins design is based only arena pwamefersshown, and is for an lndNdud bOdngcomIxnonl. �pl of and of Is ner -not true designer. shown �m11N ■�Y■ duringldho bractirgtlbineare, s1llty oflPtllNdualw b morarehers 6for Island supper!icatellity, lorxtlt temporary constructbnst respemibt�llfy, of the embbeersaonly. Atlidlin NliTek' director. Addllondpermanentbracing ofthe overall seactumisgerrespordAltyoflinebuldrgdoslgtrer.ForOenerdguidanceregarding fabricatie¢ quary control. storage. delivery. erectlan and braaNg. comull ANSI/TFI1 Quality Criteria.DSB-89 and SCSI Bullding Component 6904 Parke East 8W. Safely Information ava9able from free Rate Irradiate. 781 N. We Street. Suite 312, Alexerxrda. VA22314. Ter,.. FL MO 40 4DD r 5-12 agar 2x3 II 5x10 3x4 = Scale = 1:60.1 3x4 = ._ 14 lG- 3xB — 3x6 = 6xe = axe = 3x4 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/1PI2007 CSI TC 0.25 BC 0.56 WB 0.87 (Matrix) DEFL In (too) Well Lid Vert(LL) -0.21 9-11 >749 360 Vert(TL) -0.55 9-11 >292 240 Horz(R) 0.02 13 r1a rela PLATES GRIP MT20 2441190 Weight: 156 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 130T CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 De bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation gulde. REACTIONS (Ib/size) 2=573/0-8.0 (min. 0-1-8), 9=297/0-8.0 (min. 0-1-8), 13=1381/0.8-0 (min. 0-1-14) Max Horz2=109(LC 7) Max UpIIft2=-450(LC 8), 9— 268(LC 8), 13=913(LC 8) Max Grav2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1210/683, 3-4= 875/463, 4-16=-795/458, 5-16=-795/458, 5-6=-387/812, 6-17=887/813, 7-17=-387/813, 7-8= 961280, 8-9=-303/178 11-12=-254/277, BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 9-11=-148/252 WEBS 3-15— 371/357, 5-15=-258/648, 5-13=-1196l756, 6-13=-263/230, 7-11=158/384, 8-11=-419/384,7-13— 825/447 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VOIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsf; h=14ft 8=520; L=34ft; eave=6ft; Cat. Il; % p ....... E N •''• '�i1'� S�,•-�-LTv Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 7�`r: V� 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurren[ with any other live loads. CO 3938 •- 5)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wily fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4501b uplift at joint 2, 268 lb uplift at Joint F and 913 Ib uplift at Joint 13. 7) °Semi-dgid pllchbreaks Including heels' Member end lixity model was used in the analysis and design of this truss. l AT E O •, ��; //�S'c� O R 1 % LOAD CASES) Standard 0NAIfflimi FL Cert. 6634 January 29,201E WARNING- Vedfydosfgn paramotemand READ NOTES ON TNISAND INOLUDEDMfIEKREFERANOEPAOEMII-74n rev. 001=0169EFOREUSE Dosinn vailtl for us0 only wlih Mllek co iNs desi0n h based only upon txsameiers:hown. and Is Iqr an NtllNduol buldnu component. Apnik:alaBity old prscrmelars antl proper kicoryorallon of compormnl 6 reSpmNtlllly of btAldbp deslpner -nof ku55 tleslOner. Bmclnp stwwn �• bfor lolelol suppod of kxmMlual web members oNy. Atldlllond lamparay brotVxl to Omne sia501ty tl�ahp coMlmclion is the resporrLWlity of (tw eroclor. Atldlilalwlr>elmaro+nlMxl�oflheoverollsWCNrelslMresporero011yollhedr]rMptle9pner.ForperemlpiickmcnreDarmiq MiTek' falxlcalipn, quoliNconVoh slotapo, dellvery,erecflon ontl braGnp. corssWl AN61pPIi 6uallty Ctlletla, OSa-89antl BCSI BUIIdIng Component 6914 Parke East DWI. ,orety ud.rmau. O.. yore from Buss Note Irxiltule, 701 N. Lea Sima Suite 312. AloxandrM. VA 22314. Temp., FL 33610 Job russ Truss Type 62' G .ml CB1ll.a III with porch T6]9)41) NA1323 A COMMON lQty B JFIY 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. U982 7.350 s Sep 27 2012 Ml18W Induslnss, Inc. Thu Jan as 14:43:55 2015 Page 1 ID:a3B4PavKnnZweXyJck5FB9yuFUN-HObf3YGHIes74xnDXDNa04oegYF5cE4PMGvBm8zgUO2 100 6-]-13 1 12i-13 1 1]-0-0 21-71 I 27-43 34-0-0 35-0-0 rt-0-0 6-7-13 5-9-0 4-Ts 4-]-3 8-7-13 6 d 4.00 12 4x4 = 19 Scale = 1:59.2 3x6 i 17 '- 15 -- -- la lz 3x6 2x3 11 4x6 = 3xe = 3x9 = 4x6 = 2x3 it LOADING(psf) SPACING 2-0-0 CSI DEFL In (lac) 1/deg Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.7314-15 >547 240 BCLL 0.0 • Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 163 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc puffins. SOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or&8-15 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabll)zers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aulde. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 1 0=1 210/0-8.0 (min. 0-1-10) Max Horz2=-166(LC 6) Max Uplift2=-844(LC 8). 10=-844(LC 8) Max Grav2=1355(LC 2), 10=1355(LC 2) FORCES Qb) - Max. Comp fMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4-2656/1547, 4-5-2606/1555, 5-18=2656/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19=-2656/1658,7-8=-2606/1555,8-9-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17— 163613008, 16-17=-1636/3008, 15-16=-1636/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921,13-14= 1636/3008,12-13=-1636/3008, 10-12=-1636/3008 WEBS 6-14-524/892,7-14=-313/305, 9-14=-600/407,6-15— 524/892, 5-15=-313/305, 3-15— 5991407 ,IIIS 11111111', NOTES ,�� SAP.,,,... , 1) Unbalanced root live loads have been considered for this design. �� p ii E N •• a �� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCOL=4.2ps1; BCDL=3.Opsf; h=141t; B=521t; L=341t; eave=fill; Cal. II; `��`; 3 ••'•9ij�!� Exit C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 93 3938 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 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 wilt fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at Joint 2 and 8441b uplift at f joint 10. �,'•• w 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. O. ATE Hanger(s)or 7) Hanor other connection device(s) shall be provided sufficient to support concentrated load(s) 501b down and 29Ib up at 15-0-0, �� T •, T P `� and 501b down and 29Ib up at 19-0.0 on top chord. The clesigniseleclion of such connection device(s) Is the responsibility of others. �� ' , 0 R 1 Q 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �lS& ...... * \�?% LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Unlform Loads (pit) Vert: 1.6-44, 6-11— 44. 2-20-20, 20-21— 50, 10-21=-20 N AX. 1\�\ 1111111j1 FL Cert. 6634 January 29,2015 QwARNING- verify, dosl9n par .N. and READ NOTES ON Me AND INCLUDED MNEK REFERANCE PAGE Mll-7473rev. OW61016 BEFORE USE �® Dedgn valid for use any Win Mick connectors, This design is based only upon patamolers shown and is for an NdAdud bulding component. �n So Applicability of design parameters and proper Incorporation of component is responclouity of brAtlbg dodoner - not teas designer. Bracing sh0w bforlateralasppmiofindNWu webmembersody. AdGibnal temporary brac9g to 9wae 51obiilydudng construction B the respondbililty, of 111e MiTek• erector. MmtionalpermanentbracingoflheoverallstnrcMeblherespomlMlllyoflhebulldtrgdesigner.ForGoldGuidancenegardkxl fabllaatlon quality control, storage, delivery, emotion and bracing, constM ANSI/IPII Quality Ceara. DSS-69 and SCSI Building Component 6904 Parka Easl Blvd. Safety Information waflable from irons (gate 1178114. Lee Sheet, Suite 31Z Alexandria VA 22314. Tampa, FL 33610 p russ fuss ype Oty y 62' Grand Cadron 111 with porch T6TB]41] M11323 A COMMON 9 l JOD Refereroe o fional Chambers Truss Inc., Fotl Piafw FI. 34982 ].360 a Sep 2] 2012 MRek intlustriae, Inc. Thu Jan 2914:43:65 2016 Page 2 ID:a3B4PavKnnZweXyJekSFBgyuFUN-HObf3YGHles74znDXDNaG4oegVF5cE4PMGvBmezgUO2 LOAD CASE(S) Standard Concentrated Loads (Ib) VerC 18--43(F) 19=-43(F) A WARNING- Verify dealgnpnmmefera and READ NOTES ON MIS AND INCLUDED MITEKREFERANDE PAGE MII7473-v-02116/1016 BEFORE USE upon and Is form Ind vIdual building comperont. ' Design valid for use onlywlih Milok eonnoefom MIS design b Dound only paramotOMMOwn, Appil Miry of dedgn paomel.m.d proper Incorporation of comlconanl N WSPOTuOBlty of bulidno designer- nef lrow designer. Bracing shown Nfaflafelaisupp.d.fln duoiwebmemb murjy. Adcilbraltemporarybmclr toh eMl itydu goomlmctbnNlherespondbrlityofihe MiTek' erector, Marlionel permanent bracleg of the overall sumcacc islto respon9i9tyo1 the brAldire deSgnx. For, general guidance regarrHrg (aWcollon, quality control. Stamgo, delivery. erection and bfetlng,consul) ANSlppll Quality Criteria,DSB-s9 and BCSI Building Component 6904 Parka East BNd. Safety Information avallabo from It Rafe Institute, 781 N. Leo Street Suite 312. A msoncida VA 22314. Trustee. FL 33610 HIP 3z6 II 3z6 = 6x8 = I.) Top chord must be braced by end lacks, roof diaphragm, or properly connected 4z4 praline as shown. = 14 6,,8 = 3z6 = 60 = Scale = 1:62.2 3 for LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/TP12007 CSI TC 0.95 BC 0.99 WB 0.98 (Matrix) DEFL In (lot) I/dell Vd Vert(LL) 0.13 22-24 >999 360 Vert(TL) -0.33 2-29 >397 240 Horz(TL) 0.03 22 n/a n/a PLATES GRIP MT20 2441190 Weight: 1941b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *ExcepV TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc puffins. Except: 3-11,11-21: 2x4 SP No.3 1 Row at midpf 8-21 BOT CHORD 2x4 SP M 30'ExcepV BOT CHORD Rlgtd telling directly applied or 6-0-0 as bmcing. 2-28: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7, 8, 19. 17, 14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during buss erectlon, In accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (Ib) - Max Horz2=166(LC 7) Max Uplift All uplift 1001b or less at Joint(s) except 2=-357(LC 8), 27=-1183(LC 8), 26=-1480(LC 8), 22=-643(LC 8) Max Grew, All reactions 250 ib or less at joint(s) except 2=470(LC 19). 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-514/295, 3-5= 371/987, 5.7=-636/1292, 7-8=.636/1292, 8-10=-636/1292, 10-12=636/1292,12-13=-636/1292,13-15=-636/1292,15-16_ 636/1292, 16-18= 63611292,18-20= 212811209,20.21-2128/1209,21-22=-2206/1190, ,'S 1I�11 , 6-9=-152/308, 9-11=-140/372, 11-14= 216/415, 14-17=-135/278 BOT CHORD 2-29=-178/558, 28-29= 127/427, 27-28=-127/427, 26-27=-865/511, 25-26=-355/593, `�� `♦ . n • • • 24-25=355/593, 22-24=-1015/2D40 ♦♦♦ O .•' C E N WEBS 3-29=-450/1137, 3-27=-1783/896, 5-27= 768/625, 5-26=-513/328, 13-26= 925/614, ♦ ••�� 18-26=-2406/1458, 18-24=-832/1770, 21-24=-341362, 4-5=-571/485, 19-20=-343/310, 14-15=-519/392 yyp,,{yy�� 9 ti NOTES 1) Unbalanced roof live loads have been considered for this design. y �r� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCOL=3.Opst; h=141t; B=521p L=3411; eave=6ft; Cal. I Exe C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ; O.• 3) Provide adequate drainage to prevent water pending. � T 4) All plates are 2x3 MT20 unless otherwise Indicated. �i�� • . ORQ P' ��%♦ 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. �i� s �% %♦♦ 6) ' This fit between has been the bottom chord end any other membemPsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4...'5';O N A� � 0% 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357lb uplift at Joint 2, 1183 lb uplift at joint 27.1480 lb uplift at joint 26 and 643113 uplift at Joint 22. 8)'Seml-r1gid pitchbreaks including heels* Member end fixity model was used in the analysis and design of this Imes. FL Cert. 6634 9) Graphical put fin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. January 29,2015 ® WARNING. Vedlydeslgn paramelera end READ NOFESON THISAND INCLUDEDMgFKREFERANCEPAGEMII.7473 rev. 0VIM015BEFOREUSE Designvaildfor moerywllh MRekconneclon. Us design b based only upon lxxomelemshown, and is for on lndiAdual lnAdln; componont. �® AppllcabOiNofdeAgnparamelarsand properincorporation of.,apenenihrespomlbillly of WJldbxl designer -not fnissdoul Brucho shown ` suprwd ofIm oolweb membersvery. Aderture,i temporary atoblesgren3 Istherespoading of ma Lsforlor. MiTek' A umeol bUlly 1tos buff general erector.A. QMniNrgdesigner.89 orlhaovermandtsehU,consult Component D38.89 and BC5l Buil4ing Component quality central. storage. delivery. . ANl IITPII and BCSI Building eraate, Aex Parke Blvd. 781 Lee Street Suite 31Z Alexandria. A2231colors, Safety information wNlvMe from truss Plate Institute, 781 N. Lee Stre<a. Sully 312. Alexandlla VA 22314. Safety moor atiorycomml from Plate 3361Crot TrW.,6904 Tampa, FL 33810 Job I ruse Truss Type Oty PIr, 62' Graad Carbon 111 Mh porch T6]9]418 M11323 GRA NIP 1 1 Jab Reference o tionel Chambers Truss ma., I.350e Sep212012MIOKiMU5111ee,I0C. lui Jan2914:44:022015 V0992 ID�e1(31cxC3ixW9huls7yNyuFUK-aMWIXxLg5N800gZSBODCYbadNXtllgRzs63VEzqU7x NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) 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) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-44, 21-23=-44, 2-29=-20, 24-29=-47(F— 27), 22-24_ 20, 3-11=-103(F= 59), 11-21=-103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24= 555(F) QWARNING- VeAfydentin panmelers and READ NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMII.74"ar O2NW2016EEFORE USE ■ ®� Design valid for use onlywllh MBak connectors. iNs design is based only upon porametersshown. and is for an individual bulldng Component. Applicability of dedga parameters and proper lncomoralien of component is responsibility of bulldInU designer- not huss dodOner. BraGnD shown Is for lateral slma0n of Incllvidual web members only. Md[flanal temporary bracing to hxure stability during construction Is the responsibility of the MiTek' emctor. AdmlimalpemlarwnlbracigoflheovewllstructureIstherespasibrityoflDebrIDeringdesig".Forgeneralrrul aregarding fabricaliaru gtx911yconhol. 5larWe, delNery. arecBon arxf bracBlg. corwxt ANSUTPII Quality Crltedo,DSB-69 and SCSI BuIIEIng Component 6904 Parke East Bird. Safely Information evelabte from frees Plate Instilum. 781 N. use Street. Suite 312, Maxarldre. VAMM. Tama, FL 33610 Job Ifues russ Type Cry Ply 62' GiOnd Cerxon 111 with porch T67BI418 W1323 GRB HIP 1 1 Job Reference o lional Chambers Truss Inc., Fat Pierce FL 34982 scale = 1:60.1 6,00 % 3xe = 4x6 — 516 = Sx6 = 4.00112 _ fy�a 3,61 = 14 , , •••� — 3x6 11 bx6 WB= 3x4 = 6,8 = 3.6 = 6x8 = 8-0-0 14-2-6 20-0-0 26-0-0 at 34-0-0 6-2-6 6-i-10 6EO Plate Offsets (X Y)' f2'0-4-0 Edgel f3'0-5-0 D-2-Ol (4'0-3-80-1-81 15'0-3-0 Edoel f8'0-2-0 Edael (10'03-8 D3-Ol LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.3513-15 >685 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.97 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 1501b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpl 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 113 pis 4-12 OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation oulde. REACTIONS (lb/slze) 2=1130/0.8.0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7), 8=44610.8.0 (min. 0-1-8) Max Harz 2=-77(LC 6) Max Up1lf12=-898(LC 8), 12=.2520(LC 8), 8=-394(LC 8) Max Grav2=1458(LC 13). 12=4630(LC 15). 8=538(LC 20) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16— 1984/1203, 4-16=-1984/1203, 4-5=-1121/2302, 5-6=-1121/2302, 6-17=-778/440, 7-17=-779/440, 7-8=-882/416 BOT CHORD 2-15=-1715/3467, 14-15=-1737/3533, 13-14=-1737/3533, 12-13=-1022/2028, 11-12= 2284/1302, 10-11= 2284/1302, 8-10=-293/781 WEBS 3-15=-408/1222,3-13=-16421779,4-13=-203/929, 4-12=-4684/2540.6-12— 2440/1562. `„�ir(fr�l 6-10= — 3 1739/3381, 7-1039/365 r. S A. NOTES Unbalanced live loads have been considered for this design- `�-,t1 �% �\�',' • G E N `�; •IVY 1) roof �� 2) Wind: ASIDE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TODL=4.2psf; BCDL=3.0psf; h=1411; B=52ft', L=341t; eave=6ft; Cat. II;, Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3931 3) Provide adequate drainage to prevent water pending. 4) This Was has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide wll - •F� tit between the bottom chord and any other members. . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898lb uplift at joint 2, 25201b uplift at jolnV - ATE 12 and 394 lb uplift at joint S. 00-'.•rL` 7) •Seml-rigid pitchbreaks Including heels' Member end fix1ty, model was used in the analysis and design of this truss. �� •; O R 10 • �� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 Ill up at iss .......... 2-0-0,of others. down and 461 Ib up at 8-0.0 on bottom chord. The designtselection of such connection devlce(s) is the responsibility 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 O WARNING. VerlrydegA RAramefereand READ NOrES ON TKISANO INCLUDED MIlEKREFERANCEPAGEMII-7473 rev. O2Nf✓1111SEEFORE USE ■■■ DeslDn vald for uce only with MRak eonnectols. Als decgn is based onlyupon parameters shovm. anciis for an lndvidual building component. ApAlcabIlty of dadgn Parameters and proper lncoratollon of component h,mconsib88yof W,Iltlinudesigner- not Irmcluslgnef. Bradiv, strewn ■�i� Isforlalerals Wdoflrxflvldualweb Mel beFsONy. Addlllnnollempora bracingtokwnesto UllyduMgcominrcflonbiheres na Ulityoflhe MiTeW erector. Acalllalolpermanent bracln0ofmeOVOmTsl=kffOkmeresparzibiiryoflive Waditxldesigner.For behead gulclonce,regading Iaduailon. gtldifycontrol.storage, delNery, efac6on arcl bracFlp. consWI ANSVIPI I Quality criteria,DSB-89 and SCSI BuIlding Component 004 Parke East BNd. Safety Informallon avolable from Tnus Rate livIdule, 781 N. Lee Street. Sidle 312. AlexaVllb. VA22314. Tarye, FL 33610 Job Truss Truss Type Oty Ply 62'Ginnd Carlson 111 Wnh porch T6]B]419 M11323 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fon Pierce FI. 34982 T4raWB WyuF J.aM k Industries Inc. OgZSBOe02914 Ndb1l4Rn63 Ez 82 ID:SrRaEyyrgO4M78G4raWBLWyuFUJaMW IXzLg5nI800gZSBODCWh_Ntlbt14Ru63VEzgU7>I LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 44, 3-7=-107(F=-63), 7-9=-44, 2-15=-20, 10-15=-49(F=-29), B-10= 20 Concentrated Loads (Ib) Vert: 15=-555(F) 10-555(F) ,&WARNING-Verlrydeslgaparamelere and BEAD NOTES ON THIS AND INCLUOEOM?EKBEFEBANCEPAOEMII-T4T3rev. OWS1015 BEFORE USE. R DedgnvaIM for Use Orly with Mitek tormentors.)Nsdadonle based only uponporametendrown, and is for an individual buildup component. Applicab®Ity of dedon ecem-el-mald pother lncoryorallon of component is res nchaiBty of balldhg designer- nol inum designer. Wacim shown �® iii��.YYY■■i is(or lalerd wpod o(mdivkival web membersorly. Addlibroltemporarybracingto InstaeslabBttydulhgcansnrlcllon Isfheres{o Ulliyofthe ore,tor. AtlrliHond permananl Cracnq ollM avemll slNCMebfhe respomBrBlry of tho buVtlirq designer. Forgeneral guidaoe regatlhg M!Tek' fabdcofton. quality cannot starage, deltvay. erection and bracng, consuls ANSI/fP11Quality Media,OSR-89 and BCSI Building Component Safety Informallon avalloble from Russ Rate institute, 7al H. Lee Street, Salta 312. Alexandria VA 22314. 6904 Parke Eeal BNd. Tompa, FL 33610 Job Truss Truss Type Gty Ply 62' Grand Carlmn III with porch T6]B]42D M11323 J2 MONOTRUSS 6 1 Job Reference (optional) Chambers Truss lna, Fml Pierce FI, 34982 7,350 s Sep 27 2012 MiTek lnduarries, Inc. Thu Jan 2914A4:032D16 Page1 ID:xl?zSlzTbJCDIIrapHlOukyuFUl.2Z4gIHMIsS1?2901?vXSlm83Kn5WU PbCWmlfegU?w -0-0 2-0-0 0-0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (tyro all applicable jacks on this job) 4.00 F12 3x4 = LOADING(pst) SPACING 2-0-0 CSI DEFL in (roc) Well Ud TCLL 20.0 Plates Increase 1.25 TC 0.12 Veri(LL) -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Holz(TL) -0.00 3 Na n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) LUMBER TOP CHORD 2X4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanlcal, 3=29/Mechanical Max Horz2=66(LC 8) Max Uplift2=-143(LC 8), 3= 29(LC 5) Max Grav2=145(1_0 2), 4=38(LC 3), 3=39(LC 13) FORCES (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. Scale a 1:7.8 PLATES GRIP MT20 244/190 Weight 8lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Opst; h=1411; B=521t', L=34ft; save=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loaft 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 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143111 uplift at Joint 2 and 29 Ib uplift at Joint �� f f 1 �l 3. o�_f p,S A. 6) "Semi -rigid DRchbreaks Including heels" Member antl fixity model was used in the analysis and design of this truss. O`V.•'••.. /V LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 Q WARNING -Verify daslgn parsar hers cord READ NOTES Off MIS AND INCLUDED MMEK REFERANCE PAGE MII.7473 rev. OVIMM76 BEFORE USE. Design valid form onlywilh MRek connectors. This design Is bared only upon paramefemshown. end is for an lndMdual bu0tling component. Ar4AIca iyofdedgnpmomelersandpropenccoWmtlonofcomWnenikresponslLAlltyoftOdWQdesigner-not Mmdesigner.&acingshown Is for m1mal support oflndiyVIt"web members ondy. Addillunnl temporary bracing to Satre slablily owing condrucllon is the regwnsibARV of the MiTek' ereclor. AdcSikxlvl Manorrenf bracingof the uvelon slrucium is the resrwm606y of the bWdhg ded0ram. For general mAckarce remudhg fabrication queily conhol. slorage. delMery. erecflon cmd bra(lsg. corout ANSI/TPII Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Informalion ava0oble from Trua Rate hstilum. 781 N. Lee Street, Strife 312 Alexmddm VA Ml4. Tnrryn. FL 33610 Job Truss I I Fuss type I Cry lPq 62' Grand Carlton III wdh porch T6]B]421 lihi 3 AMONOTRUSS B 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34882 7.350 sSapZfR y 2a12MiTek HMis ies, Inc. Thu Jan OFn2S4:93 bG t Page 1 ID:PDYLId 5MdK4MSOTz7ZiRxyuFUH-2Z4gIHMIs51729017vXSImSOFn2SU PbCWrclhzgU7v, rav 4-u-U -0-0 4-0-0 3x4 = LOADING (Pat) SPACING 2-0-0 CS! DEFL in (loc) Well Lid TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Ved(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (m(n. 0.1-8), 4=36/Mechanical Max Harz 2=103(LC 8) Max Upllfl3= 82(LC 8), 2=-188(LC 8) Max Grav3=87(LC 13), 2=219(LG 2), 4=73(LC 3) FORCES (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. Scale=1:11.2 PLATES GRIP MT20 244/190 Weight: 141b FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudlns. BOT CHORD Rigid ceiling directiyapplied or 10-0-0 as bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.OpsY h=1411; B=521t; L=34fl; eave=611; Cat. II; Ex p C; Encl., GCpl=0.IS; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. pl l l l l 1p 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 82 lb uplift at joint 3 and 1881b uplift at Joint ♦ ♦\\ S A 2. ♦-( A 6) "Semi -rigid pitchbreaxs including heels" Member antl fixity model was used in the analysis and design of this truss. ��♦♦0\V`�• • •E LOAD CASE(S) Standard �� a•' \G NS 3938 FL Cert. 6634 January 29,2015 A WARNING - Vadlydaslgn Reramolors and BEAD NOTES ON THISAND INCLUDEDM7TEKREFERANCEPAGEMIT-]4]dra, 02116Ra16 BEFORE USE. Design valid for use only win Mlle, connectors. This design Is based only upon potomelers shown, and is for an NdMduol bWd1w component. Appllcobuty of castors parameters and proper Incorporation of component Is resnon 111y of belong designer- not truss designer. tracing shown Is for lateral slpposl of IndMdud web members only. Additbnal temporary txackxl to Insure Maturity during construction Is the respomlbillry, of the MiTek' erector. Addllional nennawnt bracing of the overall strucNre Is the respomibllity, of the buIc9W designer. For general puldanco recording lobdaallon. quality conhol, storage, delivery. erection and bracing. coarser ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Park, East Bind. Solely Inlormalion avertable from Teas Rate Imiilule. 781 N. Lee Sheet Suite 31Z Alexandria. VA 22314. Tanga, FL 33610 Job Truss TrunsType Ory Ply 62' Gland Cedtes III with porch T6197422 tM 1323 is MONO TRUSS 8 1 Job Reference (optional) Chambers Truss ino., Fad Pierce FI. 34082 cawsaepzrzmz n u n . , m _ ID:tP6jtzi7xSx_c fX14uz9yuFUG.Wte3ydNwdP7sfJzxZc2hHzg3fBI9DRfkOAbAZ7zgU4u Scale-1:14.5 U4 = 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Ved(LL) -0.06 2-4 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Ven(LL) -0.16 2-4 >418 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a We BCDL 10.0 Code FBC20lOfTPI20O7 (Matrix) Weight: 20lb FT=O% LUMBER TOP CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid telling 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 REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz2=141(LC 8) Max UpIIR3_ 144(LC 8), 2=-218(LC 8) Max Grav3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) . Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=14ft; 6=521t', L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FPS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a Ilve 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. \\I I1111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift at joint 3 and 218lb Uplift at \\\\\PS A joint 6) "Semi- �� O �r•EN rigid pitchbreaks Including heels° Member end fixity model was used in the analysis end design of This truss. 39; .eft: LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 O WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED Mf7ENREFERANCE PAGE 14II-7475NIIO1/1MCIS BEFORE USE ■■■■■ Deaegn valid for use only with Mgek connectors. this doeltm is based orny upon parametersshowri mcl is for an lndlAdual binding component. hco¢wrallue of compnnentls responslblllly of bullding dedgner-not lnrss designer. Wocingslwwn a��■ Appllaa1,111y of design paroinelammd proper Is bilateral suppod ofhdlvldual Web members only. M1dlueoultemporary Mating to hswre stablilyciuingeonstnn:tionis the reslMn t'llirtyofthe Mew erector. Additional permanent braclaof of the, overel stnrchne N the respenebilltyof the Wilding designer. For goneral guldens reagafding Iobdcollon. quafly control. storage, delivery, erection and Macho, consult ANSIfU l l Quality Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information evaloble from Face Rate Institute, 781 N. Lee Sunni, Sidle 312, Alexandria VA 22314. Terry., FL 33810 Scale =107.7 3x4 8-0-0 LOADING (par) SPACING 2-0-0 CSI TC 0.51 DEFL in Vert(LL) -0.15 (lot) I/deft Ud 2-4 >613 360 PLATES GRIP MT20 2441190 TCLL 20.0 TCDL 7.0 Plates Increase 1.25 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(fL) -0.00 3 Na rda Weight: 261b FT=O% BCOL 10.0 Code FBC2010/rPl2007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purllns. TOP CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. BOT CHORD 2x4 SP M 31 MITek recommends that Stabilizers and required cross bracng be Installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz2=179(LC 8) Max Uplift3= 203(LC 8), 2= 250(LO 8) Max Gtav3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) VaSd=128Mph: TCDL=4.2psF BCDL=3.Opsf; h=14ft; B=5211; L=34ft; eave=6fy Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0pst 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 203111 uplift at joint 3 and 250111 uplift at Joint 2. 6) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ATE : LU Al 'SS1ONA� ��%``' FL Cert. 6634 January 29,2015 AWARNING.VerifydesignpammativeandREAONOTESONTHISANOINCLUDEDA&TEKREFERANCEPAGEMII-74Tson,02H67P018BEFOFEUSE. �' Design valid for use oNywim Mllek connectors. This design Is based only open Purametersshawn. and is for an Bid %ddual beading component. Appllcnainy, ul design parameters and proper Incorporation of component Is mspenslWllly of Lx4idhg designer - not truss designer. Bracing shown refor actor. Add fl nal permanent Ma is web arms overall ssmidchms Is al tlw rresponslbui N the bulld oswe n0 designer. �or general[ a tidance On is the are No either Welk' fabicallon, quality control, storage, delivery, erection and bracing, consult ANSI/TPF Quality Creeda, DSB-89 and BCSI Building Component �6990041Park. East Bind. r_.......r,. ,.....,,,.x.aao fron, ism pat. Imiltule. 781 N. Lee Street. Sidle 312 N..a Wtla. VA 22314. Tampa, FL 33610 Job I puss Truss Type Dry Ply 62' Grand Carton III wdh porch T6]9]424 M11323 KJB MONO TRUSS 4 i Job Reference (optional) Chambers TNse Inc., Fort France FI. 3414e2 7,3505 Sep 272012 MTek lndusinee, Inc. Thu Jan 29 14A4:05 2015 Page ID:Lcg54J?LuEancmZr4Ob7WMyuFUF_xBRAzOZOi7jHTV87JZwgBDMBak8yo?ufgKj6ZzgU?u 7.3.4 1/3-0 1-5-0 7-3-0 3-11-12 ' 3x4 = Scale - 1:20.8 3x4 = 73-0 3-11-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Ved(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Verl(TL) -0.15 2-7 >850 240 BCLL 0.0 • Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 6 n/a Na BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 44lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracng be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (m1n.0-i-8), 6=499/Mechanical Max Herz 2=244(LC 8) Max Uplift4=-204(LC 8), 2=-325(LC 8), 6=-278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 1117/488 BOT CHORD 2-7=-656/1112, 6-7=-656/1112 WEBS 3-7=0/336, 3-6=-1221/721 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psi; BCDL=3.Opsf; h=141t; B=521h, L=34ft1 eave=61h Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. ,,L 1 r t t rI 3) This Muss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �� 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil I ,�-^ �PS A fit between the bottom chord and any other members. ,1%% •'•�•• 5) Refer to girder(s) for truss to truss connections. %% ,r 0 ��G E N 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 2041b uplift at Joint 4, 3251b uplift at joint 2% '� �- and 2781buplift atjoint 6. O 392 7) "Semi-dgid plichbreaks Including heels" Member end fixity modal was used In the analysis and design of this truss. C 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) �� ,�•,•p P Vert: 1-8=-44 '�s .; Q R \Q,.•�\ Trapezoidal Loads (pit) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, 8=-40), 2=-2(F=9, B=9)-to-5— 56(F=18, 8=-18) �'�i�sf0 FL Cert. 6634 January 29,2015 ®WARNING- Verily deslgraperameters and READ NOTES ON THISANO INCLUOEOMITEKREFERANCEPAGEMII-7473 rev. 0211647016 BEFORE USE. ■■ Design valid (of use oniyv4lh Mack connectors. iris design is based only upon parameters shown. and is for an lneivldual buldlna component. �Uypj AtoicatAlly ofdeakin parameforsand praper Incorporation ofeomponent is resPansidllly ofbulltling designer- not III designer. Bracing shaven ■��■ Is for lateral SuPpod ofindMidual web members only. Addifienai femporarydacing iolmure stablllfyduMgconshuctionls the responNfAiityofthe MiTek' erector. Addltlonal permanent bracing of the overall structure Is the responsibility of the building dga designer. Forgeneral guidance rerding fabrication, quality control, storage. delivery, ereeilon and dating, consdt ANSI/IPIT Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate InsShAe. 781 N. Lee Street Suite 312, Alexandria. VA 22314. Tsmpa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �/ldr i For 4 x 2 orientation, locate plates 0--'nd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION nift Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. 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 DesignSpecification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System dimensions shownin sixteenths scale) (Drawings no: 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 NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397. ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stobiny 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 p bracing should be considered. of 0 3. Never exceed the design loading shown and never a stack materials on inadequately braced trusses. a_ 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parries. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint locations ornd e regued lly. Knots and ated by ANSI/TPI 1. a at joint oca 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 load deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or putins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut a alter truss member or plate without prior © 2012 MiTek® All Rights Reserved approval of an engineer. 17. Install and load verficauy unless indicated otherwise. MITek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 IB. Use of green a heated lumber may pose unacceptable environmental health or performance risks. Consultwith project engineer before use. 19. Review oil 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. DESCRIPTION: BEING ALL OF 6477 ALEMANDRA STREET, OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT G = DELTA OF CURVE 1 FJAI 31.55 O Q a 30 15 30 EXISTING SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 J. EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN 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 SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF ALEMANDRA STREET HAVING AN ASSUMED BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. AVERAGE TOP 1•: OF FORMS ELEVATION=27.13 2. F PAVEMENTGE EX1"NG ILE: 1"=30' AMANDER J. PIAZZA PSI, INC. TE:10-07-15 Surveying • Mapping " Consulting 619 SW Biltmore Street AWN: CJM Port St. Lucie, Florida 34983 B NO.: *LBf72W Phone: (772) 340-7770 15-2185 Fax: (772) 340-2250 PERMIT #: 16-0 (o - o,5-s` 2 St. Lwla Date `01�20/l- IED TO: BUILDING CORPORATION AALEXAND J. PIA Professional urveyar & Mapper Florida Certificate No.: 6330 -15 K:\BUILDERS\DWG2015\15-2185.dwg, 10/7/2015 3:15:46 PM