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Home My WebLink AboutSUBMITTED PAPERS1 . Or �f t ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: G1-Ao 15 Permit Number: �5o�-oSy ,:-- - RECEIVED JUN 2.9`2015 • ON Sc Building Permit Application gyNFp Planning and Development Services 14% Building and Cade Regulation Division O�yn 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building I PROPOSED IMPROVEMENT LOCATION: III Address: 143 MEDITERRANEAN NORTH Legal Description: SECTION 26 / TOWNSHIP 36s, RANGE 40e Property Tax ID #: 3414-501-1701-000/9 Site Plan Name: SPANISH LAKES ONE Project Name: Setbacks Front Back: Right Side: \Lnl LeftSide: SS I Lot No.143 Block No. DETAILED DESCRIPTION OF WORK: II MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: Z✓ HVAC Li Gas Tank Z✓ Electric ✓❑_ Plumbing Total Sq. Ft of Construction: 2,275 Cost of Construction: $ 58,000 Shutters Windows/Doors Generator Z Roof S Ft. of First Floor: 2,275 Utilities:ll Sewer []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: 8600 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. 16(- vA<"h �25"6l2,79 SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: SRADEN&BRADEN. MORTGAGE COMPANY: Name: x Not Applicable Add res5: 417 COCONUT AVE. Address: City: STUART State: e- Zip: 84996 Phone: (772)287-9258 City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the ermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or andpcovenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your,deed for any restrictions which may apply. Inconsideration 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 our Notice of Commencement. Signatur" of Owner/r' t/ essee Si`nature of'Cont' or/Gic'ense Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 29 day of June 20 l y this 24 day of June 20)g by 15 15 Matthew Lyle Wynne Matthew Lyle Wynne (Name ofperson acknowledging) (Name of person acknowledging) —(Signature of Notary Public- Stateo 516rida) igrrature of Notary P lic- Staledf Florida ) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. SI�pA,IAOEE ,,,:: Commission No. MYCOMMISSIONIFF197617 ,° SU3ANAtASEE • , Z EXPIRES: F9 23, 2019 i~c �`: MrCOMh9S510N I FF 78764E I'•Af,Rc,, nonxo imu rauryPubk Umemnen Revised 07/15/201 a�:OT wmw re la, Z018 Lftd ThN NoteiyP.bWUndemilen REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW. REVIEW REVIEW REVIEW REVIEW REVIEW DATE 0 COMPLETEi INITIALS 1 RECE�'T C SEC St. Lucie County Building & Zoning Q 2300 Virginia Ave �topo Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation (Company/Individual Name) projectlocated at will be using the following sub -contractors for the address or Property Tax ID N) 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'tbe 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 D.A.. NUMBER: 04/23/2015 09:12 7728787656 WYNNE BUILDING CORP PAGE .02/02 RECP"M JUN 2 9-2015 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number 7n 4 g State of Florida Certification Number (a'eppuca6ie): S&W Electric have agreed to be the (Company NatneQndividual Name) R7 Lri cat Sub-contractorfor Wynne Development Corp. (Type of Trade). (Primary Contractor) For the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Departrtteln of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 00"o) BUSINESS QUALIFIER (Name of the Individual shown, on the Contractor's License) NOTARIZED SIIGNATIMES ARE UQZUMEID Business Name: S&W Electric Address: 501 W_ Coker Rd. Gry/State/Zip: EQXt P$gr�e• FL 34945 Phone: _(_7_72) 464_6466 email: SIGNATURE Lawrence Stubbs FRINT'NA,MnE DATE STATE OF FLORIDA, COUNTY OF L jA(,` THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS ��AY OF. \)� Q 20 i" QY\ps WHO IS PERSONALLY KNOVM OB.AAS PRODUCED AS IDENTIFICATION. L(STAMP) *SIATAURA—F NOTARY PUBLIC PRINT NAME o NOTARY PUBLI C SLCPDS: 12116/2013 (AURA R. CUBBEDGE ,l r Commission # EE 209915 "'15Y_ Expires October 21, 2016 O Aoidedihurm,F4n Lvvrerce BWdB&1oi8 04/15/2015 10:55 7728787656 WYNNE BUILDING CORP PAGE 02/02 RECEI1:17D JUN 2 9.2015 PERMITS ISSUE DATE r" •� �e , �„ . PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 r; 9 n 1 State of Florida Certification Number (if applicablc): CFC1428458 1.indguist Plumbing have agreed to be the (Company NamevIndividaal Name) Plumbing Sub-conttactorforwynne Development Corp_ (Type of Trade) (Prim acy Co(nuzactor) For the project located at \\A - • S�\ (Project Strect Address or Property Tax ID tf) 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: SLCCDtr (No. 004-00) BUSINESS QUALIZaIER (Name of the Individual sboam on the Contractor's License) NOTARIZED SIGNATURES .AItIE REQUIRED Business Name: Lindquist Plumbing _ Address: 3185 Sneed Rd. pity/Studzip: ro'rr n' r gT 1 d R d S Pbone: (777) 491 _t 96c) email: Wade Case SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF L e- rF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 0� 6 DAY OF �u A, e , 20—Lj BY, W fi D,f WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. Y. (STAMP) �01=07}lI`tNlt) �ASGra SIGNATURE NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: I2/16/2013 DOROTNY ANN BASNIN z,; Notary Public • State of Ronda • . : •= My Comm. Expires Oct 2. 201 •�%FO;;tW Bonded TbroulbNational Notary Assn. ��I LJI LVlJ uo.11 /ILOfotoob RFCFnVTO J U N 2.9,2015 WYNNE BUILDING CORP PAGE 02/02 PERMIT ii ISSUE DATE I I PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: _82 8 R State of Florida Certification Number (tfspplieabte): CACO24379 Control of St. Lucie County, Inc. air conditioni (Type of Trade) For the project located at have agreed to be the Sub -contractor for Wynne Development Corp. (Primary Contractor) (Project Street Address or Property Tax 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 I Change of Sub -contractor notice. (Form: SLCCDV (No, 004-00) i I BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED 84GNAT'URES ARE REQUIRED Business Name: Comfort Control of St. Lucie County, Inc. Address; 1901 Ri l tmnra Gt- City/State/Zip: Port St, Lucie, FL. 34983 Phone: _ (7 7 �2 Ian _� n email: Barry Zi mmoimnn A `�(A\ PRINT NAME DATE UNTY OF S • Luo (P_ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS _JAN DAY OF 1 ^��1+SL 20�� BY _?Yw (_rU 7 tYvNw\P C yyX0_n WHO IS PERSONALLY KNOWN �_ OA HAS PR DUCED SIGNATUR F NOTARY PUBLIC SLCPDS: 12/16/2013 AS IDENTIFICATION. I (STAMP) PRINT NAME OF NOTARY PUBLIC �`j°�� Notary Pudic Stara of Flonee Tracey R Mascola a.r.�My Commission EE 193349 Expiros a4/28/2018 RECE1%7-:D JUN2.9,2015 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19 4 9 F, State of Florida Certification Number (If applicable): RC2 9 0 2 7 0 8 7 Treasure Coast Roofing, LLC have agreed to be the (Company Name/Individual Name) (Type of Trade) For the project located at Sub -contractor for Wynne Development Corp (Primary Contractor) VN`QC\- Address or Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Treasure Coast Roofing, LLC Address: City/State/Zip Phone: 1816 Biltmore St. Port St- Lucie, FL. 34984 (772) 343-8308 email: b� Brian Maloney U �(p SIGNATUR PRINT /NAME DATE STATE OF FLORIDA, COUNTY OF S% / .a,� C I e THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS,�G DAY OF LiNE , 20_/1C_ BY .BR1 AN Fr / 4(-t0n/ty WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. J C W1G�,(.fiw� &A,d �eRaiXY /�%Nn� 49sr4.o (STAMP) SIGNATURE Cg NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 •`M:'4•a,, DOROTHY ANN BASKIN +° P Nasty public - Stab of Rams ^• My Comm. EipNue 0912, 2016 CammU>ton 1 fF 015226 Bonded Thaugli National Notary Assn. RECEI`: `D IUN 2.9 B16 ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property:\vl3�ald-�D\�` Part of 3414-501-1701-000/9; Section 26, Township 36s 6 Range 40E (Tax ID/Legal descrip 6 o n/A d dress) for which 1 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 T04.01(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 (hat In granting this permit for the development of this property, St. Lucie County Is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne ?y 06 29 15 "= +wss wit Property Owner Name Pr Gy u en8cure Date STATE OF FLO RIDA. COUNTY OF St- Lucie ACKNOWLEOCED BEFORE ME THIS 29th BY le Wvnne DAY OF IS PERSONALLY KNOWN TO 2U 5. WHO HAS PRODUCEO AS IDENTIFICATION. Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER •a"„�hf,�� Sll&WMAGEE MYCOMMISSIORtFF137617 • + EXPIRES: February 23, 2ot8 '�RI,X„• Banded Thor Nobly Pu* Undenedten r Planning & Development Serv-ces Building & Code Regulation Division 2300 Virginia Ave Fork Pierce, Fi. 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: Permit Number:, 4.y AM - ,:.: Project Addra= THE UNDERSIGNED #HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO 771E ABOVE DESCRIBED PROPERTY, FORA PERIOD NOT TO EMEED 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 I. This temp wry power release is requested forthe above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, Including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power forTesling` have been fi lfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in wridnd to the Building Official stating the reason for the request Power may be removed from the site and/or a Stop. Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the S1AP Work order. WE HEREBY RELEASE AND AGREE TO HOLD•HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR I* THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICALPOWERIN THE EVENT OF VIOLATION OF THIS AGREEMENT DATE RECEIVED APR 25.2916 w-d Z000/Z000d 989-1 999LM LL tlao0-suiplin8 auuAM -WOad L£:LL 9L,- 9Z-b0 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie County Date: Aril 28, 2016 Re: LotBlock: Address: 1143 Med North Project: The undersiened herebv certifies that insulation has been installed in the above described nranerty as tnlinws: 1. Exterior CBS walls have been insulated with.- Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -an Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPY Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: 'Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.$" Polyurethane Manufacturer: Johns Manville Spray -on Cellulose Density: Open Cell SPF R-Value: R-11 S. The following have been insulated: �{s.p�•gs.., •`�'�= '. ;,�: SEAL i�,•.:�%ft�?•`` b� ��Ow' r••r �'pt. ,'��ias�i�.�``, �'l0 WYNNE BUILDING CORP. General Contract/Builder CDC1254041 Competency # Professional Insulators of South Florida, Inc. Insulation Contractor RECON� By: LLO—J £0001Z000d KL-1 999L8LKLL da00 suiplin8 auuAM —Wodj 09:80 9L, to-90 (J zecm& 0 I116,31 1ML 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 SOIL COMPACTION REPORT ASTM D 1667 and ASTM D 2922 DATE TESTED November 2, 2015 PERMIT # 15060548 CONTRACTOR Wynne Development JOB LOCATION 143 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 152398-1d/BV/ct TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 45 108.0 110.0 98.2 2. N.W. 35 106.4 96.7 3. Center 40 105.9 96.3 4. S.W. 50 108.7 98.8 5. S.E. "' 40 104.9 95.4 Soil Description: Brown Sand In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 110.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum R�qulFltfr��pm��, for Stakgl �`T., -�I da c+lrj(* 111.0 W I E I I I I I I I G I 110.0 I I I I H I T I I I I I I I I I P 109.0 .._..� .._ _.._.. .._.. _.. ..-.._ c I I I I I F I 108.0 �.._.. .._..�.._.. I I I I i .._.. .._.. i .._.._ D I I I I I I I I I I Iral Grade. R Y 107.0--.._..F.._...._...._...E..._..}.._..� 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED NOV 06 1015 Fax and @►aij d!v&-4�{cti@ ,,,,,,,,County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TITAN _,..,o', C43MCRIETIE Materials for Life* groncre,, "Thank you We appreciate our business" Y _ RP Y , Ticket no. /i FORT"PIERCE 4199 SEL.VIT7 ROAD 281254 FT PIERCE, FL 34982 Deliverydate plant Truck Driver Truck size Type job II/113/15 Fi28 13?I9 DEPIN09 WILL IAM 9.50 BEAM Icustomerq 0004535 (customer naNODNEY HALL CONCRETE CONST Zone Tax CD T ITarmac pro'ect Customer P.O..no.. Order no. Terms code Char a delivered 3 C.O.D.. Timeclue J+<tToo, dl I E92Es1 I IK'C rge F.O.B. 4C.O.D •F.0.8. 09 ,q Delivery namel-an�ad{rresi- COUNTY •- Lot Block County 14s; MEGITERRANERhI DLVD N9 PORT ST' LUCIE Instructions ""� v"' A v Slump �Quantityrt^ � ��—��:Pr`oduct w'v? �;; � u/M Unit rice Load Cumulative Ordered Code -Description - 9.50 9.50 9 50 CAC 8P1( 30007 #8 PM CY 1. �j3 801i k' 07 FUEL SURCHG LD 1. tS 81�4014 ENVIRON SURCHG LD L. a CE -75 ,NOV 19 015 % f0y 19 2015 Load Arrive jobsitel Start discharge Finish discharge Leave jobsite Arrive plant �( a5 10 Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: _ Gallons of, water added:. I Amt of CYRetained: I i Customer Approval: - Customer Approval: Customer Approval: Customer Approval Tested Tested properly No. Authorized ed by ❑ Yes ❑ No ❑ Yes ❑ No 1 7147056 Ix Safety is a constant state of mind; with every employee feeling responsible and empowered to act to cause him• and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE "'y .� I. 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 terns, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Airy changes must be inwriting and signed by each party. This Contract willbe construed in accordance withthe 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,, 1 Payment terms: Net the last day of the month followingthe month of delivery, without deduction, retainage, set off or charge backs. A.cash. discount of 1 % 1011 proximo may be 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 and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller., Failure of Seller to exercise any of its. rights will: not be deemed a waiver of any such right. 3. Regular delivery hours are.7:00 a.m. - 5:00 p.m., Monday through Friday:_ An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of CO minutes. Prices are based on full loads; an additionalcharge will apply to loads of less than seven cubic yards. The minimum load far each delivery is 1'12 cubic yards. 4. Buyerwill give Sel ley at least 48 hours prior notice of the time and rate oft equested 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 providesuitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septictanks, and/or other property, mid 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 notlimited to towing charges, except to the extentcaused by Seller's gross negligenceor willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full paymcntof; 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 volmne at the time of discharge from the muck, 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 Warrapty: Buyer is solely responsible for determining the type and quantity of goods to be purchasIad, Seller wartants that its products will meet i oexceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACT 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 WARRANTIESOF MERCHANTABILITY AND FITNESS FOR A PARTICULAR: PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED.'T14E 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 on behalf of Buyer. Buyer will be responsible to see that the concrete is handlcfLinaccordance wath best n. irpctZoril pract,ces Seller;has no control over the placing or handling of concrete after unloading and does not'guarantec thdrfinished workin whiA�t nts u d ,r�uxer It beiresp,, 6ph,;.to prevent concrete after unloading from coming into contact with }hty'ni, tdhitl,ysuch;as al inrn'um,,wliich mad` dvkjrsely impact'ebb rete strengjlw' u' 10. Buyer will furnish any admixtures or ingredien it desires that are not regularly supo. ied the sSe,- in the marketplace i Buyer will be solely respon- sible for the eflect of such admixture or thgredi mts on the. coneretc, ly extra puo&act N teh rrPayabe required,41 exce4 of the mix design quoted, or which maybe required to provide workabi)ity; sir¢ngth,,'st;�tinyaime or'water/cement I�gttiofiiyill result nil an addieWin i ingredne at.charge payable by Buyer. 11. Concrete will be batdned and delivered in accordancewtdn ASTM G94: Concrete tettlp;Talure will be'Ufctatedbythe env,4ronmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the un'$lemeutation of controlled measurp9 during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result dfany alleged node hforming materials or any other cause whatsoever (other tan failure to meet ccimpressive strength, in which event the time for notice will be within 48 hours after the customary timefor analysis of the test cylinder), time being of the essence. Seller will be given reasonableopportunity to investigate all. claims. Any failure by Buyer to give written. notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE L14BLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTA) , PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WI I ROUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTFIER46 04r . AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE,STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR TIT$ 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, Ft. 33441. 15. Severability. The unenforecability 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 W W W.TITANAMERICA.COM. Rev'd 2-08 Planning & Development Services Building & Code Regulation Division 2300 U;rginia Ave Fort Pierce, Ft. 34982 772-462-2172 Fax772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT 3�y PERMIT J 5�66 -C)S B JOB ADDRESS: ' y 3 /112d 1 i PT�'itwQ��vi i Lvd ✓(h�i f,� S L BUILDER/coNTRACTOR: odA#� v H d,6t o c, 4 PEST CONTROL CONTRACTOR: < G. PEST CONTROL LICENSE #: -s% I A, %� '7 ti Jcr 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 Assodation. Square feet if area treated: Li Me Chemicals used: R ¢a S 4 Il, Y' Percentage of solution: � 061%� Total gallons used: Date of Treatment: // - Ll' I < _Footing _ 1°t Treatment —Re-Treat _Driveway _ 1 11 Treatment ,_Re -Treat _Other _2# Treatment _Re -Treat Time,of Treatment: %_ va lab Jet Treatment _ Re -Treat _„_Pools _1� Treatment —Re-Treat Perimeter for Final In a} -' Signature 'of Fxteeerrrmminator (dote: here must be a completed form for each required treatment orre-twliventand tilts form mustbe on the jab slte to be picked up by the Inspector at time of each Inspect/on or the scheduled lnspectlon w111 fail and a-m-Inspection fee charged FBC104.2.6CertificateOfproteetive7-reatmentforprevenbonoftermites. Aweatherreststantjobsiteposungboard shall be provided to receive duplicate Treatment Certificates as each required protective treabnentIs completed, providing a copy for the parson the permit is Issued to and another copy for file building pennit fifes. The Tnatmertt Certificate shall provide the product used, Identity of the applicator, bmme and date of the treatment, site lorauon, area treated, chemical rued, percent concentration and number of gallons used, to establisfi a vedfiable record of protective treatment. 'Otte sail Chemical barrier method for termite prevention is used, final exterior treatment shali be completed prior to final building approval St Lucie,County requires for the final inspection for CO, a Permanent Sticker to he placed on the electrical panel pox cover, listing all the treatments and dates of applications. 11/04/2015 12:44 772589FaF9 KSM ENGINEERING—, PAGE 01/01 pR�N'r� KELt'! Rt.5,C1i .E'ICMEI3 & M&CWILLiAM ENGINEERING AND TESTING, INC, MARTIN (172)M'4a7-i7s, pp gdx 7g-1377, SEIBASTIAN, FL 32978'-1377 SEBASTIAN (772y 599 0719 FAL6EJ{GH(867J'845-i445. wwwAsmenolneoring.no't MELBOURNE(321)7a8-8488 FAX (661.845.6878 E C:Ac.55g5 -Mail: KSM�!K5tv1ENGINEERING.NE7 ST.'LUCIt (772) 228-909a FAX (772) 889-C"g DATE TESTED PERMIT# CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D'1557 and ASTM D 2922 November 2, 2015 15060548 Wynne Development 143 Mediterranean BoulevardN Spanish Lakes One Port St Lucie, Florida KSM JOB # : 152398-1c1/BVlct ITEM T'ESTEO Compacted Foundation Fill TEST LOCATION DEPTH PEN DRY MAX, DRY PERCENT OF SAMPLE. READ DENSITY PROCTOR VALUE COMPACTION - ,:. .... 2. NW. v -. t.: 40 1utl.0 110.0 98.2 35 106.4 96.7 3. Cehter' " 40 1.0519 " 96.3 4, S.W. 50 108.7 98.8 �". S.E. 40' 104.9 95,4 8611 Description: Brown Sand In Place'.M.cisture: 7.6 Percent I Optimum'Mt:Qtura: 11.0POreent G -•..•.. MAX. Density: T I 110.0 P.C.F: Test.oCatians The P1o9.0 . ._..._.. Density Penetrometer Readings Indidate'tlg F Degtee'vf'ComptictionMeets ,110.0 --.,- _TiiiII — _ r. Minimum Re' u'red I I forStig�%s D I I I I .Natural Grade. y 107,9 .._..j .._..j ,._.. j .._.. ..._.. F ,. ..� a 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED NOV 04 2015 Fax 80506County Building Department f7' MA °�++urmida7o+tl�Id'.G. Keller, RE.: 372.W 1 SI Lie;. No.: $80 / Juae E. Keller, PS: 68366 4C4DNC: rpET TITAN - E "Thank you - We appreciate your business" , Materials for Life �S6 6 � 0 u r�Y Ticket no. ' groncreti FORT PIERCE 4199 SELVITZ ROAD 284028 FT PIERCE, FL 34902 r a Delivery,date Plant Truck Driver Truck size Type , ob' 04/12/16 6cE1 13EI1 DOMINCUEZ. L.EON ' 11.0[ DRIVEWi Customer no. Customer name Zane lax CD 90004535 I RODNEY HALL. CONCRETE CONET T: Tarmac project no. - - Customer P.O.. no. Orderno. delivered 3C.O.D., Time due 4e14`,1 I, 9987E3 ITermscodet-Charge. ,2ChargeF.O.B, 4C:O:D-F.O.B. 07eQ15 Delivery'nameand address ,. .Lot 'Block. County ST i_UCIE COUNTY 143 METYITERRANEAN, NORTH,, PORT ST l_UCIE , Instructions SPANISH LAKES 1 slump I 5. 0t Quantity . � Product ; ' 4 U/NII Unit price' � I Amount Load _.Cumulative Ordered Code Description "a S:1 11. 00 1 1.00 13 50 CAF 95R102505 :11:57 CY 11. 00 10,' �6�a MASTERFIBER M35 — . `0# CY N 1.00 8% 007 FUEL SURCHG 1 LD 1.00 SM 014 ENVIRON SURCHO LD " M N. VQ . ry RECEIVED APRr13 201 Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant • .Subtotal Sales tax Additional water added to this concrete, will reduce its strength. Any water added is at customer's risk. Gallons. of water added:—. Gallons of water added: ` Gallons of water added:_ Amt:of CY Retained: Customer Approval/. Customer Approval: Customer Approval Customer Approval;,' pproval /? ( Tested Tested' properly i.No. i Authorizedandfeseived by Yes E No ❑ Yes 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. 1293952 Lot: Block: Address: Correct Not Correct ,., .11.,r-r, ,,, 111 TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract') and, ifbuying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all' other terms, including any teens contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with The laws of the state of Florida. For all disputes relating: to this Contract;'Buyer hereby consents to die jurisdiction and venue�of the: state and federal courts for the location of the delivery site of the goods sold hereunder. _ 2. Payment terms: Net the last. day of the month following the mouth ofdclivery, withoutdeduction, 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'h% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default ofany 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 maybe added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices ire based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best. of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitableapproaches 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 indetwtify 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 applicableAnterican 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 LIMPFATION TFIE. WARRANTIES OF MERCHANTABILITYAND 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 notbe responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading.. and does not guarantee the finished workin which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10, Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. 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 provide workability, strength, setting time orwater/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance withASTM C-94. Concrete. temperature will be dictated by the environmental and material condi- tions at the time of delivery. Anyreg6ir@mdgt bLyond.thes I 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 givenreasonable opportunity to investigate all clainvc. Any failure by Buyer to give written notice within such 48 hour period will be deemed conclusive waiver by Buyer of all such claims against. Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE; 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 beseverable 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 WIT14 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 REAC14 OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W: rITANAAI.ERICA.COM. Rev'd 2-06 • Termite Inspection A " AJlrBtl715775 Christ is l arq '72-323-7921 • Termite Pretreatment -Bug Toll Free: 1-877-365-9990 • Pest Control Termite & Fax: 772-340-5990 • Rodent ServicePest • Fire Ant Lawn ServiceControl, Email: Evictabug@gmail.com • Whitefly TreatmentInc. 2373 SW Woodridge St. • Licensed & Insured Li. Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE �`1' IS - 1 TIME DEVELOPMENT NAME (PROJECT) - CONT�RACTOR'S NAME CONTACT PERSON ' . 14G� .III (oA, ddh , STRUCTURE ADDRESS (LOVELOCK) . CITY, STATE, ZIP CODE COUNTY t 43 ar+k . 3�v SL_ sh'' N ue /NOTES I ° r �ti i i�n'✓�ewa. %�y f!o YySz TREATMENT TYPEIAREA - r ❑ FLOATING ❑ MONOLITHIC PATIO ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ TAMP& TREAT/4REAT ONLY ' FINAL PRODUCTS 'IABASELINE ❑ DOMINION 2L ACTIVE INGREDIENT /❑ OTHER ❑ GARAGE-*RIVEWAY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ POOL DECK ❑ OTHER ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑ STEM WALUFOOTERS ❑ ADDITION ❑ PLUMBING CUTOUTS ❑ SIDEWALKS ACTIVE INGREDIENT _ _.. ❑ IMIDACLAPRID AIFENTHRIN. ❑DISODIUM OCTABORATETETRAHYDRATE - CONCENTRATION a 06% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONSAPPLIED yh SQUARE FOOTAGE Z 5-0 � /� LINEAR FOOTAGE / ; ")'` SQUARE FOOTAGE VERIFIED XES ❑NO J9F2�OR VERIFIED PER PLANS y JOB READY CONDITIONS MET YES ❑ NO DETAILS RE�E\VET APR 111016 As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Floridan Building Code..) (/ If this notice is for the final exterior treatment, initial and date this line—�� /'^� "� " 1S "if b FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment due at time of service. Date Date �THER r!t�A'p-q Ilit/ U/"K Applicator: (EvictA Bug Termite and Pest Conlry ) %�-L an sife Customer (Property Owner or Agent) 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) 768-848B FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED November 2, 2015 PERMIT # 15060548 CONTRACTOR Wynne Development JOB LOCATION 143 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida KSM JOB # : 152398-1d/BV/ct 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" 45 108.0 110.0 98.2 2. N.W. 35 106.4 96.7 3. Center 40 105.9 96.3 4. S.W. 50 108.7 98.8 5. S.E. "' 40 104.9 95.4 Soil Description: Brown Sand In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 110.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum RequiS96uutlsae#, for Staked F�od1��ix1Kl� "' Pen. ReAs$�S.T' No. Julie E. 111.0 , I I I I I W E I I I I I I I I I I I I I G 110.0—.._..�.._.._.._. ._..+.._..{..._.._ H I I I I I I T I I I I i _..1..-.._ • I I I I I c F 108.0 }—.._.. .._.. .._.. .._.. .._.. i .._.. I I I I I I D I I I I I I R Y 107.0--.._..1—.._..�.._..}..._..}.. 8 9 10 11 12 Moisture - % of Dry Wei" E-mail to: Q�ft �ni obm Fax and Mail iI! �� .dainty Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 • t TITAN � c�eaacRE'r'le "Thank you - We appreciate your business" a Materials for Life' 0,5V— �Lp Ticket no. g crete. FORT SELVIE 4199 ELVTZ ROAD 281059 FT PIERCE, FL 34962 Delivery date Plant. Truck (Driver Truck size Type job 11 / OG/ 15 Gc_8 136 0 ORELLANOs RAFAEL 10. 0 SLAB OR Customer r9,0045.3 I Customer naM I)NEY HALL CONCRETE CONST Zone - Tax CD T` Tarmac pro ea�tt 1c Customer P.O. no. order no. Terms code {hare delivered 3-C.O.D. Time due 08 E 00 �ti 4t131 I GG4&0 I. ,2-Charge FO.B. 4-C.O.D-F.O.B. Delivery nameanoLddres$z COUNTY Lot Block County 143 MEDI7TERANEAN NORTH , PORT57 LUCTE �� InInstructions"iG _ �GG I - � Slump 5 01Z i�UBttltVv �t1ilr0(IUCf v. . a .Y.+. U/iVl UQli-prlcC:,` iArAcIbrlt ;AT} W1-. 33 0111 CAF 2SR'10 500 #57 100.901 h'IA-91- RFIBER M70 BOQ� 007 FUEL_ SURCHIS 804014 ENVI.RON SURGHG RECEIVED NOV 09"1015 Load Arrive job,site 'Start discharge Finish discharge Leave job site Arrive plant t_ z kdditional water added to this concrete will reduce its strength. Any water added,is at cu Gallons of water added: r y Gallons of water added: _ Gallons of water added: Amt of CyRetained: Customer Approval: Customer Approval: Customer Approvals C us t om Approval: Tested Tested properly Yes ❑ No ❑ Yes ❑ No No. 7146861 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: CY CY LD LD Subtotal Sales tax TOTAL ,'s risk: Address: Correct Not Correct �S TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE .rr I. All sales will. be subject to these terms and w w,dons ("Contract") and, if buying on credit, to Buyer .,,edit agreement with Seller, incorporated herein by reference; all, other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes Must be in writing and signed by each party. This Contract will be construed in accordance with the laws ofthe state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejUdinfiction 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 fill lowing.the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 10"proximo may be deducted i f no previous balances are past due. Interestat the lesser of I'/e% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies; Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attomeys" 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- isfactoiy to Seller. Failme of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based oil full loads; an additional charge will apply to loads of less thanseven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyerwill give Seller at least 48hours 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 day delays in delivery. 5. Buyer must provide suitableapproaches to delivery points beyond paved streets. For & livery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks-, driveways, pipes, septic tanks, and/or other property, and Buyer h ill indemnify and bold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but notlimited 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; (it) concrete delivered due to Buyer's mistake or in excess of requirements; (ill) concrete not deliverable, due to unsuitable approaches. 7. Concrete prices and quamities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measuremenC 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 tie 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 RFMEDYOF BUYER UNDER THIS LIMITED WARRANTY. 9.. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer willbe responsible to see that the concrete is handled; in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible. to prevent concrete after unloading from corning into contact with any material, such as aluminum, which may adversely impactconcrete 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 theeffect ol'such admixture or ingredients oil the concrete. Any extra product which may be required in excess ofthe mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in additional ingredient charge payable by Buyer. 11. Concrete will be hatched and delivered in accordade4;ivith ASTM'C.y4. Concrete )',emperature will be, dictated by the. environmental and material condi- tions at the time of delivery. Any requirement beyondlhese conditionis'w'ill ieAmre' 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 anyalleged nonconforming materials or any other cause whatsoever (odic, thanfailure 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 Boyer to give written notice within such 48 horn- period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER, BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISF, AND WHETHER. OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR. FAULT. IN NO EVENT WILL SELLER BE RE SPONSTBLE 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. Sovefability. The unenforeeability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each ither_provisicn of this Contract will be severable mid enforceable to the extent permitted by law. WARNING: CAUSES SKIN iRRiTATJON. _INJURIOUS TO EYES. NINSPORTLAND CEMENT. FRESHLY MiXED CONCRETE MAYCAUSE SKIN IRRITATION OR INJURY AVOID CONTACT WITH SKIN POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY 'ATERAND GET PROMPT M EDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. BRADEN 6 BRADEN, A. I. A., P. A. 97rchitect5& ellannens 417 COCONUT AVENUE, STUART, FLORIDA 34953 -TELEPHONE: (772) 267-625e FAX (772) 2B7-6293 AAC-OOOD32 St. Lucie County Building Department Permit #: 1506-0548 RE Address: 143 Mediterranean North ST. LUCIE COi� R�� C ))MSION R.EVIER'ED FOR CO.�,`CE REVIE-WED BYq) DATE �� PLANS AND PERMIT ST BE KEPT ON USt 1% 2015 OR NO INSPECTION WILL BE MADE, To whom it may concern, THESE PLANS AND ALL PROPOSED WORK Please note, the ballard shall be 4". ARE SUBJECT M ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT If you have any questions please feel free to call meat (772) 287„82fy DE IdECs SSARV IN ORDER TO __" COMPLY WITH ALL APPLICASLQACODES. 4 R Braden Braden & Braden AIA PA JOSEPH E. SMITH, CLERK C 'E CIRCUIT COURT — SAINT LUCIE COUNT FILE N 4086606 OR BOOK t. PAGE 1906, Recorded 06/30/2015 at _._ 31 AM PERMIT NUMBER I flii,n,u.e u,y,f�W r.a,...n'ili,y:inln NOTICE OF COMMENCEMENT The undersigned hereby given notice that imprevement 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. DES CRB'TION OF PROPERTY (Legal descnption and street address) TAX FOLIO NUMBERS 3 d 1 4 — 9 O 1 —1 7 01 —0 009 2, GENERAL DESCRIPTION OFIMPROVEM£Nf: single family residence 3. OWNER INFORMATION: a. Nam lacy a 96' 1 a' 19 ro GPo=ak Von b.Addros 8000 S. USl, Suite 402, PSLr FL 34952 C. interest in property d. Name and address of fee simple titleholder (if other than owacr) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402, PSL, FL 34952 772—R7R-5511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon wham notices or other documents may be served n pmvidcd by Section 713.13 (1)(11) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak. Dr. PSL, FL. 201-8418 S. In addition to himself of herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (D(b), Florida Statutes: NAM, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of cormneneemcm (the expiutian data is I year Dom the date of recording unless a different data is specified) ,-20_ Matthew Lyle Wynne, yi—Prea;,lent Print Name and Provide Signatory'a Td1dOIDce Owner's Authorized OlRcer Director/PartnertManager Sum of Florida County of qr . Lucie The foregoing instrument was acknowledged before me this 29t'h .,of June . 2o1 R By Matthew Lyle Wynne ,as (Name of persan) (Type of authority... e.g. Owner, officer, trustee, suorncy in fact) For Wynne Building Corporation (Name ofparty on behalf of whom instrument was executed) Personally Known_X, or produced the following type of ID: ESU,,, Magee ' 4y W4A1rRR510111(PrintedNameofNotaryPublic) '(SI nstore of Notary Pu li 1?r:,l �tkrarR4 Under penalties of perjury, I declare that I have read the foregoing and that the fags in it ere [me to the best of my knowledge and belief (section 92.525. Florida Statutes). Signature(s) of Owners) or Owner(s)' Authorized Officer/Director/ParenedManager who signed above: BY I l BY OYHVrIellRuaau0 STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT /COPOFTHE ORIG�p&�� J JU SMIT Date: U 2015 2 BRADEN 6 BRADEN, A. I. A., R. A. 527rchitects & 'Planners 417 COCONUT AVENUE, STUART, FLORIDA 3499E TELEPHONE: (772) 227-8252 FAX (772) 297-S223 #AAC-000032 St. Lucie CountyBnilding Department Permit # 1�'5J 06 Q54$ RE Address: 143 Mediterranean North To whom it may concern, Please note, The concrete strength of the slab shad be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. Th o R Braden Br en & Braden AIA PA J RECEI'D AUG 0 6 2015 July 29, 2015 BRAD EN & BRADEN, A. I. A., P. A. 97rcbIlecls & 'Planners 417 COCONUT AVENUE, STUART. FLORIOA 34996 TELEPHONE: C7721 287-6258 FAX [7721 2B7-02B3 #AAC-000032 St. Lucie County_ Building Department Permit #: .6348 RE.Address: 143 Mediterranean North To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. H you have any questions please feel free to call me at (772) 287-8258. IL Braden & Braden AIA PA ;i July 29, 2015 Plan Review %svb- 0%W .# 2009INTERNATIONAL Date. RESIDENTIAL CODE® Valuation.- 25 6 .Z72 FOR ONE AND TWO FAMILY DWELLINGS Fee � "PLAN REVIEW RECORD JURISDICTION ' .•.� `` x � t,.3m -Js s: hr fCliyj COLniy TotkNsh�pfetc��et >,^ s a -s $ � y 1��' 3 r e,y f •s k r t, r -.+. '` '' .- 9.'Fs4 t BUILDINC+�L'OCATION, �(� �{ 'g'W �S/YBBt'HC(IryaSS� `.S�yS..Y A Y l' "�4F 4 A t Kd r'� • A A.� tBUILdING DESCRIPyTION e �SyrrsCilkti ��a�Z :r Yi^ .'! .r.3�y.�arr �� y{'M4{!a 1Tu l4 ��wC ✓�'�e�--f'�Y v. �'^Ri3i{5 *Y S ?L�YS`v�Y `f��My ! �� Y ice'. ¢�1 � � - ::'?-,�. J4 aT.`x'. '°.. i. "Y-t'%�'.a.,. t.`Y .nr _sr,2_ �.�'`�., .:� .n \`4, 3"' �,�'tc�l`.G..:..`:.s.�ir 's-'J'.ii� .�_rn�'7`j. _.... ` +E., i.>• .rv". �` f : " *4 pcvY J bt3 ysn Y' F�e�'1U' ! ?n'L,YJ' "y" %fy`'�� - 7 f 4Lu{I`t -,A .,LjY+ .S. {smr n„_ri 5 T `M xe "REVIEWFD'Bl,' na- n v . dr cr 4 C v r p F uK r y s�nF��"�11��7ry �� ori 1�'`%�dle�fd$eha"e"s-coti ��ri"[I ce e'r��thi5r'cdaiC51"rv`„id?�hO�Sfl�odins`�9'iQ�secfc i�l"'�'ll"c�bl oglesecfion's wth' n � E �c+ss 5'1 � V^.Y>_ C .f4>1�naP..P.iyp C�@,' �ii��*u=' n n'%tx$-�^yr�, b R #� s r.�i- *rn;•s« �'��, PP F re n. x t �dt%,t�ga�i�d'or�he�m8u�r F,atlk�'eojB�.e'Iailedi�rmall`oc�r hiCh:is�y�q`nl�all_y1o�Gnd'�eonsf7�idfio�i�'oou�entp<f�n�e aazid tNio fa,�n➢y dwcllingsiand t: {µtOwhocrse`�ttlaEsfiata,cestllledac�"owsionsv,�hw„a1� e-a Ji'agbi taecc"buR[ftlM�iocis�eco`�s`�e5ignedio'beu�edpnly�6y<those+,- '�. � w�0a"Fe�,knotwietlgeablaand cTa ableo exgr��ing comp`�e�}�,[�"g�-1t��e adah`n"❑Eonsf(tfcfion U�hiants;fotcodeGompll ce'�`�,^1-��"� CORRECTION LIST Code No. DESCRIPTION Section r a P 9 �i =� •• • ur• • • •• • • •r ISBN 978-1-58001-951-4 p111111 111111111 O 'ISRfI f11 QS 14 TN NATIONAL CODE COUNCIL 06/10 i -2- •� .,,,a, w ,.cvicry news mat require a nem check or Inspection If the Installation must be coordinated with the inspecfion phase (R109) of the project. B: ,DING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) /@/ psi Roof live load (Table R301.6) psi Ground snow load /V psf Basic wind speed ph Wind exposure category (R301.2.1.4) 1 High wind design criteria applicable (R301.2.1.1) j Seismic design category (SDC) (Figure R301.2(2)] IV 1,19 SDC C&D provisions (R301.2.2) JPU /14 Weathering Frost line depth Nj Termite area Decay area rv/, Winter design temperature Ice barrier underlayment required r✓ !9 Flood hazards _ N 1A FIRE-RESISTANT CONSTRUCTION (R302) iv Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) �t/ 14 Continuity and structural independence (R302.2.1, R302.2.4) N /l Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) %" 14 Two-family dwelling separation (R302.3) 1 M:•P/ Dwelling unit penetrations (R302.4) Dwelling/garage opening/penetration protec- tion (R302.5) ! �iP Dwelling/garage fire separation (R302.6) +i Under -stair protection (R302.7) 5� Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index . / (R302.9.2) / v Testing (R302.9.3, R302.9.4) V Insulation (R302.10) ro"" Flame spread/smoke-developed (R302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (13302.10.5) > r1-1; 1 Fireblocking (R302.11) 1 wif Draftstopping (R302.12) a .g Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* li ht Natural ventilation* Living 120 7'-0" 7'-0" -0 5'" 8%floorarea 4%floor area Dining 70 7'-0" 7'-0" 5'-0" 8%floor area 4%floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8%floor area 4%floor area Bedroom 70 T-0" 7'4" 5'-0" 8%floor area 4%floor area Bathroom N.A. N.A T-011 5'4" 3 square feet 1Vz square feel • See Sections R303.1 & R303.3.for mechanical ventilation and artificial light t 8'-8-Zale lumbing fixtures and for non -habitable basements. quired heating (R303.8) SANITAT1 N (R306 and R307) Water closet Lavatory � Tub or shower Ll/Kitchen area with sink Sanitary sewer (Chapter30) av 4 Private disposal (Appendix i) -3- GLAZING (R308) I A Sto' Identification (R308.1) d✓r9 Louvered windows or jalousies(R308.2) � f Human impact loads/hazardous locations (R308.3, R308.41 Skylights and sloped glazing (R308.6) GAESoo D CARPpRTS (R309) BUILD11VG RLANN11VG (Cont.d.) (R30grface nonco lt�� Car 9, yJ mbustible; sloped MAT 8 o°rt: open two sides. Boor AUTp IC FIRE SPRINKLE rsl slopednoncombustible Automatic floor (R309.2) °mbustible /i // Townhouses (R313.) SYSTEMS (R313) E R FRGENCY ES garage door oPener (R309. SMp One- and tw° family dw 0) CAPE AND RESCUE 4) /rv,SPALARMS (R314) ellings (R313.2) Whore re OPENINGS Referenc Bey' fn quired f/u edsta Areas e)ght, Width310. >) � Cation and inte�ods (R314 > R3>g 2) /V 1.4) °Perations POwersn rce and nnection (R R31 "� Windo (R310.1.1 _ CARBO (R314.4) _/ / w wells (R310.2 N MONO Bars, grilles, covers a) New c nstt CtLARMS (R315) MEAN Under decks and porcnd New (R310.4J N� EXistin ruction (R315.1) S OF EGRESS (R311 Porches (R310.5) B2� Refere g construction (R315p General (R311.1) FOAM PLAS Referenced standard (R3153) �Egress door (R371. N/ TIC (R302.8, R316 ) Landin 2) _ Labeling (R3162 ) R31 .3 3� exterior ` J doors (R31>,3 _ Surface burning / Vertical egress (R311.4) O°nstr approval (R16i3e R3167� barrier, specific uc(R3 an D(�dDR3 8) TE PROTECTION d attachirwa ment hment By Ys (R37>.6J (R3».5) 8) SR3yY width, droo Protection re 1.78) hea m, walkline / rvS/ R31B, y) required (Tab/e R301.2 1, (R371.7. I Quality() R3171 NI4 R31>.7.4.3J ' - mark (R317 StairyvaY lantli r�l�s (may ' %S+-y ADDRESS (R319) 2 and R3 Ha(R311.7.5, R31> and walking suriace Address ni y ndrails require ) s CESSIBI tubers R379.1) AC Handrail eight d (R31>.77) /S LITy(R320) i (R311.779ht, continuity Type 6 d Stairwa R311.773 grip_si. ELEV welling units a Special stairwaYstion,(R303 6, R311,78 t ReferenRS/PLAced LIFTS (R 21PPlicabte (R320.>) 1 RaMp slo (R311,7g ) ) �D Pe, landings ) nced standards S (R312) handrails (R3». FLOOD,RES1STgNT CONST (R321.7 - R321.3) 8) Gene RUCT/pN Required for�1(R322. y) (R322) / ram °Pen_side Hazard oorgfade (nd R3129) a3p above tags' �` Design pr,r9 3R322.2, R322.and 3ents (R301.2. 1ght 36"OY3122) STORM sign Professional (R322. 4 Panting tirnitatio SHELTERS (R3 3 6) ns(R3723) General 23) al and referenced standard (R323 1J 0 t-QUNIDATIONS (Chapter 4) MATERIALS (R402) L4 L/4 Concrete fount`. - i walls (R404.1.2) JL/ I ood foundations (R402.1) 04 Wall height, unbalanced backfill, nominal thickness (fables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] FOOTING 403) oil bearing value (R401.4, R403.1) ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <footing thickness (R403.1.1) / b- 1 Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) ] .t P Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry = 1/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) IV5? Footings adjacent to slopes (R403.1.7) M 0 Frost protected shallow foundations (R403.3) N Id Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) 14"'1 ' Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] l✓ 401 Stay -in -place forms (R404.1.2.3.6.1) IV /A SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) /V` a ,ry (A Sill plate size (R404.3) ��r— Precast concrete foundation walls (R404.5) P14 Drains required if habitable or usable spaces are below grade' (R405) / d " (4 Soil class (Table R405.1) Dampproofing if basements are below grade' (R406.1) IV (A Waterproofing if high water table' (R406.2) ` If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) NIg Protection from decay or corrosion (R407.1 and R407.2) N 1-4 Structural requirements (R407.3) Masonry foundation walls (R404.1.1) N Anchorage (R407.3) Wall height, unbalanced backfill, nominal N IF4 Wood columns (minimum 4" square) (R407.3) - thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Al /.A Steel columns (minimum 3" diameter, Schad Reinforcement size and spacing !e 49 pipe) I R4®31 (Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS inches a LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 >_ 4,000 Conventional li ht-frame construction 1 -story 12 12 12 12 2-story 15, 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 6-Inch hollow concrete masonry 1-sto 12 12 12 12 2-sto 21 16 12 12 3-story 32 24 16 12 84nch solid or fully crouted mason 1�stor 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot= 0.0479 We a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. -5- t-UUNUfAI IUN5 (cont-d.) ` UNDER -FLOOR SPACE (R408) Removal of debris (R408.5) Ventilation (R408.1 and R408.2) Finished grade (R408.6) Unvented crawl space (R408.3) Flood resistance (R408.7) Access (R408.4) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) AIIA Species and grade (R502.1) /V M Joists —Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [fable R502.3.1(2)] PARTICLEBOARD UNDERLAYMENT (R503.3) /// Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Cantilevered joists [Tables R502.3.3(1) and Base course: 4" thick with maximum 3/4' R502.3.3(2)] /� gravel or 1/2" crushed stone (R504.2.1) Girder spans and header spans for exterior/ Moisture barrier: placed over base course bearing walls [Table R502.5(1)] 4— (R504.2.2) Girder spans and header spans for interior bearing walls [fable R502.5(2)] Materials (R504.3) 1'-114 Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) N /`9 Bearing (1.5" minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -line masonry or concrete) and lapped joists (3") framing (R505.1) A / J`� (R502.6, R502.6.1) Structural framing (R505.2) d" Lateral restraint and bridging (R502.7, Material (R505.2.1) R502.7.1) Ag� 4 U111 ttifg-81fd nutcf ing-(R Identification (R505.2.2) (%V fA Fastening (R502.9) /A/ (A Framing of openings (R502.10) N Wood trusses (R502.11) Al l A Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) 4uThickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and , R503.2.1.1(2)] Installation [Table 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CO ' FLOORS (ON GROUND) (R506) 7Thickness: 31/2" minimum; Concrete strength �R (_// Support:ort: p prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" /(�506.2.1) (// Base course: 4" graded with 2" maximum aggregate (R506.2.2) Le �Vapor retarder (R506.2.3) / A" Sf" Reinforcement support (R506.2.4) 12 _L CONSTRUCTION (Chapter 6) GENERAL (R601) ✓/Design (R601.2) �f Component and cladding wind loads (Table R301.2(2)] a1!y Vapor retarders(R601.3) WOOD CQC NSTRUCTION (R602) 7 Construction [Figures R602.3(1) and R602.3(2)] l rVSP Stud grade (R602.2) Exterior walls (R602.3). Stud spacing [R602.3.1, Table R60Z3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) r✓S.� Drilling and notching —studs (R602.6) ('S P Drilling and notching — top plate (R602.6.1) "5 Headers [fables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.27 Fireblocking (R602.8, R302.11) 1 �iS Cripple walls (R602.9) B ✓ /� Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.31 R602.10.6 - r R602.10.8) [Table R602.10.1.2(1)] NM Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10,5) N t/f Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) 7- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) j Wood structural panels (R604) G Particleboard (R605) MASONR ONSTRUCTION (R606 - R610) General design (R606) ADC C and D (R606.12) Unit masonry (R607) Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXT�WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) I '., LL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) /V /A Plaster material (R702.2) / g4 Plaster support (R702.2.3) t/ Gypsum board material (R702.3.1) 76vSP Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) y Ceramic tile (R702.4) N l g Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) e/RIWater-resistive barrier (R703.2) IV Id Wood siding (R703.3) /✓ 6" Attachment and minimum thickness (Table R703.4) �Wood shakes and shingles (R703.5) l/ Exterior plaster (R703.6) T✓ % Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) �6? Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/e"corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D' maximum area = 2 square feet) (R703.7.4.1) /V/f Flashing (R703.7.5 andR703.8) 1,4 Exterior insulation and finish systems (R703.9) r " /A Fiber cement siding (R703.10) /v .f Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) Ftv and R801.3) cladding wind loads [Table ROOF FRAMING (R802) A* 1A Fire -retardant -treated wood (R802.1.3) IV/j� Framing details (R802.3) $V / Collar ties (4' o.c., in upper third of attic) (R802.3.1) N / Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) T /4,"2 Bearing (R802.6) /� Cutting and notching (R802.7) T�IvSP Engineered wood products (R802.7.2) /wi "° Lateral support and bridging (R802.8) 7 w$? Framing of openings (R802.9) Wood trusses (R802.10) /' 4? Roof tie -down (R802,11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing El Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow Ioad/LL= 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) Grade Thickckness TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] / 1v519 Installation (R803.2.3) ROOF Qw.`ILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) Roof construction (R804.3) General (R804.1) / Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) /4Material (R604.2.1) P Ventilation requirements (R806.1 - R806.4) Identification (R804.2.2) ATTIC ESS (R807) Corrosion protection (R804.2.3) Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROOF/C SEIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) /ry5P Flashing (R903.2) +iA 0 ' Coping (R903.3) A/Ir Roof drainage (R903.4) /N 1A Hail exposure (R903.5) MATE(R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) N� Slate and slate -type shingles (R905.6) i� M' Wood shingles (R905.7) Wood shakes (R905.8) L/ Built-up roofs (R905.9) Metal roof panels (R905.10) jf AL Modified bitumen roofing (R905.11) N 0 Thermoset single -ply roofing (R905.12) ty Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) A-114 General (R906.1) Clay and concrete tile (R905.3) Materials and methods (R907.1) y /4 Metal roof shingles (R905.4) Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Construction (Figure R1001,1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) oy� Hearth extension (R1001.10) / J�/�1 Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) (� Corbeling (R1003.5) 0 CHIft:,_-_'YS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets (R1003.20) Spark arrestors (R1003.9.1) FACTORY -BUILT FIREPLACES (R1004) Wall thickness; >_ 4" (R1003.10) Listed and labeled (R1004.1) /+F e lining - material/installation (R1003.11 /U' //J Installation (R1004.2) nd R1003.12) ltiple flues (R1003.13) FACTORY -BUILT CHIMNEYS (R1005) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapt r 11) r/ Compliance; material and equipment uilding envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) "See energy conservation plan review record MECHANICAL (Chapters 12-23) / fvff Appliance labeling (M1302, M1303) �✓ ppliance installation (M1307) cooling equipment; heating g load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Ay th Combustion air (Chapter 17) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Boilers/water heaters (Chapter 20) /"� //; Hydronic piping (Chapter 21) Al l-r Special piping and storage systems (Chapter 22) 11-11-Q Solar systems (Chapter 23) / 2-S lf Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Application (G2401,1) Clearances (G2409) General regulations (G2404) Electrical and electrical bonding (G2410, / G2411) Appliance location (G2406) Air requirements (G2407) Pipe sizing (G2413) Installation (G2408) Piping materials (G2414) -10• FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 -. G2429) ^-�-� Piping support (G2418 and G2424)J Misc appliances (G2423, G2425, G2430 - /v/ Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) 1A15_1 Water service location and depth (P2603, P2604) f�S/ Sanitary and storm sewer location and depth (P2603, P2604) / 41'Piping support (Table P2605.1) IN Listed plastic materials (P2608) / N f P Plumbing fixtures (Chapter 27) / 11-1 70 Water heater size and location (Chapter 28) / Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating :(P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.1, ['�L P2904.4.2) r Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter31) JVIA Sumps and ejectors (P3007) i✓ i� Backwater valves (P3008) N SrU Fixture traps (P3201) fry Storm drainage (Chapter33) l" fP Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- I Wiring methods (Chapter 38) blies (E3402.2) % ^ffl' Required lighting and receptacle outlets NS..,4--rated and labeled materials (E3403) (E3901, E3903) arvice equipment and location (E3405, E3601, E3606) :rvice size and load calculations (E3602) a fault current (E3606) grounding (E3607) equirecl branch circuits (E3703) 61 Feeder requirements and load calculations (E3704) //�✓"A Ground -fault and arc -fault circuit -interrupter protection (E3902) �S Devices and lighting fixtures (Chapter 40) / f-5"/9 Appliance installation (Chapter41) /i' (A Swimming pools (Chapter42) N I J- Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) (4 Provisions adopted (R102.5) / Compliance with Appendix E verified it- RADO1. —JNTROL MEASURES (Appendix F', Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G ve ified PP rlO COVENS (Appendix H) % rrovtsions aooptea (MUzO) ! Comp' nce with Appe ix H verified PRIV TE SEWAGE DISPOSAL ppendix i) 1 Provisions adopted (R10 .5) ! Compliance th Appendix I verified I a EXISTI . G BUILDINGS !AND S RUCTURES ( pendi i {) I Provisions adopted R102.5J ( _ Co pliance wit ooendix J)anfied SOUND TRMAMISSION (Appendix K) I Provisions adoJed (R102.5) ` t Comp lia "e with Appendjx K verified HOME DAY CARF_R_4 OrCUPANCy (®ppenriny-M) Provisions adapted (R102.5) Compliance with Appendix M verified -12- V At M 23` 2 � 3.S ' ♦�£ w as rho' MIN. SETBACK REQ, FRONT SIDES CNR SIDES REAR v� ZNG. ' TECH. l okleor cl_L-� {y{. OFFICE USE ONLY: DATE FILED: 0 REVISION FEE: t 1. PERMIT # 1506-0548 file Cnnwr RECEIPT # Q o COGS PLANNING & DEVELOP BUILDING & CODE REGI 2300 VIRGINIA FORT PIERCE, F] (772) 462-1553 FAX APPLICATION FOR BU PROJECT ",,ADDRESS: "ADDRESS: MEDITERRANEAN NORTH 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. 4. HOME NEEDS TO BE MOVED BACK ON LOT. WILL NOW BE 42' FROM ROAD CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC03599 ST. LECIE COUNTY CERT. #: nIe BUSINESS NAME: Wy -13RIfdbig orpora ton QUALIFIERS N Ma -new ADDRESS: ` b South UnTw—y—. -r CITY: Fort St. Lucie PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: Wynne Building Corporation 'LIP: FAX: 717-97F-7-M F,MIA 5. ARCHITECT/ENGINEER INFORMATION: NAME: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34996 PHONE (DAYTIME): (772) 287-8258 FAX: Revised 07/222014 A. RECER"D 1UN 2:91015 3/` r' r IS, ;PEE 9(a MIN. SETS C Q. s w FRONT 1 �n'�/` N SIDESAll N CNR SIDES / Y/ /<�%� REAR "S ZNG. M N & 130/20S (7) I IS 1� FORM •405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE C�__ARLTON 70 III' Builder Name: WYNNE Street: \Wim``• � v Permit Office: City, State, Zip: PORT ST. LUCIE , FL, 34983 Permit Number. Owner. Jurisdiction: Design Location: FL, Fort Pierce 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 above grade (ft) Conditioned floor area below grade (ft ) 7. Windows(118.5 sqft.) Description a. U-Factor: Sgl, 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: New (From Plans) 9. Wall Types (1788.5 sqft.) Single-family a. Concrete Block - Int Insul, Exterior b. N/A 1 c. N/A 3 d. N/A No 10. Ceiling Types (1720.0 sqft.) a. Under Attic (Vented) 1720 b. N/A 0 c. WA 11. Ducts Area a. Sup: Attic, Ret: Attic, AH: Attic 118.50 ft' 8. Floor Types (1720.1 sqft.) Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft' 12. Cooling systems a. Central Unit ft' 13. Heating systems ft' a. Electric Heat Pump 0.624 ft. lrx7 0.500 14. Hot water systems Area a. Electric 1720.10 ft' b. Conservation features ft. None ft' 15. Credits Insulation Area R=5.0 1788.50 ft R= ft' R= ft' R= fN Insulation Area R=30.0 1720.00 ft' R= ft' R= ft' R ft 6 176 kBtu/hr Efficiency 41.5 SEER:15.00 ciency :8.70 3'"~7 Cap: 40 gallons EF: 0.900 I Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS Total Standard Reference Loads: 39.33 1 hereby certify that the plans and specifications covered by this calculation are in c9vipliance with the Florida Energy Code. PREPAR Y- DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 653.908 I hereby certify that this building, as designe is in compliance Florida Statutes. With the Florida Enerdvxnde OWNER/ACGFNT 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 None 7/30/2012 4:20 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70 III Bedrooms: 3 User Conditioned Area: 1720 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBock: Street: County: City, State, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE Design Location IECC Design Temp TMY Site 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 Blockl 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 ft 0 1720.06 ft _- 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 ft' 2861t' Medium 0.5 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft' 0.1 Wood --------- ..... --- n..o....nnln c..d:.... Anc A 1 r`n 1;—# Qne..men Dona 1 ns G WALLS Adjacent Space Cavity Width R-Vgl,,p Ft In Ft Height In Arpn Sheathing Framing Solar Below 0 _ 1 -N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 ft' 0 0 0.8 0 _ 2 N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft' 0 0 0.8 0 _ 3 E Exterior Concrete Black - Int Insul Main 5 19 6 8 0 156 ft' 0 0 0.8 0 _ 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 It 0 0 0.8 0 6 S Exterior Concrete Block - Int Insul Main 5 31 0 8 0 248 ft' 0 0 0.8 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.6 3 0 7 0 21 ft' 2 - Wood Main None 0.39 3 0 7 0 16.25 ft' WINDOWS Orientation shown is the entered Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft' 0 R 6 in 0It 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft' 1 It 0 in 0 it 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 ft' 1 ft 0 in 0 ft 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 It 0 in 0 It 6 in None None 5 W 5 Metal Single (Tinted) Yes 1.3 0.5 32.5 ft' 0 It 0 in 0 It 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 It 8 It 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump None HSPF: 8.7 41.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtu/hr c1m 0.8 1 sys#1 711nllnl9 A-OA DM 114A - ri.p.e9nl n SuHinn AAR A 1 Cnm H-f HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS -•— Supply -- — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 176 ft' Attic 130 ft' Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programabl(e Thermostarxt:'JN C[rei]]ling Fans: Heating [X] Jan Feb [[ [X� Mar AprApr [X] Maymay Jun [ ] Jul D( [ Aug [X r Sep [ E ] [[X]] 3 Oct Nov Nov Dec Venting r 1 Jan r 1 Feb l l rX11 Mar [ ] Jun r 1 Jul r Aug r Sep lxl [X] Nov 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 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (MIEN) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 711nnmo Ann onA i icn - Gi.ao�on4n co,ai,.,. Anu A I r....,..r.,.a FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT* PORT ST. LUCIE, FL, 34983 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full d444,R f;'A� COMPONENT SECTION SUMMARY OF REQUIREMENT(S) 0,0 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. Duds 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. Wgn19ni 9 A -in OM FnemvRm mGhl I iqA - Fh Rue9ni n SuMinn AOS A I C H..# Snfhmre o..-- c �s ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. PORT ST. LUCIE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft' b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft. 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1720.00 ft- 6. Conditioned floor area (ft') 1720 b. N/A R= ft. 7. Windows"Description Area c. N/A R= fP 11Ducts R ft' a. U-Factor: Sgl, U=1.30 118. .50 ft' SHGC: SHGC=0.50 a. Sup: Attic, Ret: Attic, AH: Attic 6 176 b. U-Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A W a. Central Unit 41.5 SEER:15.00 SHGC: d. U-Factor: N/A ft' ' 13. Heating systems kBtulhr Efficiency SHGC: a. Electric Heat Pump 41.5 HSPF:8.70 Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' a. Electric Cap: 40 g ors b. N/A R= fP 0'9 c. N/A R= ft' b. Conservation features . . None 15. Credits K'% �'„ None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a ew EPL Display Card will be completed based on installed Code compliant fe u Builder Signature: Date: `q Address of New Home: a�(((\ City/FL Zip:`R &� *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 406.4.1 Compliant Software Project Summary Job: wrightsoft° By: PATRICIA ZIMMERMAN Entire House Y COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST„ PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comrortcontrolofslc.com Prouect Information For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Winter Design Conditions Summer Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Outside db Inside db Design TD Daily range Relative humidity 90 75 15 L 50 OF OF OF % Moisture difference 61 gr/Ib Heating Summary Structure 17435 Btuh Ducts 4298 Btuh Central vent (37 cfm) 1143 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg 1720 Area(ft' 1720 Volume (ft') 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 360008 Btuh @ 470F 1180 cfm 0.054 cfm/Btuh 0 in H2O Sensible Cooling Equipment Load Sizing Structure 18569 Btuh Ducts 5276 Btuh Central vent (37 cfm) 612 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23235 Btuh Latent Cooling Equipment Load Sizing Structure 2469 Btuh Ducts 1535 Btuh Central vent (37 cfm) 1552 Btuh Equipment latent load 5556 Btuh Equipment total load 28790 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl F1t50R' 2012-Aug-0220:38:19 g Right -Suite® Universal 201212.0.04 RSU05864 Page 1 �� E:1Wrightsoft HVAC\Wynne Cofp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Doorfaces: W Load Short Form Jab: wrightsoft` Date: JULY 25, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., rPORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontralofslc.com Project Information For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design• • Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 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 HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47°F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (Cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 293 284 LIVING RM 526 5388 5741 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrIghtSOft' Right -Suite® Universal 2012 12.0.04 RSU05864 MCA E9Wrighlsoft HVAC\Wynne Carp\WYNNE CARLTON 70111.rup Calc = MJ8 Front Door faces: W 2012-Aug-02 20:38:19 Page 1 Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 28790 1180 1180 TOTALS 1720 22876 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl hYSOfY' 2012-Aug-0220:38:19 .ti. 9 Right -Suite® Universal 2012 12.0.04 RSU05864 page 2 /K'.CA E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W r+ wrightsoft• Right-JO 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: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 Room name Exposed wall Entire House 179.0 It FOYER 6.0 It 3 Room height 8.6 ft d 8.0 ft heat/cocl 4 Ro0m dimensions 6.0 x 17.0 It 5 Room area 1720.0 f 2 102.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft'°F) (Btut)(11 or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1k✓ 12C-Osw 0.091 n 2.55 2.18 591 579 1474 1264 0 0 0 0 -G 1D-c2om 0.870 n 24.36 27.10 12 0 292 325 0 0 0 0 W 13A-5ccs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 156 115 293 251 48 27 69 59 11 �D 1A-r1ob 1.080 a 30.24 48.10 20 1 605 962 0 0 0 0 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 1W 12C-Osw 0,091 s 2.55 2.18 449 443 1128 967 0 0 0 0 IA-rlom 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 12C-Osw 0.091 W 2.55 2.18 325 262 668 573 0 0 0 0 Dc2ow 0.570 w 15.96 59.68 30 2 479 1788 0 0 0 0 Ij1 4A5-2omd 0.770 W 21.56 47.10 33 0 701 1531 0 0 0 0 P 128-0bw 0.097 - 2.72 0.85 248 232 629 198 124 124 337 106 L--D 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A.30ml 0.032 - 0.90 2.32 1720 1720 1541 3990 102 102 91 237 F 22A-tpm 1,180 - 33.04 O.CO 1720 179 5914 0 102 6 198 0 6 c)AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration 2896 816 90 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 480 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17435 18569 1138 769 15 Duct loads 25% 28% 4298 5276 16% 18% 183 135 Total room load 21733 23M 1321 904 Air required (cfm) 1180 1180 72 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSofY Right-Suile® Universal 201212.0.04 RSU05864 2012-Aug-022 Page ��^ E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W 9 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: comfonconlrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LAUNDRY KITCHEN 2 Exposed wall 7.5 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 It heaUccol 4 Room dimensions 7.0 x 7.5 ft 1.0 x 144.0 ft 5 Room area 52.5 fN 144.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft' Load number (Btuh/ft'-°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 lA/ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �G 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 D IA-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 IF 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 1kJ 12C-Osw 0.091 5 2.55 2.18 60 60 153 131 0 0 0 0 t-G 1A-r1om 1.270 s 35.55 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 W 2.55 2.18 0 0 0 0 0 0 0 0 1Dc2cw 0,570 w 15.96 59.58 0 0 0 0 0 0 0 0 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 56 40 108 34 68 68 185 58 LD 11D0 0,390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 53 53 47 122 144 144 129 334 F 22A-tpm 1.180 - 33.04 0.00 53 8 248 0 144 0 0 0 6 c)AED excursion -51 -84 Envelope loss/gain 733 419 314 308 12 a) Infiltration b) Room ventilation 113 0 32 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 2400 Subtotal (lines 6 to 13) 846 1651 314 2708 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 16% 18% 0 0 0 946 136 0 0 0 1651 291 16% 18% 0 0 0 314 50 0 0 0 2708 477 Total room load Air required (cfm) 982 53 1942 96 364 20 3165 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri hY50ft' 2012-Aug-0220:38:19 9 Right -Suite® Universal 201212.0.04 RSU05864 Page 2 AO EAWrightsoft HVAC\Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W 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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 It 0 ft 3 Room height 8.0 ft heat/ccol 8.0 ft heat/cool 4 Room dimensions 7.0 x 8.0 ft 7.0 x 9.0 ft 5 Room area 56.0 W 63.0 W Ty Construction U-value Or HTM Area (ft5 Load Area (ft5 Load number (BtutYfl? °F) (Btuh/R') or perimeter (ft) (Btuh) or perimeter (ft) (Bluh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-OSW 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �C 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ots 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 �j 12C-Osw 0.091 a 2.65 2.18 0 0 0 0 0 0 0 0 11 to-rlob 1.080 a 3D.24 48.10 0 0 0 0 0 0 0 0 Ca_ D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 <5J 12C.Osw 0.091 s 2.55 2.18 64 58 148 127 0 0 0 0 T-G 1A-rlom 1,270 5 35.56 26.39 6 6 213 158 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 � 1Dc2cw 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 I-- L2IWIl 4A8-2cmd 0.770 w 21.56 47J0 0 0 0 0 0 0 0 0 q 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L--D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 56 56 50 130 63 63 56 146 F 22A-tpm 1.180 - 33.04 0.00 56 8 264 0 63 0 0 0 6 c)AED excursion -13 4 Envelope loss/gain 676 401 56 142 12 a) Infiltration 120 34 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants g 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 796 435 56 142 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 796 435 56 142 15 Duct leads 16% 15% 128 65 32% 42% 18 60 Total room load 924 500 74 202 Air required (cfm) 50 25 4 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 2 Page 3 i/C�A E:\Wdghtsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.mp Care = We Front Door faces: W 9 wrlghtsoft• Rig ht-JO 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: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name ME BDRM HALL 2 Exposed wall 49.0 If 0 ft 3 Room height 8.5 ft heaticool 8.0 ft hea1cool 4 Room dimensions 1.0 x 304.5 ft 4.5 x 5.0 ft 5 Room area 304.5 W 22.5 W Ty Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/ft''F) (Bluh/ft= or perimeter (ft) (Btuh) or perimeter (f0 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 VH 12C-Osw 0.091 n 2.55 2.18 81 81 206 176 0 0 0 0 �G 1D-c2om 0,870 n 24. 35 27.10 0 0 0 0 0 0 0 0 w 13A-5ccs 0,125 n 3,50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 LDDD 1A41ob 1,080 a 30.24 48.10 0 0 0 0 0 0 0 0 11,10 0,600 a 16.80 17.40 0 0 0 0 0 0 0 0 W, 12C-Osw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 -G IA-rlom 1.270 a 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 119 89 227 194 0 0 0 0 1Da2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 LtI--u 4A5-2omd 0.770 w 21.56 47.10 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 LO 11DO 0.390 n %92 11.31 0 0 0 0 0 0 0 0 C %A-30ml 0.032 - 0.90 2.32 305 305 273 706 23 23 20 52 F 22A-tprn 1,180 - 33.04 0.00 305 49 1619 0 23 0 0 0 6 c) AED excursion 855 -2 Envelope loss/gain 3355 4193 20 51 12 a) Infiltration 783 221 0 0 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) 4138 4414 20 51 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4138 4414 20 51 15 Duct loads 32% 42% 1305 1874 32% 42% 6 21 Total room load 5443 6287 27 72 Air required (cfm) 296 311 1 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSof * Right -Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 20Paage74 ACC" E:\Wrightsoft HVAC1Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W 9 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: comfortconlrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name BATH BDRM 2 2 Exposed wall 5.0 it 40.5 ft 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 9.0 x 5.0 ft 1.0 x 193.5 ft 5 Room area 45.0 ft2 193.5 fl2 Ty Construction U-value Or HTM Area (tt� Load Area (ft') Load number (Btuh/ft'--'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 2C-0sw 0.091 n 2.55 2.18 40 40 102 87 108 108 275 236 T-G !Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-6ots 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 108 88 224 192 11 1A-f1ob 1.080 a 30.24 48.10 0 0 0 0 20 1 605 962 �D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 VtJ 12C-Osw OA91 s 2.55 2.18 0 0 0 0 108 108 275 236 `G to-riom 1,270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0. 0 0 0 0 0 1 Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 45 45 40 104 194 194 173 449 F 22A-tpm 1.180 - 33.04 0.00 45 5 165 0 194 41 1338 0 6 c) AED excursion -6 49 Envelope loss/gain 307 185 2891 2025 12 a) Infiltration 75 21 609 172 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) 383 207 3500 2197 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 383 207 3500 2197 15 Duct loads 32% 42% 121 88 32% 42% 1104 933 Total loom load 503 294 4604 3130 Air required (cfm) 27 15 250 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® 64 Universal 2012 12.0.C4 RSU0582012-Aug-02 2Page 1 age5 ACC6A E:\Wrightsofl HVAC\Wynne Carp\WYNNE CARLTON 70 Ill.mp Cale = MJ8 Front Door faces: W wrightsoftRight-JO 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: comfonconlrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area CLOSET 2.5 ft 8.0 ft heat/cool 9.0 x 2.5 It 2Z5 fP BDRM 3 14.0 ft 8.0 ft heat/ccol 13.5 x 14.0 ft 189.0 W Ty Construction U-value Or HTM Area (ft= Load Area (fly Lead number (Btuh/ft;°F) (Btuh/ft' or penmeler (ft) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 11 %`G W --G D 12C-0sw 1Dc2cm 13A-5ocs 12C-Osw to-rlob 11J0 12C-Osw 1A-r1om 12C-Osw 4A5.2omd 12B-Obw 11D0 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 n n n a a a s s w w w - n Z55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 112 12 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 255 292 0 0 0 0 0 0 0 0 0 0 0 216 325 0 0 0 0 0 0 0 0 0 0 0 W " W L21Dc2Ow P LD C F 16A-30m1 22A-lpm 0.032 1.180 - - 0.90 33.04 2.32 0.00 23 23 23 3 20 83 52 0 189 189 189 14 169 463 438 0 6 c) AED excursion -3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration b) Room ventilation 38 0 11 0 211 0 59 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 210 104 1390 1010 14 15 Less external load Less transfer Redistribution Subtotal Duct leads 32% 42% 0 0 0 210 fib 0 0 0 104 44 32% 42% 0 0 0 1390 438 0 0 0 1010 429 Total room load Air required (cfm) 277 15 148 7 1828 99 1439 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsotFt' 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 i1CCA E:\Wnghtsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Cale = MJB Front Door faces: W wrightsof * Right-JO 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: comfortcontrolofslc.cam Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LIVING RM 2 Exposed wall 46.5 R 3 Room height 9.8 it heat/cool 4 Room dimensions 1.0 x 525.5 fl 5 Room area 525.5 fl2 Ty Construction U-value Or HTM Area (Ill Load Area Load number (8tuh/f12-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15J 12C-Osw 0.091 n 2.55 2.18 250 250 637 546 LG 1Dc2om 0.870 In 24.36 27.10 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 �1 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 11 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 �D ilia 0.600 a 16.80 17.40 0 0 0 0 1R1 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 `G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 206 173 442 378 0.570 w 15.96 59.58 0 0 0 0 Et1Oc2ow 4A5-2omd 0.770 w 21.56 47.10 33 0 701 1531 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 11D0 0.390 n 10.92 11.31 0 0 0 0 C ISA-30ml 0.032 - 0.90 2.32 526 526 471 1219 F 22A-tpm 1.180 - 33.04 0.00 526 47 1536 0 6 c) AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration b) Room ventilation 857 0 242 0 13 Internal gains: Occupants Q 230 Appliances/other 2 460 0 Subtotal (lines 6 to 13) 4643 4882 Less external load 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 16% 18% 0 0 4643 745 0 0 4882 859 Total room load Air required(cfm) 5388 283 5741 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-Aug-0220:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 7 ACCeA E:1Waghtsoft HVAC\Wynne CorplWYNNE CARLTON 70 Ill.rup Calc = M.18 Front Door faces: W WYNNE BUILDING CORPORATION 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: 143 Mediterranean North Permit # 1506-0548 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) MattheW/YvIIWWvnne - V.P. Miami Division Miami Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 m h IAM MIAMI-DADE COUNTY sm PRODUCT CONTROL SECTION 11805 SW 26 Sheet, 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.eoy/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 1'..,}��4 SCOPE: L�V' This NOA is being issued under the applicable rules and regulations governing the use ofcotrat Is. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pro uct 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. /W . NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeory: Underlayment Material: Polypropylene SCOPE: This acceptance is for 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 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 Dimensions Specification Titanium8UDL-25 PLUS 48" x 250' rolls Manufacturing Location #1 & #3 Titanium® UDL-30 Manufacturing Location #1& #3 Titanium® UDL-50 Manufacturing Location #1& #3 UDL TT Manufacturing Location #1 UDL TIT Manufacturing Location #1 UDL TTMC-300 Manufacturing Location #2 RhinoRoof U10 Manufacturing Location #3 48" x 250' rolls 48" x 250' rolls 48" x 250' rolls 48" x 250' rolls 48" x 250' rolls Product Description ASTM D226 Woven synthetic polymer underlayment with one Type I & TI side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with one Type I & II side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 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 D1970 Unreinforced polymer modified bitumen material Manufacturing Location #4 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. ML1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Azency 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 3124826NUD-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-0I1 ASTM D226 12/09/14 Trinity I ERD 115010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 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 U 15, 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 U10, RhinoRoof Ul 5, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 A" 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. Titaniume 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 Titanium® UDL-50, UDL TTMC-300, UDL TT, UD Titanium UDL25, and RhinoRoof RSA Synthetic Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: L using Titanium' UDL-25 PLUS, Titanium® UDL-30, TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Underlayments refer to a current Approved Roofing 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. NOA No.: 14-0603.18 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. Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium® UDL-SO, 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. Titaniumm UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-SO, 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. 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 NOA No.: 14-0603.18 MIAMImy 0 COUNTY • • •. � Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 e Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECEP-7D JUN 2.9"2015 ly3 �� N RE: ml1324 - 70' Carlton Elev D MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: WYNNE BUILDING CORPORATIN Project Name: ml1324 Model: Lot/Block: Subdivision: Address: N/A City: ST LUCIE State: FIL 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 S�� O �: Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 25 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 t nnnfnrme f„ R1 r.1 R-91 nn3_ section 5 of the Florida Board of Professional Engineers Rules^, �.^ No. V 1 Seal# T7006033 Truss Name A Date 4/20/015 No, 18 Seal# T7006050 I Truss Name I JB Date 4/20/015 2 T7006034 Al 4/20/015 19 T7006051 JC 4/20/015 3 4 T7006035 IA2 T7006036 IA3 141201015 4/20/015 20 21 T7006052 T7006053 IKJ5 KJ7 4/20/015 4/20/015 5 T7006037 A4 14/20/015 22 T7006054 I KJA 4/20/015 I6 IT700603B IA5 4/20/015 �23 T7006055 IKJB I4/20/015I 7 18 T7006039 T7006040 ! A6 I B 4/20/015 4/20/015 24 25 T7006056 17006057 I MV2 I MV4 4/20/015 4/20/015 �9 T7006041 IBH7 4/20/015 10 T7006042 IGRA 4/20/015 �11 T7006043 IGRB 4/20/015 12 T7006044 GRC 4/20/015 13 (T7006045 J 1 14/20/015 �14 I17006046 J3 4/20/015 15 17006047 J5 4/20/015 16 �T7006048 J7 41201015 17 I T7006049 JA 14/20/015 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: Alban!, 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, Chapter2. S� Ws A. 41 A, W80=-b. Cc= :-P STATE OF :44/ �4 O R 1 Q ;0 N Al" fil FL Cert. 6634 April 20,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Dty Ply 70'Cmflon PIN T]006033 m11324 A COMMON 9 1 Job Reference (optional) Chambers Truss, Fan Frame, FL 4-7-0 4.00 12 4x4 = 2x3 I 4x6 = 3x8 = 2x3 11 3x8 4x6 = Scale = 1:60.8 LOADING (Pat) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010ITP12007 CSI. TO 0.57 BC 0.51 W B 0.48 (Matrix) DEFL in (Ioc) I/dell Ud Ven(LL) 0.30 14-15 >999 360 Vett(TL) -0.6114-15 >676 240 Horz(TL) 0.13 10 We n1a PLATES GRIP MT20 244/190 Weight: 1661b FI'=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD RI91d ceiling directly applied or 6-1-3 on bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1221/0-8-0, 10=1221/0-8-0 Max Horz2= 223(LC 6) Max Uplift2= 787(LC 8), 10=-787(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2851/1613, 3-4=-2350/1342, 4-5=-2322/1353, 5-18=-2344/1412, 6-18= 2293/1436, 6-19= 2293/1436, 7-19=-2344/1412, 7-8= 2322/1353,8-9=-2350/1342, 9-10=-2851/1613 BOT CHORD 2-17=1408/2666, 16-17=-1408/2666, 15-16=-1408/2666, 15-20=-753/1731, 20-21_ 753/1731, 14-21=-753/1731, 13-14=-1408/2627, 12-13= 1408/2627, 10-12=-1408/2627 WEBS 6-14=-455/854, 7-14=-253/174, 9-14=-552/440, 6-15=-455/854, 5-15=-253/174, 3-15=-551/440 TES- 1) Unbalanced roof IIva loads have been considered for this design. �`,P,S r A ,ALB 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12fC B=45ft; L=50fh eave=6ft; Cat. II; Q`' Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �N�,. •' \G E N S •'•.9 3) 100.Oib AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 open. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3938 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas wh€re a. rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members, with BCDL = 5.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=78 y 10=787. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ATE ice•'. :. Sf�NA` FL Cert. 6634 April 20,2015 ® WARNING .Verilydestgre parameters entl READ NOTES ON THISAND INOLUDEOM?CKREFERANCEPAGEMIF7479 rev. OrVICA015BEFORE USE. ��■® Design valid for usility e onlywlih MITek connectors. This design h baced only upon Mometersshown, and Is for an IndMdual buliding component. �t Mal, l Applicabofdesign potametemmdpropetincomorallonotcomponent N mspomiblYh7ofbUld1W designer -not tmodeslgner. Bracing shown Is for lateral support of Individual web members any. Addiilonal temporary bracing to Issue stability during construction is the responsibillry of ttre MiTek• cracks. Acallional pennarent bracing of the overall stmre ctuis the responsibility of the bullding deslgnet. For general guidance regarding fabicafion, quality controL storage. celNery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BA. Safety Information available from Truss Plate Iral 781 N. Lee Shoat Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Hy 70'Camon ElwD nooso34 m11324 Al SPECIAL 9 1 Job Reference o tional Chombeis Tmss, Fort Pierce, FL 61 4f61 4.00 F12 Sx6 = 8-2-6 Scale = 1:61.8 4x4 = 14 13 4x6 = 2x3 II Sx12 = 2.00 F172 It2 .6 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (fee) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.86 Vert(LL) 0.76 12 >539 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.83 Vert(rL) -1.30 12-13 >317 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES W B 0.48 Horz(TL) 0.39 10 We n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 158111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1171/0-8-0.10=1171/0-8-0 Max Horz2=224(LC 7) Max Uplltt2— 837(LC 8). 10=-837(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2741/1788, 3-4=-2154/1460, 4-5=-2097/1474, 5-6=-2129/1562, 6-7=-4406/2927, 7-8=-4337/2831, 8-9=-4384/2824, 9-10=-4785/3126 BOT CHORD 2-14=-1582/2548, 13-14=-1582/2548, 13-15=-1023/1828, 15-16= 1018/1832, 12-16= 1017/1840,10-12=-2876/4512 WEBS 3-13=-631/465, 5-13=-271/242,6-13=-269/469,6-12=-1740/2753, 7-12=-258/249, 9-12=-388/377 NOTES- ,5 IA IJIJJJJ`, 1) Unbalanced roof live loads have been considered for this design. `%,�P , • , q�e 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B=451t; L=5011; eava=eft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `, ��G E N Se•. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrom with any other live loads. 3938 5)' This truss has been designed fora live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wild fit between the bottom chord and any other members, with BCDL= 5.0psf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capac' of bearing surface. • ram: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=1b) 2=837, i•O.• ATE 10=837. 8) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �'0 � • T� G R (O FL Cert. 6634 April 20,2015 Q WARNING -VeHly design parameter, and READ NOTES ON THIS AND INCLUDED MREK R£FERANCEPAGEMI1,7473 rev. OWGV2015 BEFORE USE. Design valid for use onlywlth MBek connecfors. This design Is based only upon paramefersshown. and Is for an Individual building component. �� Is for lateral of lrdMdualWeb mermbbeers Ony�Mdlfional temporary Isto IstatblllN tluetigner ing construction designer.t truss the ceporWWfilty of the ■■■��•YYY MiTek' emtor. AddilionalPermanentbracingoftheoverallshuClureIsineresporulbllltyofthebulldngdeLgaucrorgeneralguidanceregarding fabOcatlom quallty control, storage, delivery. erection and bracing, consul) AN51/171I Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Pate Inslllute. 781 N. Lee Sheet. Wife 312. Alexantlrla, VA 22314. Tempo, FL 33510 o Truss Truss Type Oty Py 70'CerXon ElevD nooso3s m11324 A2 SPECIAL 1 1 Job Reference (optional)_ Chamber. Tr..., Fan Pierce; FL f.beusmarnzmb Mnecinausmee,mc. monnprzvm:ab:asemb Favor ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX.nc6yV W BN7Ki5bMicW2rJwTTgNAOnODpFJUmKgIzOoOK 1-0 7-8-0 13-7E 17-0-0 8-0- 2341-12 26.9-10 35-0-0 6-0 ]-8-0 5.11-B 3-0d 0 5-11-12 2-9-14 &2-6 -0 Scale: 3116'-1' 4.00 FIT 4x4 = 45 = 6 7 ass 11 6x12 = 3x5 = 2.OD 12 LOADING(psp TCLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2010/TPI2007 CS'. TC 0.86 BC 0.86 WB 0.70 (Matrix) DEFL In Poo) Vdefl Ud Vert(LL) 0.76 13 >540 360 Ven(TL) -1.1911-13 >347 240 Hoa(TL) 0.42 11 n/a IVa PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 1681b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 4.0-9 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 8-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (III/size) 2=117110-8-0, 11=117110-8-0 Max Horz 2=218(LC 7) Max Uplllt2=-837(LC 8), 11- 837(LC 8) FORCES. (lb) -Max Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2746/1787, 3-4= 213211457, 4-5=-2075/1471, 5.6=-1998/1418, 6-7=-1880/1381, 7-8=-2019/1397, 8-9=4321/2829, 9-10=4369/2821, 10-11=-4778/3131 BOT CHORD 2-17- 1580/2533, 16-17=-1580/2533, 15-16=-1174/2004, 14-15- 1013/1855, 13-14=-2504/4176,11-13=-2882/4503 WEBS 3-16= 675/465, 5-15=-287/192, 6-15=-379/503, 7-14= 242/437, 8-14= 2499/1605, 8-13=-955/1626,10-13= 413/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. �%%S 1A ,�,P A�I,, . •' be 2) Wind: ASCE 7.10; Vult=165mph (3-second gust) Vesd_128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=5011; gave=611; Cat. 11; ,% p,O N 3 •• Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 DOL=1.60 ' ..9A plate grip :��; VY 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 nonconcunent with any other live loads. 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 wilt• — •� fit between the bottom chord and any other members. 7) Bearing at jolnt(s)11 considers parallel to grain value using ANSI[TPI 1 angle to grain tolmula. Building designer should verity capacity .• S� ATE of bearing surface. O 8) Provide mechanical connection b others of truss to bearing late capable of withstanding 100111 uplift al joint(s) s except t-Ib 2=837, O, (Y ) 9P P 9 P I O PU-) FAIN rC P•�� 11=837. �i �•.,<OR\O• \ 9)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. % of 6) �% e';i�S/ONA% �C�`p FL Cert. 6634 April 20,2015 ® WARNING -Verity design parameters and READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMII-74"noV. OW6/1015 BEFORE USE. Design valid form onlywith MBek connectors. This design Is based only upon paametersshown and Is for an Individual buldirq component. Appllcabilty of design Parameters and proper heomorallon of component 6 respomilLilly of WIdlW designer- not tnas designer.&aclrxi sle, n Is for lateral support of BWNldual web members orgy. Additional temporary Mating to Insure stab9lty during construction is the responslb011ty of the MiTek' erector. Additional permanent tracing of Ilse overall structure Is the respons ilry of iM building designer. For general guidance regarding folorkorlon quality control, storage. delNery. erection and bracing, consul ANSI TPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East BNd. Safety Intormallon avotlade from Trues Rate Institute, 781 N. Lee Sheet. Suite 312. Alexandria. VA22314. Tenons. FL 33610 Job Truss Truss Type Ciy Ply 70' Carlton ElavD T]006036 m11324 A3 SPECKL 1 1 Job Reference (optional)_ Chambers Truss, Foe Pierce, FL 8-0-1 4.00 F12 Sea = 4x4 = Scale: 311611' 4x4 = 15 4x6 c as 11 5x6 = 2.00 F12 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL In (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.76 Ven(LL) 0.68 12 >605 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven((L)-1.1410-12 >363 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 HorzTL) 0.38 10 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight: 159 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-1-13 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (Ib/size) 2=1171/0-8-0, 10=1171/0-8-0 Max Horz2=194(LC 7) Max Uplift2=-837(LC 8). 10=-837(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2729/1771, 3-4=-260711786, 4-5=2104/1448, 5-6=-2324/1632, 6-7=-2452/1671, 7-8= 4324/2787,8-9=-4610/3102, 9-10=-4723/3088 BOT CHORD 2-15_ 1575/2516, 14-15=-1575/2516, 13-14— 1128/1961, 12-13= 2458/4129, 10-12=-2848/4446 WEBS 4-14= 718/514, 5-13= 272/588, 6-13=-306/516, 7-13=-2100/1327, 7-12=-939/1576, 8-12=-412/397 NOTES- 1) Unbalanced oot live ds have been considered for this design. r2) Wind: ASCE7-10; Vulta165mph (&se and gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Opsf; h=120; B=45ft; L=501h eave=61t, Cat. 11; ,%%__,f^s`p S A., 4 �61��,, Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 %, �\v. •' 3) Provide adequate drainage to prevent water pending. :��`••'\,\C N S 4) The solid section of the plate is required to be placed over the splice line at joint(s) 12. 5) Plate(s) at joint(s) 12 checked fora plus or minus 2 degree rotation about Its center. 3938 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) • This Imes 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 wlil- fit between the bottom chord and any other members. •{ 8) Bearing at jolnt(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capaclFs of bearing surface. % O.• ATE 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=837, � •,• A' Q, ; � ee ORX 10) •Semi -rigid pilchbmaks including heels" Member end fixity model was used in the analysis and design of this truss. i s �% %% FL Cert. 6634 April 20,2015 ® WARNING -Verity design parameters and READ NOTES ON ]NISANO INCLUDED MIFEKREFERANCEPAGE 11111.7473 rev. 02dMOIS BEFORE USE Design valid form only with Mnek convectors. Mils design Is based only upon porameters Mown. and is for an lndlNdual buldIng component. AppllcabYlN of design parameters and proper Inco4>orallon of component Is responsNity of building designer - not buss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Imure stabIllyduring consimctkm Is the respomf oVityof the Welk'erector. Mariana] permanent brachr, of the overall stmcluse is the respombllity of the burring designer. Forgeneral guidance regarding faMcaaon. quality coniro451orage. delMery. erection antl txachg.consull ANSI/IPII Quality Criteria,DSS-69 and BCSI Building Component 6904 Parke East RMd. Safety Information available from Fria Rate bantam. 781 N. Ise Streel. Suite 312 Alexandria. VA 22314. Tampa, FL Sears Job Trusa fuss Type Dly Ply 7VCafon ElevD T700603] m11924 A4 SPEGAL 1 1 I Job Reference o tional Chdm we Truss, Fart Pierce, FL Scale =1,62.9 4,,8 = Sx6 = 3x6 4.00 FIT 4 5 6 2x3 II 5x12 = 2.00 12 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/rP12007 CSI. TC 0.85 BC 0.86 WB 0.99 (Matrix) DEFL. In Ved(LL) 0.70 Vert(rL) -1.14 Horz(TL) 0.38 (too) Vdefl Ud 10 >590 360 8-10 >362 240 8 n/a n/a PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 1571b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied. 4-5:20 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. BOT CHORD 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1171/0-8-0, 8=1171/0-8.0 Max Horz2=170(LC 7) Max Upllft2=-837(1-C 8), 8— B37(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2732/1777, 3-4=-2167/1493, 4-5=3002/2033, 5-6=-3106/2070, 6.7=-4297/2756, 7-8=-4794/3146 BOT CHORD 2-13=-1570/2517, 12-13=-1570/2517, 11-12=-1195/2039, 10-11=-2412/4080, 8-10=-2897/4519 WEBS 3-12— 626/420,4-11=-616/1112, 5-11= 266/557,6-11=-1556/940, 6-10=-980/1602, 7-10=-527/494 NOTES-1) Unbalanced live lo,,�1111111//j have been Considered for this design. 2) Wind: ASCEroof 7-10 Vuit=d765mph (3-se and gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=12f; B=45ft; Lc50ft', eave=6lt; Cat. II; ♦♦♦%`-,t� NS A. ljC,'��i Fop C; Encl., GCpl=0.18; MW FRS (tlireclional); Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ O �, E N 3 �1 3) Provide adequate drainage to prevent water ponding. �♦/♦�: ��,\ S ••• 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3938 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 wilt * : • •� fit between the bottom chord and any other members. 7) Bearing at Jolnt(s) 8 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacit of bearing surface, (�+ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=1b) 2=837, i O .• AT E 8=837. 9) "Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. ,�� C OR i O P\��♦` 11111111111 FL Cert. 6634 April 20,2015 ®WARN/NO-Verilyd4algApara.W..ndflEAONOTES ONTNISANOINCLUDED MI/ENBEFEBANCEPAOEMII.7473rev.0Y182016BEFOREUSE. ■■■ Design Valid for use only with Mink conneclors. IDls design Is based only upon paomeienshown, and is for an Indlvldual bulltling conmeneaf. �y AppilcabBlty m of design Maetels and proper lncomorallon of component is tesinon9bility of bu6ding desgneT- not truss de,;gner. Bracing stows ` Is for lateral support ofirMMdual web members only. AddlBomliemp mrybmWVtolnwrestaUityduringcons tbnlsfheiesp bllllyofihe MiTek' eracfor. PticllilorplpermoneniMac0xlofiheoverollsinrclurehlherespowWlNoflhetxW�ngdesigner.Forgenerol0aidmcaregmtling fab4catkxt quality control siwage, delNery, orecibn and badlg. conwli ANSVTPI I Quality Crtieda, DSB-89 and BC51 Building Component 6004 Parke Eest BHd. Safety Inloimallon avollable from Tnns Hale IWilule. 781 N. Lee Street Suite 31Z NexandikL VA 22314. Taupe, FL 33S10 Jo mSS Truss ype Oty P 70' Canton Elea D T)o06038 m11324 AS SPECIAL i 1 Job Reference (optional) chandco s russ, f•on wema, rL 4.00 12 4x8 = 13 3x4 = 3x4 = 5x6 = 2.00 F12 4x5 = 14 6 1,ag Scale = 1:62.9 LOADING(pst) SPACING- 2-0-0 CS1. DEFL. In (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.74 10 >555 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -1.2110-11 >341 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.39 8 n/a n/a BCDL 5.0 Code FBC2010/1PI2007 (Matrix) Weight: 1511b 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 or3-11-14 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation Guide. REACTIONS. (lb/size) 2=1171/0-8-0,8=1171/0-8.0 Max Horz2=146(LC 7) Max Upllf12=-837(LC 8), 8=-837(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2691/1791, 3-4=-2368/1605, 4-13=-2371/1648, 5-13=-2370/1648, 5-14=-4103/2666, 6-14=-4103/2666, 6-7---435312795,7-8_ 4790/3131 BOT CHORD 2-12=-1581/2480, 11-12= 1307/2219, 10-11=2041/3253, 8-10_ 2881/4516 WEBS 3-12=.400/355, 4-12=171/351, 4-11=-181/348, 5-11=-1096/784, 5-10=-444/964, 6-10=-748/1211, 7-10=-466/436 NOTES- 1) Unbalanced root live loads have been considered for this design. „^I F II1j'TI�� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=12ft B=4511; L=50fl; eave=6ft Cal. II; ,�\1 Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 � 3) Provide adequate drainage to prevent water pending. �� \v.'' G E Al •''• B i 4) All plates are MT20 plates unless otherwise Indicated. 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.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 3938 fit between the bottom chord and any other members. 'k 7) Bearing at Joint(s) 8 considers parallel to grain value using ANSViPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=83 . •. 8=837. ATE 9)'Seml-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 10i(x'•,T P ' •�� ORX s'O N .. % FL Cert. 6634 April 20,2016 A WARNING -Vadyy des/gn parameters end READ NOTES ON THISAND INCLUDED MIFEK AEFEAANCEPAGEMII.7479ma OW&V015 BEFORE USE. Design valld for use only with Mnek connectors. This design is based only upon parameters shown, and is for an lndlAdual bLAding component. got � AppllcobOlty, of design parameters and pnoluer lncomoatlon of component Isresponslbrity of Widing designer- not tam designer. Bracing stsawn Is for lateral support oI Indlvlduel web members only. Addnbnal temporary Unning to insure stab9lty during consltuctlon Is the resporaltAilty, of the MiTek' ereclm. Moo a al permanent lxacNg of the overall structure Is line nesporGIDl9ty of the Wilding cloogner. For general guklance regodhlg fabrication, quality cartel. stooge, delNery, erection and bnocig, consul ANSUTPI1 Quality Criteria,DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information ava6aWe From Truss Rate Institute. 781 N. Lee Streel. Sate 31Z Alexandria, VA22314. Tatra, FL 33610 Job ruse Truss Type Ory Ply TO-Cerhon El.D T]DDbD39 m11324 Ab HIP f 1 Jab Reference o tional Chambers Tluss, Fort Pierce, FL 7.62Ds Wr272015MReklndustries,tno. Mon Apr2D1526:3720I5 Paget ID�_MiGCA6bx7j2Sy1HDXFw7ye3KX-fNMTLtFuBZCx4YlNlwF4JeMdnP2K8trE6kYpozOoOG 1-0-0 13-8-0 W-2-13 2:U 35-0-0 6-0 1 Wa-o-o 1. 4-e-0 1 6b-13 1 129-3 ~ 900 -o- Scale=1:61.8 4.0012 4" a W II 4xe = 2a 11 4ze = a0 4d; _ 3x4 = 3x4 = 4x6 = 2x3 II LOADING(psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inter YES Code FBC2010/rP12007 CSI. TC 0.85 BC 0.71 WB 0.32 (Matrix) DEFL. in (too) Vdefl Ud Vert(LL) 0.68 10-12 >373 360 Ven(rL)-0.9110-12 >278 240 Horz(Q 0.11 a n/a We PLATES GRIP MT20 2441190 Weight: 142 lb FT=O%= LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Stmctuml wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stablllzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 2=977/0-8-0, 13=316/0-8-0. 8=104810-8-0 Max Horz 2=-121(LC 6) Max UpI1ft2=-712(LC 8), 13=-205(LC 8). 8=-757(LC 8) Max Grav2=977(LC 1), 13=351(LC 17). 8=1048(LC 1) FORCES. (lb) - Max Comp fMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2024/1307, 3-16=-2314/1627, 16-17= 2314/1627, 4-17=-2314/1627, 4-5=-2314/1627, 5-6=-2314/1627, 6-18=-2314/1627, 18-19=-2314/1627, 7-19=2314/1627, 7-8= 2288/1477 BOT CHORD 2-15— 1106/1837, 14-15=-1103/1838, 13-14— 1103/1838, 12-13=-1427/2314, 11-12=-126912096,10-11= 1269/2096,8-10=-1268/2087 WEBS 3-13= 387/829, 4-13= 4621352, 6-12=-254/217, 7-12_ 179/405, 7-10= 20/296 NOTES - Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0ps1; h=12f; B=45ft; L=5011; eave=61t Cat. II; �� 0`V, Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,��` ..-*\G E N S••-•9.>'- 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pst bottom chord live load nonconcurrent with any other live loads. 393 $ 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 wilt fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=lb) 2=71 y �rfr t 13=205, 8=757. ^ •• 7) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. O .• ATE% EC1%%%1111111101 FL Cert. 6634 April 20,2015 ®WARNING - Verity design pvamerera end RElO NOTES ON TRISANO INCLUDEDMNEKREFERANCEPAGEMII-7473rov. 02 iWOISBEFORE USE ��w®R Design valid for use onlywlth Wick connectors. ihlsdesign 6 based only upon Palometersshown, and Is for an Individual burdfing componenl. I�q llateralupport +•�` horr of lnchrovoIefweb mand embbes oNyAddlowltmporary. broccing to stcbulty durIng consguctbn 6 the resporulbOgllty of the MiTek' erector. Additional pennonenlbracirgoflheoverall strucMebf,eresponsdAiltyoflhebWtlUgdeslgnef.For gommlguidax:efefuldho fabdcalbn. quality control,storage, defery.erection and lxacing, consult AN61/FPI I Quality Cdteria,DSB-89 and Best Building component 6904 Papa Eesl BNd. Safety Informatlon avarat8e from Truss Rafe Instlfule. 781 N. Lee Street. Suite 312 Alexarxlda VA 22314. Terry.. FL 331310 Job Truss Truce Type Cry Ply 7W Carron ElevO T]0a604a m11324 B COMMON 3 1 Job Reference (optional) Chamfers Tress, Fan Pierce, FL 6-11-0 3x4 = LOADING (psf) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TO 0,21 r TCDL 7.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 ' Rep Stress ]nor YES WB 0.08 BCDL 5.0 Code FBC2010RPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=442/0-8-0, 2=498/0-8-0 Max Horz2=93(LC 7) Max Upllft4=-294(LC 8), 2=-375(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9201562, 3-4= 934/644 BOT CHORD 2-5=-631/1052, 4-5=726/1044 7.620 s Mar 272015 MTek Industries, Ina Mon Apr 201526:38 eats ID:_MiGCA6bx7j2Syl HDXFw7ye3KX-BZvrZDFWytKNh7aaJcRUdWShMBUY3eq?Smt 4x4 = 2x3 II Scale = 1:24.6 3x4 = DEFL. In (roc) Vdefl Ud PLATES GRIP Vert(LL) 0.05 5-8 >999 360 MT20 244/190 Vert(TL) -0.07 5-8 >999 240 Horz(TL) 0.01 4 n1a rVa Weight: 47 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid calling 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. ]d NOTES- 1) Unbalanced roof live loads have been onsidered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This Truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will bottom , fit between the other members. 5) Provide mechanical connection(byothers) A. rs) of truss to plate capable of withstanding 1001le uplift at joint(s) except Qt=lb) 4=294, %* P,rJ 2=375. `. Q�• • C E N 6) °Semi-rigitl plichbreaks Including heels' Member end fixity model was used In the analysis and design of this Russ. ;��`,•'�,\ 5' ••'.,��iT+ 3938 :O t ATE SS1�NA� ItOO EC��. FL Cert. 6634 April 20,2015 AWARMNO-VerllydesignMarmalemmdREADNOTES ONTNISANDINCLUDEDWEKREFERANCEPAGE MII.7473tar, O/=015BEFORE USE. ■■ Design valid for use only with MBek connectors. this design is hosed only upon porometemshown, and is far an lrMMdual banding component. Applicability of design paramerms and proper Incorporation of component Is responsibility of bWlding designer - not truss designer. Bracing shown Isfor lateral suppod of IndMduol web membersoNy. Addltlmwl temporary bracing to home stoUlty during constructlon b the responslblllty of Ble MiTek' erector. (andcarlon, quality central. storage, delivery. erection and braclho, Consul ANSI/TPr Quality calledo, DSB-89 and SCSI Building Component 6904 Perk. East Blvd. Solely Information manatee from Truss Nate Insilule. 781 N. Lee Street Suite 31Z Alexandria. VA 22314. T.nga, FL 33610 Job Truss Truss Type ON Fly 70' Cerllon EleyD TJ006041 m11324 BHT BOSTON HIP 1 1 Job Reference o lional Chambers Truss, Fort Pierce, FL IS" 'op chord must be braced by end lacks, root diaphragm, or properly connected puriins as shown. 4x6 = 3xe = 3x4 = 4x6 = Scale: 3/16•=l' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0,47 32-33 >872 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.643233 >648 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.47 Horz(TL) 0.14 28 n/a ri BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 208111 FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1171/0-8-0, 28=117110-8-0 Max Horz2=223(LC 7) Max Up1lft2=-837(LC 8), 28=-837(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation clude. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2803/1824, 3-4=-1036/631, 4.6=-984/626, 6-8=-966/629, 8-9=-971/654, 9-12=957/688, 12-14=-958/730, 14-16= 958/730, 16-19=956/688, 19-22=-971/654, 22-24= 966/629,24-26=9851626,26-27=-1036/631, 27-28=-2804/1824, 3-5— 1922/1423, 5-7=-1926/1427, 7-10= 1926/1427,10-11=-1926/1427,11-13=1926/1427, 13-15=-1926/1427,15-17=-1926/1427,17-18=-1926/1427,18-20= 1919/1424, 20-21=-1919/1424,21-23=-191911424,23-25=-1919/1424, 25-27— 1915/1420 BOTCHORD 2-35_162012593,34-35=-1626/2581,3-34=1626/2581, 32-33=-1787/2835, ,LTfrttrt��' 31-32-1627/2562, WEBS 333=-175/3 3,,118-33=3459/4 5?8 27-3221721309,14-1b=274/363„4• NOTES- /L�' • V\ G E N S • •---r-/j!r 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psl; BCDL=3.Opsf; ti211; B=4511; L=50fh, eave=6ft; Cat. III• 3938q Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ❑ * �• 3) Provide adequate drainage to prevent Water ponding. 4) All plates are 2x3 MT20 unless otherwise Indicated.T 5) This tmss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. O . ATE 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 willo fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at )olnt(s) except Qt=1b) 2=837, ��' , < O R lip P' 28=837. is truss. 9) Graphical pld uffin represeitchbreaks ntation does not depict the heals" Member sizewor the orientation of thety model was used In hpuffinlalois and design of ng the top and/orlbol bottom chord. s`4,110 N All �,,,�%% FL Cert. 6634 April 20,2015 Q WARNING. Varl/ydeslgn paramelere antl AFRO NOTES ON MMAND INCLUDED MITEKFEFEAANCEPAGEMII-74J3 rev. =,SX201S BEFOREUSE. Design valid for use oniywllh MBek connectors. This dedgn Is based only upon peometersshown, and is for an Individual building Component. tot of design parametersand proper Incorporation of component k resporuRNllry, of brIDOlrg designer - not truss designer. Bracing shown Is for lateral support oflndMduat web members only. AtldltbndtemMoiyU=Ingtohweesta llydwmgcombuclbnlslherespondb0lltyoffhe MiTek' erector. PM➢Ilorlm permanent bracing of live overall simcNre bihe reywrclU'liNof the buSdag designer. Forgereral g,itlavice regaoing tobtcaflon. aurally control, storage, delivery. erection and bracing. conuit ANSIAPH Query Criteria, DSli and BCSI Building Component 6904 Parke East BNd. safety Informatlon available from Luse Rate ImtltUte, 781 N. We Street Suite 312, Alexandria. VA 22314. Tamps, FL 33610 Job Truss Truss ype Oty Ply 70•Carton PIN T]DD6D42 m11324 GRA SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fod Pierce, FL 7.620s Mar272015MTeklndustries,Inc. Mon Apr2015:26:412D15 Pepsi ID:_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-VBb_BFIOFo'IyZbJ9_k_BF9pC?OtbGOgRSkimyZzOoOC -1-0-0 4-14 5-7-0 8-2-13 84543 13-10-0 14-10-0 7-0-0 4-TS 1.5.11 2-7-9 1.5.11 4-" 1-0-0 2.37 F12 4x4 = 4x10 n 19 4 20 4x4 = 21 5 22 64x10� 2x3 11 3x4 = 3x4 = 2x3 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.29 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 BCDL 5.0 Code FBC2010/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M30 WEBS 2x4 SP No.3 Scale = 1:27.4 3x4 = DEFL. In poc) Vdefl Ud PLATES GRIP Vert(LL) 0.08 11 >999 360 MT20 244/190 Vert(TL) -0.10 10 >999 240 Horz(FL) 0.03 7 n/a n/a Weight: 58111 FT=O% BRACING- TOPCHORD Structural wood sheathing directly applied or 5-11-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-8-14 oc bracing. M(rek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Slabltlzer Installatlon ulde. REACTIONS. (lb/size) 2=70110-8-0, 7=701/0-8-0 Max Horz2=65(LC 24) Max Uplift2= 523(LC 8), 7=-523(LC 8) Max Grav2=720(LC 17), 7=720(LC 18) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1503/1148, 3-19=-1529/1216, 4-19=-151111196, 4-20=-1494/1181. 20-21=-1494/1181,5-21=-1494/1181,5.22=-1511/1196, 6-22=1529/1218. 6-7=-1503/1122 BOT CHORD 2-12=-1116/1395, 12-23=-1108/1395, 11-23=-1108/1395, 10-11=-1210/1494, 10-24- 1059/1395,9-24=-1059/1395, 7-9= 1069/1395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL--4.2psf; BCDL=3.0psf; h=12f; B-45ft; L=5011; eave=6fg Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directorial); Lumber DOL=1.60 plate grip DOL=1.60 ,% 3) Provide adequate drainage to prevent water pending. ,�� • C•E N •• B �i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. ,� �`; • �� S • ••.'9 i� 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. z 3938 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=1b) 2=52,t 7c523. 7) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. ' 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 128 111 down and 114 to up at 4-1 •: 123lb down and 124I11 up at 5-0-0, 130111 down and 146I11 up at 5-7-3. 124111 down and 129111 up at 5-11.0, 1241b down and 129Ib�� .•' ATE ; up at 7-11-0, 130111 down and 146111 up at 8-2-13, and 1231b down and 124 to up at 8-10-0, and 128 Ib down and 139 Ito up at 9-8-8 on top down ath7r11-0, 336b down at 8-2-13, and 18 b down and 111 down and 7 Ito up at 4.1-8. 18 to 151b up at eand 15 le U 080, and 16 b down and 71b up a919 a-e on b ttom o do at chord. �11 'n�s�,C � % hers. 9) In Othe LOADelection of such section, loadstion device(s) appllied to thes the lace of the trussty of are not \ noted as front (F) or back (B). i�,,,S�O N A; \,` LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 FL Cert. 6634 April 20,2015 Q WARNING -Verity deslge parameters and READNOTES ON TNISANDINCLUOEOMREKREFERANCEPAGEMIP74T3 rev. g2/MISEEFORE USE Design valid for use only with MOek connectors. This design is based only upon parametemshown. and is for an lntlMduol burning comPonenl. ■ Applicotrlty of den parameters and proloer Incorporation of component 6 msponrblllty, of founding designer -not him designer. Braclog shown design Is for lateral support of Individual web members only. Additional lemporary bfcoing to Insure stability during conskuctlon is the respondbully of the erector. Additional permanent bracing of one overall stash ure a the responsBMilly, of the building designer. For generd gUkrance regarding MiTek' fatadcalbrt quality control. storage,delivery, erection and bracing. conaft ANSIRPII Quality Criteria,DSB-89 and BCS1 Butiding Component Safety Information avokfor, from hit¢ Rate Institute. 781 N. Lee Skeet Suite 312. Alexandria. VA MI 4. 6904 Parke East Blvd. Tana. FL 33610 Job Truss Truss Type Oty Ply 70'Cmhon EleyO T]006042 m11324 GRA SPECIAL 1 1 Job Refererce (optional) Chonuters Truss. Fan Pierce, FL 7.62D a Nor 272015 MRek Industries, Inc. Mon Apr 201526:412015 Page ID:_MiGCA6bx7j2SylHDXFW7ye3KX-Y8b_BFIOFo'IyZ 9_k_BFgpC7OlbGOgRSkimyZzOoOC LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-3= 54, 3-4=-54, 4-5= 54, 5-6= 54, 6-8=-54, 13-16= 10 Concentrated Loads (Ib) Vert: 3=7(B) 4= 64(B) 5=-64(B) 6=7(B) 12= 6(B) 11= 35(B) 1O 35(B) 9= 6(B) 19= 28(B) 20=-60(B) 21=-60(B) 22=-28(B) 23= 18(B) 24=-1 B(B) A WARNING - Verlty, design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANOE PAGE MI1-1479 rev. 0Y1 B^101S BEFORE USE assess Design valkl for use only with MNek conneclols. This design Is based only upon Wameters shown, and Is for an IndlAdual bulld[W componenl. Appllcab ily of design parameters and proper h1coWallon of compone it Is responslblllly of bUildrQ designer - not truss designer. Bracing shown IsforlateralstNpodofBMlvldualwebmembelsoNy. AdtlllloraitemporarybaclrgtolnsuestabllltydutrigconstmclbnlsthemsponslWllyofthe MiTek' erector. A.d<Elkxlal permanent bracing of the overall structure Is intoresponsibility of the ne b along designer. For geral guMOnce regarding fobtkatlon qgolly control. storage. delNery. erec0on and brachsg. convA ANSIMIl Hually, COteAa,DSB-B9 and BCSI BuIlding Component 6904 Parke East Bbd. Safety Information avolable from inas Rate Bn1llule. 781 N. Lee Street. Suite 312 AlexanrlrkL VA 22314. Tertpo, FL 33610 Job Truss Truss type Gy Py 70'cmllon Elay0 T7oo6o43 m11324 GRB SPECIAL 1 1 Job Reference (optional) Chambers —Russ, Fort Pierce, FL 1-0 5-0-0 103-0 15.6-0 4.00 12 21Gi 4xB 4x4 = ea II 4x4 Inc. Mon Apr 20 15:26:42 2015 Pagel rLVRVOnMLJxoDJ7NlaNOSJUOzOoOB Scale: 3/1611' '- 36 37 '" 38 16 39 5x6="41 42 ^13 3x4 = 2x3 11 3x4 = 3x6 = 3x4 =3x6 = 3x4 = 3x4 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 • BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2010/rP12007 CSI. TC 0.39 BC 0.32 WB 0.43 (Matrix-M) DEFL. In (loc) Vdefl L/d Ve art0.11 17-18 >999 360 Verl(TL)-0.1517-16 >999 240 Horz(TL) 0.03 15 n/a We PLATES GRIP MT20 244/190 Weight: 146 Ib FT=O% LUMBER- BRACING - TOP GHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpl 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation oulde. REACTIONS. All bearings 0-8-0. (lb)- Max Horz2=96(LC 7) Max Uplift All uplift 100 lb or less atjolnt(s) except 2=-546(LC 8), 15=-835(LC 8), 14=-542(LC 8). 10=-389(LC 25) Max Grav All reactions 2501b or less aljoinl(s) except 2=733(LC 17), 15=1189(LC 1). 14=801(LC 1), 10--770(LC 14) FORCES. (III) - Max. Comp./Mac. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1549/1053, 3-25=-1272/936, 25-26=-1272/936, 4-26=-1272/936, 4-27— 288/511, 27-28=-288/511, 28-29= 288/511, 5.29=-288/511,5-30=-288/5ll,6-30=-288/511, 6-31=-288/511, 31-32=288/511, 32-33=-288/511, 7-33— 288/511,7-34=-288/511, 34-35=288/511, 835=-288/511, 8-9=-535/483, 9-10_ 924/624 `,,S r/// BOT CHORD 2-18=-907/1433, 18-36=-902/1441, 36-37= 902/1441, 1= 8 7-37=-902/1441, 17-3838/1272, 16-38= 83811272, 16-39=-838/1272, 39-40= 838/1272, 15-40=-838/1272, olk //, ` A / gyp.. 44e.,�� `% 15-01=-511/412, 41-42=-511/412,42-43=-511/412, 14-43=-511/412, 13-14=-452/515, 12-13=-452/515, 10-12=-685/1021 �� O .•• G E N � S••_,9�Y WEBS 3-18=0/257, 4-17=0/292, 4-15=-1854/1286, 6-15= 503/480, 7-14= 430/408, 3938 8-14=-857/572 *. NOTES- 1) Unbalanced roof live loads have been considered for this design. r� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psi; BCDL=3.Opsf; h=121t; B=451t; 11=50ft; eave=6iF Cat. ly, Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 O.. ATE 3) Provide adequate drainage to prevent water pending. This truss has been designed for a 10.0lost bottom chord live load nonconcument with any other live loads. A'4) T� • < O 5) This trussbeen designed I or aliveload ofsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 , O R 1 wide will 'o fit n the chord and any members. beading withstanding 5461b 2, 835Ib uplift at joint 15 6) Provide mechanical connection (by others) of truss to plate capable of uplift aljolnt , 542 Ib uplift at joint 14 and 389 lb uplift at joint 10. 7) °Seml-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 April 20,2015 AWARNING .VenrydeslgnparametersaodREADNOTES ONTHISANDINCLUDED MREKREFERANCEPAGEMIL74"rev.0"SM016BEFOREUSE ■ Design valor form onlywith Mgek connectors. INsdedgn R bosed only upon paramefenshown, and Is for an Individual WHdirxl component. Applkab lly of design laaramelers and proper hcoWallon of component R reipombilltyof bullditV desigror- not (toss designer. &acing sownh Isfor lateral support of lydiviclual web members orgy. Addlllonal tempolay bracing to lnase stability duMg construction is the respon4bflllty of the Met(erector. Addlllonal permanent bracing of the overall structure is pho respaxJbllly of the burding designer. For general guounce regarding fa callatguditycontfd.storage,diNey,erecUmoMbracing.con t ANSIMPII Quality Criteria,DSB-89 and BCS1 Bullring Component 6904 Parke East Blvd. safety Information avagable from rots Rate Institute. 781 N. We street Suce 312 Alexandria. VA 22314. Tarry., FL 33610 Jo Truss Truss Type city Ply 7W Cankon ElevD T]006093 mf1320 ORB SPECIAL 1 1 Job Reference (optional) Chambers Tmss. Fort Pierce, FL 7.62D a Mar 272015 MRek Industries. Inc. Mon Apr 20 15.25:42 2015 Paget ID_ktrGCA6bx7j2Sy1HDXFw7ye3KK-OL9MOb1105gpAkuLVRVOnMLJXoDJ?NIaNOSJUOzOoOS NOTES- 8) Hanger(s) or other connection device(s) shall be provided sutticlenl to support concentrated load(s) 2891b down and 341 lb up at 5-0-0, 124 Its down and 129 lb up at 7-0-12, 124 lb down and 129 It, up at 9-0-12, 124 lb down and 129 lb up at 11-0-12, 124 to down and 129 lb up at 13-0-12, 124 lb down and 129 lb up at 15-0-12, 124 Ib down and 129 lb up at 17-0-12, and 124 Ito down and 129 lb up at 19-0-12, and 124 Ib down and 129 Ito up at 21-1-4 on lop chord, and 831b down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0-12, 391b down at 11-0-12, 39 lb down at 13-0-12. 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 to down at 19-0-12, and 39 lb down at 21-1-4 on bottom chord. The desigrdselection of such Connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13= 54, 3-8=-54, B-9= 54, 9-11=54, 19-22=-10 Concentrated Loads (lb) Vert: 3= 160(F)18=-05(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32= 60(F) 33=-60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39— 13(F) 40=-13(F) 41=-13(F)42= 13(F)43=-13(F) A WARNING -Vedlydealgn parameters andREAD NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMII-1475rev. O2NN2015SEFORE USE Design VOlid for ma, ONywgh Mgek connectors. Ns design Is based only upon pammefemshovm. and is for an frodAdual bulding component. Aopllcablity of design parameters and proper Incorporation ofcompanent is responsibility of bulldkg designer -not truss designer, Bracing shown ■ Is for lateral support of Indlvklual web members any. Addiilonal temporary bracing to insure stability during construction Is the responubMity of the MiTek' erector. Additionalpetmonenibactrgof[beoverallstructurehtMrespormsbl111yatmabrdingdesigner.Forgeneralguidanceregading fabdca8ort quality control, storage, dellvery, crimson and booing• cons4t ANSUTPII Quality Criteria. DSB-89 and BCSI BullOing Component 6904 Parke East Blvd. Safety Infomnatton a clable from I= Rate Institute, 781 N. Lee Street Suite 312. Alexardda, VA 22314, Tampa, FL 33610 Job Truss Truss Type Ory 70-Carron ElevO T]006044 m11324 GBC HIP 1 jPly 1 Job Reference (optional) Chembem Russ, Fort Pismo, FL Scale = 1:61.8 4.00 F12 5xB = axe 11 5xe WB= 5x8 = 4x8 = 2x3 11 sure = Bid = 3urd = 4x6 = 2x3 II LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2010/TP12007 CSI. TC 0.94 BC 0.60 WB 0.71 (Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in poc) I/dell Vtl 0.26 10-12 >965 360 -0.3810-12 >669 240 0.10 8 n(a n/a PLATES GRIP MT20 244/190 Weight: 155 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directlyapplied or 3-9-3 oc purilns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS i Row at midpl 3-13. 6-13 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=445/0-8-0, 13=2650/0-8-0, 8=1037/0-8-0 Max Horz2=-84(LC 6) Max Uplift2=-430(LC 8), 13=-2294(LC 8), 8_ 942(LC 8) Max Grav2=539(LC 19), 13=3139(LC 2). 8=1234(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-869/566, 3-16=-1085/1586, 16-17=-1085/1587, 17-18=-1085/1587, 18-19=-1085/1587, 4-19=-1085/1587, 4-20=-1085/1587, 5-20-1085/1587, 5-21= 108511587, 21-22=-1085/1587, 6-22=-1085/1587, 6-23= 2144/1634, 23-24=-2144/1634,24-25=-2144/1634,25-26= 2144/1634, 7-26=-2144/1634, 7-8=-2967/2109 BOT CHORD 2-15= 4581764, 15-27=4677793, 27-28=-467/793, 14-28=-467/793,14-29=-467/793, �„ ,/�, „S i 13-29= 4671793,13-30=-1473t2144,30-31=-1473(2144, 31-32=-1473/2144, 3235 `ofi ` A. , ,0\ 1898/2774, 35-36=189382774, 10 36=-1898 2774, 8-10=-1887/27434 WEBS 3-15=-171/559, 3-13=-2501/1791, 4-13=-893/863, 6-13=-3917/2865, 6-12=-25/611, s •' `��` •• �� 7-12=-670/448, 7-10= 181/595 3938 NOTES- ]E 1) Unbalanced roof live loads have been considered for this design. ', 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0psh h=12ft; B=451t; L=50ft; eave=6ft; Cat. y Exp C; Encl., GCpi=0,18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. •'• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for alive load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 00 A, wide will <��'•, fit between the bottom chord and any other members. '44",s1p 6) Provide3 me connection (by others) of truss to bearing plate capable of withstanding 430lb uplift at Joint 2, 2294 lb uplift at joint dIts Joint 7) "Semi-ngld pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. FL Cert. 6634 April 20,2015 0 WARNING. Vedlydeslgn parameters and READ NOTES ON WISAND INCLUDED MREKREFERANLEFAGEMIF747J rev. ep/ WOIS BEFORE USE Design valid for use, only with MBek connectors. INS design Is based only upon parametersshown, and is for an mcividual WSOlrg component. �� ApplkaMilyofdeAgnparametersandpropencCorporatlonofcomponentkrespon.IUlltyof Wildhgde.1gmr-notbussdesigner.&aclWs " arppori of htlMtlual web members only. AddIWKltemporaryNw[Wto Instaesfa ltyduringconstruclbn Ntherespo Millyofthe M!Tek' erector. Ada911ond permanent bracing of the overall structure lv lure responsibility of the Wising designer. For general guidance regarding faWcatlom. iltyconhoLstorage.d INeW,erecibnard mhg,consult ANSIAPII Duality Criteria,DSS-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available (ram Truss Plate Insilhie. 781 N. Lee Street. Suite M. Alexandra. VA 22314, Toni FL 33610 Job Truss russ I ype Oty Ply 7o'cartlon Elw 0 T7ooso44 MI1324 GRC HIP 1 1 I Job Reference (optional) Chambers Truss, Fo4 Pima., FL r.6Lu s.111 LVID mn a6,no"....... nc. mon Nprry ml[o:YY zvm ra.ez ID:_kf,GCA6bx7j2Syl HDXFw7ye3KX-yl H6pHKHYj5XQ2ljfsXusnRXRcgNTCPtrixQYuzOo09 NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lbdown and 352 to up at 7-0-0, 1181b down and 189 to up at 9-0-12. 1181b down and 1891b up at 11-0-12, 1181b down and 1891b up at 13-0-12,1181b down and 1891b up at 15-0-12, 1181b down and 189 Ib up at 17-0-12, 1181b down and 1891b up at 17-11-4, 118lb down and 189 Ito up at 19-11-4, 118 Ib down and 189 Ito up at 21-11-4, 1181b down and 189 Ib up at 23-11-4, and 1181b down and 1891b up at 25-11-4, and 231 Ib down and 3521b up at 28-0-0 on top chord, and 3881b down end 2401b up at 7-0-0, 681b down at 9-0-12, 681b down at 11-0-12, 681b down at 13-0.12, 681b down at 15-0-12, 68111 down at 17-0-12, 681b down at 17-11-4, 681b down at 19-11-4, 681b down at 21-11-4, 661b down at 23-11-4, and 681b down at 25-11-4, and 388 Ib down and 2401b up at 27-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3=-44, 3-7= 44, 7-9=-44, 2-8=-10 Concentrated Loads (Ib) Vert: 3=-156(0) 5=.96(B) 7=-156(B) 15=-333(B) 10=-333(B) 16— 96(B) 17=-96(B) 19=-96(B) 20=-96(B) 21=-96(B) 22=-96(B) 23=-96(B) 25=-96(B) 26=-96(B) 27_ 23(B) 28=-23(B) 29=-23(B) 30=-23(B) 31=-23(B) 32= 23(B) 33— 23(B) 34=-23(B) 35_ 23(B) 36=-23(B) O WARNING -Verify design parametersend READNOTES ONTNISANOINCLUOEDUREKREFERANCEPAGEMI}74mmr 02/MOISeEFOREUSE ■ Desirmvalltl for useonly Wth MNek connectors.) deslgnls based onlyuponparametersshown, andls loran hdVdual bule gcomponerl.Applicwn mni lbrrealn, gccomamclion gry �� Issemslognemr�B Is laaeo�osuppod oflPtlmmeeMarid lNdual web mermb�ersoN Adllon dltlonai temp rary to Insure slalbel�du the MiTek' erect". AdcLlbrwlpsrmanenlbraclrgoftheoverdlstrucMeklheresponslbBlNolfhebW<&1gde9gner.Forgeneralgi9tlanceregatling Iablcatlomqualityconlrol.st"age.delNeN.emctlona OcBlg.consult ANSI/TPII Quality Cdleda,DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety Information wcurfoo from Tm Rate Insiltute, 781 N. Ise Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type cry ply 70'Cialon EleyD T]DD6D45 m11324 J1 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss. Fool Pierce, FL 7.620 s Mar 27 2015 MTek Industries, Inc. Mon Apr 2015:264e 2015 Pagel ID:_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-yjH6pHKHYj5XQ21jfsXDsnRk9czbTNXnbtQYuzOo09 -0-0-0 1-0-0 14}0 1O0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) Scale = 1.6.2 3x4 = LOADING (par) SPACING- 2-0-0 CSI. DEFL. In (too) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ved(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (Malnx) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4SPNo.3 REACTIONS. (lb/size) 3=-8(Mechanica1, 2=120/0-8-0, 4=5/Mechanical Max Horz2=47(LC 8) Max UpIll' -e(LC 1), 2=-153(LC 8) Max Gmv3=26(LC 8), 2=120(LC 1), 4=14(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - Al forces 250 (to) or less except when shown. kl' PLATES GRIP MT20 2441190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing direcgy applied or 1-0-0 or. puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or. bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aulde. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Ops1; h=12ft; 9=45f; L=50ft; eave=6ft; 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 psf bottom chord live load nonconcurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. \ \\S 1IAl 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8lb uplift at joint 3 and 153 in uplift at Joint ,\\\ _t^ I 2. �\, \V`%..... �e I 6) °Semi -rigid pilchbreaks Including heels' Member antl fixity model was used in the analysis and design of this truss. . • G E N •• �'� 3938 •TLC ATE00. c�0RI�P FL Cert. 6634 April 20,2015 ® WARNING-V.dlydeslgn parameters end READ NOTES ON TRISAND INCLUDED M/TEKREF£RANCEPAGEMII-7473rev. O VISQ015 BEFORE USE Design vand for use only with MBek connectors. This design b based only upon paamefersshown. and Is for an lncrAdml balding component. Ni App.'baloilly of design fxxameles and proper Incorporation of component Is responslblllly of bullabU designor -not truss designer. Bracing shown aforlateralsuppedofiMiy mlwebmembmsoNy. Aadilkxwl temporary brgcing to Insure stabilly during constomflon h the respondbBllry of the MiTek* erector. AtlNtlonalpermonenlMmingoflfx>overollsimcNrel5lherespommlllryoflhebuSNrxldaslgrx:r.Forgerx;ralgWdancereganMg tatrlcatlon, quallN control. clamors, alelMery. erecllon antl bracing, concur ANSI/TPII Quality Criteria, D58.89 and BC5l Building Component 6904 Parka East RIM. Safety Information avail from Inns Hate IrstlMe, 781 N. tee Skeet, Suile 312. Alexarxldl VA 22314. Tamp., FL 33810 Job Truss Truss Type Oy Ply 70'Carkon ElevD T]006046 m11324 J3 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss, Fo0 Pierce, FL 1-0-0 3x4 = 7.620 c Mar 272015 MiTek Industries, Inc. Mon Apr 201526:452015 Page 1 ID:_MiGCA6bx7i25y1HDXFw7ye3KX-OvgVIeLvIDDOICcwDa37P7zw01TCgnO3Mgz5LzOoO8 Scale = 1:9.6 3-0-0 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(ILL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL), -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 RIG n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: ll lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purling. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=53/Mechanical, 2=174/0-8-0, 4=13/Mechanical Max Harz 2=84(LC 8) Max Uplift3=-47(LC 8), 2= 178(LC 8) Max Grav3=61(LC 13), 2=174(LC 1), 4=39(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.Opsf, h=12ft-, B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' This muss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1 1 r 11f �E 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47lb uplift at joint 3 and 178Ib uplift at joint ♦♦��PS A, q ., 2. 6)'Semi-dgid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. ♦♦ 0 B �0 3938 ATE O�cc O R If P �`, i FL Cert. 6634 April 20,2015 OWARNING-VedrydesIgn Parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MII-7473rev. 01VISTOISSEFORE USE ■ Design valid for use only with Mffek connectors. ihlstleslgn is based only upon parametemcnovm.andb for an learrAdual Widen component. Appli :abNiy of design paamefews and proper Incorporation of component Is responslblllty of building designer -not truss designer. Bracing shown is For lateral support of IndlVMud web members only. Additional temporary bmcing to Insure stability during construction Is the respomlbuiry of the MiTek' .recto,. Addli.oul psrmanenf brae[n, of the overall structure is the responsi of the GAdnO designer. For genera guidance regarding ''cation, quality conhd.storage. delivery. election and bracing. consult ANSI/TPII Quality Cdterla,DSS-89 and BCSI Building Component 6904 Parke E.M BNd. Safely Information ovaDable From Tnrrs Rate Institute. 781 N. Lee Street. SWIe 312. Alexandrb, VA 22314. Tarnpa, FL 33610 Job Truss I loss I ype Gty Ply 7DCarhon ElavD T]00604] m11324 JS MONOTRUSS 15 1 Job Reference (optional) Chambers Truss, Fad Pierce, FL 7.620s Mar272015MITeklndustries,lno. Mon Apf2015:E6:452015 Pagel ID:_k,QCA6bx7j2Sy1HDRFw7ye3KK-OvgVlcLvIODOlCcwDa37P?zpDOEnCgnO3Mgz5LzOa06 -1-0-0 64-0 l 1-0-0 6-0-0 3x4 = LOADING(psf) SPACING- 2-0-0 CSL DEFL. In (too) Vidal Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.49 Ven(LL) -0.03 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 REACTIONS. (lb/size) 3=114/Mechanical, 2=230/0-8-0, 4=23/Mechanical Max Horz2=122(LC 8) Max Upllft3= 114(LC 8), 2=-202(LC 8) Max Grav3=127(LC 13), 2=230(LC 1), 4=69(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. Scale = 1:12.9 PLATES GRIP MT20 244/190 Weight: 171b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. 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=4.2ps1; BCD1_=3.0psG h=12ft; 13=45ft; L=50f1; eave=6fl; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �1 t 11 r1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114111 uplift at joint 3 and 202 lb uplift at joint 2.P,,,' 0,,,5 Ei 6) °Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. �O �'p E N i ,� 393i OR I •10f.-I �� N F111 1" FL Cert. 6634 April 20,2015 Q WARNING - wvIfydeslgn parameters and READ NOTES ON MIS AND INCLUDED MITERREFERANCEPAGEMII-7473rev. 0N162016 BEFOREUSE. Design valid for use only with Mgek connectors. INK design b based only upon l>a<ametersshown, and is for on lndlNdual Wnd[ g component. 1®Q• Apptk:ab0ltyofdedgn Daametersontlproperincofporallon ofcomponent is responslbllilyotbg ulididesigner- not ktLsdedgner. Bracing shown kforlateralsuPponof(Wl ualwebmemb mrs y. AddltlorwllemporarybroclnOtolmureslabBllyduMgconshuctbnIsthe respot>tiblllltyofitur MOWefector. Addigonal permanent bracing of the overall structure Is the reaeonabllliy of OW building designer. For general goklalce regarding (dedcalbn, quality control, storage, delivery, erecton and bracing. consult ANSI/fPI I Quality Criers, DSB-89 and BCSI Building Componeol 6904 Padre East Blvd. safety Infomlahon avail tile, from Trus Rafe Insfilute. 761 N. Lee Street. Suite 312. Alexci VA 92314. Tampa, FL 33610 Job Truss Truss Type Oly Ply 70'CorBoneIsyD T]006048 m11324 J] MONO TRUSS 12 1 Job Reference (optional) ahamGers Truaa, I-W Pierce, FL 3x4 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 VeN(LL) -0.12 2-4 >639 360 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(FL) -0.22 2-4 >365 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=172/Mechanical, 2=291/0-8-0, 4=33/Mechanical Max Harz 2=16O(LC 8) Max Upiift3=-174(LC 8), 2=-234(LC 8) Max Grav3=189(LC 13), 2=291(1-C 1), 4=99(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale: 3/4'=1' PLATES GRIP MT20 244/190 Weight: 23 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; 8=45ft; L=50fh eave=6ft; 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 psi bottom chard live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ftII111111/// ' 5) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 174 lb uplift at Joint 3 and 234 Ib ` uplift at ` ♦\T joint 2.q1 �i 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. ,�� \�;`.• G E N B �i� 39300, E��. FL Cert. 6634 April 20,2015 Q WARN/NO. V nrydealga paramarero and READ NOTES ON TNISAND INCLUDED MMEKREFERANCEPAGEMII-7473-1 OVIM0/6 BEFORE USE Design valkl for use only Wlih MRek connectors. This design is based only upon parameters slh v ,and is for an lndlValual bldIng component. Appik:abllty of design paameters and proper hoot orotlon of component Is resporxdblllty, of building designer - not tun designer. Bracing shown kforlateral support of Inc Ivklual web members orgy. Additional temporary bracing to Insure stabmly during construction is the respon9b1111y of the MiTek' erector. Additional permanent bracing of the ovemil slnafure is Ua responsiblly of the buildingdesigner. For general gulce regarding tabdcatlon qudlN coned. siwage. tlelNery. erec8on mttl boc4lg-conalf ANSIAPII Quality Criteria,DSB-89 and BCSl Building Component 6904 Parka East BNd. Safely Information ove latxe from Truss Rate Institute. 781 N. lee Street. Sulle 312. Alexandra. VA 22314. Tmrya, FL 33610 job Truss Truss Type Oty Pty Ttl Carlton ElevD TT006049 m11324 JA MONOTRUSS 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 3x4 = 7,620 s May 272015 MTek Industries, Inc. Mon Apr 20 15:26.47 2015 Page 1 1D;_k9GCA6bx7j2Syl HDXFw7ye3KX-NlyFSIM9geT6HWmIL?5bUO3Fap_hgkGJXg949DzOoO6 2-4-3 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 VatI(CL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ved(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a We BCDL 5.0 Code FBC2010/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3--11/Mechanlcal, 2=142/0-8-0, 4=17/Mechanical Max Horz 2=73(LC 8) Max Upllfl3=-38(LC 8), 2=-136(LC 8). 4=-4(LC 8) Max Grav3=45(LC 13), 2=142(LC 1), 4=26(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 12.6 PLATES GRIP MT20 2441190 Weight: 9lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purling. BOT CHORD Rigid calling 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.OpsQ h=12ft; 8=45f; L=50ft; eave=6H; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This Truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This buss 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 chard and any other members. 4) Refer to girder(s) for truss to truss connections. ,,S' A. , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381b uplift at Joint 3, 136111 uplift at Joint 2 �� I� and 4 Ib uplift at Joint 4. �� P 6)'Semi-dgid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. �� Q`-, •".E �i %G ` 39380 �TQ ATE c4 O R I O P Cj% FL Cert. 6634 April 20,2015 A WARNING- VedrydOslgn Paramefestnd READ NOTES ON THISAND INCLUDED MBEKREFERANCEPAGEMII.7473 rev.=62018BEFOREUSE ■l Design valid for use only Wfh Mgekconnectom. ihlsdeslgnts based onlyupon paametersshown. andlsforan individual buflding component. � Appllcablity of design pm araetersantl proper InOcWfOlbn of componani is resporulblllty of building deslgner-not hues designer. Bracfng shown Is for lateral support oflydlvldual web members Orly. Additional temporary bracig to carre stab0ity daMg coretwibn is the resminstollllty, of the MiTek' ereclor. Additional permanent bracing of the overall structure6 the resporllty of the bulding designer. For general pWdance regadhg fabticallon. quality cannot. storage. Uellvery. enaction antl bracing. consult ANSIAPI I Cualiry Criteria, DSB.69 and SCSI Building Component 6904 Parke East Blvd. Safety Infoanaflon avalloble from Truss Rate htdilule. 781 N. Lee Street. Suite 312 Alexardrb. VA 22314. Tatrya, FL 33610 Job Truss TrussType arty Ply 70'Caion ElevD T)006050 m11M4 JB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 3x4 = ,,. s mars, zma ranee,.ws is, ine, men Ay, eo i5.eon, eom F... , ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-NlyFSlM9geT6HWmIL?5bUO3A0pxUgkGJXg949DzOo06 5.i11 5-5-11 Scale=1:12,9 LOADING(psf) SPACING- 2-0-0 CSI, DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Ven(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix-M) Weight: 19lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=105/Mechanical, 2=269/0-8-0, 4=32/Mechanical Max Horz2=114(LC 8) Max Uplift3=-99(LC 8), 2= 222(LC 8), 4=-1(LC 8) Max Grav3=105(LC 1), 2=269(LC 1), 4=61(LC 3) FORCES. (lb) - Max. Comp_/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4411229 BOT CHORD 2-4=-300/485 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc puffins. 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=4.2psh BCDL=3.Opsf; h=12ft; 13=45f4 L=501% eave=61t; Cat. II; Exp C; Encl.. GCp1=0.18; 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. for truss to truss \\� PS A. 9, 4) Refer to girder(s) connections. 5) Provide mechanical connection (by others) of bass to bearing plate capable of withstanding 9916 uplift at joint 3, 2221b uplift at joint 2 \\\ ; \�� Off • • ()EN"*- and 1 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 3938 ATE i If Q �1*404.., N A� E FL Cert. 6634 April 20,2015 Q WARNING - Verilydeslgn paramefers andREAD NOTES ON TNISAND INCLUDED MMEKREFERANCEPAGEMII-74J3 rev. 0211642015 BEFORE USE ■■■■■■ Desgn volkd for use onlywlih MBek connectors. This design is based only upon MCMetel5 shovm, and is for an Individual bUldmg component. Applicability of design pam oelen and (,roper Incor orallon of component b resporwallty of bulltllrg designer - not truss desgner. Brocing shown h for lateral support of Individual web members only. Additbral lemporary bracing to Insure slabIlly tlumg construction is the respondbillty of the MOWerector. MdUonal Mmanenf bracing of lire overall structure is line respordbillN of the building desgner. For genoral guidance tegarnng fabrication. quallty control.storage. delivery. ereollon antl txacinfL consult ANSI/TPI I Quallly Crlfedo.DS3-89 and BCS1 Building Component S904 Pane East BNd. safety Informallon maiable from rna Rate Imitate, 781 N. Lee Street. Sulle 312 Alexandra, VA MIA. Terry., FL 33610 Job Truss Truss I ype Qly Ply 70'Corllon EWD noososl m11324 JC MONO TRUSS 2 1 Job Reference (optional) Chenbess Truss, Fort Pierce, FL 7.620 s Mar 272015 Mnek Industries, Inc. Mon Apr 2016:26:482015 Par.1 ID_kfGCAGbx7j2Sy1HDXFw7ye3KX-rUWdfeNnblbzufLVuicgldbOKDKVPBWTIJvdhfzOoO5 1-0 0 1-1-4 3x4 = LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Var(LL) -0.00 5 >999 360 TCDL 7.0 LumberOOL 125 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES Wit 0.00 Horz(TL) 0.00 2 n/a rala BCDL 5.0 Code FBC2010/TPI2007 (Maldx-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=10/Mechanical, 2=109/0-8-0, 4=4/Mechanloal Max Hoa2=50(LC 8) Max Upllft3= 7(LC 5), 2=-126(LC 8), 4=-3(LC 5) Max Grav3=12(LC 13), 2=109(LC 1), 4=1 O(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All farces 250 (Ib) or less except when shown. Scale = 1.6.3 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purlins. BOT CHORD Rigid calling directly applied or 1040 oc bracing. MiTek recommends that Stabilizers and required cross bra ng be Installed during truss erection, In accordance with Stabilizer Installation aulde. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=45fl; L=50f; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7lb uplift at joint 3, 126 lb uplift at joint 2 ,1S t A 'r, ♦ ♦1 1 and 3 IS uplift at joint 4. °Semi ♦ ♦ _AP A �j • • �e �i 6) -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. ♦♦♦ �`;, ••G•' �EN3 3938 ' ATE :•��G� �.0. S��NA� E�♦♦♦♦ FL Cert. 6634 April 20,2015 A WARNING.Verilydealynparametersend HEAD NOTES ON THISANO INCLUDED M/TEKHEFEHANOEPAG£MIF7473r4v.02 MOISBEFOREUSE. Design yard for use only w1th Mllek connectors. This design 5 based only upon parameters snown. and is for an lndMdual WIding component. Appllcab9lN of design parameters and propm proper Incorporation of component h responsibility of Wg lltlindesigner -not #,In designer. Bracing shown Is for lateral support of lMlvldual web members only. Additional temporary bracing to hurne stab0lty, tlurhg comhucibn is the responslb0111y of the MOWerector. Adtlitkmna ol permonl bating of the overall shuchne is the resporssbIlry of line b IdW Aesigner. For general guidance regardhg fabrication quality Control. storage,delivery. erector, and bracing. consult ANSIAPll QuapW Crtferla, DSB49 and BC5l Bullding Component 6904 Parke East BNB. Safety Information oval from Tnas Rate Imtliule. 781 N. Lae Sheel. 6Wte 312. Alexa dra, VA 22314. Tarspa. FL 33610 Job Truss Truss Type ty Fly 70'cprtlon Ela,D T7006052 m11324 KJ5 MONO TRUSS 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL K7CC 223 12 7.620s Mar272015MITeklnduslrtae,inc. Mon Apt201S26:492015 Paget ID:_MiGCA6bx7j2Syl HDXFW7ye3KX-rUWdfeNnbxbzufLVuicg1 dbNIDIEPSW TIJvdhfzOoO5 Scale: 3/4'=1' 7.0-2 LOADING(psf) SPACING- 2-0-0 CS1. DEFL, in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.09 4-7 >885 240 BCLL 0.0 ' Rep Stress [nor NO WE 0.00 Hoa(TL) 0.00 2 n/a We BCDL 5.0 Code FBC2010/rP12007 (Matdx-M) Weight 23 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M30 REACTIONS. (lb/size) 3=176/Mechanical, 2=239/0-11-5, 4=46/Mechanical Max Horz 2=109(LC 8) Max Uplift3= 167(LC 8), 2=-206(LC 8) Max Grav3=181(LC 13), 2=239(LC 1). 4=86(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-555/261 BOT CHORD 2-4=-336/596 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; 8=45f1; L=50ft; eave=6f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsl an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \ \\\S k A. fit between the bottom chord and any other members. \\-\^ 4) Refer to girder(s) 5) Provide mechanicalrtruss connection (by connections. others) truss to bearing plate capable of Wthstanding 167 lb uplift at joint 3 and 2061b uplift at �.``p`�': P• • • • joint 2. ,�`Z`: •b�G E N,3 •• _��. 6) •Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). O 3938 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-to-3=-95(F= 20, B=-20), 5=0(F=5, B=5)-Io-4=-18(F=-4, 0=-4) .O.• ATE :�4/ ` 'eSS��NA� E%`�� FL Cert. 663 April 20,2015 ,&WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEMIF7473 rev. OM/ 015 BEFOREUSE. Dedgn valid for use onlywlth Mgek connectors. ihls deslgn 6 based only upon Porametenshown, and Is for on hal ldual buldIng component. Applicability of design parameters and proper InOmpmallon of component h responuNrly of Oulldkg designer - nor Russ dedgnef. Bracing shown Is for lateral a ppod of indMUual web members only. Additional temporary bracing to Irmxe stablEty during corAftructlon is the respormb011iy of the WOW mectm. Atldllbtgl peimonent bnackg of the ovendl silucturekifse respomibBity of the bAding de90nm. Forgenmal0Wtlmlce regadBg faWmtomquolllycontrol,storWo.delNe,y.orectlonmddackg.consNI ANSIAPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Bind. Safety Information avald,4e from Truss Rate Iralllule. 781 N. Lee Sheet, Suite 312 Alexandria VA 22314, Tempe, FL 33610 job Truss Truss I ype Cry Ply 70-Carlton El.,D T]006053 m11324 KJ1 MONOTRUSS 2 1 Job Reference (optional) Chambers Truss, Fan Pierce, FL 7.620s Mer272015Mneklndusteee,lna. Mon Apr201326A92015 Paget ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Jh47s OOMFjgWpwhSO73Zg8Zgddi8bic zeBE6zOo04 Scale = 1:21.1 3x4 = 3x4 = 6.6-12 9-10.1 r 66-12 3-1-5 LOADING (Pat) SPACING- 2-0-0 CS]. DEFL. In Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 2-7 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.08 2-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 HOrz(TL) 0.01 5 n/a n1a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight 38lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 REACTIONS. Qb/size) 4=104/Mechanlcal, 2=294/0-11-5, 5=310/Mechanical Max Horz 2=192(LC 8) Max UpIIft4=-130(LC 8), 2=-280(LC 8). 5=-232(LC 8) Meat Grav4=155(LC 13). 2=351(LC 2), 5=387(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/330 BOT CHORD 2-7=4551700, 6-7= 455!/00 WEBS 3-6=-807/524 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purifies. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed cuing truss erection, in accordance with Stabilizer Installation oulde. NOTES- 1) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft1 L=50ft; eave=6h; 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 psf bottom chord live load nonconcurrent with any other live loads. r F I r 3)' This truss has been designed for a live load of 20.Opst 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. \\\ -^ P,S A. 4) Refer to girder(s) for truss to truss connections. �� C E N 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130lb uplift at joint 4, 280 lb uplift at joint 2 ��` ' V\ and 2321b uplift at joint S. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 39: 7) 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 ATE; Uniform Loads (pll) = O. Vert: 1-8=-44 Trapezoidal Lods ,n •.•,C P `� O R i�''�s •< � O'•'• �\% Vert: B==PP, 8- - 2 =22)-to-4IOB(F=-32, B=-32), 2=-1(F=5, B=5)-to-65(F=-7, B=-7) O(F2 `.* 'DNA11111111 FL Cert. 6634 April 20,2015 ® WARNING -Verity design paramelera and READ NOTES ON THISAND INCLUDEDMI]EK REMRANCEPAGEM1A1473.e .. OWSA?015BEFORE USE Design valid for use ory with MRek connectors. M design h based only upon poramaterssnovm and is for an lndlNdual bullciing component. �� Appi'.coUlry of design parameters and proper incorporation of component b responsibility of budding designer -not fnrss designer. Bracing shown Is for lateral suppod ofkWMdual web members only. Addlibrwltemporaybwlngtolw estaMilydurhgconihucibn5lherespo bUiltyofthe MiTek' erects. Additional pelaylent bracing of the overall stmchrte 51he resporadxilty, ofll»Maing designer. For general gWdace, regardN fabdcatioa quality conhol, storage. dellvery. eredlon anal bracing. consult ANSI/rPl1 Quality Criteria, DSB.69 and BC51 Building Component 6904 Parke East BNd. Safety INmmaflon available Rom Luss Rote Insflbte, 781 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tatar , FL 3361 D Job Truss Truss Type cry Ply 70'Cmlon ElevD T7006054 m11324 KJA MONO TRUSS 2 1 Job Refer- roe a tional Chambers Truss, Fon Pies., FL 3x4 = 7,620 a Mar 27 2015 MiTek Industries, Inc. Mon Apt 201526A92015 Page 1 ID:_1kfiGCA6bx7j2Sy1 HDXFw7ye3KX-Jh41s_OOMFjgWpwhS073Zg8aBdfGBemc_zeBE6zOoO4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (Ioc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 ,Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.11 VeTCTQ -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2010rFP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=129/Mechanica1, 2=186/0-9-11, 4=34/Mechanical Max Harz 2=97(LC 8) Max Up11113=-124(LC 8), 2=-159(LC 8) Max Grav3=133(LC 13), 2=186(LC 1).4=69(1-C 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 342/134 BOT CHORD 2-4=-199/364 Scale = 1:13.9 PLATES GRIP MT20 2441190 Weight: 2011b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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=4.2psh BCDL=3.Opsf-, h=1211; B=4511; L=50ft; eave_61C Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsl 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. A.' 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 3 and 1591Is uplift at �� Q`V` • • E N, joint 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. `�� `,••�,V() 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 393 LOAD CASE(S) Standard 1) Dead +Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-3=-81(F=-14, B=-14), 5=0(F=5, B=5)-to-4=-15(F=-3, B=-3) •• ATE :•�/� ��.t1�.•CpR)OP.�`�. FL Cert. 6634 April 20,2015 Q WARNING-Verltydeslgn parameters and READNOTES ON TNISAND/NCLUDEDM?EKREFERANCEPAGEMl47479rev. DY MISBEFORE USE Design volld form oNy Min Al connectors, Rils design is based only upon paramofersshow antl is for an individual buldw component. Applicabtily of design parameters and pfoper Incorporation of component is responsta llty of building designer -not truss designer. Bracing shown Is for lateral support of inct0d ral web members only. Addilbr femP oW bfmhg to Inaae stab ltydruing const=llon h the respondbtllty of the MiTek' erector. Adddiotal permanent bradW of the overall structure h the responsibility of the b king dasoner. far general miidarxe regarding faMolfion. quality control. storage. delivery, -recto. and bachg. cobaut ANSIR8116ua0tyC,Iterlo,DSB-89 and BC51 Building Component 6904 Parke East BNd. Solely Information mutable from Truss Rate IMM11 e, 781 N. Lee SUM, Sulte 312 Alexandria, VA 22314. T.W., FL 33610 Job Truss Truss I Yoe Oty Fly To' Camon EW D T]006055 m11324 KJB MONOTRUSS 2 1 Job Reference (optionep Chambers Truss, Fort Planes. FL 7.6205Mar272015MReklndustries,Inc. Mon Apr2015.26:502015 Paget ID:_MiGCAebx7j2Syl HDXFw7ye3KX-nteO4KP27Zrh8zVtD7el62gm9179t5OmDdOkmyzOo03 -1.2-9 4-11.9 1-2-9 1 4-11-9 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL In (too) Vdetl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ve it -0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a IVa BCDL 5.0 Code FBC20l OfFPI2OO7 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=88/Mechanical, 2=148/0-9-11, 4=24/Mechanical Max Harz 2=75(LC 8) Max Uplift3=-82(LC 8), 2= 139(LC 8) Max Grav3=88(LC 1), 2=148(LC 1).4=53(LC 3) FORCES. lib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Seale: 1 •=1' PLATES GRIP MT20 244/190 Weight: 17111 FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=4511; L=50ft; eave=loft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 3) • This truss has been designed for a live load of 20.OpSf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ` „L A�rI� , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82111 uplift at Joint 3 and 139111 uplift at joint ,`--% S n 2. 6) Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ��,,0\V`.'"" A<e'�,i 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ........ G E .... 5+'• i�� LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-3=-67(F=-7, B=-7), 5=0(1`=S, B=5)-10-4=.12(F= 1, B= 1) 3938 • ATE ' �/� FL Cert. 6634 April 20,2015 ®WARNING - Vedlydeslgn paramalars and READ NOTES ON MIS ANDINGLUDEDMITEKREFERANOEPAGEMII.7473rav, OVISGOISSEFORE USE ■ Design valid for use, orgy oath Mrek connectors. Tin design is based only upon pammeten, Mown and is form inchAduel bullring component. Rol Applicability of design paameters and proper lncolporaflon of comperrent is responsibility oftxlliding designer -not lmos designer. Amon) shown Applicability Is fof lateral �m of Individual web members orgy. Additional temporary bracing to Insure stability daring construction is the responsibility of the MiTek' erector. Atldtlond permanent Ixackg of the overall stmek e b line resporagltyof tin b dng desgwr. Fmgenerd gWck=e regardW fatxlcaliom qualitycontrol, storage, delNeiy, emotbn and bm hg. consWI ANSIITPI I Quality Ontario, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ava6dAe from Trusa Hale Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tanpa, FL 33610 Job Truss Truss Type Oty Ply TO -Cation ElevD T]006066 m11324 MV2 VALLEY 1 1 Job Reference (optional Chambers Truss, Fort Pierce, FL 3x4 7*620 a Mar272015 Milex lnduslnea,Inc. Mon Apr 2e 15-26:512015 Pagel ID:_MiGCA6bx7j2Sy1 HDXFw7ye3KX.F3CmHgPguszXI744agAXeFDywGMgcXGvSH7Hl zOa02 4.00 12 LOADING(psf) SPACING- 2.0-0 CS1. DEFL In poc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) We - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(fL), n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Hoa(TL) -0.00 2 n/a r/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=35/2-0-0,2=30/2-0-0,3=6/2-0-0 Max Harz 1=21(LC 8) Max UPI If11=-20(LC 8), 2=-30(LC 8) Max Grew I=36(LC 13). 2=32(LC 13). 3=17(LC 3) FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 gla) or less except when shown. Scale = 1:6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. 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.Opsh h=12ft; B=4511; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. r f fit, 5) Bearing at joint(s) 2 considers parallel to grain Value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity `�t"11 of bearing surface. %% , P,S A• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201to uplift afloat 1 and 301to uplift al,�% O\V`•' G N 2. �% , .. E 7)'Serri-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. A:/•/ T_t�/�+ �l (� ATE :4( OR1 :bb rnnn�� FL Cert. 6634 April 20,2015 A WARNING -Verify des/gn per meram and READ NOTES ON MIS AND INCLUDED MITEK REFERANOE PAGE M*71" rev, 02/Ifi2015 BEFORE USE. Design valid form only with M6ek connectors.,Ws design b based only upon Paramefers shown, and is for an lnolvldual building component of and component Is of �ydesigner - got truss wn of i•�f idualwebmemb�m Only. Addilloof IsfwaordwpponlAilly ofhtllvameters nal tmporay Wracingnt iilnstyire 5loWlldurhg consfmcibn Ls the respontlb911 the MiTek• erector. PtloltlonalpermarenibracirlgollMoverollsllucareklherespax•IDIIlryoflheMRNsgtleslgner.ForgerreralgWdanceregordNg fabication. quality control, storage, delivery, erection antl brachg, consult ANSUTPl1 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke Eav BMd. safety Information available from 1rAs Rate institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tarry+a, FL 3W10 Job Truss Truss Type Cy Ply 70'Carton ElevD T700605] m11324 MV4 VALLEY 1 1 Jab Reference (optional_ Chambers Truss, Fod Pierce, FL 3x4 40-0 7.620 s Mar 272D15 MITek Industries,Inc. Mon Apr 2015:26:612015 P.geI ID:_kfiGCA6bx7j2Sy1 HOXFw7ye3KX-F3CmHgPguszX1744aWeFDwOLOcXGvSH7Hl zOoO2 3.4 II Scale = 1:9.5 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0.0 Plate Gflp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TP12007 C51. TO 0.22 BC 0.13 WB 0.00 (Matrix) DEFL In Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.00 Qoc) Udell Ud - n/a 999 - PIG 999 n/a nfa PLATES GRIP MT20 244/190 Weight: 12lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=95/4-0.0, 3=95/4-0-0 Max Horz 1=56(LC 8) Max Upilitl=-54(LC 8), 3= 72(LC 8) Max Gravl=97(LC 13), 3=102(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.0psC h=12ft; B=4511; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss 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.Ops1 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. 0\ 5) 9 rovide mechanical connection (by others) of imss to bearing plate capable of withstanding 541b uplift at Joint i and 721b uplift at Joint ,`,�.�P.S• A• .q�e ,� 6) "Semi -rigid pitchbreaks including heels' Member end IWry model was used In the analysis and design of this truss. `�� ••�\ O E N S ••• .--L 3938 •L O .•. ATE : �<U FL Cert. 6634 April 20,2015 ® WARNING - Vern ydeslgn Parameters andREAD NOTES ON TNISAND INCLUDED M(rEKRE£ERANCEPAGEMX71"rev. O""DIPBEFORE USE Deslgn valid for use onlywlth MRek connectors, Ws design IS used only upon parameters sbown, and h form Ind Adual brtllding component. ApplicatAlly of design parameters and proper lncorpormlon ofcomponent is responsLLkllty, of bantling desgner- not inrss designer. Bracing shown ■a K for lateral support of In fivIdual web members only. Aadilkmal lemporary bracirxl to Inure stability during construction K me req orelb9111y of Irv, MiTeW eraciw. Addlionolpeimorenibadrx)oflhaoverollsinrcNrelslneresporss091yofihebIDmngtleslgner.Forgererdguidonceregatling foDdcatbngWlty cnnhol.storage, delNery. erectlonaM brochg,con991 ANSI/TPI16ualy Criteria.DSB-39 and BCSI Building Component 6904 PaAe Ent BNd. Safety Inforreallon waralxe from Tnm Rate Inslllule. 781 N. Lee Sheet, suite 312. Alexontllia. VA 22314. Terry., FL 33810 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 13 /" Center plate on joint unless x, y offsets are indicated. 6u48 dimensions shown in ff-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss _ 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. See BCSI. 0 1/lar cl-2 c2� 2. Truss bracing must be designed by on engineer. For WEBS Cry 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor l 0 O �� c bracing should be considered. G yn Upy O= 3. Never exceed the design loading shown and never Inadequately braced trusses. o_ 3 a O stack materials on � 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate era car �d BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-IA4' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes busses will be suitably protected from `Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9' Unless noted this design is not licable for ICC-ES Reports: use with fire retardant. preservative treateressly d or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation antl location dimensions indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and ^� in or respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the 13. Top chords must be sheathed or purlins provided of output. Use T or I bracing spacing Indicated on design. if Indicated. 14. Bottom chords require lateral bracing at 10 ff. spacing. BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only, ® 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. Industry Standards: W1, ANSI/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. a is not sufficient. BCSI: Building Component Safety Information, k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, I ANSIRPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 COMPLETED ON: DESCRIPTION: BEING ALL 143 MEDITERANEAN NORTH, OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, 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 A = DELTA OF CURVE R SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. II 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO283 J, EFFECTIVE DATE FEBRUARY 16, 2012. 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 MEDITERRANEAN NORTH HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUW, 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. PERMIT it /J2)4 20' ASPHALT ROAD MEDITERRANEAN BOULEVARD NORTH m w zo.ea AVERAGE OF FORMS P FORMS ELEVATION=18.02 1.81' ABOVE EDGE OF PAVEMENT_ PAnO `TOP OF BANK \ 0 z In S St. L Upie Co.�� Da9P ln�S� APred II (31z� RECEIVED NOY 03 2015 1"=30' AMANDER J. PIAZZA PSK INC. I CERTIFIED TOWYNN: CORPORATION :11-02-15 Surveying • Mapping " Consulting ; AWN: CJM 619 SW Biltmore Street Port St. Lucie, Florida 34983 B NO.: ® Phone: (772) 340-7770 15-2214 1Bn280 Fax: (772) 340-2250 WG2015\15-2214.dwg, 11/2/2015 1:0724 PM E: 11-02-15 ALIXAND J. PIA Professional rwyor & Mapper Florida CcrNOcate No.: 6330 .1