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HomeMy WebLinkAboutSUBMITTED PAPERSFICE IONLAND rSE TOWNSHIP RANGE MAP NO. USE LOT CVG %TAZ NO. NG FLOOD ZONE FIRM MAP # 1sT FLR ELV MAX HGT OCCUP TYPE MAX OCCUP # OF FLRS CONST TYPE SPRINKLERS STORMWATER WATER SEWER LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT APPROVED (before 1/90) 1/90) REQUIRED - ..::..:..........::.::: _ _ PARKS IMPACT FEE PERMIT FEE ...................... ADMINST LIBRARY VARIANCE IMPACT FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE IMPACT FEE AREA (RADON) SCHOOL GROSS ROAD CREDIT Y N TOTAL ROAD IMPACT FEE IMPACT FEE IMPACT FEE DUE pp N = - - - T AL O T. SCHOOL CREDIT CRE Y SCHOOL IIvfP A CT FEE - - _ _ - - - 1M P A CT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIItE MISC FEES ADDITIONAL Y N SPECIFY TOTALI of ALL PERMITS FEES REQUIRED PLANS MISC. VEGETATION SEA TURTLE MANGROVE REVIEWS ZONING ZONING REVIEWED BY EXAMING DATE COMPLETE INITIALS SATE FILED: PERMIT NUMBER RECEIPT NO.: _— LAN REVIEW FEE: RE CERT. CAP. NO.: :ONCURRENCY FEE: RECEIPT NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED LSE. COC, :. i St. Lucie County Building and oning 23o0 Virginia Avenue r Ft. Pierce, FL 34992-5652 0R1DP 772-462-1553 SCANNED BY St. Lucie CountXPPLICATION. for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE 1- LOCATION/SITE ADDRESS: 2. 3. 4. 5. 9. 10. 11. 12 . 13. 14. 16 PROJECT INFORMATION SITE PLAN NAME: PROPERTY TAX ID #: LEGAL DESCRIPTION (attach extra sheets if necessary): rt io ccn 26, Tnwnchin -16c* and Range 40R 6 PAGE 8. LOT 7. BLOCK PLAT NO. NO. BOOK NO. CRES/5 PARCEL SIZE: A FT- LOT DIMENSIONS Q DESCRIPTION OF CONSTRUCTION PROJECTORWORKACT=Y: Sing1nfame_ ieslden^e n n —_ _ . ,,I --z,—> .J�c.� QQL'rS BACK: t 1 LEFT: 4 SETBACKS (ACTUAL) FRONT: IDE�z7� �e SIDE TYPE CONST RUCTION (Check all appropriate boxes) � ] [ ] INTERIOR RENOV AT I [XI NEW CONSTRUCTION EXPANSION/ADDITION RESIDENTIAL [ ] CONRCIAL ]INDUSTRIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: 15. Sq. Ft. I st Floor, Sq. Ft./CONSTRUCTION: 0 VALUE OF CONSTRUCTION - $ to determine the amount of question or modify the The value of construction is dusedemonstrated that the submitted figures are notees to consisten with similar types f onstru lion acive, assessed. St. Lucie County reserves the right ities. If the a>ue s $2500 or a` value of construction if it is RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 r CERTIFICAIjbON: ®WNER INFORMATION NAME:..IJ .• ADDRESS: An? FA CITY: vet S-t- -L C i a STATE: P'L ONE 7 7 (DAYTIME): , )A 7 S 5 13 - email: H P IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): STATE: m CONTRACTOR INFORMATION ST. of FL REGJCERT #: rrrn -i - 9 9 ST. LUCIE COUNTY CERT #: 1) 8g9 8 BUSINESS NAME: W)znne j1evelopment --QUALIFIERS-NAME:. _ _ _ _-- - - -- ADDRES S: CITY:STATE: FT ZIP 349r,2 PHONE (DAYTINIE): C77y R 7 R_ S 5, 13 -` FAX NO: r 7 7 71 a 7 Q_ 7.6.5 6 email: ARCHIT/ENGINEER:. — • • — • ADDRESS- .. Ave CITY: s:tuat PHONE (DAYTIME): (—) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: jj!T ZIP 34996 STATE: STATE: 0 0 IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certific ate of c if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit ari work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, I AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, ac structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to ano th residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND T OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO RECORDING YOUR NOTICE OF COMMENCEMENT_ NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THI PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACH CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SU TO ATTACHMENT. OWNER'S AFFIDA STATE OF FLORIDA COUNTY OF :Sfi T.» r- i e I certify that all the foregoing information is accurate and that with all applicable laws regulating construction and zonin� The foregoing instrument was acknowledged before me this % day of ®C-+ , 201Z by M a t i- h ph r,= l Uynff4o is erp s�onal_ly known or who has produced as identification. Signature of N40ary STATE OF FLORIDA COUNTY OF �q_,T��a:2 done in corn The foregoing instrument was acknowledged before me this � day of o0c�;T- 20!Y-, by Matthew T. l A w� who is e_p rely know me or who has produced as identificatioi, Signature of No y S o �2oTLG 6�njr� /J A sr� ,�,r a je-6`rn y Ae!! ru �i4 SeC rN Type or Print Na o , Ty DOROTHY ANN BASKIN oSaar'n'�e",,� DOROTHY ANN BASKIN • os_ Notary Public - S �f�lorida' Commission NO. ?2°+ *`� = Nrg$�blic -State of Florida Cot� » .: ct 2016 • , . • is My Comm. Expires Oct 2, 2016 Commission # FF 015226 T `O�. o-;� Commission # FF 015226 �FOFF�°•'� ��IEOFFS°�� W Bonded Through National Notary Assn: Bonded Throu h National NStar Assn. • .EACH SIGNATURE MI B NOTE: TWO ( s THIS BUILING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR 11 THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. =��TITAN CONCRETE Materials for Life* gMncreW "Thank you - We appreciate your business" Pe A 0.4 of 4-(- 0-'s FORT PIERCE 4199 SEI_VITZ ROAD FT PIERCE, FL 34982 W Ticket no. 28688G- Delivery date I Plant Truck Driver Truck size Type job' G � 1 / 0 ? ' r C L? l tl,4 C I LCHR I ST, DUANE 1121. �i I SLAZI OI~ Customer no. Customer name Zone CD I 9tZi00453 5 I RODNEY HALL CONCRETE CONST r T-` Tarmac project no. Customer P.O. no. Order no. Terms code 1-Charge delivered 9-C.O.D. Time due 44 1,031 I 10433 4 21Charge FOR 4-C:0.1) -F.O.B. ' 0 7 ;; 17"12 Delivery name and address Lot Block County ST LUC I E COUNTY 10 FLORIDA WAY, PORT ST. LUC I E Instructions SPAN I SH LAKES 1 0 ' OFF U S/ 1 SOUTH OF PR I MA V I STA TO SPAN I SH slump LAKES RD, T/L TO N. MEDITTERANEAN BL.VD, T/R TO FL.A. WAY. BLVD. 5. Oft Quantity ; � Product u/M� Unit price ; � Amount ��� I Load Cumulative Ordered Code Description 1171. ► 0 : ib. Oi7_i 30 00 CAP 53R l 025iZ 0 V 57 CY ICA. 00 10GI901 --MASTERFI%ER 1470 .75' CY 1. 00 80G i00'7 FUEL SURCHS LD J.. 00 801014 ENV I RON SURCI-fO LD s 0 �3 d� vo . Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant �g Subtotal Sales tax TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: Gallons of water added: Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly No. Authorized and received by' ❑ Yes °' No ❑ Yes ❑ No 9 6 2 6 8 8 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 . IR I IMS Not Correct PN I0TP111Af`0 nllw TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment teens: Net the last day of the month following the month of delivery, without' deduction, retainage, set off or charge backs. A cash discount of I % 1011 proximo may be deducted if no previous balances are past due. Interest at the lesser of P/2% per mrionth or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled.portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum. load for each delivery is P/2 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide, suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for hill 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 tune; (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. S. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, iNC:LUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. T1IE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER TH1S LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on' behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading frgm 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 rot 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 or water/ce_uent ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written Notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WiLL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECiAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITII ITS OBLIGATIONS. SELLER'S LIABILITY FORANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 1.4. 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 ofttlus Contract will be severable and enforceable to the extent permitted by law. '1. V1 &RNING, CAUSES SKiN IRRITATION -INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FR.F.SHLYMIXED 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 A1' WWW.TTI'ANAMERICA.COM. Rev'd 2-08 fPia!En!i�ii�eg Deev+ellopment Services Buillding & Coda RequDaUG n Di4f6§i®P� 2300 Warg5afla Ave I;+art PUeVcer Fl.. 34982 772-462-2172 Fax 772-462-6443 CERTIF ATE OF TERMITE TREATMENT CONS°f>'3UC710M SOIL TREATMENT PERMIT : L I I I a- 0153 30B ADDRESS: ' BUILDER/CONTRACTOR: PEST CONTROL. CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the,above described construction for subterranean termites in accordance with the standards of the fVational Pest Control Association. s� Square feet if area treated: r Chemicals used: Percentage of solution; �° ® ro Q' Total gallons used: I b Date of Treatment: , 1 L 3 I Footing 11t Treatment Re -Treat Driveway y 15t Treatment Re -Treat Other 11t Treatment Re -Treat Time of Treatment: __zsiab 1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Fi al Inspection Signature of Extermina r !, Note: There must be a completed form for each required treatment or re -treatment and this farm must be on the job site to be picked up by the Inspector at time of each inspectlon or the scheduled inspection will fall and a -re -inspection fee charged. P�Ca�4.�.� Centificateofprotecuve Treatmentforpreventionofterm#es. A weather reslstantjol�sitepostingboard shall be provided to receive duplicate Treatment Certificates as each required protective lies The Treatment providing a copy for the person the permit is issued to and another copy for the building permit Certificate shall provfde the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentrat9on and number ofgallons used, to establish a verifiable record of protective treatment. If the soil c/lemical barrier method for termite prevention /s used, final exterior bWtment shall be completed prior to final building approval. St Lude County !requires for the ff nBll isns�e�i®en for CC, a l�erna96a�ent SftAeke�' to bp-placedan the eiedricap panel box cover, iistI ng api the treatments and dates of appiicaltiO nsw JOSEPH E. SMITH, CLERK OF/ CIRCUIT COURT - SAINT LUCIE COUNTY" FILE # 4005328 OR BOOK 3(,- PAGE 241, Recorded 10/17/2014 at 1 AM AFTER RECORDING -RETURN TO: PERMIT NUMBER: L is i.•s¢r� W to rr:....lim; 4o : J r NOTICE OF COMMENCEMENT ^ The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 71 3, Florida statutes the following information is provided in the Notice of commencement. /11 I. DESCRJ'TION OF PROPERTY (l..cgal description and street address) TAX FOLIO NUMBER: 3,Qt9 — r70 1 —1 7 0 1 — 000 9 n Spanish SUBDMSION BLOCK TRACT LOT BLDG UNIT Section 26, Township 36s Rance 40F. 2. GENERAL DESCRIPTIONOFIMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S- US1, Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1 Suite 402 PSL FL 34992 772-87fi-9911 1 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 1 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by ..,, —/J Section 713.13 (1)(a) 7.. Florida Statutes: 201-8418 .Brantley 1 Silver Oak Dr. PSLr FL. NAME,AODRFSSANDPHot�NUMBER:Doug S. in addiuon to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) • 20_ Matthew Lyle Wynne Vice —President v Signature of Owner or Print Name and Provide Signatory's 7illdOlTice Owner's Authorized OtTicer/Director/Partner/Menager State of Florida County of S L• i i r' l e The foregoing instrument was acknowledged before me this _day of O c , fix-• _, 20 `> By Matthew Lyle Wynne ,as V1 e ekeslbeNT- (Name of person) (Type of authority... e.g. Owner, officer, lrustcc, attorney in fact) ForWynne Building Corporation . (Name of party on behalf of whom instrument was executed) Personally Known— produced the followin ty a of ID. DOROTHY ANN DASKIN `' Notary Public - Stale of Florida R$!C/� Q _ My Comm. Expires Oct 2, 2016 �-rrN ,EJ - r rJ,� Commission # FF 015226 (Printed Name of Notary Public) (Signature of No Public !"'' i �''f ° �li�6ondad Through Nallansl Nalary Assn. Under penalties of perjury. I declare that I ve read the foregoing ,and hat the facts in it are true to the best of my kno%vledge and belief (section 92.525. Florida Statutes). _ w (s)orO;�nersAut�horizOCicerSig/DirectorfPartner/Manager who signed above: gy. By Rr. asnasomta.ro,a,�u STATE OF FLORIDA ST. LUCIE COUNTY THI TO CERTIFY THAT THIS IS A TRU A D CORRECT COPY OF E ORI N L. E S I ERK 8 ty Clerk OCT`� 17 2014 Date: St. Lucie County Building -& Zoning ..F�Ivll: 2300 Virginia Ave ' Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne'Building Corporation will be using the following sub-contractorsfor'the (Company/Individual Name) project located at (Street address or Property Tax ID It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie County. Trade --.Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045• ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFc057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496' RC29027087. Gas IIPERMIT NUMBER: I I ISSUE DATE: I II 06/18/2014 15:29 77287,` — = �56 wyNNE BUILDING CORP i 1 "- --• -- PERMIT # ISSUE DATE PLANNING & DEVELOPM(ENT SERVICES Nff '�' Building & Code Compliance Division BIIILDUg(;'PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number(1fapphcable): EIt0009416 S&W Electric have agreed to be the (CoMpany Narnelindividual Name) EleCfri cal Sub -contractor for WYn�eVelopment Corp. (Type of Trade) . (Primary Couvactor) For the project located at ",C) . \ (project Street Address or property Tax ID !!) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Depariment 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 thc Contractor's License) ':�TG7: AaZ)IZEl,D SIGNATURES ARE IREQUMED Business Name; Saw Electric A,ddmss: 501 W. Coker Rd. City/Statc/Zap: _rox± pierce • FL 34945 Phone: 1 '7 -7 7iAAA-9466 email: Law xonce-Stubbs SI<GNA,TUiRE PU14T NAlV1JE DATE STATE OF FLORIDA, COUNTY OF a`-21 LU.Li42- THE FOREGOING INSTRUMENT WAS SIGNED ]BEFORE 11O THIS `n, DAY OF ��yC�\��� . 20\\ BY �F) l6 )I�� Il CQ U � C WIfO IS PEIRSONALLY XNOWN OR IRAS PRODUCED SIGNATURIE OF NOTARY PU13LIC SLCPDSt 12/1612013 AS IDENTIFICATION. (✓ Q J'1 k-&6AQ,�? (STAW) PRINT NAME OF NOTARY PUBLIC •t,�::y�. LAURA R. CUBBEDGE 4 Commission # EE 209915 ,, Expires October 21, 2016 F e` 8adedTlwTmyFalnlnsu2rae8003857010 P,o r 07/30/2014 16:03 77287�^'=56 WYNNE BUILDIt;7—CORP PAGE 02/02 PERMIT# I I ISSUE DATE I'LANNXNG & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. _ 26401 State of Florida Certification Number (If applicable): CFC1 42.8A,58 IA nclguist Pl•umbinq have agreed to be the (Company Name/Xndividual Name) __Plumbing Sub -contractor folwynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at NN�C"N ���C� (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned ,project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the rndividual shown on the Contractor's License) NOTe+ RM EID SIGNATURES AXE R EQUIRtID Business Name: Lindquist Plumbing Address: _1185 Sneed Rd. City/State/zip: Phone: (7771 461 _1 qhg_ email: SIGNATURE PRINT/NAN M DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED REFORE ME THIS 7r DAY OF �G� i5 EEC , 20" BY b C"S B _ WHO IS PERSONALLY KNOWN �� OR RAS PRODUCED ASIDENTIFICATION- SIGNATURE W NOTAOY PUBLIC SLCP)DS:12/16/2013 (STAMP) �eoYrl �f NW ,t3A3�r.J PAINT NAME OF NOTARY PUBLIC DOROTHY ANN BASKIN �r , ; Notary Public -State of Florida . ; �+ • My Comm. Expires'Oct 2, 2016 Commission # FF 015226 ........... Bonded Through National Notary Assn. 07/30/2014 16:04 7728787656 WYNNE BUILDING CORP PAGE 02/02 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 8 2 8 R State of Florida Certification Number (If applicable): CAC 0 2 4 3 7 9 Comfort Control of St. Lucie County, Inc. have agreed to be the (Company Name/Individual Name) air conditioning Sub -contractor for Wynne Development Corp. (Type of Trade) (,Primary Contractor) For the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation, with the above mentioned project, I will immediately advise the 13uilding 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) NOTARIUD MNATUM APE REQUIRED Business Name: Comfort Control of St. Lucie County, Inc. Address: 1501 Riltmore St City/State/Zip- Port St. Lucie, FL. 34983 Phone-41 :) 7 lI — aA1-9 email: parryZ,immprman PRINT NAME DATE COUNTY OF Sk I t ct -e. THE FOREGOING INSTRUMENT WAS SIGNED 8EX•ORE ME THIS"+N DAY OF Z� S`, . 20\'-1 SY '7(5 ca.rru 7 , r^nrr,er-r__J C ✓ ) WHO IS PERSONALLY KNOWN V OR HAS PRODUCED AS IDENTIFICATION. (STAMP) •� n '• SIG :A,TURE OF N TARY PUBLIC PRINT NAME OF NOTAR UBLIC ao�'4�, Notary Public State of Florida Jennie Knight SL PDS: 12/16/2013 'e` MY Commission FF Owes of n� Expires 08/15/2017 PERMIT # ISSUE DATE PLANM NG & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucre County Contractor Certification Number: 19 4g 6 state of Florida Certification Number (If applicab)e): RC? 9 0 2 7 0 8 7 - Treasure Coast Roofing. LLC have agreed to be the (Company Name/Individual Name) Rp(5fing Sub -contractor for Wynne bevelapment Corp (Type of Trade) (Primary Contractor) 1 For the project located at \, (project Street Address or Property Tax I'D #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, Z will immediately advise the Building and ZoningDepartment o£ St. Lucie County by filing a Change of Sub -contractor inotice. (lxorrn: SLCCD'V (No. 004-00) BUSINESS (1TJALMER (Name of the Individual sbowm on the Contractor's License) NOTARIZED SIGNATURES ARE INQUIRED Business Name; Treagure Coast Roofinge LLC Address: 1 816 H' 1 more St City/State/Zip: 'Port: St Lucie, FL. 34984 Pbone: (7 7 2) 3 4 3 —8 3 0 8_ email: _ Brian Maloney R_G_NATUW PRINT NAME STATE OF FLORIDA, COUNTY OF Luc- r HATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OP BY r � 6-n J 1 I l \ WHO IS PERSONALLY KNOWN OR HAS r1cuiLiview AS IDENTIRICATION. M��co SION NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/10013 (STAMP) ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:\Q� ;;\\k Part of 3414-501-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged no.r liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the imme Matthew Lyle Wynne Property Owner Name STATE OF FLOR'IDA, COUNTY OF St. Lucie ACKNOWL-EDCED BEFORE ME THIS DAY OF BYMatthe'w Lyle Wynne WHO IS PERSONALLY KNOWN TOME ORWHO'HASPRO DUCED SIGNATURE OF NOTARY IDENTIFICATION. TYPE OR PR)NT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER 930 OROTHY ANN BASKINotary Public -State of Flor ay comm. Expires Oct 2, 2016commission # FF 015226nded Through National Notary Assn. Jul 281501:14p EVICT -A -BUG I' 11TE(PEST 1-772-340-5990 p:1 r; ;;v •-•g _ •- Planning & Development Services Building & Code Regulation at Division • 7-300 Virginia Ave - Fort Pierce, FL 34982 772-462-2372 Fax 772-462-6443 CERTIFICATE OF TERM TE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT BUILDER/CONTRACTOR: PEST CONTROL CONTRA( PEST CONTROL LICENSE We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest: Control Association. Square feet if area treated: Chemicals used: f(! Percentage of solution: LJ Total gallons used: U Date of Treatment: ; �� Time of Treatment: I 0 Footing 1't Treatment Re -Treat Driveway Treatment Re -Treat ther 4 ��'' . 2 t Treatment fte-Treat Slab V Treatment Re -Treat n -Treat l` for Firio Inspection Signature of Note: Them mu& be a completed form for each required tr,.a&nent arre-treatmentand th/s fprm must be on fire job sYl2 to he picked up by the Inspector at trine of each laspectfon cr the schecfuled!Wecffon w1l fail and a•re-#up&torr fee tharyed. FBC104.2.5 CertrfirateofPttectiva Trea&nertforpreuaodoaofterfl tes. A weatherresrstant,7aftsitppastingboard Shall be provided to receive duplicate Treatment CertiFcafes as eao5 required proteztve treatrnentrs compleMd, providing a copy for the person the permit cs Issuad to and amb"l --r copy for ttJ& btilft g permit fifer, The Treatment Certificate shall provro's the product riser!, Identity of the applicator, time and date of the treatinant sit- locat bn, area (,-eared, chemical used, percent camrertratron and number ofyallons u51, to est-w1sh a velha6le record of pratertYve treater ni If the sail dremicat (a�rne.� method for termite preventivo rs used, final avWn'or &ffltrneo shah' be completPdpnor to fins! building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to The placed ors the electrical panel box cover, listing all the treabnents and dates of applications. KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBAS T IAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION ITEM TESTED TEST LOCATION OF SAMPLE December 18, 2014 14100352 Wynne. Development Corp. 10 Florida Way Spanish Lakes I Port Saint Lucie, Florida Compacted Foundation Fill JOB # : 142239-1 d/ES/km DEPTH *PEN DRY MAX. DRY PERCENT READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 109.1 113.0 96.5 2. N.W. 38 108.6 " 96.1 3. Center 34 107.5 95.1 4. S.W. 40 109.3 96.7 5. S.E. 30 108.7 96.2 Soil Description: Brown Sand with Some Clay In Place Moisture: 7.6 Percent Optimum Moisture. 11.0 Percent Max. Dry Density: 113.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree14t,9"paction Meets MirN1 Cep 4P I r"I I n'aken fq.Natural Grade. eSpul� ift�d: Moisture - % of Dry Weight F .� ,E$ eler, E.: <v� RECEIVED DEC- 312014 FSc �� ucie County Building Department E-mall fdf rcimtty+@ispanishlakes.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 114.0 I I I I I I W I I I I I I I E I I I I I I I 113.0—..—.�.—.. �.._.—.�—.._�.._.. ..—.. I I I I I i I H I I I I I I T I I I I I I I P 112.0.. — -- �..—.I_.. �..—..+.._.. I I I I I I I C I I I I I I F 111.0 ..—.i.—.. i..—.. .._.�_.._i._.. ..—.. I I I I I I I D I I I I I I I R 110.0..—.I.—..4.—..1-..—.�_.._I._..�..—.., Y 8 9 10 11 12 13 14 15 4 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie Conn Date: Aril 2, 2015 Re: / Lot/Block: Address: 0 ..M or, a W� Project: The undersigned herebv certifies that insulation has been installed in the above describ d f 11 e ro erLy as o ON I. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum foil R-Valuc: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 10.251, X Fiberglass Blown Manufacturer: Owens Corning Rock Wool Blankets Density: Aluminum Foil 12-Value: R-30 JPolyurethane O en -Cell $FF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning .ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell S.PF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Valuc: Cellulose Loose .Fill Open Cell SPF 4.. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: JRock Wool Thickness in inches: 3s, Polyurethane Manufacturer: Owens Corning JOpen Spray -on Cellulose Density: Cell SPF R-value: R-11 5. Thefollowing have been insulated: .+'' "" • "' •.,� +�: MM064W • • w 2003 •lp ••A- BY It.• �afQxt�s "� �ry,� ti,} t. V JU lam W nne Building Co General Contract/Builder CBC1254041 Com eten t Professional Insulators of South, Florida, Inc. Insulation Contractor pe , Zn1, By. 3p Cup e�co n yG , P� Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucic County Date: Aril 2, 2015 Re: Lot/Block; Address: 10 Florida Way Project: The undersigned hereby Certifies that insulation has heen ins+allprl in tho ahn— .inen M.A 1. Exterior CBS walls have been insulated with: \ V W Lff AJ ■VL. Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: M Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board �flOther Polystyrene 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 90.25" X Fiberglass Blown Manufacturer: Owens Corning Rock Wool Blankets Density: Aluminum Foil R-Valuc: R-30 Iftlyurethane O en Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches; 9.S" X Fiberglass Blankets Manufacturer: Owens Corning 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 SFF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane .Manufacturer: Owens Corning Spray -on Cellulose Density: Open Cell S.PF R-Value: R_17 5. The following have been insulated; 00/1'��r .• +.,;,g+.. Wynne Building Corp.• General Contract/Builder�• M �: 2ii'li3 ��',a•. CBC1254041 r�rT r r � r • r ', ���+��� ^� compatensy # Professional Insulators of South Florida, Ina Insulation Contractor ;04� j"t 0 St. 1�jc- ,W r7-/ivC ,e L,0unty. 1-1 06/16/2015 14:56 7728787,556 o0r-LarZa14 I5:29 772( '165f WYNNE BUILDING CORP PAGE 01/01 WYNNE SUILDIM RP PAGF- 02/03 'Mil I >CpRry SL Lude Cumty Rufftg 4& Zoning Depadment 2NO VirgWa Avonue Fort Vterce, FL 34932 772-40,216E F'ax"72-462-6443 Requat for 30-lDay. Temporary Power Release Date: Property Address: Permit Number.- \�e�.� `�� THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTIUCAL POW90 TO T ABOVE DESCRIBED PROPERTY, FOR A FERXOD NOT TO EXCEED TEURTY (38) IDAys, rop, THE PURPOSE OF ftS 1NG SYSTEM AND EQUIPMENT IT PREPARAT%ON FOR FINAL. 1WS7PECTION. IN CONSIDERATION OF APPROVAL OF TFM REQUEST WE IMOBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. Tnis tQrewporary power release is requested Apr ibe above stated purpose only, 2md'theree.un7l be no otempano of a" type, other,than that parmitted by constractioad during Ibis time petiod. Az witness by out sigo$tures, we Rkmeby so= to abide by all term and cmtditlms of this sgreen gut, IndU1003 Buildbg Division Polia y, -Web is ihtmpmted haft by r rmee. 3. Ah condidow aDd r; equirementS lis4d in the attached doeumemt entitled "Requirements Xor 30 Day Power for Te ag7lbaive bma fulfilled and the preneisae is ready fair col Villauci inspsetion. 4. All requests for an extension beyond ; O days must be made in v 4tius to the Ismo kM ()fficiai S99dog she rmo a for the request. Power utay by omoved ,from the site ang or a Stop Work Unlade imned if the Vinal Inspect ign has not bean approved within 30 days. A fee bf gfoo.00 will be required -to lift the Sivp Work Order. WE HEREBY RELEASE AND AGREE TO ROI,rI•D HARMLESS, ST. LUC$E COUNTY, AM THEIR EMPLOYERS -FROM ROM ALL LL4XI ITIES AND IDS OF ANY TYPE OF NATURE WHICH MAY AIRISR NOW OR IN THE rUTURE OUT TIM TRANSACTION, INCLUDViG ANY DAMAGE WHICH K&Y RE WCiJR� UE THE DISCO CTION OF EL ECrRIC � F � IN x z 14 OLA ON OF Tl AGREEMENT. 16— RECEIVED JUN 16 205 • Termite Instection • Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service • Whitefly Treatment 5Lj Christ is , 772-323-7921 Toll Free:. 1 -877-365-9990 Fax: 772-340-5990 Email: Evictabug@gmail.com 2373 SW Woodridge St. Euict-A-Bug Termite & Pest Control, Inc. • Licensed & Insured Llc. JB175775 `mvr Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Brdward 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 TIME DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME CONTACT PERSON godi"¢ C" �1 �� Agdnl; v Flofl STRUCTURE ADDRESS (LOTIBLOCK) _ r CITY, STATE; ZIP.CODE COUNTY r" NOTES TREATMENT TYPE/AREA ❑ FLOATING ❑ MONOLITHIC '�C]�PATIO ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ TAMP & TREAT , REAT ONLY ,A FINAL PRODUCTS <6'BASELINE .; ❑ OTHER ACTIVE INGREDIENT CONCENTRATION 'Y1.06%0 ❑ .12% SQUARE FOOTAGE _ ❑ GARAGE ❑ RETREAT ❑ POOLDECK t t ❑ DOMINION 2LACTIVE INGREDIENT YBIFENTHRIN ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER 5JO SQUARE FOOTAGE VERIFIED . mil❑ YES ❑ NO JOB READY CONDITIONS MET I LGl YES ❑ NO e rt O'MEA� SURED OR VERIFIED PER F DETAILS _', RIVEWAY ❑ BORA CARE TREATMENT ❑'OTHER ❑ TERMIDOR SC ❑ BORACARE ❑ STEM WALLIFOOTERS ❑ PLUMBING CUTOUTS ❑ ADDITION - -- -❑ DIS.ODIUM OCTABORATE TETRAHYDRATE GALLONSAPPLIED 1 �� . () 'LIP ��j'41 As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER 1 ❑ ELECTRICAL PANEL x El WATER HEATER fl,OTHER /-) I h U e%UiiC7(^ Payment Terms: Payment due at time of service RECEIVED MAY 1`2 g Date Applicator: (Evict A Bug Termite and Peet Inc.) 44 Date Customer (Property Owner or Agent) tP TITAN C43MCRET Thank you - We appreciate your business Materials for Life* Ticket no. FORT PIERCE gMcrete" 4199 sEL V I T" Z ROAD 289218 FT PIERCEg FL 3498E Delivery date Plant . Truck Driver Truck size Type job Q15l 8/1 8S8 1 &I11 �.OMINSUEZs LEON , 11. �I:! SLAB M Customer no. Customer name Zone Tax CD 90004535 I RODNEY' MALL CONCRETE CONST Tr--' Tarmac project no. Customer P.O. no. Order no. Terms code If harge delivered 3-C.O.D.. Time due 5 lrLP 103 1 I 312 �`j I 1. -charge F.O.B. 4-C.O.D -F.O.B. rli9 o JZF Delivery naLneaan 'LVJ'ETE COUNTY Lot Block County 10 FLORIDA WAY , PORT SAINT L_UCIE Instructions US71 SCIU f 10 ivir,ul i 8.KMI6V{wFIN 8tR Y! i.- TO R tat^ 9 e IJR;V .9 VE K I U Slump LEFT" ONTO SAN .JUAN LNo 5. Q Q )uantity _. �`Product`V4, ° W U/Ml Unit price f Amount Code Description 1210 CAI'05RIO2500 # r7 1M901 MASTERFIBER M70 a75t 80(1007 FUEL SUR HO 80 014 ENV I {SON SURCHS . r— CY i. Cy LD LD Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: Gallons of water added: Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval;, ted ❑sYes Ell o ❑ Yes Tested properly I No. � � � � � I Aut%ST U�/(�9 by � ❑ No X 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 !, RECE;': ED 1-:AY f 2 2015 Not Correct (`i ICTMACM rnov TITAN FLORIDA LLC TERMS AND CONDITIONS -OF SALE, ,t G 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. 'Phis Contract will be construed in accordance with the laws of the state of Florida. Foi.all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location. of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 1011 proximo may be deducted if no previous balances are past due. Interest at the lesser of Ph% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices 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 & to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through .Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; aii additional charge will apply to loads of less thanseven cubic yards. The minimum load for each delivery is 1.'h cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all. liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the`extent,caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not c •ncelled at IG4st one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not dell, jrable 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 WOTrants that its products will. meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute("ACi.") star—irds, when tested in. accordance with ASTM and evaluated by AC.I standards. Seller will repair or replace any goods supplied. by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHFR 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 FORT'II 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 responsibly to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum., which may adversely impact concrete strength. 10. Buyer will famish 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 or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be Batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during pmduction at the expense of Buyer. 1.2. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconfotming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WII.:L NOT BF LIABLE UNDER ANY CiRCUMSTANCES FOR ANY SPECiAL, INCI.DF..NTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDIT;G, WITHOUT LIMITATION, ANY DAMAGES REI..ATED TO DELAY, WHETHER. BASED ON STATUTE; TORT, CONTRACT, OR OTHE.RWISE,AND WHETHER OR NOT ARISING' FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO 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 FORANY 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 t'ac price quotation, with a copy to Credit. Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severabilit). The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each. other provision of this Contract will be severable and enforceable to the extent permitted by law. WARN1N_ : CAUSES SKIN iRRR[TATION - iNJURI.OUS TO EYES, CONTAINS PORT I { 1`7D CFME;' Z I?.R.ESHT Y M:iXED 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 WA'1'1:€, ""�D GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL, SAFETY DATA SHEETS (iVIS.DS) ARE AVAILABLE A71' www.TrrANAMERICA.00M. I Rev'd 2-08 KIT p "Thank you -We appreciate your business" Materials for Life 'Ticket no. 10erJ ga�ficrete,, L}1s r I V I I. F ICIT) tic:tr`.r7 Delivery date Plant �� Truck Driver , : Truck size Type job -05/08.415 E� HATCHER JR,, JES-IE Customer no. Customer name + Zone Tax CD `I0JC`I64535 C C?DNEY I ni—L felt ,GRETE LOWEST Tarmac project no: Customer P0.- no.. Order,no. ITI ms;.ode t-Charge dd ivered- 3-C.O.D. Time due r ` - In C GPI G r_ ' 2�Charge F.O.B. 4-C.O.D-FO.B. 1� Delivery name and'address I Lot Block County , ST L`XTE C,dJukltY, G !3Aid .3¢Je Pk L d' o , PORT Sad NT F: Instructions Us)'.I SGL17Fj 7Cl hiEl?:[T[ RRA►J Flh1 LaLVI�� "C/L =rII h:r:U'' 7/ VE:EW TQ` slump ' ! t_FFT "ONTO SAN ..TUAi\l ' --- — — $ U/M Unit rice Amount -} Quantity' - l Product . I p Load f qq .Cumulative S rderren { ,{ Cto+d7e--. , � �e �7escrnsptl�Roan ✓Jq b J K.�0 CAF 4JJr�l�,s.�►=J�+�12_1) 4 5>77 S V.,. 3 I c l k7i E'�9(- STCFt6 I B R 00 „ ° 4@I I00 7� I 1EL GURCtiC I O . r p A. 1=P.1�'- P 3N SliRCHG LD �.` O start discharge Finish discharge Leave job site Arrive plant r Load AR,ive job site g f Subtotal - 0 ; Sales tax • r _ TOTAL Additlonal'rvater added'to this concrete will reduce its strength. Any water added is at customer's risk: 1 � ,', - GallOns of Wafer added:,Gallons of water added: Gallons of water �_ ' I Amt of CY Retained: \ _Customer Approval r 4 + Customer Approval Customer Approval: customer Approval: Y _ r ' Tested ;Tested. properly No. ,_'+ Authorized a d�eiv�tl�y� - No �' lPcam' ,6 5 2 JO .J I %( D:N Lot: Safety is a Constant state of.rr ind, with j onsOble Block: everyemployee feeling resp i and empowere' -to-act to cause'him Address. ' Correct Not Correct and others to work'`safel,,y •on the elief that all accidents are preventable and - that zero incidents is -the only. goal: CUSTOMERCo?Y TITAN FLORIDA LLC TERMS AND CONDI.'iJONS OF SAT N I. All sales will be subject to these terms and conditions ("Contract") and, if buying oo creltit, to By i r. - agreeine et wiih Seller, incq I c. e9 herein by reference; all other terms, including any terms contained in Buyer's purchase etrd�r , re•exch .-,i ,! F , greed to by Gl)e:.in writin$$t_Any changes must be in writing and signed by each party. This Contract will be con ;trued in ac :orda. r•e wi+', hr ,w of e state of Florida. For a � d(sputes 1• �ttng to this Contract, Buyer hereby consents to the jurisdiction and venue of the state a ;cr.; of ;our..,: ,r lil La, .�doc of the deii.very, site of the goods sold hereunder. 2. Payment terms: Net the last clay of the month following the month of d, livery, w „tout de talon, r szn gcj; ye; c:, n- t-h�><S_ ac%h discount of I % 10" proximo may be deducted if no previous balances are past due. ;rrtcrest at thr Jesse t..l'h°/, pc anth o. ,,; id:t i .-to alloweLby law will -' be imposed on outstanding and delinquent invoices from the date of delivery until p6d. 1 +,tyn• will pay ; • Selle, Aii_, f;:deral, stateund local sales and use taxes. In addition to any other available rights and remedies, Seller will Fe enti :d to recover from Buy er alf •cc, :.,f c oliection and lAgadon including, bill not limited to, reasonable attorneys' fees. Seller reserves the right to require ',)ayrnents in advance of tl,c• unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions or if the fi• ancial status of L'+tvo, oecomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waive ,f any such right. 3. Regular delivery hours are 7:00 h.m, - 5:00 p.m,, Monday through Friday. An additional cl:. ,,e may be added lbi deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on frill loads; a)i 'itional charge will dppl.y to loads of less thaii seven cubic yards. The minimum load for each delivery is 1'/,, cubic yards. - 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. iivery schedulcs w'll h: ;-i utually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, . yer waives any Oairr,. ass _`ciated with any delays in delivery. 5. Buyer must provide suitable a roaohcs to deliye F , t Y' p pp rypoints points -beyond sheets. r delivery l and curb lines, Beiyet -iil i` ebil;ty for damage to vehicles, sidewalks, driveways, pipes, septic tanks,(and/or other property, and," ,iyer will ind�_, nify turd hold Seller hai n:less from any, i.g ainst any and all liability, loss and expense hncurred as a result of Auch delivery, including but not limited to )wing ci,arges, ,fit 1:,t tlne extent caused by Seller's grass negligence or willful misconduct. Buyer waives aany right of subrogation agahnst Seller h. Buyer is responsible•for fill payment of, including all costs of disposal and Seller's return chard,,- per truck for, (j wA..rs not cancelled at least on hour prier to delivery time; (:i) coucretc.cieliwered due to Buyer's mistake or in excess' of require e rs; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quant,;ies i•re ba: c '•,;wn the wet volume at the time of discharge from the - , r; are not sold form ineasurement" or measured "in place". Yield will be estal ! r.,,l�r.' ` ordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf''OBuyer. 8 ;.invited Warrant)k- Buyer is •,cdely ressty t tc--. : I mining the type and quantity ofgoods to bepurch, d. Seller warrants that its products will meet - exceed applicable American Socie!6; t ("ASTN4) act �.anerican Concrete institute ("ACI") standards, when tested inaccordance V. 1 , .C` ASTM and evaluated by A �I ,:a„�1a; s. Seller r, i I repair or replac..: any goods supplitx by Sell,, that tail to meet •'-; : limited wan; fifty, within one / y, r after delivery thereof: S�Iler will uphold its c u: tv ohlieatfons under I torida statute r;,, as a rnlicab� = a rr'P-WARRANTIES. V'++'?TIIL'R EXPRESS c iI2-IMPLIED, ],�f'LUI)1N(,1x"t1 HUul LIMITA'CION TH ; WARRAi,hl,p+ 1 LAi•1 r .i�32 k1`� FITNESS FOI A, '1 f;CUsAR PURP03f, ARE HEREBY EXPRESSU' l PNCLUDEi7.•THE R:EMED ,,' al,T l�c>� ° ;SEC 1'IOr' � WILL FIT STITU' TIP, ? .E 1tEMEDY OF BLnYER U1� DI k'I'HlS LIMITED WARRANTY. ' �9. Sell, ill not be responsible fine, slump, strength or duality of any concrete to which water or other mate,i11 h ,e_n added by or on behalf of, Buyer. titBuye, 1%ill be reslionsible to see that the concrete is handled in uccotdance with best construction practicct,. tieller has no control ott.r the placing or handiin of concrete after unloading and does not Hoar • wn e the finished shed work in which it -is used. Buyer twill be recponsible to prevent concrete after 11 unloadin, from coming into contact with,;;;} ,na+.c,rt ; �cy��n a, ahllnirrum, which may adversely impact concrete strength. -� Buyer wiii ftimish any admixtures or ingredients it desir<:s that are not regularly supplied by the Seiner in the marketplace. Buyer will be solely respon- Biblenor 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 or water/cement ratio, will result in an additional ingredient charge payable by Buyer, Concrete will he hatched and delivered in accordance with ASTM C-94. C'oncrcte temperature will be dictated by the environmental and material condi- tioiis it th tim: +,F delivery, Any requirement beyond these conditions will require the implementation of controlled measures during production. at the r.vpe,'.e "'I i3Uyei. '3uyer 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 nnc�t compressive strength, in which event the time for notice wii, H; 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 ih,- estigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive �>aiver by Buyer of all such claims against Seller. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL -l�3, DAMAGES INCLUDING, WITHOUT LIMITATION, AN7 DAMAGES RELATED TO DELAY, WIiETHER B4SED ON STATUTE NO TORT, CONTRACC, OR OTHERWISE, AND WHETHER UR NU1'ARIIuING FROM SELLER'S NEGLiGENCE,'STKICT' 1.1AI3[L(TY OF FAULT. IN EVLiU'f WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR T•IIl I.AILIJRE % BUYER TO COMPLY WITH UNDER S S OBLIGATIONS. RACT. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCH,4SE PRICE Or THE GUODSSOLD 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Departrn'6t, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract" will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable o the extent permitted by law. �VARh[ VG: CAUSES Sh i�i_�u;R[7'ATION - INJURIOUS IS TO EYES. / CONTAINS PORTLAND CEMENT. FRESHLY MIXED ? r?NCRE ; i.,1%"Y CAUSE -SKIN IRRITATION OR INJURY, AVOID CONTACT WITH SK,N.I ~ WITH WATER R AND GET PROMPT MEDIC LATSED AREAS KEIv<+TION. KI f i,. ,i,rAIEK. IF ANY MIXTURES GE INTO THE EYE, RINSE ]MMEDIAi'LCY UTOP REAt;H OF CI-IILDREN, MATERIAL SAFETY DATA SYL 'S01a,,:REAVAILABLE ATWVYW.RTANAMERiCA.COM. G-08 fPaar<rsiing & Development S erielces Building & Code Regulation IDivision 2300 Virginia Ave Fort !Pierce, FL 349112 772-462-2in Fax 772 462.&m CERTIFICATE OF TERMITE MEATMIENT CONSTRUCTION SOIL TREATMENT PERMIT #: A 10 ` G�-rZ 30B ADDRESS: �) vrL.W, PSLY 1 16"Z BUILDER/CONTRACTOR: od n&yZ`- PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance I ith the standards of the National Pest Control Association. Square feet if area treated: 3 So S/F Z moo+• Llp Chemicals used: S-,o-, 1 i nc, Percentage of solution; 6� Total gallons used: / qo Date of Treatment: Jam-- T-- / 5- Footing 1'� Treatment Re-Treat Driv wa t Treatment Re- rest Other 1 Treatment Re -Treat Time of Treatment: / d " o Slab 1' Treatment Re -Treat Pools 1" Treatment Re -Treat Perimeter for Final Inspection Signature of Extermingtor Note. There must be a completed form for each required treatment or re -treatment and this form most be on the job site to be picked up by the Inspector at time of each Inspection or the scheduled Inspection will fall and a -re -inspection fee charged. F6C104.2.6 Certificate of Protective Treatment forprevention oftennites. A weather resistantjobsite poslingboard shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention Is used, final exterior umiment shall be completed prior to final bullding approval. St iLucie County requires for the final inspection for CO, a Perms vent Snicker to be placed on the electwica8 panel box cover, listing all the treatments and dates of applicatlons. TITAN,, thank you - We'a reciate our business � colla�cR��eE ' � Y PP Y Materials for Life' ' / //�D Q '3 �Z�• Ticket no. Ae-4 ice'/FORT PIERCE - grnmcrett yr..199 GELV I Ti ROADy 2 87lD=r3 FT P I E= RrE, FL. :�4982 elivery date Plant Truck Driver Truck size Typejob• ' IJrai"CHER JR JESSTE` 'fin l,�0 i-EA€r1 62FA �, ,t hr CD ustomer no. I Customer name Zone Tax RJNFY HALL CQNST ' 90RV.535 armac project no. 1 I Customer P.O. no. Order no. I Terms code t-Charge delivered i 3-C.O.D. Time due 441031 297 / ' 2Kharge F.O.B. 4-C.O.D -F.O.B. 1 G n !�i J lelivery name and address Lot Block County 'ock S1 LUC I E r0UNTY 1.0 FLORIDA WAY, PORT SnINT LUCIE n'st'ructions US I S, TI._ SPANISH I_AKES limy -rR €iEDITERRANEAN BLVD, T,9 Slump FLCRMA WAY 1. � a', Ee vll, 1 — ! UIMj Unit price ' E Amount _ ___ P aduct Quantlt�- I (�r Lpad 1 ' Cumulative Ordered Code Description J BaF) I ., 00 '=' , '�!� Cr4,,[ iQ!,',4�?l,A D ;i � F'fYl CaY +, 1 0ki! 8?li�I�.0'i F'OV,L_ 13UIaC&!S ! I ra \ l s i! l i. L4 EPf V I FEU€s, SURCr-jC LF) 4 -• t Load Arrive job site Start discharge Finish discharge - Leave job site 'Arrive plant ; 4, Subtotal', R,f " , ��! �/ •' Sales tax a - p TOTAL Additi,onal,wate?added to this concrete will reduce its strength. Any water added is at customer's, risk. Gallons of v4ater added; Gallons of water added: _ Gallons of water added Amt of CY Retained: Customer, -Approval: " Customer Approval:' Customer Approval: I Customer Approval: Custo Test d ^ I Tested properly No. Authorized and received by Q -Yes Q, No JJ ❑ Yes Q No �` v Ix \ \\ Lot: V Safety is a constant state of mind, with ' every.employee•feeling responsible Block: and empowered to act to cause him Address: Correct Not Correct and others to work safely, on the belief ' that all accidents are preventable and that zero incidents is the only goal. V _EUSTnmFR CnpY '1.1'1'AN N'LORMA LLC TERMS AND CONDITIONS OF SALE y 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference;, all other terms, including any terms contained in Buye<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 constrtied jit accordance with the laws of the state of Florida. For�all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery, site of the goods sold 'hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge -backs, A cas)i discount of l % 10' proximo may be deducted if no previous balances are past due: Interest at the lesser of P/2% per montb 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 "ipplicable federal, state and local sales and use taxes. In addition to dny 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 evenrof 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. Regulandelivery 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 waituig/unloading periods in excess of 60 minutes. Prices are based on full toads; an additional charge wilpply t6 loads of less than seven cubic yards. The minimum load for each delivery is 1112 cubic yards. � 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives'any claims associated with any delays in „ delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curblines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of mg6iremcilm, (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wik et 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 c or on behalf of Buyer. harges incident to inspection or tests made by 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity o400ds to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Conemte Institute ("ACI') standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied iiy SDIler that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 71�.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 f OI-iffIT IN THIS SECTION 8 WILL CONST.iTUT THE SOLE REMEDY OF BUYER. UNDER THiS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer.` Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. `Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. 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 with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. „ IT.' Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure •by Bu}'er to give written notice within such 48 hour period will be deemed a conclusive waiter by Buyer of all such claims against Seller. i ` ,13. SELLER. WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSE U&-P A"C ' DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY WHETHER BASED ON smAT U'E�'TOR' �- : CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULC� TN,NT EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTION'S OF OTHERS OR THE FAILURE OF BUYER TO COMPLY iWITH 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 ;o Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Decrfielc"B ch, fL 3 344 1. 15. Severabhlity s he unenforceability of any provision of this Contract will not aff�t 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: CAUSFS SKIN iRRITATIOI�T' - INJURI0�15 TO FYFS CONTAINS PORTLA D CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKiN IRRITATION OR INJURY. AVOU).CONTACT WITH SKIN WITERE POSSIBLE. 'ASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO -THE EYE, RINSE IMMEDIATELY WITH tYATEI�AND G �T.PROMPT' MEDICALAI-I'ENTiON. KEEP OUT OF REACH OIL �TIILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WWW.TITANAMERICA.COM. M d� t Y Rev'd 2-08 12/19/2014 17:10 7725896 "l KSM ENGINEERING, f PAGE 01/02 19 . AVE KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7765 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) 345-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 580�6469 ASTM D 1557 and ASTM D 2922 DATE_ TESTED PERMIT # CONTRACTOR JOB LOCATION December 18, 2014 14100352 Wynne Development Corp, 10 Florida Way Spanish Lakes I Port Saint Lucie, Florida JOB## : 142239-1 d/ES/km ITEM TESTED : Compacted Foundation Fill TEST LOCATION DEPTH PEN DRY MAX, DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N. I-. 2. N.W. 3. Center 4. S.W. 5, S.E=, 0" - 12" 40 109.1 113.0 96-5 " 38 108.6 96.1 " 34 107.5 95.1 " 40 109.3 96.7 " 30 108.7 96.2 Soil Description: Brown Sand with Some Clay In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 113.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree �ft(ygrjjypction Meets Minkw en:'F2 a � gs ke ti Natural Grade. RF�E� VE® DEC. 114.0 `9 I I 1 I I I I W E I I I I I I I 113,0 —.. I..... 1.............I I. I..—.. G H T I ! I I I I 112.0 I I I I I I I C I I I 1 I I • I I I I I I F • ! I f I I I I D R110.a Y 8 9 10 11 12 13 14 15 Moisture - % of Dry Weight a Va%ftAtt:�acie County Duilding Department E-mail (�!8dl 9> soanishlakes.com Ronald G. Keller, RE.: 372931 SI I_io. No.: 360 1 Julie E. Keller, P.E.: 68366 N81 0 MiTek' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. 62' GRAND CA��f6NLIII W1VPORCH Model: M11: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special .Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Floor Load: N/A psf Roof Load: 37.0 psf Wind Speed: 165 mph This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name Date 1 IT4938742 JA5 7/19/013 12 IT4938743 JA6 1 7/19/013 J 13 I T4938744 J A7 17/19/013 1 14 I T4938745 JAB 17/19/013 1 15 IT4938746 IA9 1 7/19/013 1 6 IT4938747 JA 7/19/013 17 IT4938748 I GRA 1 7/19/013 1 18 IT4938749 1GRB 17/19/013 J 19 I T4938750 I J2 1 7/19/013 1 110 I T4938751 I J4 1 7/19/013 1 Ill I T4938752 1 J6 17/19/013 1 112 I T4938753 1 J8 1 7/19/013 J 113 I T4938754 I KJ8 1 7/19/013 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. ,`,`,`S A. qC��''i ` Zz � c•E N 3F e'92i� No 39380---'� 0:.. STAT5 F .:441 F'c� O R 1 O Q'.\�,�� A 1n11 FL Cert. 6634 July 19,2013 Albani, Thomas 1 of 1 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T4938742 M11323 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:08 2013 Page: ID:2GIScwwyY5hnGhXVARzUkuyuF UM-UgO FQ GyiQO KxhLwEVOEgVfgG aJ glpvYMxo_tsFywU u 7-8-5 10.6-4 I 17-0.0 20-4-8 26.40 34-0-0 35.0-0 1-0.0 7-8-5 2-9-15 6-512 3.46 111-8 Scale = 1:60.3 4.00 12 5x8 I I 6 zx3 I I 2x3 I I 7 4x6 % 3x8 2x3 Z: 4 5 8 3x4 Zz 3 9 14 N1 2 10 11 N 5x12 MT18HS = 4x10 = 13 12 US 5x12 = 2x3 11 2.00 12 a 10-6-4 20.4-8 26-4-0 34-0-0 10-6-4 9-10-4 5-11, 7-8-0 Plate Offsets X Y : 2:0-4-2 Ede 4:0-3-0 Ede 10:0-3-14 0-1-8 LOADING (pso SPACING 2-a0 CS1 DEFL in (loc) Vdefl L/d _ PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.72 14 >558 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -1.47 13-14 >271 240 ' MT18HS 244/190 BCLL 0.0 • . Rep Stress Incr YES WB 0.54 Horz(TL) 0.43 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 154 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 iTek recommends that Stabilizers and required cross bracing be rinstalledduring truss erection, in accordance with Stabilizer stallation quide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=-179(LC 6) Max Uplift2=816(LC 8), 10=B16(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5281/3019, 3-4=-4949/2747, 4-5=-4901/2754, 5-6=-4974/2856, 6-7=-2341/1489, 7-8=-2314/1408,8-9=-2372/1395,9-10=3052/1725 BOT CHORD 2-14=2775/5007, 13-14=-976/2035, 12-13=-1520/2822, 10-12=-1520/2822 WEBS 3-14=-311/333, 5-14=-247/266, 6-14=-1712/3155, 6-13=-253/524, 9-13=700/469, 9-12=0/272 NOTES `,�►1111111/��� �p tj A. 1) Unbalanced roof live loads have been considered for this design. ,�� N .1 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp ,� •. •' C•E IV C; Encl., GCpi=0.18; MWFRS Lumber DOL=1.60 DOL=1.60 �,� `S •••'q�i ♦i (directional); plate grip ����`: 3) All plates are MT20 plates unless otherwise indicated. 0 39380 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = f 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit= between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of MIZ Z •• bearing surface. : . (U ATE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 0 •, 8) "0. Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦♦i♦;e,\ 0 R \ 'o�;�` SS10 LOAD CASE(S) Standard N Aj `,%%`, y; FL Cert. 6634 July 19,2013 ® WARNING - Verify design parmnetm and READ NOTES ON 711IS AND INCLUDED Mr7EKREFERENCE PAGE MI BEFORE USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 314. Tampa, FL 33610-4115 It Southern P ne�SP` lumber is specified, the design values are those effective 0610112013 by ALSC Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938743 M11323 A6 SPECIAL 1 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.356 s Sep 26 2012 M7ek Industries, Inc. Fri Jul 19 14:09:09 2013 Page ' ID:2GIScwwyY5hnGhXVARzUkuyuFUM-ysaddcyKBiSoJWQ3jlv2tNP8j4OY17 WASkQPiywUu 1-0.0 8-N-11 16-0-0 18-0-0 20-4-8 25-11-15 34.0.0 35-M 8-11-11 7-0-5 z-ao z-4-a 5aa B-0-1 1-0-o Scale = 1:62.4 4.00 F12 5x8 45 5 6 2x3 �� 3x4 5x6 WB % WB 34 a>7 8 N 2 14 9 I 10- 1d1 5x12MT18HS= 13 I`;y = 4x10 3x4 = 12 d 11 3x6 Sx6 = 2x3 - 2.00 12 10-6-4 150.0 6-0. 20-0-8 2511-15 34-0-0 10-6-4 4-512 -0-0 4-4-8 5-7-7 8-0.1 Plate Offsets X Y : 2:0-4-2 Ed a 3:0-3-0 Ed a 5:0-4-0 0-2-6 7:0-2-7 Ed a 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -1.28 2-14 >313 240 MT18HS 244/190 BCLL 0.0 ` Rep Stress Incr YES WB 0.77 Horz(TL) 0.40 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 157 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 `Except` TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. BOT CHORD 2x4 SP M 30 `Except iTek recommends that Stabilizers and required cross bracing be 2-14: 2x4 SP M 31 rinstalledduring truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 `Except`stallation cluide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=169(LC 6) Max Uplift2=816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5263/3001, 3-4=-5128/3006, 4-5=-4901/2767, 5-6=-2217/1393, 6-7=-2293/1373, 7-8=-2301/1352,8-9=-3064/1741 BOT CHORD 2-14=-2754/4988, 13-14=-1082/2265, 12-13=1021/2111, 11-12=-1536/2836, 9-11 =1 536/2836 WEBS 4-14=-435/467, 5-14=-1543/2851, 5-13=388/171, 6-13=-151/496, 8-12=-819/564, /I� �1.• 8-11=0/309 ,O�PS• ,q�e If NOTES `� .••�G E NS •• '9 ii �•`'? 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Ex� O 39380 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. - •, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i : a AT E • between the bottom chord and any other members. 1 0 V✓ Q;•' .00" 4%(�'.C� 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of \�,�� �I R 1 Q bearing surface. S •.... • \�% �� ��j S/ • • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint �` %% 2 and 816 lb uplift at joint9. ��I,,� N ,,,��� lilt 9) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 19,2013 A WARNMG - Verify design parameters and READ NOTES ON 7711S AM INCLUDED Mf7EILREFERENCE PAGE MI-7473 BEFORE USE, ■■■ Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an Individual building component., Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. liSouthemPne�SP�1umberisspecified, the designvaluesare these effectj 01f2913hyAL5C Tampa, FL 33610-4115 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T4938744 M11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:11 2013 Page ID: WSJgpGwalPpeur6hk9UjG5yuFUL-vFiN21_ajJiWYofpA8nN71SD(XiP09VpemDXTaywUu. ,1-oo H-10-10 14 o-0 2ao 0 251�-15 3a o 0 3 o a 1-0-o a-10-10 s-1-s s-o-o s11-15 e-o-1 1-ao Scale = 1:61.3 5x10 Sx6 = 4.00 12 4 5 2x3 3x4 3 N 6 2 11 N1 H N n 7 I� 5x12 MT18HS d d 4x10 = 10 9 3x6 - 5x12 = - 2.00 12 2x3 II 10-&4 14-0-0 21 4-8 25-11-15 i 34-0-0 ' 10-6-4 ' 35-12 ' 6-4-8 5.7-7 8.0-1 Plate Offsets X Y : 2:04-2 Ed a 4:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.63 11 >638 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.35 10-11 >296 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES W3 0.97 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 147 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP M 30 iTek recommends that Stabilizers and required cross bracing be WEBS 2x4 SP No.3 stalled during truss erection, in accordance with Stabilizer rInstallation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=150(LC 6) Max Uplift2=81(i 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (Ib) -Max. Comp./Max. Ten. - AII'forces 250 1 or less except when shown. TOP CHORD 2-3=-5269/2981, 3-4=-4931/2758, 4-5=-2137/1353, 5-6=2348/1397, 6-7=-3031/1715 BOT CHORD 2-11=-2733/4998, 10-11=-1397/2758, 9-11508/2801, 7-9=1508/2801 WEBS 3-11=371/412, 4-11 =-1 307/2558, 4-1 0=-783/392, 5-1 0=-1 71/459, 6-10=-711/484, 6-9=0/280 NOTES 1) Unbalanced roof live loads have been considered for this design. 8pDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp ,11111111111111, A. C;E8nadequate gR(directs OL=1.60 plate DOL=1 6 i `%%% ,C3) �e-� Provide daio water pmdng ,S ♦i♦ E 4) All plates are MT20 plates unless otherwise indicated. ��.'•�, �_ �i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for alive load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 0 39380 between the bottom chord and any other members. 7) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o1i •{ bearing surface. Z Z •� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint � ATE : 'O 7. ' (v 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I. ;<, • A, . ♦jss LOAD CASE(S) Standard !Q\.\ ` N AL `�, ���11111111111, FL Cert. 6634 July 19,2013 ® WARNM • Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERENCE PAGE Of 7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. ��• Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Welk'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalion vas able from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 If So uthem PIne�SP� lumber is specdied, the design values are those effective (1610112013 by ALSO Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch I T49387451 M11323 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:13 2013 Page ' ID: WSJgpGwalPpeur6hk9UjG5yuFUL-rdpBTzOgFwyEn6oBIZprgY7vKOxU8n554ieYTywUuj �1-0.0i 8-8-4 12-0-0 15-8.4 20.4.8 i 22-0.0 248-12 34-0-0 's 0.Q 3-3-12 3-8-4 46-4 1-7-8 2-8-12 9-3-4 1-0.0 Scale = 1:61.3 5x6 = 2x3 II 5x10 3x4 = 4.00 12 4 14 5 6 15 7 2x3 � 2x3 � 3 B 2 13 9 Ir 10I�, d1 5x12MT18HS = 1 d 4X10 = 12 11 3x6 2.00 12 5x12 = 3x4 = r 10-6-4 20-4-8 22-0-0 34-0-0 10-6-4 ' 9-10-4 1-7-8 12-0.0 Plate Offsets X Y : 2:0-4-2 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.61 13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) ' -1.31 12-13 >306 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 154 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 *Except* MiTek recommends that Stabilizers and required cross bracing be 9-12: 2x4 SP M 31 installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=130(LC 6) Max Uplift2=816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5279/2992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5-6=-2467/1511, 6-15=-2476/1519, 7-15=-2476/1519, 7-8=-2545/1492, 8-9=-2889/1683 BOT CHORD 2-13=-2744/5007, 12-13=-1673/3161, 11-12=-1152/2370, 9-11 =-1 467/2678 WEBS 3-13=-362/404, 4-13=-910/1686, 5-13=-255/754, 5-12=-868/517, 6-12=-260/228, 7-12=-294/365, 7-11=-289/642, 8-11=-480/467 NOTES `t%J111I111#11It 1) Unbalanced roof live loads have been considered for this design. . ... 2) Wind: ASCE 7-10; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=341t eave=6ft; Cat. II; Ex �`' , ........ C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide drainage to ♦♦�� ♦♦ ' �.-* S' I:•. 7j�j i� A adequate prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. ♦ • 0 39380 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit= between the bottom chord and any other members. IZ 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of. ; bearing surface. i . ATE • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 0 0 . •��T� , �� P ����• 9. "Semi • p Fi y 9) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis \•. and design of this truss. • • , , , , • • \ �` ��� ss /0 LOAD CASE(S) Standard it, N FL Cert. 6634 July 19,2013 WARNfNG • Verify design parmneters and READ N07E'S ON 7HIS AND INCLUDED D1/7EKREFERENCE PAGE 191-7473 BEFORE USE, Design valid for use only with M7ek connectors. This design Is based only upon parameters shown, and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown T is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the Mi l2 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon variIable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 If Soy ern Pine$5Rp IumYter is speGifi ed, the d esign val ues are those effective 06�01 f 2013 �y AL6C Job Truss Truss Type Oty Ply and Carlton III with porch T4938746 rJ M11323 A9 HIP 1 1 ference(optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:15 2013 Page ID:_etC 1 cxC3ixW?huls?ypJyuFUK-nOxuufl5nYDyl OyaP_sJH8ddD8Aly?30YOBkcLywUt 6-7-15 10-0-0 1rr2-14 20-4-0 240.0 27-41 34-0-0 1-0.0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-0-0 Scale = 1:59.3 4x4 % 3x4 2x3 II = 4.00 12 5x10 4 16 5 6 17 7 2x3 2x3 i 3 8 N rZ r' 05 ^1 2 9 10 N d 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = 10-0-0 20-4-0 24-0-0 34-0-0 10.0.0 r 10-4-0 3.8-0 1D-0.0 Plate Offsets X Y : 7:0-5-0 0-2-0 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >749 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 '9-11 >292 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=573/0-8-0 (min. 0-1-8), 9=297/0-8-0 (min. 0-1-8), 13=1381/0-8-0 (min. 0-1-14) Max Horz 2=109(LC 7) Max Uplift2=450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Grav 2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1210/683, 34=875/463, 4-16=-795/458, 5-16=-795/458, 5-6=-387/812, 6-17=-387/813, 7-17=-387/813, 7-8=96/280, 8-9=-303/178 BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 11-12=-254/277, 9-11=-148/252 WEBS 3-15=-371/357, 5-15=-258/648, 5-13=-1196/756, 6-13=-263/230, 7-11 =-1 58/384, 8-11=-419/384, 7-13=-825/447 NOTES Unbalanced roof live loads have been considered for this design. ``11►IIIIIf/1�' `��� p,S A. ���� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; Encl., L=34ft; eave=6ft; Cat. II; Exp!��•\ G•E N S; •• V9 • C; GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4 ��•• '•• 3) Provide adequate drainage to prevent water ponding. :8 �l 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 0 FFFd11 bbb 39 SSS - 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit_ between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2, 268 lb uplift at joint 9 MIZ and 913 lb uplift at joint 13. STATE : 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O • . ��; LOAD CASE(S) Standard 4.0 R ,0 .,�ss,N ��,%% FL Cert. 6634 July V 9013 ® WARMNG - Perifrj design parmneters and READ N07ES ON 7711S AND INCLUDED h=KREFERENCE PAGE 11111-7473 BEFORE USE, ■ Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 If Sauth em Pine�SP� I umber is specfi ed, th e d esign values are those effective 06) 0112013 by ALSC Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938747' M11323 A COMMON g f Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:06 2013 Page ID:a3B4PavKnnZweXyJckSFBgyuFUN-YHuU7awRun4DSlmrObBCQE12oW6lL?83UUVmoNywUu: iL-O-Oi 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0 0 0.0 1-0.0 6-7-13 5-9-0 4-7-3 47-3 5-9-0 6-7-13 1-0-0 Scale = 1:58.4 4.00 F12 4x4 = 6 19 2x3 I I is 2x3 11 3x6 5 7 3x6 4 8 3x4 % 3x4 3 9 ,a 2 10 1 11 I d 17 16 15 20 21 14 13 12 3x6 CS 3x6 _ _ • 2x3 II 4x6 3x8 = 3x8 = 4x6 2x3 II 6-7-13 12-4-13 21-7-3 27-43 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets KY : 2:0-3-14 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL • 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >547 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 163 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 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=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=166(LC 6) Max Uplift2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 2-3=3245/1839, 3-4=-2656/1547, 4-5=2606/1555, 5-18=-2656/1658, 6-18=2595/1654, 6-19=-2595/1654, 7-19=-2656/1658, 7-8=-2606/1555, B-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=-1636/3008, 16-17=-1636/3008, 15-16=1636/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921,13-14=-1636/3008,12-13=-1636/3008, 10-12=1636/3008 WEBS 6-14=524/892, 7-14=-313/305, 9-14=-600/407, 6-15=-524/892, 5-15=313/305, 3-15=-599/407 NOTES �� P.S A. ��i� 1) Unbalanced roof live loads have been considered for this design. ��� ��. • C E N ' • e ••••9/1 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; Exp%',e,•• \,� `S C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Z 3 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 393 80 ,. 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint= 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. J ATE 4//� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-01 .0�,<,'.•.<` Q` •. ��, and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. i� O R \ 'D, \ �� •• 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j is • ....... \�% % '*4 10 LOAD CASE(S) Standard I1 N A' 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44, 6-11=-44, 2-20=-20, 20-21=-50, 10-21=-20 FL Cert. 6634 July 19,2013 Continued on oaae 2 ® WARNING - Verify design parmneters and READ N07ES ON 771IS AiYD INCLUDED MITEKREFERENCE PAGE MI.7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, • of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 314. Tampa, FL 3361 D-4115 li5vuthem Pine�SPd lumber is specified, the design values are these effective 0510212013 byALSC Job —[Truss Truss Truss Type City Ply 62' Grand Carlton III with porch M11323 HIP 1 1 T4938748 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:17 2013 Page ID:_etC1 cxC3ixVV?huls?ypJyuFU K jP3fJL3LJ9TfGj6yXPunMZiokxlOQfthOigrhEywUur B-OA -I1 0-QI 11-1-1 17-0-0 18$0 4-0-0 0.0 1-0.0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3-9-14 B-0-0 1-0-0 Scale = 1:61.3 (+) Top chord must be braced by end jacks, 4x4 = roof diaphragm, or properly connected purlins as shown. 11 14 9 7x10 6 17 6x10 4.00 12 4 4x6 19 3 0 = 13 6x8 21 10 n 01 2 22 23 d IA d 3x4 = 29 28 27 26 25 24 4x4 = 3x6 II 3x6 = 6xB = Us — 6x8 = 6x8 = 8.0.0 11-1-1 18_6-0 26-0-0 34-0-0 &D-0 3-1-1 7-4-15 7-6.0 8-0-0 Plate Offsets X Y : 3:0-3-8 Ede 21:0-3-8 Ede 22:0-3-10 Ede 24:0-3-8 0-3-0 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.33 2-29 ' >397 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 22 file n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except` TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. Except: 3-11,11-21: 2x4 SP No.3 1 Row at midpt 8-21 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 2-28: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 WEBS 2x4 SP No.3 iTek recommends that Stabilizers and required cross bracing be rinstalledduring truss erection, in accordance with Stabilizer stallation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=357(1_C 8), 27=1183(LC 8), 26=-1480(LC 8), 22=-643(LC 8) Max Grav All reactions 250 lb or less at joints) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=514/295, 3-5=371/987, 5-7=-636/1292, 7-8=-636/1292, 8-10=-636/1292, 10-12=636/1292, 12-13=-636/1292, 13-15=-636/1292, 15-16=-636/1292, 16-18=636/1292, 18-20=-2128/1209, 20-21=2128/1209, 21-22=-2206/1190, 6-9=-152/308, 9-11 =-1 40/372, � 111111111/11 11-14=-216/415,14-17=-135/278 A BOT CHORD 2-29=178/558, 28-29=-127/427, 27-28=-127/427, 26-27=-865/511, 25-26=-355/593, `♦� P.S 24-25=355/593, 22-24=1015l2040 � WEBS •_ � `,♦ 3-29=-450/1137, 3-27=-1783/896, 5-27=768/625, 5-26=513/328, 13-26=-925/614, �seN �C /� �_ 18-26=-2406/1458, 18-24=-832/1770, 21-24=34/362, 4-5=-571/485, 19-20=-343/310, •• 14-15=519/392 =* 0 3 9 3 80 NOTES _ 1) Unbalanced roof live loads have been considered for this design. — f 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; Ea ATE .• C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4% •,� Q �, 4) All plates are 2x3 MT20 unless otherwise indicated. •, Q ���s 0 R 1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ • ���� 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ON N A1- E��``♦ between the bottom chord and any other members. //1/11111111��� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 1183 Ito uplift at joint 27, 1480 lb uplift at joint 26 and 643 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 19,2013 Continued on page 2 ® WARNING - Verify design parameders and READ N07ES ON7WS AND INCLUDED D1f7EKREPERENCE PAGE if l-747a BEFORE USE, Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, 13SB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 14. Tampa, FL 33610-0115 11 Sa uthern Pine�SP� lumber is spe cified, the design values are these effective 06�12013 by A1SC Job Truss Truss Type Ply 62' Grand Carlton III with porch T4938749 M11323 GRB HIP �Qty 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:19 2013 Page ID: SrRaEyyrgO4M78G4raWBLWyuFUJ-gnAPkl4bgmjNV1 GLegwFR_n7blXCumd_T09y17ywUul, ,10 0 6 ao 1a-2-s 20 a o �s ao 34-0 0 as Is 1-a0 B-9 6-2-6 6-1-10 5-8-0 8-0-0 1-0-0 Scale = 1:59.3 4.00 16x102 3x8 = 48 = 5x6 = 5x6 = 3 16 4 5 6 17 7 2 8 N 9 IA d1 d 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 We _ 3x4 = 6x8 = 3x6 _ 6x8 = i 8-a0 14-2-6 204-0 26-0-0 34-0-0 8-0.o 6.2-6 6-1-10 5-8-0 Plate Offsets X Y : 2:0-4-0 Ed a 3:0-5-0 0-2-0 4:0-3-8 0-1-8 5:0-3-0 Ed a 8:0-2-0 Ed a 10:0-3-B 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.35 13-15 >6B5 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 150 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 1/3 pts 4-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1130/0-8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7), 8=446/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 6) Max Uplift2=898(LC 8), 12=2520(LC 8), 8=394(1_C 8) Max Grav 2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16=-1984/1203, 4-16=1984/1203, 4-5=-1121/2302, 5-6=-1121/2302, 6-17=778/440, 7-17=-779/440, 7-8=-882/416 BOT CHORD 2-15_ 171513467, 14-1 5=-1 737/3533, 13-14=1737/3533, 12-13=1022/2028, 11-12=-2284/1302, 10-11=2284/1302, 8-10=-293/781 WEBS 3-15=-408/1222, 3-13=-1642/779, 4-13=203/929, 4-12=-4684/2540, 6-12=-2440/1562, 6-10=-1739/3381,7-10=-339/365 %% n �J• A NOTES ♦♦�Q�t^•• •'l �c - � C E N S•'.9/I���j ♦♦ .'• \,� 1) Unbalanced roof live loads have been considered for this design. ♦ 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp♦ C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 0 39380 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •r 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits •' between the bottom chord and any other members. ATE441 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898 lb uplift at joint 2, 2520 lb uplift at joint 12" O • Z. and 394 lb uplift at joint 8. �'. A P,•'Z♦ ••. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �i� ORX 0 • ♦ ♦♦ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, �j� lss • • • • • • • • •! �� �♦ and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of �.1,1 /O N A� 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 FL Celt. 6634 July 19,2013 Continued on a e 2 WARMNG - Verify design parameters and READ NOTES ON 7TIIS AfM INCLUDED X7EKREPERE=E PAGE M17473 EEPORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/fPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. if Southern PmeISP .lumber is specified, the design values are those effective 06�0112013 by ALSC Tampa, FL 3361a4115 Job Truss Truss Type City Ply 62' Grand Carlton III with porch ' M11323 J2 MONO TRUSS 8 1 T4936750 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:20 2013 Page ID:xl?zSlzTbJCDIIrGPH1 QukyuFUI-8_knxN5Db4rE7BrXCXRU_BKVx9?7dSx7iguVlZywU -1-0-0 2-0-0 1-0.0 2-0-0 Scale = 1:7.9 Refer to MiTek "TOE -NAIL" Detail for connection to 3 supporting carrier truss (typ all applicable jacks on this Job) 4.00 12 N 2 d 1 4 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hbrz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 8 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide, REACTIONS (lb/size) 2=1221M-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Harz 2=66(LC 8) Max Uplift2=-143(LC 8), 3=-29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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. tt J11111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. A- 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� �p PS•q�e LOAD CASE(S) Standard ��OGE•N s �• 9�'��� gg g 80 :: a ATE ' J Al 4** &/0 A' %%. N FL Cert. 6634 July 19,2013 WARNUJG - Ven.frj design parmnefem and HEAD NOTES ON 771IS AND INCLUDED MMKREFERENCE PAGE Mff-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the Additional bracing the is the MiTek' erector. permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. ifSnuthernpine�SP Iumberisspecified, the design values are t:heseeffectiveOfi101f2013byAUC 6904 Parke East Blvd. Tampa, FL 33610.4115 Job Truss Type Qly Ply 62' Grand Carlton III with porch ]Truss T4938751 M11323 J4 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:21 2013 Page ID:PDYLfd_5MdK4MSQTz7ZfRxyuFUHcA198i6sMOz5lLQkmFzjXPIdcZHIMvBHxKe3q?ywU i 1-0.0 4-0-0 Scale = 1:11.2 3 4.o0 12 i 2 1 4 3x4 = 4-0-0 4-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase - 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Ver1(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hort(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 14 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift3=82(LC 8), 2=188(LC B) Max Grav 3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between,the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `1111 I 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. �� S A, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��O�P`•, , , , 'q�e JI, LOAD CASE(S) Standard '0 39380 ' 4/ E AT ' ., e • •�� :0.40 .,,,ss,ONA' FL Cert. 6634 July 19,2013 WARNING- Verify deign parameters and READ NOTES ON MIS AND INCLUDED W=REFERENCE PAGE MI BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.• ■■ Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Forgeneral guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualily Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information qvagable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. ItSouthern Pine (SP lumber issgecdied,thedesgrivalues are thoseeffectiveQ%01120136yALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938752 1 M11323 J6 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:21 2013 Page ID:tP6jtz_j7xSx_c fXi4uz9yuFUGcA19Bi6sMOz5lLQkmFzjXPtVGZBmMvBHxKe3q7ywU i i -1-a0 6.0-0 1-a0 6-0-0 Scale = 1:14.5 3 4.00 12 m c5 2 1 4 3x4 = 6-0-0 6.00 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.16 2-4 >418 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00' 3 n/a We BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift3=-144(LC 8), 2=-218(LC 8) Max Grav 3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint S A, ,%% 2. �e 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� G E IV • • •. S' �y LOADCASE(S) Standard �,A�••.�\ Q 39380 _ MIZ z . a ATE : �/ O 441 A`� O R IV."' N .,�s11 0 N M- %%%�. 1111111� FL Cert. 6634 July 19,2013 A WARNING • Verxfy design parameters and READ NOTES ON MIS AND INCLUDED bg=REPERENCE PAGE MI-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 2314. 1f Southern P7ne�SP� lumber is specified, th e design values are those effective 05/01/2013 byALSC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T4938753 M11323 JB MONO TRUSS 20 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:22 2013 Page ID:tP6jtz_j7xSx_c fXi4uz9yuFUG-4MsYM27U7h5yMV wKyUy3cPlOydy5MRQ9_NcMRywU 8-0.0 1-0 o 8.0-0 Scale = 1:17.7 3 4,00 12 N 2 1 drift 4 3x4 = 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL' 0.0 Rep Stress Ificr YES WB 0.00' Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight: 26 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift3=203(LC 8), 2=-250(LC 8) Max Grav 3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; 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 203 lb uplift at joint 3 and 250 lb uplift at joint `,111111111111 IJ*� 2. ,`. "Semi 6) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,�Q • �\ G E nl 5; •,••9',�, LOAD CASE(S) Standard 39380 = Mir = ' AT A\- �N 0�.�`. ,111111 FL Cert. 6634 July 19,2013 ® WARNING - Verify design parameters and READ N07ES ON THIS AND INCLUDED MEKREFERENCE PAGE d/07-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. ItSauthemFine�SF 1 mberisspecsed,thedesignvaluesaretho-seeffaactiveO6 01/20136yALSC Tampa, FL 33610-4116 I Job Truss Truss Type City Ply 62' Grand Carlton III with porch T4938754 M11323 KJ8 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:23 2013 Page ID: Lcg54J?LuEancmZr4Qb7WMyuFUF-YZQwZO76u?Dp_eZ6tf?BcgyzXMz_gjnaOe79uuywUu 7-3.4 11-" 1-5-0 7-3-4 3.11-12 Scale = 1:20.5 4 2.83 12 3x4 N 3 N B 2 7 6 2x3 I I 3x4 = 5 3x4 = 7-3.4 11-3-0 7-3.4 3-11-12 LOADING (psf) SPACING 2-D-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >850 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Horz 2=244(LC 8) Max Uplift4=204(LC 8), 2=-325(LC 8), 6=-278(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1117/488 BOT CHORD 2-7=656/1112, 6-7=656/1112 WEBS 3-7=0/336, 3-6=-1221/721 NOTES 1), Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 A. tall by 2-0-0 wide will fit �� -A P • •' ♦♦ between the bottom chord and any other members.��\,r••\ 5) Refer to for truss to truss connections. G E IVS •. �, q�i ♦♦ girder(s) .• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 Ib uplift at joint 4, 325 lb uplift at joint 2 33 and 278 lb uplift at joint 6. �'y9 3333 a 039380 * .: FFF�O 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •• {�: LOAD CASE(S) Standard : • J ATE : 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ; O .• ��; Uniform Loads (plf) Vert: 1-8=-44 ♦ ,�' �`� O P •: `�``� ♦i♦ •' 0 R Ci' Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18)�O �j� ISSI '!� N A` FL Cert. 6634 July 19,2013 A& WARArMG - Verify design parameters and READ N07ES ON THIS AND INCLUDED E717EKREPERENCE PAGE b4f7.7473 BEFORE USE. Design valid for use only v,ith MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown , is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Solely Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. ifSauthernpir, lurnberisspecified,thedes7i}nvalue5azeihoseeffettiue06 01/20136yAL5C 6904 Parke East Blvd. Tampa, FL 33610.4115 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. 0.1661, For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 o WEBS c,4 4 off a U O a- O C7-e C6-7 CS-6 � BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTek@ All Rights Reserved W1 MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. J n Willi, gFrux �hu-: FRUIT C� i siDES CNR SIDES REAR ZNG. TECH. RA7 zap N-M- 1%. �a- o7-iy v FORM 405-10 • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: IN Permit Office: City, State, Zip: , FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ftZ 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2. SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ftz None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 Glass/Floor Area: 0.079 PASS P A Total Standard Reference Loads: 32.81 I hereby certify that the plans and specifications covered by Review of the plans and o�'i E S7. this calculation are in co pliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. kra::. '%, •.;; ° .••,.. „ O PREPARED DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 r Q O y ,, ¢ I hereby certify that this buil in , as designed, is in compliance Florida Energy Code. Florida Statutes. COD with the WE OWNER/AGII NT: BUILDING OFFICIAL: DATE: ���l �' DATE: Compliance requires certification by the air handier 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 5/15/2012 9:20 AM EnergyGauge® 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: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ftz ---_ 0 0 1 ROOF # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ftz 0 ftZ Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ftZ N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ftz 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below nt To_ 14LaILIype Space R-Value Ft In Ft In Area R-Value-Fraction-Ahs ° 1 N Exterior Concrete Block - Int InslJIoomsInBIoc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomSInBIoc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Ins6IoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsRoomSInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsOloomsInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomsInBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2.kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM ' # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftZ DUCTS ---- Supply ---- ---- Return ---- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ftZ DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan Feb Mar Apr [X May X Jun Jul f Aug X Sep X Oct f X Nov DecHeating JXXJ f X� Jan Feb JXXJ Mar JXXJ APr [X� May X� Jun JXXJ Jul JXXJ Auf XI Sep X� Oct Xj Nov X Dec Ventin [X Jan X Feb X Mar X Apr [X May [X Jun X Jul X Aug [X Se [X Oct 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 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 ADDRESS: , FL, Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows— Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A , , FL, - New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 1 c. N/A R= ft2 2 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft2 1446 b. N/A R= ft2 Area c. N/A R= ft2 114.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 28.2 SEER:15.00 ft2 3.833 ft. 0.500 Insulation Area R=0.0 1446.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: kbp Address of New Home: City/FL Zip: r kBtu/hr Efficiency 28.2 HSPF:8.60 Cap: 40 gallons EF: 0.9 CF, Pstat -THfi ST,gTAo�+ COD WE��� *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Pro Job: ect Summa wrightsoft® � � Date: MAY 15, 2012 Entire House By:, PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF . Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 1446 1446 Volume (ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating. Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47'F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) , 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Bt0 Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 .� wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: - wrightsoftg Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project Information For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Cig Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 98400_ Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 .7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 rn nn a 13T A') 19 UQ V 1 I JI I -VL Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. * wrilghtsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 ACCA E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N 2012-May-15 09:13:19 Page 1 Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 TOTALS 1445 21181 23742 947 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -� wri htsoft" 2012-May-15 09:age 2 ^, 9 Right -Suite® Universal 2012 12.0.04 RSU05864 page 2 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - 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: MAY 15, 2012 By: PATRICIA ZIMMERMAN 0 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 W Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft1 °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 IA-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 W, 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 i--G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 J2A-2om D 11J0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 L G 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 204 204 554 174 80 80 217 68 C 1613-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 0 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 v 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 10 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 1 1 531 32 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wrightsoft" 2012-May-15 09:ge 1 Right-SuRe® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft' 45.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area M Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N 2A-2ob 0:630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0. 0 0 0 0 0 11 IW 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 2 0 0 0 L-G 2A-2am 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 52 52 132' 114 IW �--G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2,22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 56 56 152 48 C 1613-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 9 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 1 0 1 1 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 ° 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 1 1 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri t�tsoft" 2012-May-15 09:13:19 9 Right-SUReO Universal 2012 12.0.04 RSU05864 Page 2 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N -�- wrightsoft9 Right-M 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: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft' 52.5 ft' Ty Construction U-value Or HTM Area (M Load v Area (W) Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6%�j12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.940 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I� 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.65 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 2A-2om 0.840 w 23.52 66.18 0 0 0 0 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 68 68 185 58 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 v 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 24001 1 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 1 17 1411 1 142 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 -Fik wrightsoft- Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 'C01` E:1Wrightsoft HVAC%Wynne Corpt62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N -�- wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRNI 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft' 266.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ftZ °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 ll 1/J 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 1� 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.65 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-0bw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 1 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 v 61 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 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) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 22% 34% 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 4 7 1231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Edo wrightsoft' 2012-May-15 0 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 �` E:\Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofsic.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ftk- °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35,56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 I--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 9 0 0 0 2A-2om 0.840 s 23.52 25.39 0 .0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IW �--G 2A-2am 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 v 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 1 01 1 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 v 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 514 237 Air required (cfm) 1 2 241 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wrightsof ' 2012-May-15 09:ge 5 Right -Suited Universal 2012 12.0.04 RSU05864 Page 5 ACCP" E:1Wrightsoft HVAC1Wynne Corpt62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N J +� wrightsoft• Right-J® Worksheet Enure 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: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heaUcool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft2 56.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ t2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeten (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UUVV 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 I--G 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 Lam_ GG 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 I-_ G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 Tj12C-0sw 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 L_G 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 196 196 175 326 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 4 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 9 142 39 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 10 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -[Jpl- wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 6 -45061 E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N TYrr-qWSURVEY.1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 12-18-14 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 10 FLORIDA WAY, OF THE I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT OF SPANISH LAKES I� j 2. SHOWN HEREON. UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PHASE 1, OF ST. LUCIE COUNTY, NO FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO W e THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q 12111CO283 J, EFFECTIVE DATE FEBRUARY 16, 2012. FFE =FINISHED FLOOR ELEVATION o U , J 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF FLORIDA WAY HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT 0 = DELTA OF CURVE OF SPANISH LAKES PHASE'1, OF ST. LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL --OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. i N -n o r— En U m 0 D 0 31.17, PERMIT #: /y/lJ - 0 3 5-2- EXISTING 61. Ui AVERAGE TOP 50.71" OF FORMS 9.97r ELEVATION=19.25 EXISTING 10.85 2 79' ABOVE EDGE o ip io- 1.57' OF PAVEMENT < a' -a: - . aQ' to a. ^i SITE BENCHMARK to ELEVATION= 16.46 at ASSUMED EXISTING 10 FLORIDA WAY SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. DATE:12-18-14 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 14-1911 LB#7280 Fax: (772) 340-2250 St. tucle Co. L Oat 1 it Ap roved .FIELD DATE: 12-18-14 CERTIFIED TO: WYNNE BUILDING CORPORATION 41/ /ALEXANqK J. PIAZ Professional'Surveyor do Mapper Florida Certificate No.: 6330 VAR ITI rIFRC\rl\A/(-.)r11d\rl1A/(:\1d_1Q11 rhAin 17/1S2/?r11dd•1Q•1SZ PAA