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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONLY L,4': v SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE p( LOT CVG % TAZ NO. FLOOD ZONEX, FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS 1/ WATER SEWERC-- SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE \ AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD PUB PARKS IMPACT IMPACT FEE PACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE _ SPECIFY MECHANIC i ROOF 'LZ 7 NON -CONFORMING MISCELLANEOUS FEES SUBS REQUIRED ELECTRIC GAS PLUMBING LOT OF RECORD FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COU f'ER • REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE ePPii� •.ia..s.J RECEIVED ,. 2K.ii:.;dcd'K' s •Sl Y.~- `` , L vs. _ _, �, A lA _` b ,a€�,� ter- a a `' o l.r ; - . DATE r':t{. : �•:: ..:.. :`. 9 i3 3iSt%! iii<.", +' :• • a s;;Tr..,a B, s¢st% • '� ;;4:c e}sk l£ ?,`as '_ _ r • COMPLETE:_ • ;•:s 25: u� seer:." o fr a A �� a 7i w > ; TiF a iSyavfd::ie ro r. rott i?n3:1' �'r.• -'r; INITIAL .x _/_.. a n . ?2.4 �t'EiL :F'i:srz7,p ^',YnF ar ri•, a r5 . „: ;,attic' i"-:�J• .?:i •?.r�=;n-,^- "'" ``'". `.. '`'i �•3""'�+`''-"4�ts•,. Q EC3EON-: PLAN REVIEW FE : "a3 S, O d RECEIPT NO.: PERMIT NUMBER: 30 ' 000 j CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED y S St. Lucie County Building and Zoning Cq� �t 2300 Virginia Avenue .'<ORIOp •: Ft. Pierce, FL 34982-5652 t <(/ �Y 772-462-1553 C/® coo APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: N�A Spanish Lakes 2. PROJECT NAME: FA i rWA Vq SITE PLAN NAME: 3. PROPERTY TAX ID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) II. SETBACKS (ACTUAL) FRONT K 11 BACK: RIGHT SIDE: LEFT SIDE: `7 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: 15. SF. FT lst FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000 . 00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wy n n e ADDRESS: 8000 -S. U_S11,' Suite 409. CITY: Port 8t. Mont i Lucie on 1 STATE: FL ZIP: 34952 PHONE (DAYTIME): CI 7 2) 8 7 8— 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): (_) CONTRACTOR -INFORMATION STATE: ZIP: ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: BUSINESSNAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 - S. US1, Suite 402 CITY: P o r t St. Lucie STATE: F L ZIP. 34952 PHONE (DAYTIME): 7 2 8 7 8— 5 513 FAX NO. 7 7 2— 8 7 8— 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34Q o 6 PHONE (DAYTIME): (7 7 a 2 8 7— 8 2 9 R B ONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: DWORTANT NOTCC&. 71h-r:i 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. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be don in compliance with all applicable laws regulating construction a d g. rOR_ORCONTRACT�ORSIGNATIJRE 4 CONTRA _=OR. ATURE. t STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this �_ d ��ay of Au Cry ST 20, by Matthew Lyle Wynne who is personally known v or has produced identification. A Signature of Not DOROTHY ANN BASKIN , Nomy Ppkek state of PwWa Commission No. • at contdi ores Oct 2. 2016 CMOs" I FF-015226 on i o Thm* N Not rY AUn. . STATE OF FLOREDA COUNTY OF St. Lucie The foregoing instrument nwa-s acknowledged before me this eday of .6,Cf37- , 20_13, by Matthew Lyl P W�znna who is personally known &"" or has produced as identification. Signature of Not �,% W:"may DOROTHY ANN BASKIN Commission No. ze'�' ei Notary(s - State of F Wift •g MY Caamm. EWM Oct.2. 2016' Commissioaa O.FF 01ff22�' �n//n/N Bonded Ill wo Nam N7tltyAliA: 110TE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPL:k VG FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLERKf "THE CIRCUIT COURT - SAINT LUCIE COU--' FILE # 3873153 OR BOO] 156 PAGE 379, Recorded 09/06/2013 at :42 AM AFTER RECORDING -RETURN TG•, MMrT NUMBER: I '1'lur Spure U' 1-0, ed to, I',nnll,µ: i,dl, / NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PfMPERTY (Legal description and street address) TAX FOLIO NUMBER:--1 3 0 6 —1 1.1 — 0 0 01 --0 0 0 0 SUBDMSIOI�'a$rwayall LbCK TRACT LOT BLDG UNIT \�-VMXA ? t,<Z4\ 6/7 34 39 all that part lying northeast of 95 2. GENERAL DESCRIPTION OFIMPROVEMENT:, single family residence 3.OWNER INVFORMATION:•• a.Name b.Address 8000 S US11 Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation _8000 S. US1, Suite 402, pSL, FL 34952 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: Tom Lee Spanish Lakes Blvd. Ft. Piercer FL. NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of cornmencemenl (the expiration date is I year from the date of recording unless a different date is specified) .20; - 201- 0590 Matthew Lyle Wynne Vice -President Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized OfLcer/Director/Partner/Manager State of Florida County of S t- - rttr'ie' Q The foregoing instrument was acknowledged before me this I I day of -S .20 By Matthew Lyle Wynne ,as VI GF REf/b6wr (Name of person) (Type of aucharity...e.g. Owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known'r�or prod ce thafqLloinLtykeq o•"" M 011fY AN" 111AIKIII a°� Nahry lat@Ilo - t1Yla d f1arW Mr Cosset. 6gI1M 0012. we LORo7K SKr, w * CowlllttalmOFF 01SM (Printed Name of Notary Public) (SignatureofNot Public) lit l) fa j2 llta0Ana Under penalties of perjury, I declare that I have r ad the foregoing and that the facts in it are We to the best of my knowledge and belief (section 92.525, Florida Statutes). Signatures) of Own Owner(s)' Authori Of(icer/Director/Pariner/Manager who signed above: By. By a.., ornontorta.�•�e��rl STATE OF FLORIDA ST. LUCIE COUNTY i NIS IS TO CERTIFY THAT TWIP It A St. Lucie County Building & Zoning 2300 Virginia Ave `�OR10p Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation (Company/Individual Name) project located at will be using the following sub -contractors for'the (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 II NUMB R: I ,"lei-- i�lM I ISSUE DATE: i II ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: C;?Oq rj State of Florida Certification Number (If applicable): �� OO ("7 C% 62 S �- GJ E le c l::r 1-c , xn- c , have agreed to be the (Company Name/Individual Name)` e le c f ri (,a l sub -contractor for Ve&a hl CDCD - (Type of Trade) n ( rimary Contractor) for the project located at ��—\� _Iizsc _Z-1� (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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REOUIRED * GNATURE PRINT NAME DATE Business Name: S 4 & ) 15 1 Address: —15 LL0 % OJ • L n ee y-' k oc& City/State/Zip: 1CT' 1? ,o 'Cp , 1� �-,9 �� Phone: -7 7a, — "71— &14 6 email: OFFICE USE ONLY: PERMIT # ISSUE DATE— w' C cou Y R I n A" PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26901 CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing 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 Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL. SIGNATURES ARE REQUIRED Wade Case SIGNATURE PRINT NAME Business Name: Address: Lindquist Plumbing & Supply c0s, Inc. 3185 Sneed Road < 3. X \!A\ - --,) DATE City/State/Zip: Fort Pierce, Fl. 34945 Phone: 461-1969 email: lindquistplumbing@ymail.com �►Z,L+TrT, TTCTi' nT%TY .V - PERMIT # ISSUE DATE l ST. LUCIE COUNTY PUBLIC WORKS J G BUILDING & ZONING DEPARTMENT ti F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): comfort-- C'ontroLucie Countyhave 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 Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) AL Barry Zimmerman PRINT NAME DATE Bus: Comfort Control of St. Lucie County Inc. iness a e Address: City/State/Zip: Phone: (772) 795_9010 email: OFFICE USE ONLY: PERMIT # ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F(OR1�A BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (If applicable): R C 2 9 0 2 7 0 8 7 Troy „re COast P00f i ng , r.r.cI have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at ��.�� __2_CA (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 personally filing a Change of Contractor notice. (Form: SLCCDV No_ 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED p Sri an Mal onP)z �\\ SIGN PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1816 SW Ri 1 tmore St -- City/State/Zip: Port S t.' L u c i e, FL. 34984 .Phone: (772) 343-8308 email: OFF -WE USE ONLY: PER # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property:\A-A`-A-2.Z�tZ #1 306-1 1 1—0001-nnn /n; 6.17 -14 39 all that part- lying (Tax ID/I.egal descripdon/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name Pfopert ,wnen—i!gnatuie;,` T Date 0 STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS / ` DAY OF A X , 20%3 BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED JL/litdL ,r SIGNATURE OF NO ARY NOTARY PUBLIC TITLE IDENTIFICATION. -Do se aTH y 14,4 a /O/aEj�f! rJ TYPE OR PRINT NAME OF NOTARY (SEAL) �A8KlN •��ar'4N�F+'= Notay Pont • suft of paws •s My Comm. EXOM OeC2, 2016 Commisdon IaF'01522� ��'�•° h �� Bonded TWO* NNoint Notuy AM ESIDEN?'1ALIC'®MMER CIA B UILD.ING PERMIT CHECK LI,S'T ,Site .Location: Permit Number: M..._..._.._._._._..__..__.__...... Technician: General: Application completely filled out with notarized signatures Yes No N/A f° Sub Summary List with contractors' names and county & state ' es D No r.1 N/A certification numbers Sub Agreements with original signatures a Yes No /N/A El/A Owner Builder Affidavit Yes No /�T Owner Builder Electric Affidavit es No/ N/A YesW�Ao No 0 N/A Filled Land Affidavit Y Geo or recorded warranty deed Uj Yes 11 N/A 03 Recorded Notice of Commencement Yes. No - N/A Utility Agreement or Payment Receipt Cj Yes 13 No / N/A Vegetation Removal Permit ri- Yes r.] No/ N/A Non Conforming Lot of Record l; Yes No N/A Plans, Calculations & Attachments Q copies commercial/Z residential): Complete set of plans with engineer/architect raised seal V es � No 0 N/A 01 Truss plans reviewed and approved by engineer/architect Yes ri No V2 N/A Landscaping and parking plan Yes U No N/A 3 Copies of approved site plans Yes U. No N/A 2 Sealed surveys or plot plans with dimensions, finished floor Yes No N/A elevation and setbacks Health Department approval stamped on survey and floor plan Yes No N/A Health Department food establishment permit stamp on floor plan LL--JJ Yes f + "' No N/A es r' No � N/A Manual J or Manual N calculations Y a ,Signed Energy Calculations Yes � No '- /A f—J Sealed Wind Load Compliance Certification ,, Yes No N/A Product Review Affidavit Yes No N/A Page 1 of 2 .DES`IDENT'IALICOMMERCIA L BUILDING PERMIT CHECKLI,.ST Site Location: .Permit Dumber:_ — Other: Health Department permit paperwork CD for Fire Department if commercial or multi -family DEP, SFWIVID or Army Corp of Engineers Pool Barrier Affidavit Ground sign landscape affidavit Burn rate for sign cabinets R V and ,Mobile Home Tie .Down Only (2 copies): Permit Worksheet (Tie -down diagram) Manufacturer set-up and installation manual Manufacturer blocking diagrams Signed penetrometer test (1 copy) Stair details Mobile home inspection report for relocation Copy of Title for relocation Class A approval from Growth Management Comments: Name: Si nature° \ Technician: _J I= Clear Form Page 2 of 2 Elyes,C No N/A U Ell Yes � , NoM/i N/A Yes No N/A Yes T.-1 No N/A 11 Yes Uj No N/A 11 Yes Oj No N/A Oj Yes — No N/A Yes' No N/A E Yes r-) No yi N/A Yes' No N/A Yes No N/A Yes No N/A Yes No N/A C Yes G No N/A Date:<Z R\ BUILDING CORPORA_---1N 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie September 11, 2013 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14294 Zorzal Permit # 1309-0001 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 15 Hermosa Lane in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 s AcglnV-4:F: 13 © c% a co l FIELD DENSITY TEST REPORT i DUNKE16BERGER f ; engineering & testing, inc. Report Number: HB09101113.0003 AlerracanCOMPANY Service Date: 10/03/13 607 NW Commodity Cove Report Date: 10/07/13 Port St. Lucie, FL 34986 Task: 772-343-9787 Reg No: 6870 Client Project Wynne Building Corporation Attn: Matthew Wynne 8000 South US 1, #402 Port St Lucie, FL 34953 Material Information Mat. Proctor No. Ref. No., 1 HB091011B.0001 Field Test Data 'Spanish Lakes -The Fairways 6102 Spanish Lakes Blvd Fort Pierce, FL 34951 Project Number: HB091011B Lab Test Data Project Requirements Optimum Water Max. Lab Water Minimum Laboratory Content Density Content Compaction Classification and Description Test Method (%) (pcf) Gray fine SAND with shell and ASTM D1557 13.0 112.0 N/A 95 trace clay Test No. Test Location Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 14294 Zorzal Ave, Permit No.1309-0001 1 Front of Building Pad 0-12 1 12 121.1 10.6 9.6 110.5 98.7 2 Center of Building Pad 0-12 1 12 120.9 9.7 8.7 111.2 99.3 3 Rear of Building Pad 0-12 1 12 120.3 9.3 8.4 111.0 99.1 Datum: Inches below top of final subgrade Serial No: 34488 Std. Cut. M:714 Std. Cut. D: '2287 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in -place density tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Michael Cohen Reported To: B. Bailey Contractor: Report Distribution: z6 (2) Wynne Building Corporation Reviewed By: Craig E. Dunkelberg FL Registration No. RECEIVED OCT 07-2013 Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CRoo07.4-17-12. Rev.5 Page 1 of 1 Jai jll`ell't'�e4/-/-- 'Oe-' /3 ci 9 C)(JIJ / Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish unload: Leave job: Return Plant: 0ID21/ 109) 'I Customer Code: Customer Name: 302'6605 RODNEY HALL_s S CONCRE17E CONST Protect,Code Project Name: ' 40910 5'MAT-PODNEY 'HALL i ALL WORK Ticket Date: Delivery Address: 11 /f:p 7/13 14294 ZORZA1- Delivery Instructions: Customer Job Number: Order Code /Date: 1092 11 /oT/ 13 Project P.O. Number. Order P.O. Number. VERBAL RODNEY I.jt"€ BAL R17i}NCL ` Map Page: Map/Row/Column: Dispatcher: HKL»UC Z.AlfEC'' Ticket Number: 32867587 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: i ✓• ; c'�c 5. f?c: i tic:f -1 i 075`a5 GERGE i ES C I � : L'LD1 dC, WALL LOAD QUANTITY CUMULATIVE QUANTITY I ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 1.0. ob . log bo lo. 00 i236.390 300o PRPM W/SAND YD3 OU 7 Phi s 1.00 1.247E 18 FUEL SURCHARGE l a oo ii�,02749 ENVIRONMENTAL CHARGE Cash check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: ] Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: Z6 WHEN ADDED. SIGNATURE RECEIVED PV 13 2013 CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us In writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O ` 68UNIVERSAL PRE' rRK. INVOICE LOAD NUM: 1 This Delivery Ticket incorporates herei I reference Buyer's previously executed—c-dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatic. 'any, and Seller's Order Confirmation (i ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agrefr nt"). Seller will provide the Standard Teri.. ..id Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of arruno- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable MOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. if wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada 'en su aplicac.i6n de crddito); cualquier t6rmino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera .los tdrminos estdndares y condiciones detal- lados en caso de asf ser requerid.os. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar e] monto de acuerdo al contrcto; al manos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, d.olo.mita, granito,.roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) ]a cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions aldrgicas en la piel]. Concreto seco y po.lvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La hum.edad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El. riesgo en la salud depende en la duraci6n y el nivel de la exposition. Seguridad: Evite el. contacto con ojos y contacto prolongado con ]a piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Ldvese ]as manos con iab6n suave y!agua',despuds=del riianejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protection respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n mddica inmediatamente si la irritaci6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. 02/06/2014 09:37 FAX 17724898160 CEMEX �� f � ��cmex I3�74- Od0/ 0001/001 55 21 nV 9 0 5 Cuslomee Job Numben Ord44 144LLl S CONCREIM CIONST CC, fda I Ogle; 1)2/04 14. + 1,:, ZOC ZAII.Y map Page: Mlpfflow/Cclumn: Dal Vj* W. P f - f'r Ticket Number. -5 u.,t A ;7 .389n, -976,"1. JI- Duo'.101 igrie', Slump! 6-k 00 Tr W OnTOMME "CHIP" Sl-.,AF97EndUee: I—MOSC.Ps DRI V FEE. WI ILOAD- CUMULAME QROERE0 UANTIrY QUANTITY -QUANTITY I MATERLALCODE PRODUCTION ORMORIPTION UCIM I UNIT PRICE AMOUNT Cush Chock 0 / Auth Code! Check Comments; o FUEL- SURCHARQEz.' ENVIROMF-WFAL, CHIIAROF- i;iu Signature Cr-Driver Receiving, cash; Cash Reealuod: Total COD Order Amountto Collect Without starldby churglin; WATER ADDED: -GAL YARDS IN DRUM: WHEN ADDED, SIGNATURE RECEIVED FEB 06 2014 CURB LINE CROSSED AT OWNERVAGENT'S REQUEST; MWA= C3 LOAD WAS TESTED BY: Notice: Our OrIvora Will Make every Ofluft to Plead M0141,111116 Where the austorder damignolo, but the SPECIAL TERMS; Any walarodded to at customers own rfak. If wnlor Is added on Joe, Concrete strength Company E5sumu9 no responsibility for d8magon Inside curb or property line. Customer sill (a the IS no longer qLlaeanlamd- WARMINO; Product may cause skin and/or eye irritation, CAUTION: Motarlio lanes of sale end delivery and accepts mriqrste as Ift. Duo to Important factora which are out of our may be hazardous to your oufary end neann. Please War to the backalde of this ticks' lot Important Cankhol Giller dollYary. IhIw Company will not manopi any rampe-Iffilbility, for Ing finished MaullB, NO Milk for safety handling Information, and to the rruitnflal vefoty, data sheen for additional InfornInLion, returned concrete. BUYSro exceptions and dolma shell be cadmod waived unless made to us In writing AUTHORIZED SIGNATURE! within one business day after the tecalpt ormatarisia. (9) 68UNIVERSAL PLANT 02/20/2014 10:37 772878765�- WYNNE BUILDING CORP.} PAGE 03/03 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie County Date: 17e6ruary 13 2014 Re: Lot/Block- Address. 14294 Zorzal Project: The undersigned hereby certifies that insulation has been installed in the above described property ns fnlimvc: 1. Exterior CBS walls have been insulated with: Spray -on Thickness in inches: -Cellulose Fiberglass Blankets Manufactureer: Fl boil ];lock Wool Blankets Density: X Aluminum ]Foil R-Value: R-4.1 Rigid. Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: hock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.375" Fiberglass Blankets .Manufacturer: Knauf Rock Wool Blankets Density: X Fiberglass Blown R-Aralue: R-30 Cellulose Loose bill Other Ceilings have been insulated with: X Fiberglass Blankets Thickness in inches: 9.5" Fiberglass Loose bill Manufacturer: Knauf Rock Wool Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Uther 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Qther 4. Garage partition walls of A/C living area have been insulated with: ]lock Wool Blankets Thickness in inches: 3.5" X Fiberglass Blankets Manufacturer: Knauf Spray -one Cellulose Density: Polyurethane R-Value: 11-11 Other „�Po, ''• ",loll Is' B O 09-• B .OB:,9 0 6 9: 00 0_ 8 0�: 0 e e a e. 0- a e 9 0: -9 0 0 0 L - �o. -•oti-9 o-.o :u-. a .�e.e--o : a a •9:a -ao:e : o o is oae�®9_�0 o — g ). �- h.;.Mri.. �zi•.ac. r:� .. h:±4'fir.. •esuvxn . _ _ � :� .. .�- - � ' Rr♦. CORRECTION R DESCRIPTION 'i 4 i �t ma`s'-ip ICCr°PYngtF20091=ternatronal;G, + ' �� -'w 4 �.''LSYi,'+�ifnSs�'k;�,�?'i-44'�T:' ..J� � � 'Y{ii� ti. � �1 r�yga��iy''��il�p-.J�T �J .,ems 9. }��Ip.{ i� s•a' �s^�,,, ,s�'{1�it. �S: �� iyri,40•a'C� ].t �+. .e :.. s4 �• i7 � 4.L';@nc od e�Gou,l Irtc Reproduotioh by.a�y meal plorbrtedrIC�C�� ,,, itheitrademark�dfInternattortal Code�ouncil,�IrLc and is registeXedn,the,US�Patent' and ,j,jrademnar, t .t �F£radditrdnalforms contact` }�z,� s t '�49�;'I�t' tf V`Y �A �e'q. S�j �°� �n��`72t +ia; s'��l �n<Sfs�. �:� �* �L}�� yr4i. { �'k5�7 � �_ {£ � �t�n 'A��ry�Y O • � � � � `.f.'q.'�risc 74 ',�`3�if'.q %('y`{•� �;.� �S' �� e�K`. � , a r t-; Y, � . n..43; '�G �'„�'�' .-cr �1 • r"te,3:'�1'�"iL..p1 c x -�'Q �MKe,?!, s�S�'}S°N.' 4.�'.EC3S,'R�"s�•�•�'...a� .�.s� •'�.:i�s��?':° . J"3kG. ^hf!tf[4'ne��i;',Yn.��.�eo-ri n�15<fs�'�rr".�"+b�^�� .:k 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or Inspection of the Installation must be coordinated with i e inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] �-- Two-family dwelling separation (R302.3) Floor live load (Table R301.5) 5' psf ✓ tl,",otllr,, , i 4 r n.fr�finnc ipgnq Ai Roof live load (Table R301.6) S-7 psf Ground snow load N��! psf Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria appli� (R301.2.1.1) Seismic design category (SDC) [Figure R301.2(2)] A SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area ✓ Decay area Winter design temperature. Ice barrier underlayment required /� Flood hazards ✓ FIRE-RESISTANT CONSTRUCTION (R302) c/ Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, JqfkParapets R302.2.4) and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) ✓ Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) t/ Fireblocking (R302.11) Draftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area ftZ Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A T-0" 5'-0" 3 square feet 11/2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8" min. at plumbing fixtures and for non -habitable basements. ✓ Required heating (R303.8) SANITATION (R306 and R307) ✓ Water closet Lavatory 91/ Tub or shower Kitchen area with sink V_ Sanitary sewer (Chapter 30) — �- Private disposal (Appendix 1) GLAZING (R308) Identification (R308.1) ---� Louvered windows or jalousies (R308.2) Wit�Human impact loads/hazardous locations (R308.3, R308.4) Aff+---Skylights and sloped glazing (R308.6) r -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor /y (R309.1) /Q Carport: open two sides; noncombustible / floors; sloped floor (R309.2) ✓ Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R310.1) Areas, height, width, operations (R310.1.1 - life R310.1.4) Window wells (R310.2) ✓ Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) MEANS OF EGRESS (R311) ✓ General (R311.1) ✓Egress door (R311.2) Landings at exterior doors (R311.3 - / R311.3.3) v Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) --um_Stairway width, headroom, walkline (R311.7.1 - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7. 5, R311.7. 6) N Handrails required (R311.7.7) NHandrail height, continuity, grip -size (R311.7. 7.1 - R311.7. 7.3) l� F� Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R311.8) GUARDS (R312) N / Required for open -sided surfaces, stairs, r - ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) 1_A / Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) IV IL Townhouses (R313.1) One- and two-family dwellings (R313.2) SMOKE/ALARMS (R314) V Referenced standards (R314.1, R314.2) ✓/Location and interconnection (R314.3) ✓ Power source (R314.4) CARBOfj4 MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) ✓ Referenced standard (R315.3) FO N, PLASTIC (R302.8, R316) t�Uj Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317/and R318) t/ Protection required (Table R301.2(1), R317.1, ��318.1) �CI Quality mark (R317.2 and R318.1.1) SITE DURESS (R3,19) Address numbers (R319.1) ACCFE SIBILITY (R320) ff�J Type B dwelling units applicable (R320.1) ELEV TORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) '� General (R322.1) 41TCHazard area and requirements (R301.2.4, �/Design 309.3, R322.2, R322.3) professional (R322.3.6) STO HELTERS (R323) -N* (f General and referenced standard (R323.1) -4- FOUNDATIONS (Ch pter 4) MAT IALS (R402) 0 Concrete foundation walls (R404.1.2) Wood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) FOOT_ I�S (R403) Soil bearing value (R401.4, R403.1) �ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing / thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R463.1.3 and R403.1.6.1) Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- ected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry =1/2" di- ameter bolts, within 12" but not less than 7 olt diameters from corner, 7" embedment $Frost (R403.1.6) ootings adjacent to slopes (R403.1.7) protected shallow foundations (R403.3) ootings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) Masonry foundation walls (R404.1.1) ��` Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] feR404.1.2(8), R404.1.5.2] Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.71 Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) AjMor: Drains required if habitable or usable spaces are below grade* (R405) lV Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) " If uninhabitable, see Under -Floor Space (R408) COLUMN (R407) Protection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) A Steel columns minimum 3" diameter, Sched- ule 40 pipe) ((R407.3) TABLE R403.1 nnorecr no 11RACAhIDV GAIITINL`.0 /inrhncla LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 >_ 4,000 Conventional li Mr me construction I -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1 -story 12 12. 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fully arouted masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- 1 FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) WOOP JOISTS AND GIRDERS (R502) Species and grade (R502.1) Removal of debris (R408.5) Finished grade (R408.6) IV I Flood resistance (R408.7) FLOORS (Chapter 5) .Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) trusses (R502.11) Draftstopping (R502.12) LUM ER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOP STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) AM Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PAR CLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] THE pit FLOORS (ON GROUND) (R504) �5 Base course: 4" thick with maximum 3/a' gravel or'/z" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEE FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) . Structural framing (R505.2) Material (R505.2.1) - Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRE FLOORS (ON GROUND) (R506) Thickness: 31/Z" minimum; Concrete strength (R506.1) VI/Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" R506.2.1) se course: 4" graded with 2" maximum aggregate (R506.2.2) �apor retarder (R506.2.3) Reinforcement support (R506.2.4) M WALL CONSTRUCTION (Chapter 6) GENERA (R601) esign (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) )NSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] . Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STE L WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) 00- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) KI Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEQ HING (R604 and R605) (^V' Wood structural panels (R604) Particleboard (R605) MASONRYYONSTRUCTION (R606 - R610) General design (R606) LXSS C C and D (R606.12) Unit masonry (R607) __Ke Multiple wythe masonry (R608) Grouted masonry (R609) Aj_feGlass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) tay-in=place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIWINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL COpNf TRUCTION (R613) Applicability (R613.2) N Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- i WALL COVERING -(Chapter 7) INTE I R WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) Ceramic tile (R702.4) V Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) W AL Water -resistive barrier (R703.2) Wood siding (R703.3) V Wood shakes and shingles (R703.5) Exterior plaster (R703.6) RStone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) g4-- Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/8" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) rX. lashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Attachment and minimum thickness . t- `- - I— V-"" (Table R703.4) -W-WVinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERPyL (R801) Design (R801.2 and R801.3) _Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) t,I Fire -retardant -treated wood (R802.1.3) -/ Framing details (R802.3) /Rafter tie (R802.3.1) ✓ Collar ties (4' o.c., in upper third of attic) (R802.3.1) a� Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) _ r Cutting and notching (R802.7) JV Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9), — /Wood trusses (R802.10) Roof tie -down (R802.11) CEILING�.IOISTS [Tables R802.4(1), R802.4(2)] !thout attic storage, LL = 10psf With attic storage LL = 20psf Spacing ,,,,�pecies Grade an Size RAFT RS [Tables R802.5.1(1) - R802.5.1(8)] 4-Ground snow load/LL = 20psf If Controlling design (LL or snow) Ceiling not attached/ceiling attached -/Spacing �S ecies Grade pan ize :0 H,/HR; Adjustment factor ROOF SEATHING (R803.2) 6/ rade Thickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) M ROOF -CEILING CONSTRUCTION (cont'd.) STEE ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) -Corrosion protection (R804.2.3) Ar Fastening (R804.2.4) oof construction (R804.3) Roof tie -down (R804.3.9) ROOF VkNTILATION (R806) %Ventilation requirements (R806.1- R806.4) ATTIC7ACESS (R807) Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) ,V/ Roof covering materials (R902.1) 'WEAT,PROTECTION (R903) rshing (R903.2) ping (R903.3) of drainage (R903.4) Hail exposure (R903.5) MATERIA (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIR ENTS FOR ROOF COVERINGS (R905) 4sphalt shingles (R905.2) ��lay and concrete tile (R905.3) Metal roof shingles (R905.4) 'Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) Wood shingles (R905.7) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) RIN SULATION (R906) JGeneral (R906.1) RERpOFING'(R907) l h Materials and methods (R907.1) Structural support (R907.2) XWRecover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MA�Sf NRY FIREPLACES (R1001) w Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcinglanchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Ai A[A- Hearth extension material (R1001.9) _kWHearth extension (R1001.10) Fireplace clearance (R1001.11) Fireblocking (R1001.12) MAS NRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Wk/Corbeling (R1003.5) In CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) PJ4 Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) �KChimneycrickets (R1003.20) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) FACTORY -BUILT FIREPLACES (R1004) XAListed and labeled (R1004.1) Installation (R1004.2) FACT RY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXT,EP,IOR AIR SUPPLY (R1006) —9fiIntake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) tX Compliance; material and equipment /(N1101.2, N1101.3) Climate zone (Table N1101.2) 'See energy conservation plan review record Building envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) . Appliance access (M1305, M1401) V Appliance installation (M1307) _[_Z Heating and cooling equipment; heating / and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) /Duct systems (Chapter 16) ✓ Combustion air (Chapter 17) g/A-Application (G2401.1) General regulations (G2404) Appliance location (G2406) . Air requirements (G2407) Installation (G2408) ►" `� Chimney and vent location and terminations „ f A !u (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) A 1� Solar systems (Chapter 23) rJ Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) fl/ ai— Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) Pal Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) _ Misc appliances (G2423, G2425, G2430 - Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) �/ Piping support (Table P2605.1) LZ Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design 4and calculations (Chapter 29) Dwelllng unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage r (P2904.2.4) Piping materials A[WFIow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) % // Storm drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapterss334-43) ` v Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) I Listed and labeled materials (E3403) Service equipment and location (E3405, / E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) t/ Feeder requirements and load calculations (E3704) Required lighting and receptacle outlets . / (E3901, E3903) V Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter41) Fnl�Swimming pools (Chapter42) � Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) kJ Compliance with Appendix E verified -11- C RADON CONTROL MEASURES (Appendix P) provisions adopted (R102.5) A�Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Ar /�► Provisions adopted (R102.5) ," Compliance with Appendix G verified PATIO COVERS (Appendix H) N Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) (ArProvisions adopted (R102.5) ,V Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Iv A— Provisions adopted (R102.5) 94— Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- 11/19/2013 14:11 7728776 WYNNE BUILDING1,r'^4P PAGE 05/05 St. Lucie County ]Building & Zoning Department :*0 Virginfa Avenue Port Pierce, FL-34"2 772-462-1165 Fax 772-462-6443 Request for 30=Day Texilporalry PoWelr Release Date: �\3 Perxat Number• �- ` —0�\ Property Address: THE UNDERSIGNED HFR-EBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE OESCRIBE.D'PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30)'DA,YS, FOR THE PURPOSE OFT STINGr SYSTEMS AND EQUIFMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPRO�'AI OF TEE REQUEST WE HERESY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated -purpose only, and there will be no occupancy of ady type, other than that permitted by construction during this time Veriod. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, inch#dirig Building )Division Policy, which is incorporated herein by reference. 3. A'.Il conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing"• have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the BalXdrztg Official stating the reason for the request. Power may be xemoved from the site and/or a Stop 'Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required, to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR. EMPi OYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAYBE INCURRED DUE TO TAB DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT, RECEIVED N,9V 1-9 2013 CCMEX 4e/I-N2//0 55515579 Plant: Begin Loading: To Job: I •'Arrive Job: Start Unload: I Finish Unload: Leave Job: Return Plant: ?S-)5 / 109 g--..r Customer Code: Customer Name: 30,2,CfiJ05 I,OIX,1F- I RA .L' S C0NC RE T E_ C:CINST Project Code: Project Name: I' j`'r I�?'QV. v' :''1 I-�1��i._.`. i }I.... %KXj 11 Ticket Date: Delivery Address: Delivery Instructions: Y C_J} -i IArk4. 3 .. A .CI " )riy-, Customer Job Number: Project P.O. Number. 1)[- 1' j7i1;^ Ll�rr l: Order Code / Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: irl Ticket Number: 32,941552 LOAD CUMULATIVE ORDERED QUANTITY QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT •• 1. 0. 00 2.10. t� 0 . 0. o 1 1E 'c `t& :s. z';,5rf?t 3 �� O 7. 50 L400 y 75ra1.:, 5: '�0(r.'T Br--. MEC! i 150 L 1. 011_1 1;',-, 731 t, ' 1JEI.... .;UR1,!'-1ARGC I A (,)t--a-1'w,0.`.''74 rr ", :NV T RONIY!Oi'tiT AL U 1PIRGE Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby. Charges: Check Charge Comments WATER ADDED: GAL 'YARDS IN DRUM: WHEN ADDED. RECEIVED OCT 94 2013 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: t f J SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous_foyou�ur safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety hand i�informaFion, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O ( _ r •— ^�` --7 68UNIVERSAL r' REV T RI'' ' .}. S YCy' '' 804• INVOICE I_DAE-1 NUM,-, 2 This Delivery Ticket incorporates her(" ' y reference Buyer's previously execute( -dit Application, if any, Seller's Standard Terms and Conditions; Seller's Quotati if any, and Seller's Order Confirmation ( xding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including .limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose. throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hennann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia at comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantfas), ccimo acuerdo total del. ticket de entrega ("Contrato"). El vendedor proveera los tdrm.inos estandares y condiciones detal.- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contacto; at menos que se identi- fique con una nota at frente de este documento. AGREGADUS / / YRODUUTUS DE UON(;RL+"1'U / CL+'N1GA5 VULAN`1ES :Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener etas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en. la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar. toser, irritaci6n o quemaduras en ]a nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con. ojos y contacto prolongado coin .la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la Carte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si ]a irritaci6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para .mas informaci6n visita www.cemexusa.com. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE 'TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:_ 1�0at- o®(3 JOB ADDRESS: �`�� Z��Z.atl /k ll p_ BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: ,6�-�� -= -,y �� PEST CONTROL LICENSE #: -zrcR�, 0- 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:L U q_ Percentage of solution: r Date of Treatment: /d- ;1 ►-13 Footing 1st Treatment, Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: Recjek vn r Total gallons used: ').00 Time of Treatment: q' O 6 ._..Slab _�ist Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection Si nature of xterminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a -re-inspection fee charged. FBC104.2.6 Certificate Of Protective Treatment for prevention of termites A weather resistantjobsite posting board 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 of gallons used, to establish a venflable record of protective treatment; If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. �I�c'� LAgS - Termite Inspection - Termite Pretreatment - Pest Control - Rodent Service • Fire Ant Lawn Service ,I; d&1 d ti Jesus Christ is �Jfnn 000 ru►e Termite & Pest Control i y Inc. M r '72-323-7921 FBI: 772 349-5999 Email: Evictabug@gmail.com 2373 SW Woodridge St. icense nsure Lic. JB175775 Port St. Lucie FL. 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE i ' ti TIME rj l `r 7 MENINAME I DEVELt�P")t�,`��il�(OR�OJ/ T� o\t.�e �� S COtl{i�jNAME i� L �iiY1 itPl�iliae d"1I CONTACT PERSON STRUCTURE ADDRESS CITY, STATE, ZIP NOTES pe(j" iI 4- \ r 1 4d ®C)C;i :51eYfa� .� i !. %fri j1%. r i• ❑ FLOATING ❑ MONOLITHIC ❑ CUTOUTS ❑ FOOTER ❑ TAMP & TREAT If REAT ONLY PRODUCTS O� BASELINE ❑ OTHER ACTIVE INGREDIENT CONCENTRATION if"06% ❑ .12% i SQUARE FOOTAGE _ 'l] PATIO ❑FRONT ENTRY dFINAL ❑ DOMINION 2LACTIVE INGREDIENT ❑ GARAGE 01DRIVEWAY ❑ STEM WALL I. ❑ RETREAT ❑ BORA CARE TREATMENT ❑ POOL DECK ❑ OTHER °4 BIFENTHRIN ❑ TERMIDOR TC ❑ BORACARE a ❑ ADDITION ❑ PLUMBING CUT OUTS ❑ DISODIUM OCTABORATE TETRAHYDRATE ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED /)-lb LINEAR FOOTAGE 29,03 SQUARE FOOTAGE VERIFIED E1 YES ElNO JOB READY CONDITIONS MET jp ES ❑ NO (0 MEASURED OR VERIFIED PER PLANS DETAILS 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-/ `i .k- ) FINAL STICKER !_ ❑ ELECTRICAL PANEL ❑ WATER HEATER t' OTHER E r VIA '01G•, hP (w(II -i�.- .• i B Payment Terms: Payment due at time of service. RECEIVED J t N 2 7 7014 Date Date Applicator: (Evict A Bug Termite and4bsttontrol, Inc.) U Customer (Property Owner or Agent) Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 130ci—Ooo1 JOB ADDRESS: 14M-ZOCZA' AJe-- 9(� Pietc-e- BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: Vk0 4 - bw-r;-TrAdP- � P-eif &A-rd lfvC . 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: 350 r Lt'� Chemicals used: ` Percentage of solution: ,U 6/- Total gallons used: / �o Date of Treatment: 1-as-I y Footing 1st Treatment Re -Treat _X�Driveway ist Treatment Re Me) Other 15t Treatment Re -Treat Time of Treatment: ct"S-S- Slab 1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection SignaturW of ermina or Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the 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 of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. r __ Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek � RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 a1A Parrke9Esa6st B�llv9d..5 Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: 62' GRAND JARLY Iy ITH PORCH Model: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings, Show Special Loading Conditions): Design Code:. FBC2010/TP12007 Design Program: MiTek 20/2.0 7.3, Wind Code: ASCE 7-10 [All HeighlI 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 hi eet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers e No. ISeal# I Truss Name I Date 1 T4938742 I A5 7/19/013 12 I T4938743 I A& 17/19/013 13 I T4938744 I A7 1 7/19/013 14 I T4938745 I A8 17/19/013 15 I T4938746 I A9 17/19/013 16 I T4938747 I A 17/19/013 17 I T4938748 I GRA 17/19/013 18 I T4938749 I GRB 17/19/013 19 I T4938750 I J2 17/19/013 { 110 I T4938751 I J4 17/19/013 Ill I T4938752 I J6 .: 17/19/013 112 I T4938753 I J8 17/19/013 I 113 I T4938754 I KJ8 17/19/013 I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's'Name: 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. ,,,,,BPS A" Ii��i �;.. No 39380 =-10 �= STA OF : kl 441 �O N A1- E�`• %% n111m FL Cert. 6634 July 19,2013 Albani, Thomas 1 of 1 Job , Truss Truss Type Qty Ply 62' Grand Carlton III with porch t 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 Pag " ID:2GIScwwyY5hnGhXVARzUkuyuFUM-UgOFQGyiQOKxhLwEVOEgVfgGaJgtpvYMxo_tsFywU r1-0-0 7-8-5 10-6-4 17-0-0 20' 26-4-0 34-0-0 35-0-0 1-0-0 7-8-5 2-9-15 6-5-12 3.4.8 5-11-8 7-8-0 1-0-0 Scale = 1:60.3 4.00 12 5x8 11 6 2x3 11 2x3 I 7 46 % 3x6 2x3 z�- 5 4 8 3x4 3 9 2 14 10 m1 11 � J 5x12 MT18HS = IA 0 6 4x10 = 13 12 3x6 2.00 12 5x12 = 2x3 II 10-64 20-4-8 26-4-0 34.0-0 10-6-4 9-10-4 5-11-8 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(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=-1 79(LC 6) Max Uplift2=-816(LC 8), 10=-816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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=-277515007, 13-14=-976/2035, 12-13=-1520/2822, 10-12=-1520/2822 WEBS 3-14=-311/333, 5-14=-247/266, 6-14=-1712/3156, 6-13=-253/524, 9-13=-700/469, 9-12=0/272 NOTES `,,,/11111111//�,,, 1) Unbalanced roof live loads have been considered for this design. `,�% _ n P.. .. el,�� 2) h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; E,Ea�Q\`��G E N $�••'9 7-10; uMWFRS (directional); LumberaDOL 1860 plate grip DOL=1 60DL=3.Opsf; C;IEncl., GCpi=0.18;SCE AL �i i 3 All plates are MT20 plates unless otherwise indicated. • 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 0 3938 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 willzt 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 capacitymfe f� bearing surface. b AT E r :mow;• 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 joill. ••• 10. 8) "Semi -rigid including heels" Member end fixity model was used in the analysis and design of this truss. �0. • O 'D P`•• \��` pitchbreaks R 1 i��,sslO LOAD CASE(S) Standard N AL ��/1111111111�` FL Cert. 6634 July 19,201 © WARNING- Verify design parameters and READ NOTES ON MIS AND INCLUDED IMEKREFERENCE 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 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 Informoflon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. IFSaul3rerrs Pine (SP) lumber is specified, the design values are those effective 06/01/2013 by AfSC Tampa, FL 33610-4115 Job. Truss Truss Type City Ply 62' Grand Carlton III with porch T4938743 M11323 A6 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 14:09:09 2013 Pag ID:2GIScwwyY5hnGhXVARzU kuyuFUM-ysaddcyKBiSoJVVQ3jlv2tNP8j4OY17WASkQPiywU r1-0-Q 8-11-11 16-0-0 184) 0 20-4-8 25-11-15 34-0-0 $5-0-0 �i oo-0 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 1-0-0 Scale = 1:62.4 4.00 F12 5x8 - 4x5 5 6 2x3 3x4 5x6 WB% 5x6 WBZ� 34 78 14 ur1 2 l 9 10 rj 502MT18HS= 13 IM l O 3x4 = 4x10 = 12 d 11 3x6 5x6 = 2x3 II 2.00 12 10-6 4 15-0-0 16-0-0 20 4-8 25-11-15 34-0-0 10-6.4 4-5-12 1-0.0 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/TPI2007 (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* MiTek recommends that Stabilizers and required cross bracing be 2-14: 2x4 SP M 31 installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 *Except* Installation guide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=-1 69(LC 6) Max Uplift2=-816(LC 8), 9=-816(LC 8) Max Grav2=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 fl WEBS 4-14=-435/467, 5-14=-1543/2851, 5-13=-388/171, 6-13=-151/496, 8-12=-819/564, A1�f g-11=0/309 ,`S NOTES ,��••.••\G E IV&'-..'9�J V 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. ]I;-txp 0 39380 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 + * ; r 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. f� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * ; 44/ Z 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 f b AT E F : •' between the bottom chord and any other members. i •.� Q Q.•• C7) 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 1 C'? �j� bearing surface. 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 joint 9. 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 19,201 ® WARNING- Verify design parameters and READ N07ES ON77IIS AND INCLUDED MTEKREFERENCE 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 responsibilliiy 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/11`I7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa8on available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if Southerts R/ne (SP) lumber is specified, the design values are those effective 06/01/2013 byALSC Tampa, FL 33610-0115 Job _ Truss Truss Type Qty 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 Pagel ID: WSJgpGwal Ppeur6hk9UjG5yuFU L-vFiN21_ajJiWYofpA8nN71SIXXiP09VpemDXTaywU r1-0-0 8-10-10 14-0-0 20-0-0 25-11-15 i 34-0-0 35-0-Q 1-0-0 8-10-10 5-1-6 6-0.0 5-11-15 8-0-1 1-0.0 Scale = 1:61.3 5x10 5x6 = 4.00 12 4 5 2x3 3x4 3 6 2 11 N 7 l g u) In' ;6 5x12 MT18HS = Ic j 6 4x10 = 10 0 9 3x6 Zz 5x12 = 2x3 II 2.00 F12 10-6.4 14-0-0 20 4-8 25-11-15 34-0-0 10-6-4 3-5-12 6-4-8 5-7-7 8-0-1 Plate Offsets X Y : 2:0-4-2 Ed a 4:0-5-0,0-2-0 , :0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/deft Ud 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 WB 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 MiTek recommends that Stabilizers and required cross bracing be WEBS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation 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=-1 50(LC 6) Max Uplift2=-816(LC 8), 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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, 9-10=-1508/2801, 7-9=-1508/2801 WEBS 3-11=-371/412, 4-11=-1307/2558, 4-10=-783/392, 5-10=-171/459, 6-10=-711/484, 6-9=0/280 NOTES 1) Unbalanced roof live loads have been considered for this design. ,',1111111111 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 S A 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 MT20 indicated. ,�� Q\v, plates are plates unless otherwise ��.••�,� 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 ar O 393 between the bottom chord and any other members. - * 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacityif bearing surface. M = 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 .. 5 ATE 7. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 • �� O Q,••. \��,� O R 1 LOAD CASE(S) Standard % SiO N A1- � 411 li m FL Cert. 6634 July 19,201 ® WARMING- Verify design parmrtefers and READ MOMS ON MIS AND INCLUDED JUTEKREFERENCE PAGE MII-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 available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if Southern Pine (SP) lumber is specified, the design values are those effective 06101/2O13 by ALSO Tampa, FL 33610-4115 Job , Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938745 M11323 A8 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 14:09:13 2013 Pag I D: WSJq pGwalPpeur6hk9UjG5yuFU L-rdp8TzOgFwyEn6oBiZprgY7vKOxU8n554ieYTywU r1-0-Q 8-8-0 12-0-0 15-8.4 20-0-8 1 22-0-0 i 24-8-12 i 34-0-0 1-0-0 8-8-0 3-3-12 3-8-0 4-8-4 1-7-8 2-8-12 9-3-0 1-0-0 Scale = 1:61.3 5x6 = 2x3 11 5x10 3x4 = 4.00 F12 4 14 5 6 15 7 2x3 2x3 3 8 2 10 ul 13 �� 1 9 ij 5x12 MT18HS = I T 0 0 4x10 = 12 11 3x6 5x12 = 3x4 = 2.00 F12 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 Ede 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: 1541b 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=-1 30(LC 6) Max Uplift2=-816(LC 8), 9=-816(LC 8) Max Grav2=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=-115212370, 9-11 =-I 467/2678 WEBS 3-13=-362/404, 4-13=-910/1686, 5-13=-255/754, 5-12=-868/517, 6-12=-260/228, 7-1.2=-294/365, 7-11=-289/642, 8-11=-480/467 NOTES ` 11,111.11111j1, 1) Unbalanced roof live loads have been considered for this design. �0_^ PS • A • q ��j Ce '',, 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\v`, • G E N • • S' '9 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦ \ i —';�i 3) Provide adequate drainage to prevent water ponding. •�• • 4) All plates are MT20 plates unless otherwise indicated. O 39380 s 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 willxt between the bottom chord and any other members. : f� + 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityw bearing surface. i : b 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�.•• T� O P •�;��/, 9. "Semi �j�s R 9) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `♦♦ A1- �� .�%% �5�0 N LOAD CASE(S) Standard 11/11mW' FL Cert. 6634 July 19,201 A WARMNG - verify design perm .f. and READ NOTES ONTWS AND INCLUDED M1TEKREFERENCE PAGE MU-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 responsibilliiy 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA22314. If Southern Rine (SP) lumber is specified, the design values are those effective 05/01/2013 by ALSO Tampa, FL 33610-0115 Job . Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938746 M11323 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri.Jul 19 14:09:15 2013 Page ID:_etC1 cxC3ixVV?huls?ypJyuFUK-nOxuufl5nYDyl QyaP_sJH8ddD8Aly?30YOBkcLywU r1-0-0 6-7-15 10-0-0 15-2-14 20-4-0 24-0-0 i 27-4-1 34.0-0 35-0-0 1-0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 6-7-15 1-0-0 Scale = 1:59.3 4x4 % 2x3 11 4.00 12 3x4 = 5x10 4 16 5 6 17 7 2x3 J Fell 2x3 i 3 8 u� 2 r; c) 9 10 n �1 6 1ci 6 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 10-4-0 3-8-0 10-0-0 Plate Offsets X Y : :0-5-0 0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 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 FBC2010/TP12007 (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 SIP 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 Horz2=109(LC 7) Max Uplift2=-450(LC 8), 9=-268(LC 8), 13=-913(LC8) Max Grav2=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, 3-4=-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 1) Unbalanced roof lttas have been considered for this design.1t=128mph; % A� �,`QPS• A. A<e,� �i 2) Wind: ASCE7-10; Vul65mph (3 second gust) Vasd TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; E E N S� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60`r.••�,�G ^ 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. O 3938 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 willZ 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 viz •• and 913 lb uplift at joint 13. i : AT E h 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 C ,,I�� •'� 0 R P'•• \��, � %� AL FL Cert. 6634 July 19,201 A WAPMNG - Verify design parameters and READ NO78S ON 7WS AND INCLUDED MI=REPERENCE PAGE ME-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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22374. llSouthem Pane (SP) lumber is specified, the design values are those effective 06/01/2013 by ALSC Tampa, FL 336104115 Job . Truss Truss Type City Ply 62' Grand Carlton III with porch T4938747 M11323 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:06 2013 Page I D:a3B4PavKnnZweXyJckSFBgyuFUN-YHuU?awRurADS 1 mrObBCQE12oW 61 L?83UUVmoNywUi r1-0-0 6-7-13 12.4-13 17-0-0 21-7-3 27-4-3 34-0-0 35-0-0 9-0-0 6-7-13 5-9-0 4-7-3 4-7-3 5.9-0 6-7-13 1-0-0 Scale = 1:58.4 4.00 12 4x4 = 6 19 2x3 I 18 2x3 II 3x6 % 5 7 3x6 3x4 % 4 8 3x4 3 9 2 10 11 �1 1' 0 3x6 % 17 16 15 20 21 14 13 12 3x6 2x3 II 4x6 = 3x8 = 3x8 = 4x6 = 2x3 II 6-7-13 12-4-13 21-7.3 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets X Y : 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 = 0% LUMBER BRACING TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SIP 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), 1 0=1 210/0-8-0 (min. 0-1-10) Max Horz 2=-1 66(LC 6) Max Uplift2=-844(LC 8), 10=-844(LC 8) Max Grav 2= 1 355(LC 2), 10=1355(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=-2656/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19=-2656/1658, 7-8=-2606/1555, 8-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=-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 ,Illllliff,°° NOTES ��`� S A. �P'•.....• ,�� 1) Unbalanced roof live loads have been considered for this design. v� Q •••� G E N • • '9 S 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.[]; EOAA `.• �, �`' � �� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 39380 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 willat * :/ 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 {� 10. a ATE t �: 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � � 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 15-0-0, ��0,<�'.` ••.: and 50 Ib down and 29 Ib up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. �� 0 R I � \ ,� '' ��C? 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j� SS • • • • • •' �� LOAD CASE(S) Standard N Ari 1lt 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 19,201 Continued on Da e 2 A WARNING- Verify design parxunetem and READ NOTES ON INIS AND INCLUDED Mf=REFERENCB PAGE Mf1-7473 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 ANSIflP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Ii_..them Pine (SP) lumber is specified, the design values are those effective 06/01/2013 by ALSO Tampa, FL 336104115 Job , Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938748 M11323 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:17 2013 Page I D:_etC1 cxC3ixW?huls?ypJyuFUK-j P3fJL3LJ9TfGj6yXPunMZiokxlOQtthOigrhEywU r1-0-Q 8-0.0 11-1-1 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 $5-0-0 1-0-0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3-9-14 8.0-0 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 = 13 6x 21 10 2 22 23 t2 N 1101 IA 3x4 = 29 28 27 26 25 24 4x4 = d 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = 8-0-0 11-1-1 18-6-0 26.0-0 34-0-0 8-0-0 3-1-1 74-15 7-6-0 8-0-0 Plate Offsets X Y : 3:0-3-8 Ede 21:0-3-5 Edge], 22:0-3-10 Ede 24:0-3-8 0-3-027:0-3-8 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) I/defl 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 n/a n/a BCDL 10.0 Code FBC2010/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 SIP No.3 1 Row at midpt 8-21 BOT CHORD 2x4 SIP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-28: 2x4 SIP No.3 JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 WEBS 2x4 SIP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 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(LC 8), 27=-1183(LC 8), 26=-1480(LC 8), 22=-643(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES (lb) - Max. 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=-1521308, 9-11 =-I 40/372, ettll111If/ f/ 11-14=-216/415, 14-17=-135/278 BOT CHORD 2-29=-178/558, 28-29=-127/427, 27-28=-127/427, 26-27=-865/511, 25-26=-355/593, �PS• A, ,�� '/j, ♦♦♦� 24-25=-355/593, 22-24=-1015/2040 ♦ 0 . e E N WEBS 3-29=-450/1137, 3-27=-1783/896, 5-27=-768/625, 5-26=-513/328, 13-26=-925/614, A ; .•'�,�C' 18-26=-2406/1458, 18-24=-832/1770, 21-24=-34/362, 4-5=-571/485, 19-20=-343/310, •';-fir 14-15=-519/392 * O 39380 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. II, AT C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ' T �� 4) All plates are 2x3 MT20 unless otherwise indicated. ii�'��' < 0 Pt: O \�� ••'........ 5 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an other live loads. tS �'.6# 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 SRO N A1- between the bottom chord and any other members. //f fill 1 l i t tt�, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 Ito uplift at joint 2, 1183 Ib 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 Celt. 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 19,201 Continued on a e 2 © WARNING- Verify design parameters and READ NOTES ON71US AND INCLUDEO 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 ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexonddo, VA 22314. !f Southern Rine (SA) lumber is specified, the design values are these effective M/01/2013 by ALSO Tampa, FL 33610.4115 Job . Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938749 M11323 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:19 2013 Page I D:SrRaEyyrgO4M78G4raW BLW yuFUJ-gnAPkl4bgmjNV 1 GLegwFR_n7blXCumd_T09yI7ywU r1-0-Q 8-0-0 14-2-6 204-0 26-0-0 34-0-0 35-0-0 1-0-0 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 1-0-0 Scale = 1:59.3 4.00 12 6x10 3x8 = 4x6 = 5x6 = 5x6 = 3 16 4 5 6 17 7 2 8 9 N A �I1 I �; 0 0 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 WB— 3x4 = 6x8 = 3x6 = 6x8 = 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 Plate Offsets X Y : 2:0-4-0 Edgel, 3:0-5-0 0-2-0 4:0-3-8 0-1-8 5:0-3-0 Ed e , 8:0-2-0,Ed a 10:0-3-8 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 >685 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (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 Horz2=-77(LC 6) Max Uplift2=-898(LC 8), 12=-2520(LC 8), 8=-394(LC 8) Max Grav2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (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=-1715/3467, 14-15=-1737/3533, 13-14=-1737/3533, 12-13=-1022/2028, 11-12=-2284/1302, 10-11=-2284/1302, 8-10=-293/781 WEBS 3-15=-408/1222, 3-13=-1642/779, 4-13=-203/929, 4-12=-4684/2540, 6-12=-2440/1562, 6-10=-1739/3381,7-10=-339/365 %%_�A PCj. A. ,eo��I � �e O\`�`••'• E NOTES C' N S�`•.��i� 1) Unbalanced roof live loads have been considered for this design. A�.r �.•�\ 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; Pvcp •� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Q 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. 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 willZ {� between the bottom chord and any other members. ATE 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 • and 394 lb uplift at joint 8. 00 T �� • 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . O R % Q " ' 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, �jl• • • • •' ��% % �� ssl,9 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 �i1O N A104 %%�� 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 19,20113 Continued on a e 2 Q WARNING - Verify design parameters and READ M07ES ON77IISAND INCLUDED M EKREFERENCE PAGE MD-7473 BEFORE EM& Design valid for use only with Mffek 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 available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if southern Rene (SP) lumber is specified, the design values are those effective 05/01/2013 bV ALSC Tampa, FL 33610-4115 Job . Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938750 M11323 J2 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 14:09:20 2013 Page ID:xl?zSlzTbJCDIIrGPHIQukyuFUI-8_knxN5Db4rE7BrXCXRU_BKVx9?7dSx7iguVlZyw u -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 2 , 1 >< 4 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 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 [nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix) Weight: 8 lb 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=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift2=-143(LC 8), 3=-29(LC 5) Max Grav2=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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 0111111 l o t,, 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. ,ts.� S A. 6) "Semi -rigid including heels" Member end fixity model was used in the analysis and design of this truss. % pitchbreaks •„, LOAD CASE(S) Standard : A� % ••.-% G E N 5+.� 0 39380 • ,yam • ' S ATE 00 � N A . �� I�tJ0 FL Cert. 6634 July 19,201 Q WARIIRNG - Verify deign parameters and READ N07ES 0N77flS AND INCLUDED I f78(CREPERENCE 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 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-89and BCSI Building Component 6904 Parke East Blvd. Safety Informtio an available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. IfSouthem Rine (Sp) lumber is specified, the design values are those effective 06/0112013 by ALSC Tampa, FL 336104115 Job • Truss Truss Type City Ply 62' Grand Carlton III with porch T4938751 M11323 J4 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:21 2013 Page 1 ID:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-cA198i6sMOz5lLQkmFzjXPtdcZHIMvBHxKe3q?yw u -1-0.0 4-0-0 1-0-0 4-0.0 Scale = 1:11.2 3 4.00 12 2 1 4 3x4 = 4-0-0 —' 4-0-0 LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. 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 Horz2=103(LC 8) Max Uplift3=-82(LC 8), 2=-188(LC 8) Max Grav3=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.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Il; 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 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. A�e 4j� ,%%O�P �� GENS'• 9.�'. LOAD CASE(S) Standard ,``r.•��,� r �"� • j 0 39380 rr Z TAT E OR C? . SS �`% 10 N A� � FL Cert. 6634 July 19,201 © WARMNG -Verify design parmncters and READ M07ES ON7711S AND BYCLtMED DWEKREFERENCE PAGE Mf1-7473 BEFORE USE. �� Design valid for use only with Mirek 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. usouthem Pine (SP) lumber is specified, the design values are those effective 66/01/2013 by ALSO Tampa, FL 33610-4115 Job , Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938752 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 Pag ' ID:tP6jtzj7xSx_c_fXi4uz9yuFUG-cA198i6sMOz5lLQkmFzjXPtVGZBmMvBHxKe3q?yw L 1-0-0 6-0-0 1-0-0 6-0-0 Scale = 1:14.5 3 4.00 12 2 1 4 3x4 = 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 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 n/a BCDL 10.0 Code FBC2010lTPI2007 (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 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz2=141(LC 8) Max Uplift3=-144(LC 8), 2=-218(LC 8) Max Grav3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (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. `v, lot 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 CJ` ,�� % 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. S. 0 ;,P LOAD CASE(S) Standard 0 39380 -- • ,. v1Z ' ATE " FL Cert. 6634 July 19,201 Q WARNING- Verify design parameters and RE&D N07W ON77IIS AND INCLUDED bMEKREPERENCE PAGE MR-7473 BEFORE USE. Design valid for use only with Welk 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 ANSIfrPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. ]fSo.them Rine (SP) lumber is specified, the design values are those effective 06/01/2013 by ALSO Tampa, FL 336104115 Job. Truss Truss Type City Ply 62' Grand Carlton III with porch T4938753 M11323 J8 MONO TRUSS 20 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:22 2013 Page1 " ID:tP6jtz_j7xSx_c_M4uz9yuFUG-4MsYM27U7h5yMV_wKyUy3cPi0ydy5MRQ9_NcMRywU it -1-0-0 8-0-0 1-0-0 8-0.0 Scale = 1:17.7 3 4.00 12 2 d 1 4 3x4 = 8-0-0 —� 8-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 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 Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (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 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=163/Mechanical, 2=30810-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz2=179(LC 8) Max Uplift3=-203(LC 8), 2=-250(LC 8) Max Grav3=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. 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. 1111I , I I ►I11'r 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 ,,,04 PS A. q ,I 2. <e 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �%� Q`V.•• G E N • LOAD CASE(S) Standard • 0 39380 • r . •�� ' S ATE • A,�OR10PG�=% i O N A%- FL Cert. 6634 July 19,201 A WARNING - Verify design parameters and READ NOTES ON777IS AND INCLUDED MUEKREFERENCE PAGE ItII!-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 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southem Rine (SP) lumber is specified, the design values are those effective 06/01/2013 bV AISD Tampa, FL 3361OAl15 Job, Truss Truss Type Oty Ply 62' Grand Carlton III with porch T4938754 M11323 KJ8 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:23 2013 Page ID:Lcg54J?LuEancmZr40b7WMyuFUF-YZOwZ076u?Dp_eZ6tf?BcgyzXMz_gjna0e79uuywU' -1-5-0 7-3-4 11-3-0 1-5-0 7-34 3-11-12 Scale = 1:20.5 4 2.83 12 3x4 3 8 2 LE 7 6 3x4 = 2x3 I I' 5 3x4 = 7-34 11-3-0 7-34 3-11-12 LOADING(psf) SPACING 2-0-0 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 FBC2010fTPI2007 (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 guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Horz2=244(LC 8) Max Uplift4=-204(LC 8), 2=-325(LC 8), 6=-278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (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. Il; 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. t 111111 3) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for live load 20.Opsf the bottom in ,11►/1 ,�� S A. 3-6-0 tall by 2-0-0 fit P q� �e a of on chord all areas where a rectangle wide will �% _A • .......... �E a ee between the bottom chord and any other members. ♦� Q`�` .� •\G N S •� �i 5 Refer to girder(s)for truss to truss connections. ♦♦ 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 and 278 lb uplift at joint 6. O 3938� 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). �f • LOAD CASE(S) Standard b ATE : w 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �' Uniform Loads (plf) Vert: 1-8=-44 AN Trapezoidal Loadsp2f2, 8a0(F B=22}to-4=-124(F=-40, 13=40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18)��C`?, 1111111111111 FL Cert. 6634 July 19,201 Q WARMNG - Verify design parmnete and READ N07ES ON77us AND INCLUDED rmEKREFERENcE PAGE MR-7473 BEFORE USE. Design valid for use only with Welk 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 available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA22314. ]f Southern Pone (5P) lumber is specified, the design values are those effective 06/01/2013 byAtSC Tampa, FL 33610-4115 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 1 " 0- /16 c1-2 C2-3 2. Truss bracing must be designed by an engineer. For WEBS wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I T 0 NC4 bracing should be considereO Ustack 3. Never exceed the design loading shown and never inadequately braced trusses. materials on CL 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-8 c6-7 c5-6 BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-1h6' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-131 1, ESR-1352, ESR 1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 9 12. Lumber used shall al of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or SYP represents values as published by AWC in the 2005/2012 NDS specified. by text in the bracing section Of the SP represents ALSC approved/new values 13. Top chords must be sheathed or purlins provided at output. Use T Or I bracing with effective date of June 1, 2013 spacing indicated on design. if indicated. 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. �u 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards:. project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: BuildingComponent Safety Information, p Y MiTek 20. Design assumes manufacture in accordance with g Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. " Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 Lim All (�� Q co � `< s ME ®_ 2 C3 � FL - kA '3./7 ,oz W Olz PM I to 1 �, w aIEQ t. F6RM 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: 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 ftZ b. N/A R= ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ftZ 6. Conditioned floor area above grade (ftZ) 1446 b. N/A R= ftZ Conditioned floor area below grade (ftZ) 0 c. R= ftZ 11. Ducts R ftZ 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 ftZ SHGC: SHGC=0.50 b. U-Factor: N/A ftZ 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ftZ SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ 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 ftZ b. Conservation features b. N/A R= ftZ None c. N/A R= ftZ 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and �t$E Sr.q?. this calculation are in compliance with the Florida Energy specifications covered by this 1+0 = fi0�, Code. calculation indicates compliance = with the Florida Energy Code. rrrrr:..'�: ,;��.• „ 0� PREPAR B _ DATE: `q i Before construction is completed this build' g will be inspected for r� '"` ` 0 iq,)'" ;° r / '' " compli ce with Section 553.908 * n I hereby certify that this building, as designed, is ' pliance Flori Statutes. with the Florida Energy Code. _. COD WE'1'�� OWNER/ACEN, :_ ,. �_ BUILDING OFFICIAL: DATE: %(jf 1 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 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 ft2 _--- 0 0 1 ROOF V/ # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 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 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w # Ornt To Wall Type1 N Exterior Concrete Block - Int InsiMoomsInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InSBloomsInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InS6loomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int Ins6loomslnBIoc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int Ins6IoomsInBIoc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomsInBIoc 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 0.6 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 EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 LL COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS -- Supply --- V — Return --- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan X Feb X Mar X A r X Ma X Jun X Jul X Au X Se X Oct Nov X DecHeating Jan �X� Feb �Xj �X� Mar IX1 �X� MayX� Jun �Xj Jul IX1 jXj �XJ OctXj Nov �X� Dec Venting Jan Apr Aug Sep 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 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas I 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. FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft 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 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 c. N/A R= ft2 7. Windows— Description Area 11. Ducts R ft 2 a. U-Factor: Dbl, U=1.30 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Effici cy Code for Building Construction through the above en rgy saving features which be installed (or exceeded) in this home before final inspec ' . Otherwise, a new EPL splay Card will be completed based on installed Code co I6f e-aures. Address of New ome:- '\A�aV� '��z'-2-a\ Date: City/FL Zip: ��-xevc. .;6-C-4 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Date: 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.corn Proeect 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 (ft2) 1446 1446 Volume (ft3) 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 25H BC 530A 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 @ 477 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 Relative humidity L 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/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoft' 2012-May-15 09:gI Wrl 9 Right -Suited Universal 2012 12.0.04 RSU05864 Page EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N ® Load Short Form Job: " 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 • • y For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25H BC530A AH R I 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 28400 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 cn_ n44 477 A) 1R MA5 I the WV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft" Right -Suite® Universal 2612 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC%Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAL '94404 ')27A ) QA7 QA7 I V I H LJ i `t`tIj If- i i v i 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 2 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJB 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 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 ft2 60.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0:091 n 2.55, 2.18 316 246 627, 537 0 0 0 0 IA-rlomd 1.270 n 35.56 26.39 39 0 1387' 1029 ' 0'. 0 0 0 2A-2ob 0.630 n 17.64' 22.24 15 0 265, 334, 0 0 0 0 0.840 n 23.52 25.39 16 0. 353• 381. _ 0. 0 0 0 11 W _2A-2om 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 t-G 2A-20m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 124 83 211. 18T ' 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20, 470 5061 0 0 0 0 D 11J0 0:600 s 16.80 17,40 21 21 353 365 21 21 353 365 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W WI 12C-0sw. 0.091 w 2.55 2:18 282 276 702 602 0 Q 0. 0 I - 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 1213-Obw 0.097 - 2.72 , 0:85 204; ;. 204. 554i 17,4 '.. 80, 80 217, 68 C 166-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049' 1.37 2.08, 56 56' 77. 1'17., . 0: .6 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 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 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 17399 0 16133 0 1027 0 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 1 947 947 1 53 32 Calculations approved by ACCA.to meet all requirements of Manual J 8th Ed. wri F�tSofC 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACC` E:1Wrightsoft HVAC1Wynne 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: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRT 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 W 45.5 W Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh1W °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 Vh12C-Osw 0.091 n 2.55 2A8 196 157 400; 343 0 ` 0 0 0 1A-rlomd 1.270 n 35.56 26',39 39 0 1387 102b 0 0 0 0 2A-2ob 0.630 n 17.64 22.24� 0 0' 0 a' 0 0 0 0 2A-2om 0.840. n 23.52 25.39 0 0' . 01 0' 0, 0 . 0 0 11 W. 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 L-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 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 17AG 0 0 0 0" 0' 0 0' 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091' w 2.55 2.18 0 0 0. 0 52 52 132 114 L-G 2A-2om 0.840 w 23.52 66:18' , 0 0'. 01 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 16B-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.046 - 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 6 c) AED excursion 288 1-83 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 0 1200 Subtotal (lines 6 to 13) 6362 6346 1688 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 1 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 1 3481 1 139 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoft 2012-May-15 09:13:19 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 EAWrightsoft 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 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 ftz 52.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (BtutVW-°F) (Btu ftj 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 b 0 0' 0 0 0 0 0 IA-rlomd 1.270 n 35,56 2639, 0 0 0 0 0 -, 0 0 0 TE� 2A-2ob 0.630 n 17:64 22.24.' 0 0 0 Q, 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 0 0 0 0 0 0 0 0 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 0 0. 01 O� 0 0 0 0 tj12C-Osw 2A-2om 0.840 s 23.52 25.39 0 0 .01 Q. 0 0 0 0 11.10 0.600 s 16.80 17.40. 0' 0 0: 01 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 b 0 0 0 60• 54 138. 118 2A-2om 0.840 w 23.52 66.18 0 0 0 0 : 6. 1 1.41 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Ob w 0.097 2.72 0:85 68 68 185 58 . 0 0 0 0 C 166-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19at 0.049 1.37 2.08, . 0 0' 0. 0' G 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0. 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 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) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wri htsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 ACCPk E:\Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�- wrightsolt• 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 BDRM 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 (ftj 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 Z56 2.18, .0 0 0 0 119 89 227 194 1A-rlomd 1.270 n 35:56 26.39; 0, 0 0; 0. '01 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, . O, :' 15 0 353 381 11 1RJ 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 L-G 2q-2om 0.840 e 23.52 68.19 0, 0 0 0 0 0 0 0 t�/ 12C-0sw 0.091' _ s 2.55 2.18 0 ,. 0' 0' 0 O; 0 0 0 I--� 2A-20m 0.840 s 23.52 25:39 0' 0 0 0 0 0 0 0 LLL---D 11J0 0.600 s %80 1.7.40 �. 0 . 0, 0 0 . 0.1 0 0 0 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-0sw 0.091 w 2.55 2.18 0 07 0, 0 162 162 412 353 1 � 2A-2om 0.840 w 23.62 66.18 0 0 0. 0. 01 0 0 0 -G W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 126-obw O:097 2.72 0.85 0 0: 0 0' 0 .0 0 0 C 166-30ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 1.37 2.081 0. 0. 0 0 :. d' 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0. 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 ill 3286 2014 12 a) Infiltration 0 0 0 0 791 0 217 0 b) Room ventilation 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 1 Subtotal (lines 6 to 13) 63 111 4077 2231 115 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 63 111 4077 2231 4 Subtotal Duct loads 22% 34% 14 38 0 22 /0 34 /0 0 896 760 Total room load 77 149 4973 231 2990 143 Air required (cfm) 1 4 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri Fftsoft' Ri 9 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 AEZA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N �d- 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 HALL 0 ft BATH 5.0 ft 2 3 Exposed wall 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 (ft� Load Area (ft� Load number (Btuh/ft'--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 ;0 0 0 0 0 I -G T 1A-r1omd 1.270 n 35.56 26.39, 0 0 0 0 0' 0 0 0 0 0 2A-2ob 0.630 n 17.64. 22.24. 0 0 0 0 0 0 0 L-�G 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 40 40 102 87 11 % 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 -G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 0.091 s i.551 2.18 0 0_ 0 0 0 2A-20m 0.840 s 23.52 25.39 0 0 0 0 O- 0 0 0 0 D 11JO 0.600 s 16.80 17.40.' 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55, 2.18 0 0 0 0 0 0 L--G 2A-2om 0.840 w 23.52' '66.18 0' 0 0 Of 0. 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P C 126-Obw 166-30ad 0.097 0.032 2.72 0.90 0.85. 1.68 0. 18 0 18 0 16 0 29 0 45 0. 45 0 40 0 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 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 Q 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 16 0 28 421 177 14 15 Subtotal Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 514 1 237 Air required (cfm) 1 21 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoR' 9 2012-May-15 09:13:19 wri 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 5 EAWrightsoft HVAC%Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Cale = MJ8 Front Door faces: N - wrightsoft' Right-J® Worksheet Job: • Entire House Date: MAY 15, 2012 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 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BDRM 2 30.7 ft 8.0 ft heat/cool 1.0 x 195.5 ft 195.5 ft2 MASTER LAV 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft� Area OM or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 N 12C-Osw 1A-r1omd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-0sw 2A-2cm 11J0 12C-Osw 12C-Osw 2A-20m 13A-5ocs 126-0bw 1613-30ad 16C-19al 22A-tph 0.091 1.270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 0.097 0.032 0.049 1.358 n n n n a a s s s sw w w w - 2.55' 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55' 23.5Z 3.50 2.72 0.90 1.37 38.02 2.18 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 2.22 . .0.8 1.68 2.08 0.00. 0 0 0 0. 128 0 76 20 0 34 8 0 0 0. 196 0:. 196 0 0: 0 0 128 0 56 20 0 34 8 0; 0 0. 196 0 31 0 0 0 0 326 0 143 470 0 86 20 0: 0 0 175 0' 1166 01 0 0 01, 280 0 122 506 0 74_ 17 0' 0 0, 328 : 0. 0 0 0 0- 0, 0 0 0 0 0 0 0 0' 64 0 0_ 56 56 0 0 0 0 0 0 0 0 0 0 0 . 0 64 0 _ 0 . 56 8 0 0 0 0 0 0 0 0' 0 0 0 0 224 0 0 77 304 0 0 0 0 0 0 0 0 0 0 0 0 142 0 0 117 0 W I-G W W L--G W P C C F 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration b) Room ventilation 545 0 149 0 142 0 39 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 1 0 Subtotal (lines 6 to 13) 2932 1567 747 281 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 2932 645 0 0 0 1567 533 22% 34% 0 0 0 747 164 0 0 0 281 96 Total room load Air required (cfm) 1 3577 1 166 2'100 100i i 911 42 377 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:age 6 9 Right-SuRe® Universal 2012 12.0.04 RSU05864 Page 6 �� E:%Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N F r SURVEY:j BOUNDARY I PLOT PLAN I U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1 10-04-13 DESCRIPTION: a SURVEYORS NOTES: BEING ALL OF 14294 ZORZAL AVENUE, �) 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS I v W. SHOWN HEREON. UTILITIES OR IMPROVEMENTS WERE OF ST. LUCIE COUNTY, FLORIDA. 2. NO UNDERGROUND LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE X , ACCORDING TO WR II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q o U ^ 4. 12111CO065 J, EFFECTIVE DATE 2-16-12. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE =FINISHED FLOOR ELEVATION , SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY U V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a (n 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF ZORZAL AVENUE HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT 0 = DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 0 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. St. U. to Co. pate • Ap roved ` 14294 ZORZAL AVENUE KALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. DATE:10-04-13 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO.: *LEB#7280 Phone: (772) 340-7770 13-1678 Fax: (772) 340-2250 DATE: 1 REVISIONS: PERMIT RECEi'lD OCT 07 2013 LAST"FIELD DATE: 10-03- CERTIFIED TO: WYNNE BUILDING CORPORATION „ I hereby certify --that the survay''shown hereon is=true and correct and is based on actual measeurements tai:9n in the field. This survey meets ttielTechnical ,Standards of Chapter 61G17 Florida admniareitive ode, ALEXAND J. PIAZ Professional Surveyor & Mapper Florida Certificate No.: 6330