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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: rc a. �S Permit Number: �5d� C)5�$ RECEIVED 1UN 2 81gt� SCq Building Permit Application St ` ey - Planning and Development Services 4Cie C Building and Code Regulation Division °Unty 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 27 VILLA BLANCA Legal Description: EAST 1/2 OF SECTION 1, TOWNSHIP 34s, RANGE 39e Property Tax ID #: 1301-111-0001-000-5 Site Plan Name: COUNTRY CLUB VILLAGE Project Name: Setbacks Front 26' Back: 29' Right Side: Left Side: 12'6" Lot No. 27 Block No. DETAILED DESCRIPTION OF WORK: III MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: III Z✓ HVAC O Gas Tank ❑Gas Piping U Shutters Windows/Doors Z✓ Electric Z Plumbing Sprinklers 11 Generator Roof Total Sq. Ft of Construction: 2,275 Cost of Construction: $ 58,000 S Ft. of First Floor: 2,275 tUtilities:Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: F2 Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRADEN&BR4uEN MORTGAGE COMPANY: Name: X Not Applicable Address: 417 COCONUT AVE. Address: City: STUART State: FL Zip: 34e66 Phone: (772)287-e256 City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: X Not Applicable Name: BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build tI which is in con lict with any applicable Home Owners Association rules, bylaws or and covenants that may re: structure. Please consult with your Home Owners Association and review your deed for any restrictions whicl In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform in accordance with the approved plans, the Florida Building Codes and St. Lucie County, Amendments. ect structure r prohibit such apply. The following building permit applications are exempt fr undergoing a full concurrency review: room additi s, accessory structures, swimming pools, fences, walls, ns, screen rooms and accessory uses to another .non-r Sidential use WARNING TO OWNER: Your failure to Re rd a Notice of Commencement may result in your aying twice for improvements to your p erty. A No ice of Commencement must be recorde and pos don the jobsite before the first inspe If you i end to obtain financing, consult with I r or an orney before comment wor ecordi our Notice of Commencement. Si Lug ., whe2/'Agent% Lessee Si nature ofContfactai/l'dEi'' STATE OF FLORIDA STATE OF FLORIDA COUNTY OF Ste. Imo, c r E COUNTY OF tt cr F The forgoing instrument was acknowledged b re me The forgoing instrument was acknowledged before me this /��day of �u 1. e 20 19 b this /fday of �c4 ^r 6 201f-by {yifl-7iHFw Lycr W,/.v,ve 'Kno7 ie-W LYc& t0y.vrve (Name of person acknowledging) (Name of person acknowledging) � /� I.�(4)A) �J- Q11-V � 4.A— & � 7�N (iCi+-vr /O O�� (Signature of NotAd Public- State of Florida ) (Signature of Nota Public- State of Florida ) Personally Known LL OR Produced Identification Personally Known roduces Id (i tlon Type of Identification o Type of Identificatio Prp�,rrg ••4r'Ay "1 `; a 22. .- Notary Public - State of Florida = a°. Nolar State of Florida Commission No. , - ly��� ? My Co Oct 2, 2016 Commission No. ? • . . •? My Comn(.�pL):s Oct 2, 2016 - . m. xpires Commission#FF 015226 3„ �,o: Commission # FF 015226 e o ''^E,",�t'� Bondad Thrau hNatianal Notar Assn r ug a Iona o ary Ssn. Revised 07/15/201 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE n n COMPLETE !/11 INITIALS t Professional Insulators of South Florida FTC Insulation Installation Certificate To: ISt Lucie County Date: February 18 2016 Re: I Lot/Block: Address: 127 Villa Blanca Project: lGrand Carlton The undersioned herehv certifies that insulation has been installed in the above described Dronertvas follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: lFiberglassUlankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.11, X Fiberglass Blown Manufacturer: Johns Manville Rock Wool Blauket5 Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.51, X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock W7ool Thickness in inches: 3.5" Polyurethane Manufacturer: Owens Corning Spray -on Cellulose Density: Open Cell SPF R-Value: R-11 5. The following have been insulated: waz. .t..arrr. co to 2t)V.i -! =Pa, ;d .-* 4YQ . �rpna'`�Os` O'�pr Wynne Building Corp General Contract/BuilderZ. csclasaoal Competency # Professional Insulators of S uth Florida, Inc. Insulation Contractor RECEIVED MAR 011(119 By: tZb-9 £000/£000d b6£-1 999L8L8ZLL daoO euipjing ouuAM -WOaA b9:06 9L, LO-£0 \ 4-� U �o .dam ` '--� l L Professional Insulators of South Florida FTC Insulation Installation Certificate To: St )Lucie Coun Date: ILebroary 18, 2016 Re: LotlBlock: Address: 127 Villa Blanca Project: I Grand Carlton �`I.-....A. : A I.eThat inenlntinn has hP.P.n inatAlled in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density., X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.1n X Fiberglass Blown Manufacturer: Johns Manville Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Oven Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass .Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: lowensCorning Spray -on Cellulose Density: I Open Cell SPF R-Value: R-11 5. The following have been insulated: w.+as c., aoaa :.., Gj,i �•,.Or�•• �www r 'iiCoCBC125404I.i6'• as Wynne BuildinCorp General Contract/Builder mpetency # Professional Insulators of South Florida, Inc Insulation Contractor By: SZt-d £000/8000d 9L8-1 999L8L8ZLL da00 suiplin8 auuAM -WodA 99=0L 9L,- L0-£0 Date: V(. Project Address: Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Permit Number: 5C( — 05vi� THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. INCONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 d must be made in writing to the Building Official stating the reason for the request. Power may removed from the site and/or a Stop Work Order issued if the Final Inspection has not been appro within 30 days. A fee of $100.00 will be required t0 lift the Stop Work Order. I WE HEREBY RELEASE AND AGREE TO H%6 HARML.ES , ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY YPE OF NATO E WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION,LV%NCyANY DAMAGE HICH MAY BE INCURRED DUE TO THE DISCONNECTION OF E WER IN THE ENT OF VIOLATION OF THIS AGREEMENT, SIGNATURE 7A 14 DATE RECEIVE® FEB - 3 2016 OLL-d 6000/9000d K H 999L8L8ZLL da00 Sulplln8 auuAM -Woad 8L:LL 9L,-ZO-ZO • Termite Inspection I Christ is ol c77 �•323-7921 • Termite Pretreatment �5 EVICf-A-Bug p Toll Free: 1-877-365-9990 • Pest Control Termite & • Rodent Service Pest Fax: 772-340-5990 • Fire Ant Lawn Service - Control, Email: Evictabug@gmail.com • Whitefly Treatment Inc. 2373 SW Woodridge St. • Licensed & Insured 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 II TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE 4 - `I - 15TIME )- c, o' (LOTIBLOCK) TREATMENT TYPEIAREA ❑ FLOATING MONOLITHIC ❑ PATIO ❑ CUTOUTS ❑ FOOTER ❑'FRONT ENTRY ❑ TAMP & TREAT XREAT ONLY ❑ FINAL PRODUCTS 011ASEUNE ❑ DOMINION 21-ACTIVE INGREDIENT NAME :aj(0(0e CITY, STATE, ZIP CODE ❑ GARAGE ❑ DRIVEWAY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ POOL DECK ❑ OTHER ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE COUNTY � "As') ❑'STEM WALUFOOTERS ❑ ADDITION ❑ PLUMBING CUTOUTS ❑ SIDEWALKS ❑ OTHER ACTIVE INGREDIENT - - — — --" - 01MIDACLAPRID:09IFENTHRIN--ODISODIUMOCTABORATETETRAHYDRATE- ---. CONCENTRATION �r+ 9.06% ❑ .12% ❑ .25% _ ❑ .05% ❑ 23% ❑'9% ❑-0THER ° GALLONS APPLIED �Cs SQUARE FOOTAGE / LINEAR FOOTAGE SQUARE FOOTAGE VERIFIED ` A`LNES ❑NO gMEASUREDORVEIFIED`P JOB READY CONDITIONS MET 2�EES O NO DETAILS l Asper 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 completetreatment for the prevention of subterranean termites. Treatment is in accordance with rule@ and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) _ If this notice Is for the final exterior treatment, initial and date this line FINAL STICKER ,:ram ❑ ELECTRICAL PANEL ❑ WATER HEATER ❑ OTHER - - Payment Terms: Payment due at time of service. Date Date Applicator. (Evict ABug Termite andPesl Control, .) l CEW"71% •""S on 1 FC: SF �. rT, rz Customer (Property Owner or Agent) TITAN . CONCRETE "Thank you - We appreciate your business" Materials for Life* /f y�l Ticket no. gr Crete �e 7 FORT-PIERCEW 4199 SELVITZ ROAD 281854 FT PIERCE. FL 34`:382'' Delivery date Plant r Truck (Driver Truck size Type job O1 /0h 4,/1 - t?F 1 noman IF7 I Fnhl I I 1 rArr r)p tl Fl.l Customer no. Customer name Zone Tax CD 971mm4535 I RnnNFY HAL-.I_. rnNCRFTF rnlV y'1 I TS Tarmac project no. I customer P.O. no. Order no. Terms code t-Charge delivered a-C,O.D. Time due Cha eEO.B. 4C.O.D--F.02. a.atrn ,t F,956 I ; m ma Delivery name and address Lot Block CounTy ST VILLA COUNTY VLUCIEILLA 27 BLRNKA FT PIERCE Instructions slump COUNTRY CLUB SUBDIVISION OFF KINGS HWY - 95 NORTH, EXIT 131B, TR FI_-713 N, TL SPANISH LAKES, TL CALLF LE LAGOS, TR 5.00 VILLR BLANCA --_ - ----- - -- Quantity 1I Product �-4--��—�—J� — V—� U/M; Unit price.. � (Amount ---- Load I Cumulative I Ordered I Code I Description I I 1' 1.00 • 111 00 5R102500 #37 54 MASTERFIBF_R M35 - Z17 FUEL. SURCHG 14 ENVIRON SURCHG Load Arrive job site start discharge Finish discharge ditional water added to this concrete will reduce its stren of water added:, Gallons of water added: _ Gallons of water added: CY CY t 7' LDe-r• LD 4 7 t•1 L`) r., r: Leave job site Arrive plant. Subtotal r Sales tax TOTAL Any water added is at customer's risk. iAmt of CY Retained: Customer Approval: � �/ Tested properly?2 2 4 4 5 � I Authorized and reEeived by7� , No ❑Yes ❑ E No / /� (/ rEls' ant state of mind, with feeling responsible I to act to cause him ork safely, on the belief kespreventable and the only goal. Lot: Block: Address: Correct Not, Correct RECEIVED 1AN 06 2016 RECEIVM AN 06 2016 ra IRTr1MFR r:npY TITAN FLORIDA LLC TERMS AND CONDITIONS 0 .E L All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 10f` proximo may be deducted if no previous balances are past due. Interest at the lesser of I'/:% per month or the maximum rate allowed bylaw will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 11/2 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitableapproaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation. against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and. Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold `form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller war ants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations tinder Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATIONTHE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting lime or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions willrequire the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITAPION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR On IERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICTLIABILFfY OR FAULT. IN.NO EVENT WILL SELLER BE RL'SPONSIBLL' FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THEFAILURE OF BUYER 1.0 COMPJy° WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS W% UNDER THIS CONTRACT. q' 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Deparnp, Deerfield Beach, FL 33441. 15. Severability. The unenfoiceability of any provision of this Contract will not affect the enforceability of an ., d G CID other provision of this Contract will be severable and enforceable to the extent permitted by law. /i d.2 WARNING: CAUSES SKINIRRITATION -INJI1RI UST, CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATIO Nj, d WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER, IF ANY MIXTURES Gh Ito^ y WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. \ , O c . N MATERIAL SAFETY DATA SREET'S (IvISDS) ARE AVAILABLE AT WWW.TITA N O 0. (ems Rev'd 2-08 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Plerce, Fl. 34992 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT 7y�s I PERMIT#: ADDRESS: Z) Ui Ila glHv'ca Fort- Pt� BUILDERICONTRACTOR: odA-wi &JIC a c rw�Fe— PESf CONTROL CONTRACTOR:-i•9LGy PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with a standards of the National Pest Control Association. Square feet if area treated: .5 So Jl-F Chemicals used: a c 1 CA LVLC - Percentage of solution: 6 06 Date ofTreatment: .1%- 31 -I ,Footing �1� Treatment It -Treat Driveway Is' Treatment Re• reat Other —evb! o Nc� ls Treatment _Re -Treat Total gallons used:! Time of Treatment: _Slab ,11 Treatment —Re-Treat ,Pools _lu Treatment —Re-Treat Perimeter for Fnai Inspection Signature of rmin r Note: There must be a completed form foreach required treatment orm-ireatmentand this form must be on the job s'te to be picked up by the Inspector at time of each lrrspecgon or the scheduled inspection will fall and a•rednspeCt(on fee diarged. FBC104.2.6 Ceftfhrate ofProtecdvs Treatmentfarpreventlon of termites. A weatherresistantiobS& posdng board shah be provided to receive du#Xete Treatment Certlrrcates as each required protective treatmentis completed, proving a ropyfor Ure person the permit is issued to and another copy for the building permit files The Treatment Certifieateshall provide the product used, identlty ofthe appffcatorr lime and date of the treatment, site location, area tread, chemical used, percent mncenbaton and number ofgallons used, to establlsh a verifiable record of protective treabneni If the soy chemical barrier meMod far termite preventron fs used, final exterior treatment shall be completed prior to final bulloW approval. St Lucia 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. . BRADEN & BRADEN, A. I. A., P. A. LL 0 � ®rya N V, 97rcbllecls & �f Tanners �� DID r 0 .� W 417 COCONUT AVENUE, STUART, FLORIDA 34996 J TELEPHONE: (772) 207-8258 FAX (772) 207-B2B3 • AAC-000032 {•� N 'I 6� St. Lucie County Building Department Permit #1 1506-0518 RE Address: 27 Villa Blanca To whom it may concern, Please note, the ballard shall be V. August 10, 2015 soy o sly ST. LUM COUNTY BUILDING DIVISION REVIEWED FOR COMP , NCE REVIEWED BY DATE a±et? rLo PLANS tuND PEANUT NI ST BE KEPT ON JOB OR NO INSPECTION WILL BE UADE. If you have any questions please feel free to call me at (772) 287-8258. THESE PLANS AND ALL PROPOSED W RI� ARE SUBJECT TO ANY COfi IEC•? IONS REQUIRED BY PIEIM IMPECTOGS TH41- 3 MAY BE NEf;EM1.1i i (td Oy,GER'� i) COMPLYWITHALL APPLICABLE COUP ,, I M TITAN ' rr hank you - We appreciate our business'' . :� Y PP Y Materials for Life' Ticket.no. i /y Crete %)e , r Y FORT FIERCE. ' J 4199 SELVITZ ROAD cBGtQ5 T r'IERCE, FL 34982 .Delivery date Plant Truck (Driver Truck size Typejob ' Gig / hq./ Af G.•a 9 +f'.F KRR nnl If41 qR 1 1 I (I qi OR nn Customer no, - Customer name zone Tax CD �_ '101,710? .G^.,5 I 0njimp'y wQi 1 rnixu1PI=TF rnN(RT L_ ITarmacproject no. I Customer P.O. no. Order no.. (Terms code ,Charge delivered 3 C,O.D. Time due I !sL f fA.7t C-4c; RI '2:ChargeF.O.B„ 4C.O.D-F.O.B. ,y Del iveryname and address ` Lot Block County S7 LUCIE COUNTY. VILLA t7 VILLA BLANCA, FORT FIERCE Instructions COUNTRY CLUB ON KING' S HWY — I95 N, EXIT W ORANGE AVE', T/R stump FL 713 N, T/L SPANISH LAKES BLVD, T/R CALLE DC LAGOS, T/R 5.0G VILLA BLANCA O0 CA[O5R1O25OO 057 10(1901 MASTERFIBER M7O'. 80(007 FOES SURCHG 80%014 ENVIRON SURCHG CY CY ,L:D 1 LT.) JECIIVED, SEP 1 2015 Load Arrive job site Start discharge Finish discharge Leave job site. Arrive plant Subtotal Sales tax l/ TOTAL Additional, water added to this concrete will reduce its strength. Any water added is at customer's risk. " Gallons of wateradded:_ Gallons of w, ater added: Gallonsbf water added:._. AmtofCY Retained: Customer Apptovah - Customer Approval: Customer Approval: I Customer Approval: _ Tested. Tested properly No. Authorized and.received 6 p y I 71446051 X y Q Yes ❑ No ❑ Yes ❑ No I. Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct N, ' ni ICTnhAFn nriOv TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales wil I be subject to these terns ana conditions ("Contract") and, if buying on credit, to ....,„'s credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This. Contract will be construed in accordance with the laws of the. state of Florida. For all disputes relating to this. Contract, Buyer hereby consents to the'Jurisdietion and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 1 Payment terms: Net the, last day of the month following die month of delivery, without deduction, retainage, set offor charge backs. A cash discount of 1 % 10", proximo may be deducted if no previous balances are past due. Interest at the lesser of 142%per month or the. maximum rate allowed bylaw will be imposed on outstanding and del.inquenf invoices from the date of delivery until paid Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but riot limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m„ Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices me based on ftilf loads; an additional charge will apply to loads of less than seven cubic yards. The ramimum load for each delivery is Ph cubic yards.. 4. Buyerwill give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in. delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks,. and/or other property, andBuyer Will indemnify and hold Seller harmless from andagainstany and allliability, loss and expense incurred as result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for fullpayment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable, due to unsuitable approaches. 7. Concrete prices and quantities arebased upon the wet volume at the time of discharge from the tuck, and are not sold "form measurement" or measured "in place". Yield will beestablishedin accordance with applicable ASTM standards.. Buyer will pay all charges incidentto inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACl") standards, when rested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold itswarranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABiLITYAND FITNESS FOR APARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices.. Seller has no contr6l over the placing or handling of concrete after unloading: and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength.. 10. Buyer will furm5h any admixtures or ingredients it desires that are not regularly supplied by tile Seller in the marketplace. Buyer will be solely respon- sible forriiq elder¢ q'r such'ddmizturo or ingredients on the concrete. Any, extra product which may be required in excess of the mix desigrt quoted, or which Aa be 1'equved to provideworkabilfty, strength,: setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be hatched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as result of any alleged nonconforming. materials or any other cause whatsoever (other than failure to meet compressive strength, in which eventthe time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time tieing of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE. UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL„ PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONI RACT, OR OTI IERWISE, AND WHETHER OR NOT FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO I EVENT WILL SELLER BE RESPONSIBLE. FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY W ITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICEOFTHE GOODS SOLD UNDER THIS CONTRACT. 14. Notice All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit. Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 1.5. Severabdity. The ❑nenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKiN IRRITATION - INJURIOUS TO EYES, CONTAINS PORTLAND CEMENT. FRF,SHLYM.IXED CONCRETE MAYCAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (NISDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 TITAN CONCRETE Materials for Life' gMncrete Delivery date Plant 09/16/15 I 628 "Thank you - We appreciate your business" FORT PIERCE 4199 SELVITZ ROAD FT PIERCE, FL 34982 1349 D[PINO, WILLIAM Customer no. Customer name . 900tr4335 I RODNEY HALL CONCRETE CONST Tarmac project no. 441031 Customer P.O. no. Order no. 5 i867 1 name and address ST LUCIE COUNTY 27 VILLA BLANCA , FORT PIERCE Ticket no. 280137 �a gJILOjNc s' o a iN � '1 n MemeC�` Truck size Type'job 9.50 BEAN T5 Terms code t-Charge delivered 3-C.O.D (Time due 2-Charge FOB. 4tC:O.D`,- - .(S.B. Lot Block County Slump 6.00 Quantity � I I Product. U M,. I Unit price I Amount Load Cumulative. Ordered Code Description 9.t9 9. : 9.50 CAG08P10:000 48 PM CY 1. ('7 800007 FUEL SURCI-IG LD 1.(0 800014 ENVIRON SURCHG LD s: r LoadI Arrive job site Start discharge ,Finish discharge .Leave job site Arrive plant v� JJJ TOTALx Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. .Gallons of water added:_ Gallons of water added: _ Gallons of water added: _ Amt of CY Retained: - CustomerADoroval: Customer, Aooroval: Customer Aooroval: I Customer ADDroval: iesteo iestea�propeny I No. 7144737 ❑ ❑ ❑ ❑ Yes No Yes No Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: r Address: Correct nI icrnneoo nnov RIDA LLC TERMS AND CONDITIONS OF E . es will be subject to these tcmis and conditions ("Contract') and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein Terence: all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating s Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the ocation of the delivery site of the goods sold Payment terms: Net the last day of the month following the month of delivery, without deduction, relainage, set off or charge backs. A cash discount of 1 % I W proximo may be deducted if no previous balances arepast due. Interest at the lesser of P/2%per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state, and local salesatnd use taxes. In addition to any other available rights and remedies, Seller wil I be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attomcys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions„ or if the financial status of Buyer becomes impaired or deemed unsat- isfactoryto Seller. Failure of Sel ler to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on frill loads; an additional charge will apply to loads of less than seven cuf?Sc. yards. The minimum load for each delivery is 17• cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon betweihf Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch,. however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines. Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks. abd/or other property, and Buyer Will indemnify and bold Seller harmless from and against any and all liability, lossand expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible tier fall payment of: including all costs of disposal and Seller's return charge per truck. for, (i) orders not camelled at leapt.one hour prior to delivery time: (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable. due to,Ih{suitablc approaches. .1 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. „ 8. - Limped Wan uty Buyer is solely responsible for determining the typeand quantity of goods. to be purchased. Seller warrants that its products"will meet or exceed applicable American. Society for Testing Materials (•`ASTM") andAmetican Concrete Institute ("ACI") standards, when tested in accordance with AS;p i. and evaluated by ACI standards. Seller will repair or replace any goods. supplied by Seller that fail to. meet this limited warranty; within one year after dd.'.very thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED. INCLUDING WITHOUT LIMITATION THE WARRANTIES OFMERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,. ARE HEREBY EXPRESSLY EXCLUDED.. THE. REMEDY SET FORTH IN THIS SECTION 8 WILLCONSTITUTE THE SOLE REMEDY QF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will n6t Ill responsible far slump, strength u- quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer v ill bar reslAnsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or bandling of concrete after rrSloading and does not guarantee the finished work in which itis used. Buyer will be resusable to prevent concrete after _b unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete stren .J 10. Buyer w ill famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the eifec04'such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concreteivill be ba'c hed and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental mid material condi- tions at ilfe time of I'C:i:, ry. Any requirement beyond these conditions will require the. implementation of controlled measures during production at the expense of Btiyyei 12. Buyer must give r,eller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analy sis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLFR j6`II,L NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FORANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD . UNDER THIS CONTRACT. 14. Notice. All notices tmSeller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, oerfeld Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Cc will be severable and enforceable to the extent permitted by law. t, NVARNINC: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXF�SED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND QET,PRCh. jTAIv Dl �iIATSENTION. KEEP OUT OF REACH OF CHILDREN. ,m,krERt;',I. StFVV D.\T'A SHEETS (MSDS) ARE AVAILABLE AT 1VWW.TFFANAMERICA.COAI. n Rev'd 2-08 planning & Development Services Building & Code Regulation Division 23(10 Uurginia Ave (Fort Pierce, FL 34992 772-462-2172 Fax 772-462-6443 f.,.l",Y� (1 P .t�riTF_ Co}Y_ � i'r� e*3.'. E � ���.��_:a�i �'`IE•_I`.T PERMIT #: ) SD,6 - 05� JOB ADDRESS: ?- 7 _., (/i I I e'I e.✓tt'A rra(-� i?t 2fc-e, PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the NationalPestcontrol Association. Square feet if area treated: —18 g Chemicals used: Percentage of solution: e062,1 �� I Date of Treatment: �- 7- % 7J ,_Footing is Treatment `Re -Treat _Driveway _,_l5` Treatment Re -Treat _Other 1T Treatment _Re -Treat Total gallons used: q Time of Treatment: " ,Slab In Treatment ;Re -Treat _Poolsw: _la Treatment Re -Treat _Perimeter for Final Inspection Signature of Fxtfiminator Note: There must be a completed form for each required treatment orre-treatment and this farm must be on the job site to be picked up by the Inspector at time of each Inspection or the scheduled inspection will fall and a•re"inspectlon fee charged. FOC104.2.6 Certifirate of Protective Treatmentforprevention ofiermites. A weather resistantjobsite posting board shall be provided to receive duplicate Treatment Cerdfirates as each required protective treatment is completed, providing 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 Lucia County requires for the final inspection for C®, a permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications- KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 RECEIVED SEP 012015 DATE TESTED PERMIT # SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 August 20, 2015 15060518 CONTRACTOR Wynne Development JOB LOCATION 27 Villa Blanca Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 151766-1 d/SH/ct TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" - 12" - 39 106.6 111.2 95.9 2. S.W. 40 107.8 96.9 3. Center 38 107.1 96.3 4. N.W. 38 106.8 96.0 5. N.E. 39 106.8 " 96.0 Soil Description: Brown Sand In Place Moisture: 112.0 8.3 Percent `N E Optimum Moisture: I G 111.0 — _ I I I I .. {-.. +.._.. j .._.._ 11.0 Percent H I I I I T Max. Dry Density: I I I I I 111.2P.C.F. P • 110.0 ••_..! _...L.._..! .._..! .._.. , .._.._ I I I f @ Test Locations The C I I I I I Density & Penetrometer F I I I I I Readings Indicate the 109.0- Degree of C71M§69ton Meets 80 I I I I I Mini mu W , °a®rye °°ov D I I I I I for 1�Q1�tp+p�L1 drQ * P4n.�la�digs9`�c�fy 9tural Grade. Y 108.0 .._..�.._..�.._..�.._.. 8 �.._.. } ..—..� 9 10 11 12 13 14 PIP,decfultS�z Moisture,- % of Dry Weight RECEIVED SEP 02 2015 t-malr-clonftsgamraxes.com Fax and tJ�trii9^topeOPtucie CouV Building Department Ronald G. Keller, P. .: 37293 /l Lid. No.: 860 / Julie E. Keller, P.E.: 68366 T&P C! 1 _ R171Yi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1657 and ASTM D 2922 DATE TESTED August 20, 2015 KSM JOB # : 151766-1d/SH/ct PERMIT # 15060518 CONTRACTOR Wynne Development JOB LOCATION 27 Villa Blanca Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" -12" 39 106.6 111.2 95.9 2. S.W. 40 107.8 96.9 3. Center 38 107.t 96.3 4. N.W. 38 106.8 96.0 5. N.E. 39 106.8' " 96.0 Soil Description: Brown Sand In Place Moisture: 112.0 8.3 Percent `N I E I I I I I Optimum Moisture: I G � I I I I 111.0 �—.1 .—. L. ...-.. .+..—. 4.� .._ — 11.0 Percent H I I I' I T Max. Dry Density: I I I I I 111.2 P.C.F. 110.0 � ••—••—• —"I I I I @ Test Locations The c I I I I I Density & Penetrometer F I I I I I Readings Indicate the 109.0- Degree of Compaction Meets I I I I I I Minimum R I I I I I 't��yyy`r�r;�ep forU you Moyle * Pe2'=1t9§'.�1,Natural Grade. Y 108.0..—..�..—....—....—..}..—..+.._..� 8 9 10 11 12 13 14 No. eon&U)(Ac= Moisture:- % of Dry Weight RECEIVED AUG 28 P015 Fax afY� tUtgL $1!'% e1e Count/ Buildingq Department ?4106 o 9@� Keller, P. 37293 /5I Lid. No.: 860 / Julie E. Keller, P.E.: 68366 08/24/2015 15:28 772589F0�O KSM ENGINEERING _, PAGE 01/02 TAW alkAr &%0AV& KELLER, SCHLEICHER & MSCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (551) 845.7445 www•krmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589.3469 SOIL. COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED August 20, 2015 PERMIT # ' a vle2 CONTRACTOR Wynne Development JOB LOCATION 27 Villa Blanca Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 151766-1d/SH/ct TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S. E. 0" 12" 39 106.6 111.2 95.9 2. S.W. 40 107.8 " 96.9 3. Center 38 107.1 " 96.3 4. N.W. 38 106.8 96.0 S. N.E. '39 106.8 96.0 Soil Description: Brown Sand In Place Moisture: 112.0 8.3 Percent W I E I I I I 1 Optimum Moisture: 11.OPercant I I I I •h.. .4-.._..a..._.._ rG1 I I I rt I Max. Dry Density: I I I I I 111.2 P.C.F. P 110 .o I .._..L _...� .._..L.._.. � .._.. _ .._,._ I— I I I f @ Test Locations The I I 1 I I Density & Penetrometer F I I 1 I I Readings Indicate the 109.0 t— _.. .._..�.._..r.,_..�.._...T.._.._ Degree of Compaction Meets I I I I I Minimum �r .� ng,, R I I I I I 0-ul , atural Grade. 108.0 6 8 10 11 12 13 14 Ru �'. No. ��/� Moisture - 46 of Dry Weight RECEIVED AUG 25 7ntF Fax ait�iV�L 8�p1e Couni 8uildin Department aaa'a,,, F G. Keller, P. : 37293 / I Lic. No.: 860 1 Julie E. Keller, P.E.: 68366 BRA EN A BRAOEN, A. I. A., R. A. Archlfecls & cllanners 417 COCONUT AVENUE, STUART,, FLORIOA 34926 TELEPHONE: (772) 227-B25S FAX (772) 2B7-22B3 #AAC-000032 St Lucie County Building Department Permit #: 0518 RE Address: 27 Villa Blanca To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-825K � :,ASS •�� � : . � • ( RECEI', "D AUG 0 61015 July 29, 2015 BRADEN 6 BRADEN, A. I. A., P. A. 97rchlleC15 & nllanners 417 COCONUT AVENUE, STUART, FLORIDA 3499B TELEPHONE: C7721 227-9252 FAX (772) 2B7-62B3 HAAC-000022 July 29, 2015 St. Lucie County Building Department Permit is l'50fr0518% RE Address: 27 Villa Blanca To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. i 1.1 � i .1.1 •• +ip � 4 '� 4 �Ma� ~ i .ate i gg � � M1• s ---' _: :' e w, r ,.. is F ,: ..y. � � ' "g = '^�� .+ mW 2 �` �R �.a �R .. ,g aria .,"..� 3 -� $ . ': " ,_ '� ��Sy.F� _ _£'p y. a n � � '� ^Ri .,,� �in� i" �. ,! �'. �A� �. I +A mq ee':i n :3,�. r v� aAsvj � �h s :i m �ry xesth 3 1 4� � Ni. y; �� :. s_ ' Y C ,' .. ';v. a „t � � , � ,+;' O I • ti ate:; a r j '�'0 � "� y - 77 f10 * 1 �I CIA` i �ti 11 h j Fl S __'. eel_ -- I JOSEPH E. SMITH, CLE ti THE CIRCUIT COURT — SAINT LUCIE C, f FILE # 4084009 OR Bwr% 3760 PAGE 963, Recorded 06/23/2015� '.L1:07 AM PFAMTNUMBE0.. luN."wro mar•W )n•n+>riili••y inl•• J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the fallowing information is provided in the Notice of commencement. descriptian and street address) TAX FOLIO NUMBER:1301-11 ) —0001 —000 rj 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3, OWNER INFORMATION:..Name Wy,, interest in property 39S d. Name and address of fee simple ddeholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne DeV too en[ Cocpo cation 0000 S US1 suite 402 PSL FT 34952 772-828—'1511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. GENDER'S NAME, ADDRESS AND PIIONE NUMBER: 7. Persons within the State 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: John Brennan NAME, ADDRESS AND PHONE NUMBER: 1 Las Ca 5 1 t a a , F t Fr 34951 772-466-1553 8In addition to himselfof herself. Owner designates theibllowing to receive a copy orthe Lieber's Notice as provided in Seuion 713.13 (1)(b), Elands Statutes: NAME, ADDRESS ANO PHONE NUMBER: 9. Expbalion dale of notice of commencement (the ex r ipeei zed) .—•20= is I year from the date of recu rdi ng unless a dlffnenI date is Matth Lyl Wy V' —P ident Signature of Owner or Print Name and Provide Signatory's TiddOT Ice Owner's Authorized Ofeeer/DirectorTartner/Manager St... of Florida County of et T �,ie r The foregoing instrument was acknowledged before me Ibis—L,3 day of .20_e.C_ By MaLth Lyle W nne .as VI CF a�RESIDFyH (Type of amhontY...e.g. Owner, (Name of person) of0ceq tmsrcc, umrney ,n fec0 For Wynne Building Corpocatior) (Name of party on belittler whom instrument was eseeuad) Personally Known produced the following type o(rD'—_ •"""•• WROTHY ANN BASKIN ✓1 Q LYE A P b'¢ Notary PUDllc-611. IOct.2046 N B R54N c My Comm. 6pbo at 2. 2a16 (Printed Name of Notary Public) (Signature of Nos Public) t •vtn " - Cammbsion s iF 015226 "nBLil• 6aMadIDmupA National Nab's As. Under penalties of per' 1 am that ave read the foregoing and that th< facts in it arc e s < belief(sceti0n92.5 F1 Sumtes) a fs)ueow e(s) or Owner(s)' Authorized OfficeADirectoriTartner/Manager who signed above: a,1. omManbit. e.al STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRk32015* F THE ORIGINA J By: Date: WYNNE BUILDING CORPORk'i-ON 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 7, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 27 Villa Blanca Permit # 1506-0518 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 17 Hernando 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 Revlew #_/5-a 2009 Il\TERNATIOI WL ' ` :. Dlate A "RESTDENTI'AL CODE® M valuation �1�2Z8 7s w :FOR ONE- AND TWO FAMILY DWELLINGS Fee 179 3.iS :' r - A)PLANSETTI W It CORD" a, `', , . :,ram` a=Yi n .i k Att JURISDICTION r0/2T 57-L Z:z/ r + - pfy County Township etc) - - BUILDINMLOCAT,ION- 740R/Sk•(� = 4, BUIL,UINGDESCRIPTION� { ��'�i L4 IG :_ • ,y� - _ L 4 N N - '� ' &• of y a. .. �: � • e� t/L'ilLr�Nf RE\/IEVfEDBY vkNumerals ndic @dIn ai n esiaa s irabay, d'bseaGons;o' lieEOtS��'1netnatio�natFi�sldenha%kEhde*Taf Iari446,wf4ccompl�s edas _ at P t}7 ie, pp) 1 CQ tI P '` firdicaf�d jnt(cecorc(Ts,°Iimlted to chose Code sectioPsspecttjealiytdentlfled herBmcThisrecgrdreferenc03COPnmorafya�hidebl`d�do`o"e secHona''with , z ' dUe'retgarajor the type,ol;8etarlad foflrid on-construd6an documents for oneand two and amodnt and information wfifcfi,is rypically famjlydwellings r�townhoases Itdoes refe7ence fie brnldinga.This�recordisdesigri€dto bseddnlyb'y_[hose` nq't all cd eprovision"s-whichymay appJicabletphspeZtific e,u whvaxekiiowledgEabl¢aildcapable'of euerasn gcompetentjudgemenitne+raluating,con`s'iruetidn dodurt`tents forcode,comphance CORRECTION LIST Code No. DESCRIPTION Section � •• Ar. rL i7e(a.l c i . :� •: •- � ISBN 978-1-s8001-951-4 �� � �- .. - :. -. , _ a � ...- i��` IIIIIIIIIIIIIIIIIIIIIIIIIIII 9 IMERNATIUNAL • • o • C08EMUNCIC • •• - . . •-.• 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 the Inspection phase (R109).of the project. DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) 45 psf Roof live load (Table R301.6) 37 psf Ground snow load N/A psf Basic wind speed 165 mph Wind exposure category (R301.2.1.4) C High wind design criteria applicable (R301.2.1.1) xx Seismic design category (SDC) [Figure R301.2(2)] WA SDC C&D provisions (R301.2.2) N/A Weathering NEGLIGIBLE Frost line depth N/A Termite area VERY HEAVY Decay area N/A Winter design temperature XX Ice barrier underlayment required N/A Flood hazards N/A FIRE-RESISTANT CONSTRUCTION (R302) N/A Exterior walls (R302.1, Table R302.1) N/A Townhouse separation (R302.2) N/A Continuity and structural independence (13302.2.1, R302.2.4) N/A Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) BUILDING PLANNING (Chapter 3) N/A Two-famil dwellin se aration (R302 3 y 9 p •) INSP Dwelling unit penetrations (R302.4) XX Dwelling/garage opening/penetration protec- tion (R302.5) INSP Dwelling/garage fire separation (R302.6) N/A Under -stair protection (R302.7) XX Wall and ceiling finishes (R302.9) XX Flame spread index (R302.9.1) XX Smoke -developed index (R302.9.2) XX Testing (R302.9.3, R302.9.4) XX Insulation (R302.10) XX Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) XX Testing (R302.10.5) INSP Fireblocking (R302.11) INSP Draftstopping (R302.12) INSP 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. - 710" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-O" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-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. XX Required heating (R303.8) GLAZING (R308) SANITATION (R306 and R307) INSP Identification (R308.1) XX Water closet N/A Louvered windows or jalousies (R308.2) XX Lavatory INSP Human impact loads/hazardous locations XX Tub or shower (R308.3, R308.4) XX Kitchen area with sink N/A Skylights and sloped glazing (R308.6) XX Sanitary sewer (Chapter 30) N/A Private disposal (Appendix I) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) XX Floor surface noncombustible; sloped floor (R309.1) N/A Carport: open two sides; noncombustible floors; sloped floor (R309.2) INSP Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) XX Where required (R310.1) INSP Areas, height, width, operations (R310.1.1 - R310.1.4) N/A Window wells (R310.2) N/A Bars, grilles, covers and screens (R310.4) N/A Under decks and porches (R310.5) MEANS OF EGRESS (R311) XX General (R311.1) XX Egress door (R311.2) XX Landings at exterior doors (R311.3 - R311.3.3) N/A Vertical egress (R311.4) N/A Construction and attachment (R311.5) XX Hallways (R311.6) N/A Stairway width, headroom, walkline (R311.7.1 - R311.7.3) N/A Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) N/A Stairway landings and walking surfaces (R311.7.5, R311.7.6) N/A Handrails required (R311.7.7) N/A Handrail height, continuity, grip -size (R311.7.7.1 - R311.7.7.3) N/A Stairway illumination (R303.6, R311.7.8) N/A Special stairways (R311.7.9) N/A Ramp slope, landings, handrails (R311.8) GUARDS (R312) N/A Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) N/A Height - 36" (R312.2) N/A Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) N/A Townhouses (R313.1) N/A One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) INSP Referenced standards (R314.1, R314.2) INSP Location and interconnection (R314.3) XX Power source (R314.4) CARBON MONOXIDE ALARMS (R315) XX New construction (R315.1) N/A Existing construction (R315.2) INSP Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) N/A Labeling (R316.2) N/A Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 and R318) XX Protection required (Table R301.2(1), R317.1, R318.1) INSP Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) INSP Address numbers (R319.1) ACCESSIBILITY (R320) N/A Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) N/A Referenced standards (R321.1- R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) N/A General (R322.1) N/A Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) N/A Design professional (R322.3.6) STORM SHELTERS (R323) N/A General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) N/A Concrete foundation walls (R404.1.2) N/A Wood foundations (R402.1) N/A Wall height, unbalanced backfill, nominal XX thickness (fables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.21 FOOTINGS (R403) XX Soil bearing value (R401.4, R403.1) XX Footing width (see page 5) XX Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <footing thickness (R403.1.1) N/A Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) INSP Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) N/A Sill plate bolting in concrete/mason di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) INSP Footings adjacent to slopes (R403.1.7) N/A Frost protected shallow foundations (R403.3) N/A Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) N/A Masonry foundation walls (R404.1.1) N/A Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] N/A Reinforcement size and spacing (fables R404.1.1(2) - R404.1.1(4)] N/A Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] N/A Stay -in -place forms (R404.1.2.3.6.1) N/A SDC C and D provisions (R404.1.2.4, R404.1.4) N/A Height above finished grade (R404.1.6) N/A Sill plate size (R404.3) N/A Precast concrete foundation walls (R404.5) N/A Drains required if habitable or usable spaces are below grade* (R405) N/A Soil class (Table R405.1) N/A Dampproofing if basements are below grade* (R406.1) N/A Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) N/A Protection from decay or corrosion (R407.1 and R407.2) N/A Structural requirements (R407.3) N/A Anchorage (R407.3) N/A Wood columns (minimum 4" square) (R407.3) N/A Steel columns minimum 3" diameter, Sched- ule 40 pipe) 007.3) TABLE R403.1 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS finchecla LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 24000 Conventional light -frame construction 1-sto 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 mason 1 -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-Inch solid or full routed mason 1-sto 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- FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) N/A Removal of debris (R408.5) N/A Ventilation (R408.1 and R408.2) N/A Finished grade (R408.6) N/A Unvented crawl space (R408.3) N/A Flood resistance (R408.7) N/A Access (R408.4) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) N/A Species and grade (R502.1) N/A Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] N/A Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] N/A Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] N/A Girder spans and header spans for exterior bearing walls [Table R502.5(1)] N/A Girder spans and header spans for interior bearing walls [Table R502.5(2)] N/A Joists under bearing partitions (R502.4) N/A Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) N/A Lateral restraint and bridging (R502.7, R502.7.1) N/A Drilling and notching (R502.8) N/A Fastening (R502.9) N/A Framing of openings (R502.10) N/A Wood trusses (R502.11) N/A Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) N/A Allowable span (Table R503.1) N/A End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) N/A Grade (R503.2.1) N/A Thickness (R503.2.1) N/A Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] N/A Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) N/A Grade (R503.3.1) N/A Thickness (R503.3.2) N/A Installation (Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) N/A Base course: 4" thick with maximum 3/4' gravel or 1/2" crushed stone (R504.2.1) N/A Moisture barrier: placed over base course (R504.2.2) N/A Materials (R504.3) STEEL FLOOR FRAMING (R505) N/A Cold -formed steel; applicability limits; in -line framing (R505.1) N/A Structural framing (R505.2) N/A Material (R505.2.1) N/A Identification (R505.2.2) N/A Corrosion protection (R505.2.3) N/A Fastening (R505.2.4) N/A Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) XX Thickness: 31/2" minimum; Concrete strength (R506.1) XX Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) XX Base course: 4" graded with 2" maximum aggregate (R506.2.2) INSP Vapor retarder (R506.2.3) INSP Reinforcement support (R506.2.4) S.1 WALL CONSTRUCTION (Chapter 6) GENERAL(R601) XX Design (R601.2) XX Component and cladding wind loads [Table R301.2(2)] N/A Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) XX Construction (Figures R602.3(1) and R602.3(2)] INSP Stud grade (R602.2) N/A Exterior walls (R602.3) XX Stud spacing (R602.3.1, Table R602.3(5)1 N/A Interior load -bearing walls (R602.4) XX Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) INSP Drilling and notching — studs (R602.6) INSP Drilling and notching —top plate (R602.6.1) INSP Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] INSP Fireblocking (R602.8, R302.11) INSP Cripple walls (R602.9) N/A Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) N/A gracing based on wind speed [Table R602.10.1.2(1)] N/A Bracing based on SDC [Table R602.10.1.2(2)] N/A Intermittent bracing methods (R602.10.2, Table R602.10.2) N/A -I Continuous sheathing (R602.10.4, R602.10.5) N/A Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) N/A Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) N/A General (R603.1) N/A Structural framing (R603.2) N/A Material (R603.2.1) N/A Identification (R603.2.2) N/A Corrosion protection (R603.2.3) N/A Fastening (R603.2.4) N/A Wall construction (R603.3 - R603.5) N/A Headers (R603.6) N/A Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING_(R604 and R605) N/A Wood structural panels (R604) N/A Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) XX General design (R606) N/A SDC C and D (R606.12) XX Unit masonry (R607) N/A Multiple wythe masonry (R608) XX Grouted masonry (R609) N/A Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) N/A Applicability (R611.2) N/A Concrete wall systems (R611.3) N/A Stay -in -place forms (R611.4) N/A Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) XX General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) N/A Applicability (R613.2) N/A Materials (R613.3) N/A Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) XX Gypsum board material (R702.3.1) INSP Gypsum board support, application and fastening (R702.3.2 - R702.3.8) XX Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) XX Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) Wood shakes and shingles (R703.5) XX Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/," 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) Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL(R801) XX Design (R801.2 and R801.3) XX Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) N/A Fire -retardant -treated wood (R802.1.3) N/A Framing details (R802.3) N/A Rafter tie (R802.3.1) N/A Collar ties (4' o.c., in upper third of attic) (R802.3.1) N/A Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) INSP gearing (R802.6) INSP Cutting and notching (R802.7) INSP Engineered wood products (R802.7.2) INSP Lateral support and bridging (R802.8) INSP Framing of openings (R802.9) XX Wood trusses (R802.10) INSP Roof tie-down(R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] N/A Without attic storage, LL = 10psf N/A With attic storage LL = 20psf N/A Spacing N/A Species N/A Grade N/A Span N/A Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] N/A Ground snow load/LL = 20psf NIA Controlling design (LL or snow) N/A Ceiling not attached/ceiling attached N/A Spacing N/A Species N/A Grade N/A Span N/A Size N/A He/HR; Adjustment factor ROOF SHEATHING (R803.2) XX Grade XX Thickness N/A FRTW allowable stresses/grading XX Allowable spans [fable R503.2.1.1(1)] INSP Installation (R803.2.3) I ROOF -CEILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) N/A General (R804.1) N/A Structural framing (R804.2) N/A Material (R804.2.1) N/A Identification (R804.2.2) N/A Corrosion protection (R804.2.3) N/A Fastening (R804.2.4) N/A Roof construction (R804.3) N/A Roof tie -down (R804.3.9) ROOF VENTILATION (R806) XX Ventilation requirements (R806.1 - R806.4) ATTIC ACCESS (R807) XX Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) XX Roof covering materials (R902.1) WEATHER PROTECTION (R903) INSP Flashing (R903.2) N/A Coping (R903.3) N/A Roof drainage (R903.4) N/A Hail exposure (R903.5) MATERIALS (R904) XX Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) NIA Asphalt shingles (R905.2) N/A Clay and concrete tile (R905.3) N/A Metal roof shingles (R905.4) N/A Mineral -surfaced roll roofing (R905.5) N/A Slate and slate -type shingles (R905.6) N/A Wood shingles (R905.7) N/A Wood shakes (R905.8) N/A guilt -up roofs (R905.9) XX Metal roof panels (R905.10) N/A Modified bitumen roofing (R905.11) N/A Thermoset single -ply roofing (R905.12) N/A Thermoplastic single -ply roofing (R905.13) N/A Sprayed polyurethane foam roofing (R905.14) N/A Liquid -applied coatings (R905.15) ROOF INSULATION (R906) N/A General (R906.1) REROOFING (R907) N/A Materials and methods (R907.1) N/A Structural support (R907.2) N/A Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) N/A Construction (Figure R1001.1 and Table R1001.1) N/A SDC D reinforcing/anchorage (R1001.3 and R 1001.4) N/A Firebox walls and dimensions (R1001.5 and R100.1.6) N/A Steel fireplace units (R1001.5.1) N/A Lintel (noncombustible) (R1001.7) N/A Hearth extension material (R1001.9) N/A Hearth extension (R1001.10) N/A Fireplace clearance (R1001.11) N/A Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) N/A Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) NIA Corbeling (R1003.5) 0 0 MW N/A N/A N/A N/A N/A N/A IV/A N/A N/A N/A CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; z 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) N/A Chimney clearance (R1003.18) N/A Fireblocking (R1003.19) N/A Chimney crickets (R1003.20) FACTORY -BUILT FIREPLACES (R1004) N/A Listed and labeled (R1004.1) N/A Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) N/A Listed and labeled (R1005.1) N/A Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) N/A Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY' (Chapter 11) XX Compliance; material and equipment XX Building envelope (N1102) (N1101.2, N1101.3) XX XX Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) INSP Appliance labeling (M130Z M1303) N/A Chimney and vent location and terminations INSP Appliance access (M1305, M1401) (Chapter 10 and Chapter 18) INSP Appliance installation (101307) XX Special fuel -burning equipment (Chapter 19) XX N/A Boilers/water heaters (Chapter 20) Heating and cooling equipment; heating N/A and cooling load calculations (Chapter 14) Hydronic piping (Chapter 21) XX Exhaust systems (Chapter 15) N/A Special piping and storage systems XX 22) Duct Duct systems (Chapter 16) N/A Solar systems (Chapter 23) NA Combustion air (Chapter 17) INSP Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) N/A Application (G2401.1) N/A Clearances (G2409) N/A General regulations (G2404) N/A Electrical and electrical bonding (G2410, N/A Appliance location (G2406) N/A G2411) N/A Air requirements (G2407) Pipe sizing (G2413) N/A Installation (G2408) N/A Piping materials (G2414) -10- i FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - G2453) Valves, controls, connections (G2420, G2421 and G2422) PLUMBING (Chapters 25-33) INSP Water service location and depth (P2603, N/A Sprinkler coverage P2604) (P2904.2.4) INSP Sanitary and storm sewer location and depth N/A Piping materials (P2904.3) (P2603, P2604) N/A I INSP Flow rates (P2904.4.1, Piping support (Table P2605.1) P2904.4.2) INSP Listed plastic materials (P2608) N/A Water supply capacity INSP Plumbing fixtures (Chapter 27) (P2904.5.2) INSP Water heater size and location (Chapter 28) N/A Pipe sizing (P2904.6) N/Ater supply distribution system design Wand XX Drain, waste and vent pipe sizing and riser and calculations (Chapter29) cal diagram (P3004, P3005, Chapter3l) N/A Dwelling unit fire sprinkler systems (P2904) N/A Sumps and ejectors (P3007) N/A NFPA 13D system (P2904.1) N/A Backwater valves (P3008) N/A N/A Fixture traps (P3201) Temperature rating N/A (P2904.2.1, P2904.2.2) Storm drainage (Chapter33) N/A Freezing protection N/A Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) INSP Penetrations of fire -resistance rated assem- INSP Wiring methods (Chapter38) blies (E3402.2) INSP Required lighting and receptacle outlets INSP Listed and labeled materials (E3403) (E3901, E3903) XX Service equipment and location (E3405, INSP Ground -fault and arc -fault circuit -interrupter E3601, E3606) protection (E3902) XX Service size and load calculations (E3602) INSP Devices and lighting fixtures (Chapter40) XX Available fault current (E3606) INSP Appliance installation (Chapter 41) XX System grounding (E3607) N/A Swimming pools (Chapter42) XX Required branch circuits (E3703) N/A Class 2 remote -control, signaling and power-lim- XX ited circuits (Chapter 43) requirements and load calculations (E3704) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) N/A Provisions adopted (R102.5) N/A Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) N/A Provisions adopted (R102.5) N/A Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) N/A Provisions adopted (R102.5) N/A Compliance with Appendix G verified PATIO COVERS (Appendix H) N/A Provisions adopted (R102.5) N/A Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) N/A Provisions adopted (R102.5) N/A Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) N/A Provisions adopted (R102.5) N/A Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) N/A Provisions adopted (R102.5) N/A Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) N/A Provisions adopted (R102.5) N/A Compliance with Appendix M verified -12- RECEI�' =D JUN 2 61015 E` St. Lucie County Building& Zoning �Q 2300 Virginia Ave Fto Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub-contractorsfor*lhe (Company/Individual Name) project located at 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, 1 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 H'VAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas ;OGEAISFzO}VTi PERMIT ISSUE DATE: NUMBER: 11/19/2014 10:28 7728787656 WYNNE BUILDING CORP PAGE 03/03 'RECEIVED JUN'2 6101E PERMIT # ISSUE DATE DEVELOPMENT SERVICES Building & Cade Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 n 4 5 State of Florida certification Number (if epplicole): ER0009416 S&W Electric have agreed to be the (Company Namellndividual Name) F7 prt,,r cal Sub -contractor for Wynne Development Corp. (Type of Trade). `� \ \(Primary Contractor) For the project located at yck�`� \4�CSi It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change o£Sub-Contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractors License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: S&W Electric Address: 501 W. Coker Rd. City/State/Zip: Fort pierce, FL 34945 Phone: (272) 464_6466 email: ,Z,.— - ez Lawrencg Stubbs GNATURE PRINT NAME STATE OF FLORWA, COUNTY OF b. , • 1 u t .l •P DATE THE FOREGOING INSTRUMENT `WAS —SIGNED BEFORE ME THIS 41—'DAY OF , S QN—. 201� BY atdL�Y n ep Y . iVAAz WHO IS PERSONALLY KNOWN OIIHAS PRODUCED AS IDENTIFICATION. LA(I loci IL. Ou 6- P dU SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBL SLCPDS:12/16/2013 (STAMP) "ri?:V LAURAR.CUBBEDGE F- Commission # EE 209915 '� Expires October 21, 2016 '.� vfl 8Wded71Tu TNyNh Nsnaim8DWW019 04/15/2015 10:55 7728787656 — . WYNNE BUILDING CORP PAGE 02/02 RECEIVED jUN'2 6 2015 PERMIT # ISSUE DATE ANNING & DEVELOPMENT SERVICES J Building & Code Compliance Division BUILDING PERMQT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: ? 6g n l State of Florida CertificationNumber (if epplicablc): CFC1428458 T.tndguist Plumbing have agreed to be the (Company Name/Individaal Name) Plumbing Sub-contractorforWynne Development Corp - (Type of Trade) (Primary Contractor) For the project located at /).,n V �xx' \ (Projcct Strect Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice_ (Form: SLCCDV (No. 004-00) BUSINESS QUALrFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Lindquist Plumbing Address: 3.1_aS Snggd Rd. pity/Statc/Zip: _ P"T' U; o,-.• o, pr, a 6 R d 5 ?bone: (772) 461 _t 969 email: SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 93 DAY OF 7:J:i nN e- 20 [ r BY W"q b E G+ S e WHO IS PERSONALLY KNOWN ✓ OR HAS PRODUCED AS IDENTIFICATION. LXiwr� C�aa�Yt �2o TH H tNN (STAMP) /3A-S,r„� SIGNATURE O OTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS:12116/2013 =#FF ANN SASKIN 0. P4 o � ;- Stete of Florida rr ;. ; ; •;ires Oct 2, 2016 # FF 015226ational Notary Assn. "I LU1J UO. 11 11401df000 RECEIV"-D JUN 2 6 2015 WYNNE BUILDING CORP PAGE 02/02 PERMITiF ISSUEDATE i I PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division. BUILDING PERMIT WNW SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: A 28 A State of Florida Certification Number (If applicable): CACO24379 trol of St. Lucie County, Inc. have agreed to be the air conditioning Sub -contractor for Wynne ]Development Corp. (Type of Trade) (Primary Contractor) For the project located at or Property Tax ID 9) It is understood that, if there is any change of status regarding our participation with the above mentioned I project, I will immediately advise the Building and Zoning Department of St. Lucke County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SWMATURES ARE REQUIRED Business Name: Comfort Control of St. Lucie County, Inc. Address; 1 501 Ri 1 tmnra SL City/State/Zip: Port St, Lucie, FL, 34983 Phone: �a _ email: (\ RarrY 7.immeruinn SI A PRINT NAME DATE Q 69; COUNTY OF !U - L( i c i P THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS�DAY OF 20 \S BX7(•T7,=1vvtmervYx0.t'1 WHO IS PERSONALLY "OWN X_OItHAS PR DUCED AS IDENTIFICATION. I (STAMP) SIGNATURE F NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 j �°�k1y_ Notary Public SUte W FlariOa eTracey R Mascola My Commission EE 193340 or Expires 04/2S/2a16 04/15/2015 10:53 7r2B787` WYNNE BUILDING ( PAGE 32/02 RECEI!'':-D JUN 2 6 2015 PERMrra ISSUE DATE <. PLAMVING & DEVELOPiVIE1� T SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification K ttaber: 1 o d a c State of Florida Certification Number ofapp➢cable). _ RC2Tr-eld9027Q87 auz Coa Riofin LLG havcagreedtobethe (Company Name/Individual Name) Reo (� of Trade) _, Sub -contractor for Wynne Development Cor (Prlmary Contractor) For the project located at /� l V \� \Cij� G (Project Street Address or Property Tex ID 81 It is understood that, if there is any change of status .regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCD'V (No_ 004-0p) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES A RE REQU. RI;,i9 Business Name: Tt' u oast Roof3n LLC _ Address: 1816 I I i T tmora S t Citylstate/2ip: port c, t. Lucie. 34984 _ Phone: 772 343-8308 email: —AVf SIGNATUR — — Bt4rt Malone PRINT NAME STATE OF FLORIDA, (AUNTY OF C DATE -13��� THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF u N G BY R t A to WHO IS PERSONALLY KNOWN L`� OR HAS PRODUCED �v AS IDENTIFICATION. "� �RaTK t'N,v �Rs/c,a (STAMP) SIGNATURE O OTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 13/16r2o13 _ ,�,•, DOHOTHY ANN BASKIN M��°�r% Notary Public -Stale at Florida My Comm. Expires (let 2, 2016 s�;�Commission # FF 015226 BondedTbroug,',I1 RECEIVED JUN 2 61015 ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: % V �AcA�\gvqlz'\ #1301 111 nnn1 nnn `- PaSf s of ier^tlnn 1 tnwnchin 34F; Range 39E. (TuID/Legaldescnpaon/Address)lying N&W of Turnpike Feedea for which I have applied to St. Lucie County for a Final Development 1 this Final Development Permit, BP Number I acknowle the above described property, and in accordance with Section 7.04.01(1 Land Development Code, I shall be responsible for assuring adequate immediate community WILL NOT be adversely affected. I further; granting this permit for the development of this property, St. Lucie Co nor liable to provide for, or maintain in any form, adequate drainage f will not adversely affect the immediate community. j ermit. In accepting Frain hat as owner of StLucie County age so that the knowledge that in ty is neither obliged my property which \S Property Owner Name Pro arty Owner Signature Date STATE OF FLORIDA, COUNTY OF c 1- T to r` l e ACKNOOWLEOGED BEFORE ME THIS DAY OF �a� A.' • 2d 1'� BY /77fi- CI-J LYGF NYNNC WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. �yRo'it't`/ �`t'/�N CJRSGrN TYPE OR PRINT NAME OF NOTARY O S O """•• DOROTHY ANN BASKIN IPRY Pye •� Notary Public - State of Florida • : : • 3 My Comm. Expires Oct 2, 2016 " «�= Commission # FF 015226 -•'`%°��T�' Bonded Through National Notary Assn. (SEAL) t MR MIN. SETBA P FRONT �^ SIDES �•,j' CNR SIDES REAR C7 V ZNG. Pow TECILniff- a m RECEI'.'�D b 2015 29 o ;. :01 o q � e zl'z.. ,27 V,//a Sl,�,�c.� - FORM'405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTON 70 ill Street: '�%'� '� \v, ��41�c� City, State, Zip: PORT ST. LUCIE , FL, 34983 Owner. Design Location: FL, Fort Pierce Builder Name: WYNNE Permit Office: Permit Number. Jurisdiction: 1. New construction or existing New (From Plans) 9. Wall Types (1788.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft2 3. Number of units, if multiple family 1 b. WA c N/A R-- ft2 R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1720.0 sgft.) Insulation . Area a. Under Attic (Vented) R=30.0 1720.00 ft2 6. Conditioned floor area above grade (ft2) 1720 b. WA R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft= 7. Windows(118.5 sqft.) Description Area a. Sup: Attic, Ret: Aftic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft2 SHGC: SHGC=0.50 ' b. U-Factor. N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.5 SEERA5.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8, FlaorTypes (1720.1 sgft.) Insulation Area a. Electric : 40 gallons CapEF:0.900 a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft2 b. Conservation features b. NIA R= ft2 None c. WA R= ft2 15. Credits None Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS Total Standard Reference Loads: 39.33 I hereby certify that the plans and specifications covered by this calculation are in pliance wit a Florida Energy Code. PREPARE Y- DATE: I hereby certify that this buirdm-g, as de iiyed, is ' mpliance with the Florida Enerc✓rodP J Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier 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 IVRN 7/30/2012 4:20 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 r PROJECT Title: Building Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70 111 Bedrooms: 3 User Conditioned Area: '1720 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBook: Street: County. City, State, Zip: Street Address St. Lucie PORT ST. LUCIE , FL „ 34983 CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil1D Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 ft 0 1720.08 ft — 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 ft' 286 IF Medium 0.5 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft' 0.1 Wood E i i 9 n a E' 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS vSpace Mt Cavity Width Adjacent WAR TO Height In Area SheathFt 1,ing Framing Solar Below 0 _ 1N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 ft' 0 0 0.8 0 _ 2 ;N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft' 0 0 0.8 0 3 E Exterior Concrete Black -Int Insul Main 5 19 6 8 0 156 ft' 0 0 0.8 0 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 -5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 ft 0 0 0.8 0 6 S 'Exterior Concrete Block- Int Insul Main 5 31 0 8 0 248 ft' 0 0 0.8 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.6 3 0 7 0 21 ft' 2 - Wood Main None 0.39 3 0 7 0 16.25 ft' WINDOWS Orientation shown is the entered Proosed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft' 0 ft 6 in 0 ft 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft' 1 ft 0 in 0 ft 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 ft' 1 it 0 in 0 ft 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 ft 0 in 0 ft 6 in None None 5 W 5 Metal Single (Tinted) Yes 1.3 0.5 32.5 ft2 0 ft 0 in 0 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 T 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3050 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtu/hr cfm 0.8 1 sys#1 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fN DUCTS Supply— — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 176It' Attic 130 it' Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programabl[e T]hermosta[[t:]]N Ceiling Fans: Heating H Jan H Feb [[� w Mar ] E ] APB [ [X] [X] ] May [ ] Jun [ ] Jul [X� [ ] Aug [X] [ ] Sep [ ] L rD0' De VenOng [[ ])Jan [[ ]) Feb [[�X]) Mar [x] [ ) t) Jun [ ] Jul [ ) Aug f) Sep lxl Occtt [ ]X Novv Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 so 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80' 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) 68 68 68 68 68 68 68 66 PM 68 68 68 68 e � 'hf�iY IS 4 i ,e F i 7/30/2012 4:20 PM 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 #: PORT ST. LUCIE, FL, 34983 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 farm the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2' + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. A Ceilings/knee walls 405.2.1 R-19 space permitting. ,r M 7/30/2012 4:20 PM EnergyGaugeO USA - FlaRes2010 Section 405A.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (" 7. Windows" Description a. U-Factor: Sgl, U=1.30 SHGC: SHGC=0.50 b. U-Factor. N/A SHGC: c. U-Factor. N/A SHGC: , PORT ST. LUCIE, FL, 34983 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. WA 1 c. N/A 3 d. N/A No 10. Ceiling Types a. Under Attic (Vented) 1720 b. WA Area c. N/A 118.50 ft' 11. Ducts a. Sup: Attic, Rat: Attic, AH: Attic ft' 12. Cooling systems ft' a. Central Unit d. U-Factor: N/A ft' SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 8, Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. N/A R= ft' c. WA R= ft. 13.'Heating systems a. Electric Heat Pump . 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a gaw EPL Display Card will be completed based on installed Code compliant a re Builder Signature: `` . ILO ILO � Address of New Home: �', �t `� ��r City/FL Zip:c -3 "-S \ Insulation Area R=5.0 1788.50 ft' R= ft' R= ft' R= ft' Insulation Area R=30.0 1720.00 ft' R= ft= R= ft R ft' 6 176 kBtu/hr Efficiency 41.5 SEER:15.00 kBtu/hr Efficiency 41.5 HSPF:8.70 Cap: 40 gallons EF: 0.9 None *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 DEFAU /L1 MA EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant So eie t t wrightsoft• Project Summary Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Far 772-785-9144 Web: comfortconWofslc.com Project• • For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Weather: Fort Pierce, FL, US Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17435 Btuh Structure 18569 Btuh Ducts 4298 Btuh Ducts 5276 Btuh Central vent (37 cfm) 1143 Btuh Central vent (37 cfm) 612 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 23235 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2469 Btuh Ducts 1535 Btuh Heatingg Cool' Central vent (37 cfm) 1552 latent load 5556 Btuh Btuh Area (ft' 1720 1720 Equipment Volume kft') 14858 14858 Air changes/hour 0.38 0.20 Equipment total load 28790 Btuh Equiv. AVF (cfm) 94 50 Req. total capacity at 0.70 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade COMFORT 15 PURON HP Trade COMFORT 15 PURON HP Model 25HCB536A30 Cond 25HCB536A30 AHRI ref no3032420 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 8.5 HSPF Efficiency 12.7 EER, 15 SEER Heating input Sensible cooling 24780 Btuh Heating output36000 Btuh @ 470F Latent cooling 10620 Btuh Temperature rise 28 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Airflow factor 0.054 cfm/Btuh Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in O Space thermostat Load sensible heat ratio 0.81' Calculations approved by ACCA to meet all requirements of Mau ABtl,�Fd. 2012-Aug-02 20:age wrl htSOft' 9 Right-SuBe®Universal 2012 12.0.04 RSU05864 �C♦\ E:1Wrlghtsoft HVAC\Wynne Corp1WYNNE CARLTON 70 11I.mp Calc = MJ8 Front Door faces: W 1 Page 1 Load Short Form Job: wrightsoft' Date: JULY 25, 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 Projeet Information For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Htg CIg Outside db (°F) 42 90 Method Inside db (°F) 70 75 Construction quality Design TO (°F) 28 15 Fireplaces Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 Infiltration Simplified Average 0 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade COMFORT 15 PURON HP Trade COMFORT 15 PURON HP Model 25HCB536A30 Cond 25HCB536A30 AHRI ref no3032420 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 8.5 HSPF Efficiency 12.7 EER, 15 SEER Heating input Sensible cooling 24780 Btuh Heating output 36000 Btuh @ 47°F Latent cooling 10620 Btuh Temperature rise 28 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Airflow factor 0.054 cfm/Btuh Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area W) Htg load (Btuh) Clg load (Stuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 cic .1.. C7A4 on, 0OA LIVING RIO ocu uaw 111. Calculations approved by ACCA to meet all requirements of Manual J t 'r wr19htsoft' Right -Suite® Universal 201212.0.04 RSU05864 RCA EAWrighlsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W 20:38:19 Page 1 Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 A 11C 1f09C f09f1/r AAO/r AAO/r VIML-Q I/LV LLVIV LVrJv IIVv IIVv Calculations approved by ACCA to meet all requirements of Manual �- + wrightsoft' Right -Suite® Universal 2012 12.0.04 RSUOSS64 ACC% E:1Wrighlsafl HVAC1Wynne Corp1WVNNE CARLTON 70 II I.rup Cale = MJS Front Door faces: W 20:38:19 Page 2 wrightsoft• Right-J®Worksheet Job: Entire House Date: JULY 25, 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: comfoncantmlofslc.com 1 2 3 Room name Exposed wall Room helght Entire House 179.0 ft 8.6 ft d FOYER 6.0 it 8.0 It heat/cool 4 Roam dimensions 6.0 x 17.0 ft 5 Room area 1720.0 ft' 102.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (fly Load number (etuh/ft? `F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Ccol Gross NIP/S Heal Coal Gross N/PIS Heat Coe- 6 Vrl 12C-0sw 0.091 n 2.55 2.18 591 579 1474 1264 0 0 0 0 �G 1Dc2om 0.870 n 24.36 27.10 12 0 292 325 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 lQ1 12C-OSW 0.091 a 2.55 2.18 156 115 293 251 48 27 69 59 11 �C 1A-rlob 1.080 a 30.24 48.10 20 1 605 962 0 0 0 0 �O 11J0 0.600 a 16.80 17.40 21 21. 353 365 21 21 353 365 IN 12C.Osw 0.091 S 2.55 2.18 449 443 1126 967 0 0 0 0 L--G 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 12C-0sw 0.091 w 2.55 2.18 325 262 668 573 0 0 0 0 1 13c2ow 4A5.2omd 0.570 0.770 w w 16.96 21.56 59.58 47.10 30 33 2 0 479 701 1788 1531 0 0 0 0 0 0 0 0 q 128-Obw 0.097 - 2.72 0.85 248 232 629 198 124 124 337 106 LD 11D0 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 1BA-30ml 0.032 - 0.90 2.32 1720 1720 1541 3990 102 102 91 237 F 22A4pm 1.180 - 33.04 0.00 1720 179 5914 0 102 6 198 0 6 c)AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration b) Room ventilation 2896 0 816 0 90 0 25 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17435 18569 1138 769 15 Duct loads 25% 28% 4298 5276 16% 18% 183 135 Total room load 21733 23845 1 904 Air required (cfm) 1180 1180 45 M t1 r 1i%Y'- 2012-Aug-02 20:38:19 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05854 41 Page 1 i1C�A EAWrightsorl HVAMWynne Corp1WYNNE CARLTON 70 Ill.rup Cale = MJ8 Front Door faces: W + wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785.9144 Web: comfancontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LAUNDRY KITCHEN 2 Exposed wall 7.5 R 0 it 3 Room height 8.0 ft heat/cool 8.0 it heat/ccol 4 Room dimensions 7.0 x 7.5 0 1.0 x 144.0 it 5 Room area 52.5 fl' 144.0 ft- Ty Construction U-value Or HTM Area (0� Load Area (ft' Load number (Btuh/fP-°Fj (8tuIVftj or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Ur! 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 `l' 1D-c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 16 12C-0sw 0.091 a 2.65 2.18 0 0 0 0 0 0 0 0 11 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11.10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 1//J 12C-0sw 0.091 s 2.55 2.18 60 60 153 131 0 0 0 0 T-C 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 L--G 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-Otwa 0.097 - 2.72 0.85 56 40 108 34 68 68 185 58 L--D 11DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A.30mi 0.032 - 0.90 2.32 53 53 47 122 144 144 129 334 F 22A-tom 1.180 - 33.04 0.00 53 8 248 0 144 0 0 0 6 c) AED excursion -51 -84 Envelope loss/gain 733 419 314 308 12 a) Infiltration 113 32 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 2400 Subtotal (lines 6 to 13) 846 1651 314 2708 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 846 1651 314 2708 15 Duct loads 16% 18% 136 291 16% 18%, 50 477 Total room load 982 1942 3185 Air required (cfm) 53 96 e ; 158 wrightSoft' Right-Sulle® Universal 2012 12.0.04 RSU05864 'a® 2012-Aug-02 2 Page 2 Aft, EAWfightsoft HVAC%Wynne Corp1WYNNE CARLTON 70 lll.rup Colo = MJS Front Door faces: W wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 BE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-705-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 It 0 It 3 Room height 8.0 It heallcool 8.0 ft heat/ccol 4 Room dimensions 7.0 x 8.0 It 7.0 x 9.0 ft 5 Room area 55.0 fP 63.0 ft- Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft? °F) (Btuh1ftj or perimeter (fl) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Coot 6 U}/ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �C 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 �1 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 �G 1A-r1ob 1.080 a 30.24 46.10 0 0 0 0 0 0 0 0 `D Vill 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 lqJ 12C-Osw 0.091 s 2.55 2.18 64 58 148 127 0 0 0 0 T-C 1A-rlom 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 11)c2cw 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 4A5.2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 R-D 128-0bv 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30m1 0.032 - 0.90 2.32 56 56 50 130 63 63 56 148 F 22A-lpm 1.180 - 33.04 0.00 56 8 264 0 63 0 0 0 6 c) AED excursion -13 -4 Envelope loss/gain 676 401 56 142 12 a) Infiltration 120 34 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 796 435 56 142 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 796 435 56 142 15 Duct loads 16% 15% 128 65 32% 42% 18 60 Total room load 1 924 500 4 2 Air required (cfm) 50 25 2ill10 wrightsoft' Right-SuOe® Universal 201212.0.04 RSU05864 1p 2012-Aug-02 2Page 3 AC�A EAWrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 III.mp Calc - We Front Door faces: W wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontmlofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BDRM HALL 2 Exposed wall 49.0 It 0 It 3 Room height 8.5 It heat/coct 8.0 It heat/ccol 4 Room dimensions 1.0 x 304.5 It 4.5 x 5.0 It 5 Room area 304.5 W 22.5 fN Ty Construction U-value Or HTM Area VO Load Area Load number (Btuh/ft;`F) (Btuhdft� or perimeter (ft) (Btuh) or perimeter (ft) (etuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 N1 12C-Osw 0.091 n 2.55 2.18 81 81 206 176 0 0 '0 0 �G 113c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 tR� 12C-O5w 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 I--G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 �-D 11.0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 IN 12C-Osw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 T-G to-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 w 12C-0sw 0.091 w 2.55 2.18 119 89 227 194 0 0 0 0 1Dc2w 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 LG G 4A5.2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 LD 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30m1 0.032 - 0.90 2.32 305 305 273 706 23 23 20 52 F 22A4pm 1.180 - 33.04 0.00 305 49 1619 0 23 0 0 0 6 c) AED excursion 855 -2 Envelope loss/gain 3355 4193 20 51 12 a) InFilt2tion 763 221 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 4138 4414 20 51 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4138 4414 20 51 15 Duct loads 32% 42% 1305 1874 32% 42% 6 21 Total room load 5443 6287 27 72 Air required (cfm) 296 311 ro�4 Of 2019-Aug-02 20:38:19 44- wrtghtsoft' Right-SuAe® Universal 201212.0.04 RSU05864 la ,iJ Page 4 .40GA E:1Wrighlsoft HVAC1Wynne Cofp1WYNNE CARLTON 70 lll.rup Cale = MJ8 Front Doorfeces: W `� + wrightsof ' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncomralofslc.com Job: Date: JULY25,2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area - BATH 5.0 It 8.0 It heat/ccol 9.0 x 5.0 ft 45.0 ft' SORM 2 40.5 ft 8.0 It heaVccol 1.0 x 193.5 It 193.5 ft' Ty Construction U-value Or HTM Area (ft°) Load Area (fly Load number (Btuh/ft;°F) (Btuhtftl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal Cool Gross N/P/S Heat Cool Gross NIP/S Heal CWI 6 11 lqJ LG W �/ �G �-D 12G-Osw 1Dc2om 13A-Sacs 12C.Osw 1Aitob 11J0 12C-Osw 1A-r1om 12C-Osw 1D-c2ow 4A5.2omd 128-Obw 11D0 16A-30ml 22A-tpm 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 1.180 n n n a a a 5 s w w w - n - - 2.55 24.36 3.60 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 0.90 33.04 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 2.32 0.00 40 0 0 0 0 0 0 0 0 0 0 0 0 45 45 40 0 0 0 0 0 0 0 0 0 0 0 0 45 5 102 0 0 0 0 0 0 0 0 0 0 0 0 40 165 87 0 0 0 0 0 0 0 0 0 0 0 0 104 0 108 0 0 108 20 0 108 0 0 0 0 0 0 194 194 108 0 0 88 1 0 108 0 0 0 0 0 0 194 41 275 0 0 224 605 0 275 0 0 0 0 0 0 173 1338 236 0 0 192 962 0 236 0 0 0 0 0 0 449 0 4p/ I-G WII � I j l� P L-D C F 6 c) AED excursion -6 49 Envelope loss/gain 1 3071 185 2891 2025 12 a) Infiltration b) Room ventilation 75 0 21 0 609 0 172 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 383 207 35DO 2197 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 32%1 42% 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 3500 1104 0 0 0 2197 933 Total room load Air required (cfm) 503 27 294 15 », 0. 3130 155 I -Fk- wrightSoR' Right-Suite0l Universal 2012 12.0.04 RSU05864 y1 ® T' j A 2012-Aug-02 2 Page 5 Ar-rk EAWrightsofl HVAC\Wynne Corp1WYNNE CARLTON 70 Ill.mp Colo = M.8 Front Door faces: W U + wrightsoft• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name CLOSET BDRM 3 2 Exposed wall 2.5 it 14.0 it 3 Room height 8.0 It heat/cool 8.0 ft heat/ccol 4 Room dimensions 9.0 x 25 It 13.5 x 14.0 It 5 Room area 22.5 It' 169.0 W Ty Construction U-value Or HTM Area (R� Load Area (fly Load number (Btuh/ft'-`F) (BtuvftT or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1qJ 12C-0sw 0.091 n 2.55 Zia 0 0 0 0 112 100 255 218 L� 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 12 0 292 325 W 13A-Sots 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11ti12C-Osw 1A41ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 Ij1D-c2ow 4A5.2omd 0.770 W 21.56 47.10 0 0 0 0 0 0 0 0 P 120-01rw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30mi 0.032 - 0.90 2.32 23 23 20 52 189 189 169 438 F 22A-tpm 1.180 - 33.04 0.00 23 3 83 0 189 14 463 0 6 c)AEDexcursion -3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration 38 11 211 59 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 210 104 1390 1010 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 210 104 1390 1010 15 Duct loads 32% 42°/ 66 44 32% 42% 438 429 Total room load 277 148 1828 1439 Air required (cfm) 15 7 ,y., OR P 71 wrightSoft' Right -Sufi G Universal 2012 12.0.04 RSU05864 Q vtv 2012-Aug-02 2 Page 6 A EAWrightsofl HVAC\Wynne Corp\WYNNE CARLTON 70 III.rup Cale = MJ8 Front Door faces: W g wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LIVING RM 2 Exposed wall 46.5 ft 3 Room height 9.8 ft heat/cool 4 Room dimensions 1.0 x 525.5 ft 5 Room area 525.5 ft2 Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuh/ft2) Area (ft� or perimeter (ft) Lead (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 YN 12C-0sw 0.091 n 2.55 2.18 250 250 637 546 - 1D-c2om 0.870 n 24.36 27.10 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 V� 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 11 f-G �D 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 V)/ 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 ---C 1A-flom 1.270 s 35.56 26.39 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 206 173 442. 378 1Dc2ow 0.570 w 15.96 59.68 0 0 0 0 4A5.2omd 0.770 w 21.56 47.10 33 0 701 1531 P 12B-01YW 0.097 - 2.72 0.85 0 0 0 0 L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 526 526 471 1219 F 22A-tpm 1.180 - 33.04 0.00 526 47 1536 0 6 c)AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration b) Room ventilation 857 0 242 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 0 Subtotal (lines 6 to 13) 4643 4882 Less external load Less transfer Redistribution 0 0 0 0 0 0 14 15 Subtotal Duct loads 1fi% 18°h 4643 745 4882 85 Total room lead Air required (cfm) 5388 293 5741 2 . 42 r g wrightsoft' Right -Suite® Universal 201212.0.04 RSU05864 AC�A EAWrighlsoft HVAC1Wynne Corp\WYNNE CARLTON 70 Ill.mp Cale = MJ8 Front Door faces: W 2012-Aug-02 20:38:19 Page 7 WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. RC"`' Attn: William Durden JUL 1 'i Re: 27 Villa Blanca St. Lucie County, FL Permit # 1506-0518 In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium UDL-25 Plus - NOA# 14-0603.18. If there are any questio Thank you, Matthew Lyle Wynne - V.P. I can be reached at (772) 878-5513. Miami Division Miami tilde �; F Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 MIAMI-DADE COUNTY Om t�IQMNni PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof UIS, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages I through RLE CO"21 The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeory: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium's UDL-30, Titanium' UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® IIDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium® UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location 41& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location 91 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 1I sides coated with UV protected and slip resistant Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. FILE OPT NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I and 11 sides coated with UV protected and slip resistant Manufacturing polymer stabilized polypropylene on both sides. Location #3 RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and iI sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and 11 sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D1970 Unreinforced polymer modified bitumen material Manufacturing Location 44 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: I . ML 1 2. ML2 3. MW 4. ML4 EVIDENCE SUBMITTED: Test AQency Test Identifier Test Name/Report Date Intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity ERD 115010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 MIAMI DADE COUNTY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium` UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof UIS, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U 10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U 10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titaniumo UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies using Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for • fire ratings of this product. • 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium' UDL-25 PLUS, Titanium' UDL- 30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildinCode and Rule 61 G20-3 of the Florida Administrative Code. FILE Coo END OF THIS ACCEPTANCE NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 Lumber design values are in accordance with ANSIffPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: ml 1324 - 70' Carlton Elev D MiTek USA, Inc. Site Information: Tama Parke East Blvd. Tampa, FL 33610-4115 Customer Info: WYNNE BUILDING CORPORATIN Project Name: m11324 Model: Lot/Block: Subdivision: Address: N/A City: 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 20120 7.6 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 165 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T7006033 A 4/20/015 18 T7006050 JB 4/20/015 2 T7006034 Al 4/20/015 19 T7006051 JC 4/20/015 3 77006035 A2 14J201015 20 77006052 KJ5 4/20/015 4 T7006036 A3 4/20/015 2i T7006053 KJ7 4/20/015 5 T7006037 A4 4/20/015 22 T7006054 KJA 4/20/015 6 T7006038 A5 4/20/015 23 T7006055 KJB 4/20/015 7 T7006039 A6 4/20/015 24 T7006056 MV2 4/20/015 8 T7006040 8 4/20/015 25 T7006057 I MV4 I 4/20/015 9 T7006041 BH7 4/20/015 10 T7006042 GRA 4/20/015 11 T7006043 GRB 4/20/015 12 T7006044 GRC 4/20/015 13 T7006045 J1 4/20/015 14 T7006046 J3 4/20/015 15 T7006047 J5 4/20/015 16 T7006048 J7 4/20/015 17 T7006049 IJA 4/20/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. April 20,2015 Albani, Thomas 1 of 1 m11324 COMMON dif 4.00 12 4x4 = 2411 4x6 = 3xe = 2x3 II 3xe = 4x6 = Scale = 1:60.8 LOADING (Pat) SPACING- 2-0-0 CSL DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.30 14-15 >999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.61 14-15 >676 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.13 10 n/a rVa BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 1661b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Algid calling directly applied or 6-1-3 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 aulde. REACTIONS. (Ib/size) 2=122110-8-0, 10=1221/0-8-0 Max Horz2=-223(LC 6) Max Uplift2=-787(LC 8), 10=787(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2851/1613, 3-4=.2350/1342, 4-5=2322/1353, 5-18= 2344/1412, 6-18=-2293/1436, 6-19=2293/1436, 7-19=-2344/1412, 7-8— 2322/1353,8-9=-2350/1342,9-10=-2851/1613 BOT CHORD 2-17=-1408/2666, 16-17=-1408/2666, 15-16=-1408/2666, 15-20=-753/1731, 20.21=-753/1731,14-21=-753/1731, 13-14=-1408/2627,12-13= 1408/2627, 10-12=-1408/2627 WEBS 6-14=-455/854, 7-14=-253/174, 9-14=-552/440, 6-15=-455/854, 515=-253M74, 3-15=-551/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. ��,P.rJ• • A' Abe 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psi; BCDL=3.Opsf; h=12ft B=451t; L=501t; eave=6tt; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,�� Z`:.G E N S'•.•y 3) 100.Olb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. ". 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 39380� 5)' This truss has been designed for a live load of 20.Opsi on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC fit between the bottom chord and any other members, with BCDL= 5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at jolnt(s) except 01=11c) 2=78 y 10=787. •• 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ATE 'n�•'c(O Fi `ID �'�._S�.• . .• 20,2015 Q WARNING- Verify design pararnerere end READ NOTES ON THOAND INCLUDEDMITEKNEFERANCEPAGEMII-7473 rev. 021015BEFONE USE Design vaIMfar use only with Meek connectors. lhisdedgn Is based only upon parameters shown and is for an Intl idual buntlhlg component. Applicabilty of deslDn porameters and proper Incorporallon of component Is responsldllty of Widkxl designer -not eu rs designer. Bracing shown Is for lateral suppod of Individual web members only. Additional temporary Wachs, to Ironer stabilly dl ng construction is the responsibility of the MiTek' erector. Adrliflord permanent bmr, of the overall sliucturo h free respommllity of the buHdM dedgrer. For general gWdalce regar<Mg fabrication. quality control storage. delvery. erection asd bracing. consul ANSt/ID116uality Ctiterla,DSB-69 and SCSI Building Component 6904 Palle East Bind. safety Information avel able from Truss Rate Balilute. 781 N. lee Street. Sulle 312 AlexardrkL VA22314. Tempe, FL 33610 4,00 12 Sx6 = scale=1:61.8 44 = 14 13 4x8 G 2x3 II Sx12 = 2.00 12 ]$-0 74d-0 13.7A 5.17-e 23-11-12 70.4.4 JJUV 11-0i Plate Offsets (X Y)-- r2:0-3-14 Edcel f8.0-3-0 Edgel r10:0-5-2 Edoel LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Wall Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.86 Vert(LL) 0.76 12 >539 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -1.3012-13 >317 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.39 10 n/a rVa BCDL 5.0 Code FBC2010/PPI2007 (Matrix) Weight: 1581b FT=0 LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purilns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=117110-8-0, 10=1171/0-8-0 Max Horz2=224(LC 7) Max Upllft2=-837(LC 8), 10— 837(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2741/1788, 3-4— 2154/1460, 4-5=-2097/1474, 5-6=-2129/1562, 6-7=-4406/2927, 7-8=-4337/2831,8.9=-4384/2824, 9-10-4785/3126 BOT CHORD 2-14-1582/2548, 13-14=-1582/2548, 13-15=-1023/1828, 15-16=-101811832. 12-16=-1017/1840,10-12=-2876/4512 WEBS 3-13=-631/465, 5-13=-271/242,6-13-269/469,6-12=-1740/2753, 7-12=-258/249, 9-12-388/377 NOTES- ``,`�II1111111/ 1) Unbalanced roof live loads have been considered for this design. ,`% ' ^ NS A. A 2) Wind: ASIDE 7.10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-1.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50fh eave=6ft; Cat. II; ,% p\v,,. C E N "' Exp C; Encl., GCpi=0.18; MW FRS (cilrecllonal); Lumber DOL=1.60 plate grip DOL=1.60 ; � `S 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcunent with any other live loads. 3938( 5)' ThIs truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt * .' fit between the bottom chord and any other members, with BCDL = 5.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/LPI 1 angle to grain formula. Building designer should verify capactr of bearing surface. " 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at )olnl(s) except qt=1b) 2=837S ATE 10=837. ��,n % Al 8) 'Semi-dgid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this fuss. , ( O R ( 20,2015 ® WARNING. Verity design paremefersend READ MOMS ONTNISANOINCLU0E0MIFEKREFERANCEPAOEM&74]Srev.=6GO1SBEFOREUSE. ■ Design valid for use only with MBek connectors. INS design is based only upon paramelersffiown, end is for an lndMdunl bulling component. �� App:eadlity of design parameters and proper hcomaiatlon of component Is responsldllty of bording destmer -not truss designer. Bracing shown Is for lateral support of IrltlNklud web members only. Additional temporary bracing to Insure stabelty during conduction is the respondbllllty of the MiTek' erector. Adtliliond Permanent bracing arms overall stucture h the responsibility oflMbuldilg designer. For general guidance regarding fabrication. duality, conted.storage. dellvery. erection and bracing. earent ANSIRPII Quality Criteria,DSB-89 and BC5l Building Component 69M Parks East BNd. Safety INormatlon wearable from Truss Rate Institute. 781 N. Lee Strand, suite 312 Nexandlb. VA 22314. Taapa. FL 33810 Job Truss Truss Type City Ply 70'Car6on EIWD T7006035 m11324 A2 SPECIAL 1 1 Job Reference (optional) Chamfers Truss, Fort Pierce, FL 7.62D a Mar 272015 Mnek lndusines,Inc. Mon Apr 20 15:26:33 2015 Pogge1 ID: _kfiGCA6bx7j2Syl HDXFW7ye3KX.m6yVWBN7Ki5bMicW2rJwTTgNAOnODpFJUmKgIZOCOK 1-0 7-8-0 13-7-a 17-0-0 8-0- 23.11-12 26.9.10 35-0-0 -0 7-8-0 5-11-8 3-0A 5-i1-12 2-9-14 8-26 -0-0 Smle: 311 V.V 4.00 F12 4x4 = 4x5 = 6 7 4x4 = 17 16 3x4 = axe 2x3 11 6x12 = 3x5 = 2.00 F12 7.8-0 1&74f 17-0-0 a-0- 23-11-12 35.0-0 74d-0 5-11-8 31E -0- 5.11-12 11-0-0 Plate Offsets (XY)-- f2:0-3-14.Ed0el, f9:0-3-O.Edcel, f11:0-5-2.Edgel LOADING(psf) SPACING- 2-0-0 CST. DEFL. In (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.76 13 >540 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.1911-13 >347 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES W B 0.70 Horz(TL) 0.42 11 n/a n/a BCDL 5.0 Code FBC2010rTP12007 (Matrix) Weight: 1681b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2z4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 0o pudins. 130T CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 1 Row at midpl 8-14 MiTek recommends that Stabilizers and required cross bracing be Installed outing truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/slze) 2=1171/0-8-0, 11=117110-8-0 Max Horz 2=218(LC 7) Max Upllft2=-837(LC 8), 11=-837(LC 8) FORCES. (Ib) - Max- Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2746/1787, 3-4=-2132/1457, 4-5=-2075/1471, 5-6=-1998/1418, 6-7=-1880/1381, 7-8=-2019/1397,8-9=-4321/2829,9-10=-4369/2821, 10-11=-4778/3131 BOT CHORD 2-17=-1580/2533, 16-17=-1580/2533, 15-16=-1174/2004, 14-15=-1013/1855, 13-14=-2504/4176,11-13=-2882/4503 WEBS 3-16=-675/465, 5-15=-287/192, 6-15= 379/503, 7-14= 242J437, 8-14=-249911605, 8-13=955/1626, 10-13=-413/387 NOTES- \\%% NS r A 1) Unbalanced roof live loads have been considered for this design. q 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDIr4.2psf; BCDL=3.Opst; h=12ft; B=450; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,,� �. .��G ENS'• 3) Provide adequate drainage to prevent water pending. . �-'•" 4) All plates are MT20 plates unless otherwise Indicated. 3938 5) This Truss has been designed fora 10.0 pet bottom chord live load nonconcurmnt 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• lit between the bottom chord and any other members. 7) Bearing at loint(s)11 considers parallel to grain value using ANSIrf PI 1 angle to graln formula. Building designer should verify capaci 7T� of bearing surface. 0 • ATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ql=lb) 2=837, i O •' g 9)'Seml-dgid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. �i. S,Q •0 FIX .. ;. •( April 20,2015 QWARNINO- V.rlfydec/gn parameters end READ NOTES ON WISAND INCLUDED MREKREFERANCEPAOEMIA1475 rev. OWS20160EFONEUSE ■ Design valld for use oNywllh Mnek connectors. This design is based only upon paamelers shown, and is form lndividuol bu0ding component. ApplicaMItyof dedm pmametersmd proper Incomora0m of component b resporwblllN of bulldN designer-nol nuns designer. Braclm showin Is for lateral suppod of lruxvldu ll web members only. Additional tempwory bracing to Insure stability during construction is the responslbli ly of the MiTek' erector. AWStiawlpermanentbracing o(theovera6stnrcNreIsline responsiefiryoffine buldingdesigner. For general guldarsceregarding fabrication quality cannot storage, delivery, erecllm and bracing, corssAt ANSUTPI1 Quality Criteria,DSB-87 and BCSI Building Component 6904 Parke East Bind. Safety Infamratlon ova9mle from Tns Rate BMIMe. 781 N. Lee Sheet Suite 312 Alexandria. VA 22314. Tamp., FL 33810 m11324 8-0.1 4.00 12 5x6 = 4x4 = Scale:3/16'=1- 4x4 = is 48 = as 11 5x6 = 2.00 12 Iirltl ry LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vad(LL) 0.68 12 >605 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL)-1.1410-12 >363 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.97 Horz(TL) 0.38 10 Na n1a BCDL 5.0 Code FBC2010)TP12007 (Matrix) Weight: 159 to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOTCHORD 2x4 SP M30 BOTCHORD Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 2=1171/0.8-0, 10=1171/0-8-0 Max Horz 2=194(LC 7) Max Uplift2=-837(LC 8), 10=-837(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1771, 3-4=-2607/1786, 4-5= 2104/1448, 5.6— 2324/1632, 6-7=-2452/1671, 7-8=-4324/2787,B-9=-4610/3102,9-10=-4723/3088 BOTCHORD 2-15= 1575/2516, 14-15=-1575/2516, 13-14=-1128/1961, 12-13=-2458/4129, 10-12_ 2848/4446 WEBS 4-14=.718/514, 5-13= 272/588, 6-13=306/516, 7-13=-2100/1327, 7-12=-939/1576, B-12= 412/397 NOTES- ,TII111111 2) Unbalanced rloads Wind: ASCE7-10: Vue 65mph (3- cond gust) Vasd=128mph; TCDL=4.2psi; BCDL=3.Opsf; h=121t; B=45f1; L=50ft; eave=6lt Cat. II; ,�����,(�P.S A. Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 0`-• •' • •E 3) Provide adequate drainage to prevent water pending. `��� ��G N, 4) The solid section of the plate is required to be placed over the splice line at Joint(s) 12. 5) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. 393 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. * f 7)' 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 VA fit between the bottom chord and any other members. 8) Bearing at Joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacil of beating surface. ' 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=837, 10=837. 10)'Seml-dgid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. OR OD. >NA4KIN April 20,2015 A WARNING. Verjrysfesfgnparametersard READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7VV.V.M&T0f5SEFORE USE. Deslgn valid for use only wlih MBek contractors. this design is based only upon MOMOters Mayas and h for an Individual Wlldag comwmml. ■■■ �� Applkabllily of desgn paameters and proper hcomennilon of component 5 responLblllry of Wilding designer - not true designer. Bracing shown Is for lateral suppod ofinc Baal webmembers Only. Addlilorwllemporaybfadngtolmmestabllltydmhgconsiruotimisihorespo Mtllyofthe WOWoreclor. AddlOonal permanent braclrg of the overall slrucNre h iha respon9billry of the Widlrg designer. Forgeneral guidatce regadhg fablcatbmgr 1[lyconhoLstaage,delNery,erctionand wki&conuil ANSI/TPll Quality Criteria.DSB-89 and SCSI Building Component 69M PsAe E. Err& safely Information avollable from Truss Rate Institute. 781 N. Lea Steel. Sidle 312. Atexondrkl VA 22314. Tarya, FL 33610 7-0-0 54-0 9-0-0 ' 1-11-12 ' 2-if-14 azro I ca Scale = 1:62.9 4x8 = 4.00 FIT 5%6 — 3x6 5 6 4x4 = 13 '- - -- -- - Asa G 2x3 I 5x12 = 2.00 F12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.70 10 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(FL) -1.14 8-10 >362 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES W B 0.99 HDrz(TL) 0.38 8 n/a Na BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 157 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied. 4-5.,2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, In accordance wlth Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1171/0-8-0, 8=1171/0-8-0 Max Horz2=170(1_0 7) Max Uplift2=-837(LC 8), 8=-B37(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2732t1777, 3-4=-2167/1493, 4-5=-3002/2033, 5.6=-3106/2070, 6-7=-4297/2756, 7-8=-4794/3146 BOT CHORD 2-13=-1570/2517,12-13=-1570/2517,11-12=-1195/2039, 10-11=-2412/4080, 8-10=-2897/4519 WEBS 3-12=626/420,4-11=-616/1112, 5-11=-266/557, 6-11=-1556/940, 6-10=-980/1602, 7-10=527/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft B=45f1; L=50ft; eave=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 pst bottom chord live load nonconcurrom with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wild fit between the bottom chord and any other members. 7) Bearing at lofnt(s) 8 conslders parallel to grain value using ANSVTPI 1 angle to grain (ormula. Building designer should verify capacilr of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at iolnt(s) except Qt=lb) 2=83710 6=837. 9) "Seml-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. �ORk���p >� ON AA, �r Ltd April 20,2015 QWARNING. Verily design paramefersend BEAD NOTES ON MIS AMC INCLUOECMI7EKBEFERANCE PAGE 1&1-7473rey.M6Q01S BEFORE USE. Design valid for use only Win Mnek conneclors. this design Is based only upon parametersshown. and is for an indMdual bulging component. • ■■■■■■■■ �y Applicab0ity of design parametersantl proper hcapmalen of component 6 responsibility of bulltlVq designer -not truss designer. Bracing shown ■ 6 for lateral surreal of individual web members oNy. Adtltilonal temporary btaclng to Irene staNtry du4ng constmclbn Is the responsib0iity, of the erector. Multlonal permonent bracing of the ovemtl stmclure Is the responsocity of the buldlrcg designer. For General guklance recording MiTek' foMcalloa quollty control, storage. delivery, erection Ono! bracing, consult ANSIBPII Quality Criledo, DS3-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Intonation makable from Tnxs Rate InsUlufe. 781 N. Lee Street. Suite 312. Alexoraila. VA M14. Tarty.. FL 33610 Job Truss Truss Type Oty Py 70'Coton ElevD T7006038 m11324 A5 SPECIAL 1 1 Jab Reference o tional Chamber.TraeS. Fon Pierre, FL 4x8 = 4.00 F12 /3 3x4 = 5 �y 4x5 = 14 6 2x3 4x4 = 12 — 4x8 3x4 = 5x5 = 2.00 12 Scale=1:62.9 LOADING (Pat) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 5.0 SPACING- 2-0.0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI. TO 0-90 BC 0.83 WB 0.72 (Matrix) DEFL. in Qoc) Well Ud Vert(LL) 0.74 10 >555 360 Vert(fL)-1.2110-11 >341 240 Horz(TL) 0.39 8 Na n/a PLATES GRIP MT20 2441190 MT78HS 2441190 Weight: 151 Ito FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2X4 SP M30 BOTCHORD Rigid celluxU direGiyapplled Or3-11-14 oc brarbng. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation aulde. REACTIONS. (lb/size) 2=1171/0-8-0, 8=1171/0-8-0 Max Horz2=146(1-C 7) Max Uplift2=-837(LC 8), 8=-837(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2691/1791, 3-4— 2368/1605, 4-13=-2371/1648, 5-13= 2370/1648, 5-14— 4103/2666, 6-14=-4103/2666,6-7=-4353/2795,7-8=-4790/3131 BOT CHORD 2-12=-1581/2480, 11-12=-1307/2219, 10-11=-2041/3253, 8-10-2881/4516 WEBS 3-12=-400/355, 4-12=-171/351,4-11— 181/348, 5-11=-10961784, 5-10=-444/964, 6-10=-748/1211, 7-10= 466/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 111❑ 1111111 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=1211; B=45ft; L=50f1; eave=6fh Cat. II; ♦,♦\I S A I, Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦,♦ �P• • • �j� 3) Provide adequate drainage to prevent water ponding. ♦ Q 4) All plates are MT20 plates unless otherwise Indicated. ♦♦♦.�� G E N S'•. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrant with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide wily 3938 fit between the bottom chord and any other members. �r 7) Bearing at joint(s) 8 Considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should verify capacity of beefing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at jollnt(s) Except (pdb) 2=3337Sr ATE 8=837. �' 9) "Semi-dgid pitchbreaks including heels* Member end fixity model was used In the analysis and design of this truss. April 20,2015 ,&WARNING. Vsdydevgnparemetersamr READ NOTES ON THISAND INCLUDED MDEKREFERANCEPAGEMII.7473mv.02/MOIGBEFOREUSE. , ■■■ Design void for Ina onlywlth M6ek connectors. MIS design h based only upon iscrametersshown, and Is for on IndlvidUal bdiding component. App000bi of design paametemCnd proper Incoipofatlon of component is responslibilly of tWld(g designer -not truss ciesionef. Bracing Shawn Is for lateral vppod of Individual web members only. Addililwal temporary bracing to Insure slabtllty, owing construction is the respandbllliy of lla MiTek' erector. Additiawl parnarenl bracing of the overall shuCfure is the raStr0roblliry of the biking designer. Fa general godonce regarding fabdcallon. quality control, Storage. deRvery.erection and Liming. consult AN51/TPIIQuallty Cliroxi.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Teas Bate "Icule. 761 N. Lee Street, Suite 312 Alexanddo. VA 22314. Tanya, FL 33610 Job Truss Truss Type Oty ply TO' Canton Elev D T]006039 m11324 A6 HIP 1 1 Job Reference o tional Ghana.,. Truss, For! Pierce, FL 7.620sMer272015MTek Inda5tliSS,Inc. Mon Apr2015.26.3T 2015 Pege1 I D:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-fNMTLtFuB2CX4z7N IuvF4JeMdnP2K8trE6kYpozOoOG 1-0-0 9-0-0 13-8-0 20-2-13 26-0-0 35-0-0 6-0 66-13 5-9.3 900 -0- 4.00 F12 4xB = 2x3 I 4x6 = RMI 4x8 = 3 16 17 4 5 0 18 19 r 4x6 = 3x4 = 3x4 = 4x6 = 2x3 II Scale =1:61.8 LOADING (Pat) SPACING- 2-0-0 CSL DEFL in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ved(LL) 0.68 10-12 >373 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ved(TL) -0.9110-12 >278 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 1421b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. Qb/slze) 2=977/0-8-0, 13=316/0-8.0, 8=1048/0-8-0 Max Horz 2=-121(LC 6) Max Upilit2=-712(LC 8), 13=-205(LC 8), 8=-757(LC 8) Max Grav2=977(LC 1). 13=351(LC 17), 8=1048(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2024/1307, 3-16=-2314/1627, 16-17=-2314/1627, 4-17=-2314/1627, 4-5— 2314/1627, 5.6=-2314/1627,6-18=-2314/1627,18-19=-2314/1627, 7-19=.2314/1627, 7-8=-2288/1477 BOT CHORD 2-15— 1106/1837, 14-15— 1103/1838, 13-14= 1103/1838, 12-13= 1427/2314, 11-12=-1269/2096, 10-11= 1269/2096, 8-10_ 1268Y2087 WEBS 3-13=-387/829,4-13=-462/352,6-12=-254/217,7-12=-179/405,7-10=-20/296 NOTES- ```\\\\\5111�111//jI 1) Unbalanced root live loads have been considered for this design. \V`P•• • •, q� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pSf; BCDL=3.Opsh h=12f1; B=451t; L=501t; eave=6fh Cat. 11; ,% G E N Exp C; Encl.. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `���`; •�,� `S 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurmnt with any other live loads. 0 3938 5) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wile fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=71 y 13=205,8=757. 7) 'Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. O.• ATE Al OR I April 20,2015 A WARNING. Verifydeslgn paremefersand READ NOTES ON THIS AND INCLUDEDMmEKREFERANCEPAGEMIt-7473 rov. OW64?016 BEFORE USE. Design valid for use only with MBek connectors. This design is based only upon parameters shown. and is for an lndMdual founding component ■ �� AppllcabNN of design parameters and pfopet lncolperallon of component Is responsiblllly of bulldrx, designer- not Muss designer. Bracing shown " Is for lateral support ollndMdual web members only. Addlibnal temporary bracing to Insure stability, during construction Is the respondWllty of the Mffek' erector. Mditc w permanent bracing of ttre overall srucWm Is the resporssB>llity of the bu2drg designer. Fmgenefal gultl a regardN Iablkafforrqudlty control. slorage,dellvery, erecdonarxd brachg•conedt ANSI/1711 Huollty, CFeeda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaachie from Truss Rate Iratllule, 761 N. fee Steel, Sulle 312. AlexarWda. VA 22314. Tampa, FL =10 6-11-0 4x4 = SWe= 1:24.6 to 23I 3x4 = 3x4 = 6-11-0 6-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gip DOL 1.25 TC 0.21 Ven(LL) 0.05 5-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Ven(TL) -0.07 5-8 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight: 47lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid celling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP NO.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=442/0-8-0, 2=498/0-8-0 Max Horz2=93(LC 7) Max Uplift4=-294(LC 8), 2=-375(LC B) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-920/562, 3-4=-934/644 BOT CHORD 2-5=-631/1052, 4-5_ 726/1044 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL--4.2psf; BCDL=3.Opsf; h=12ft; 8=45f : L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 lost bottom chard live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,1T 1 r 11 r /E fit between the bottom chord and any other members. %% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lbuplift at joint(s) except Qt=lb) 4=294. �� 2=376. ,�• 0 • C'E"N 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ���\S * J 6634 April 20,2015 0WARNING-tyrdlydeslgaparamefelaand READ NOTES ON MMAND INCLUDED MREKREFERANCEPAGEMII-74"me OYi OISBEFONE USE. Dedgnvalklfor use onlywlth MRekconnectors. TNsdeAgn hbased only argon paramelonahoym.andis for an Individual building component. ®� Applicability of design parametersond groper Incorporation of component h respon4blllly of building designer -not host designer. Bracing shown B for laterals ,Dod of lrxvldual web members only.A.ddlllonal temporary, bracing to lmrue stablllly during construction B the respondblllty of the Mewerector. Addlliorgi permanent bracing of the overall structure Is the respanablllly of the bullding de9gnor. For general gulciance regarding fabrication quality control.storage,calvary. erection aril brachg. conlat ANSI/1PI t Quality Criteria, DSB49 and SCSI Building ComPanent 6904 Parke East Blvd. Safety irdormukon avotabie from True Male Institute. 701 N. Lee Street. Sulie 312 Alexcadrla, VA MIA. Tarry., FL 33610 HIP 61 iS60 2460 1oa 70o I aso 1 11-so 1 t3so�1 /7-6-o 1 18-60 1z1-oo 236a 1 Me 1 2soo 1 21W_ 3sD0 00 700 2-Ba z-oo zoo @ssbb l-6o 2ao z-Do I -cos z-oa zoo 2-s-0 T-o-o 1-00 Scale: 3/16-l' Gap chord most be braced by end tacks, roof diaphragm, or properly connected purlins as shown. 4x6 = 3x8 = 3x4 = 4x6 LOADING(psf) TCLL 20.0 TCDL 7-0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI. TO 0.56 BC 0.43 WB 0.47 (Matrix) DEFL Ved(LL) Ved(TL) Horz(TL) In Poe) Vdefl Ud 0.47 32-33 >872 360 -0.6432-33 >648 240 0.14 28 n/a n/a PLATES GRIP MT20 244/190 Weight: 208 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Stmctuml wood sheathing directly applied or 4-0-13 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied ors-6-5 oc bracing. WEBS 2x4 SP No.3 JOINTS i Brace at JI(s): 11, 18, 15, 7,23 MiTek recommends that Stabillzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1171/0-8-0,28=1171/0-8-0 Max Horz2=223(LC 7) Max Uplift2=-837(LC 8), 28=-837(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2803/1824, 3-4-1036/631, 4-6— 984/626, 6-8=-966/629, 8-9— 971/654, 9-12=-957/688, 12-14=-9581730, 14-16=-958/730, 16-19-956/688, 19-22=-971/654, 22-24_ 966/629,24-26=-985/626,26-27_ 1036/631,27-28=-2804/1824,3-5_ 1922/1423, 5-7=1926/1427,7-10=-1926/1427,10-11=-1926/1427,11-13=-1926/1427, 13-15=-1926/1427,15-17-1926/1427,17-18=-1926/1427,18-20-1919/1424, 20-21=-1919/1424, 21-23=-1919/1424,23-25— 1919/1424,25-27=-1915/1420 BOT CHORD 2-35=-1620/2593, 34-35=-1626/2581, 33-34— 162612581, 32-33=-1787/2835, \\\��f t ff/ff WEBS 3'3=-175/3335188-33=3459/465,278228172/309,114164274/363 A, I� .%,� ♦♦.�`-t°�p,S ♦ \`1` ........ e NOTES- for design. \ENs*-' 9A'�j 1) Unbalanced roof live loads have been considered this 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=121t; B=45ft; L=50ft; eave=6ft; Cat.13938 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise Indicated. •. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. - ATE 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ; O . fit between the bottom chord and any other members. connection (by others) of truss to bearing capable of withstanding t001b uplift at jolnt(s) except Qt=1b) AN7) 2=837, e mechanical plate ,�' �\�♦, 28=83 28837. 'Semi design truss. is 8) -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and of this 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top andfor bottom chord, w 0 _ fit 6634 April 20,2015 ® WARNING. Venrydeslgn paramofers entl READ NOTES ON THIS AND INCLUDEDMREK REFERANCEPAGEMII-7475 rev. 02/1N1015BEFORE USE Design void for use omywlth M9ek connectors. this deign is based only upon paametom shown, and Is for an Indiivdual bulldog component. �� App'Icoblllly of dedgn paametersand proper hcolporalion of component b responsibilty of buldinxl designer -not tms designer. Brackig shown Is for lateral wippod of Individual Web members only. Additional temporary bracing to Insure stablllty durhg conslructlon Is the responslbli ty of live i�niTek' ereclof. Add ftortd pemfaronl txocing of Ih0 overdl stmeWm Is the respons Ily of the bu0dkg de grot. Fagenerd guldoze mgmdng fablcalk qtKdltycontmi.storage,delivery.erecllonand oa g.00nsdI ANSITFH Qualily Cdteda, DSB.89 and BCSI Building Component 004 Perk. East Blvd. Safely Information avcIffable from Taus Plate Im11Me. 781 N. Lee Sheet. State 312 Alexaalrla VA 22314. Tempe, FL =10 Job Truss Truss Type Gty Fly ]0'Cmlton ElevD TJ006042 m11U4 GRA SPECIAL 1 1 Job Reference . venal) Chambers Tnu., Pon Pierce, FL 2-7-9 2.3] F12 4x4 = 410 19 4 20 4x4 = 21 5 22 64x10 S 2x3 11 3x4 = 3x4 = 2x3 II 3.4 = LOADING(pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.29 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 BCDL 5.0 Code FBC2010/rP12007 (Matdx-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=701/0-8-0, 7=70110-8-0 Max Horz2=65(LC 24) Max UpIIR2=-523(LC 8), 7=-523(LC 8) Max Grav2=720(LC 17), 7=720(LC 18) DEFL. in i oc) Well Ud Vert(LL) 0.08 11 >999 360 Vert(TL) -0.10 10 >999 240 Horz(TL) 0.03 7 Na Na Scale = 1:27.4 3x4 = PLATES GRIP MT20 244/190 Weight: 58111 FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-8-14 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 2-3=-1503/1148, 3-19=-1529/1216, 4-19=-1511/1196, 4-20_ 1494/1181, 20-21=1494/1181, 5-21=-149411181, 5-22=-1511/1196, 6-22=1529/1218, 6-7=1503/1122 BOT CHORD 2-12=-1116/1395, 12-23=-1108/1395, 11-23= 1108/1395, 10-11=-1210/1494, 10-24=-1059/1395, 9-24=-1059/1395, 7-9— 1069/1395 NOTES- 1) Unbalanced roof live loads have been considered for this design. \\1111111// 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsh h=12fh B-451t; L=50ft; eave=6ft Cat. 11; % Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Ps A. q 3) Provide adequate drainage to prevent water pending. �% O�•' G E N 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. ,� �`,•'V 9� 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle "-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 3938( 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=lb) 2=52 7=523. 7) "Semi-dgid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. - 8) HangeT(s) or other connection device(s) snail be provided sullicient to support concentrated load(s) 128 111 down and 114 lb up at 4-1 123lb down and 124111 up at 5-0-0, 130111 down and 1461b up at 5-7.3, 124111 down and 1291b up at 5-11-0, 124 Ib down and 1291�� AT E up at 7-11.0, 1301b down and 1461b up at 8-2-13. and 1231b down and 12411bup at 8-10-0, and 1281b down and 1391b u at 9-8-8 0 •• on top chord, and 16Ib down and 7 ib up at 4-1-8, 18Ib down and 15Ib up at 5-0-0, 331b down at 5-7-3, 39Ib down at 5-11-0, 39 Ib �0 •• %�( Andown at 7-11-0, 331b down at 8-2-13, and 181b doom and 151b great a-10-0, and 161b clown and 71b up at 9-e-8 on bottom chord. I R The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead a Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 d-IME 20,2015 Q WARNING-Venrydesfgn paramalerc and READ NOTES ON MISAND INCLUDED MRENREFERANCEPAGE MII.747a rev. 02/161f016 BEFOREUSE. Design valid for use orlywlth MRek connectors. This design is based only upon parameters shown, and is for an individual bulding component., ApplbabLlly of design parameters and proper Incorporation of component k responsibility of building designer - not bsin buss designer. Bidding stwwn Is for lateral suppon of Individual web members only. Adtlltbnal temporary bracing to Insure stability during construction is the msp,nsBRllly of the MiTek• erector. Addlllonal permanent bracing crew overall Stmclure Is the resinonsibllliy of the bullAkg designer. For general guldarce regarding faWkation. quality control, storage, delivery, erection and bracing. conwif ANSI/17I I Quality Create, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely INarmation avolable from Tom Rate Imitate, 781 N. Lee Street. Suile 312, Alexandria VA 22314. Tempe, FL 3U10 Job Truss Iruss type City Ply 70-Cartion ElevU T7006042 m 1324 GSA SPECIAL 1 1 Jab Reference (optional) Chambers Truss, F9n Fe... FL .................._._..-_...._...._....-. -- .-.--. . R _ -`ZO ID:_kfiGCA6bx7j2Syl ITDXFw7ye3KX-Y8b_BFIOFoiyZW 9_k_BF9pC70tbGOgRBkimyZ2OoOC LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-4=.54, 4-5=-54, 5-6= 54, 6.8=-54, 13-16= 10 Concentrated Loads (Ib) Vert: 3=7(B) 4= 64(B) 5= 64(B) 6=7(B) 12= 6(B) 11= 35(B) 10 35(B) 9= 6(B) 19= 28(B) 20= 60(B) 21= 60(B) 22= 28(B) 23=-18(121) 24= 18(B) 0 WARMING. Verity deslgn parameters and BEAD NOTES OM THIS AND INCLUDEOMMEKBEFEBANCE PAGEMII.7473 rev. 0VIWO169EFOHE USE Design valid for use only with Mgek connectors. Phis design S based only upon parameters shown. and is for an lndMdual buiding component. Applbablity of deslgn porameters and proper Incorporation of component is responsblllry of building designer- not truss designer.&acing shown ■■■��.YYY Is for lateral support of Individual web members only. Additional temporary bracing to insure stability owing construction Is the reso0ndicUlity of the MiTek' erector. Adtllllorol permanent bracing of the overall structure Is the respom billly of fine bulldrg designer. For general guidance regarding fabrication quality control, storage. delivery, erection and bracing, consult ANSUTINI Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Eesl BNd. Safety Information avatlabie from Truss Rate Institute. 781 N. fee Street. SWte 312, Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type Oty, ly 70' Cernon Elev D T]096043 mi1324 GR3 SPECIAL 1 1 Job Reference o tional Chambers Truss, Fen Pierre, FL 7.620 s mar zr zmn mnez if dusnes, ma. men A,�o m.co.rc cma ros., ID:_kftGCA6bx7j2Sy1HDXFw7ye3KX-OL9MOb1105gpAkuLYRVOnMLJXoDJ?NlaNOSJUOZOoOB i-0- 5-02 10-3-0 156-0 213-0 26-2-0 26-1-0 35-0-0 6-0 -0- 5-0-0 630 53-0 6-0-0 43-0 1-11-0 5-11-0 -0 Scale: 2z3 4z4 = 4.00 12 _ 4x8 3x4 3x6 = 2x3 11 4x4 = 9 3 25 26 4 0 28 29 5 630 31 32 7W 34 35 8 j '01 2 70111mI7 15 b b 18 36 37 17 38 16 39 5x6 = 4041 42 14 4313 12 3x4 = 2x3 1 3x4 = 3x6 = 3x4 =3x6 = 3x4 = ass = SO-0 10-3-0 i5ti-0 21-0-0 26.1.0 35-0-0 5-0-0 53-0 53-0 6-0-0 6-7-0 6-11-0 Plate Offsets(XY)-- f&0-5-40-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.15 17-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.03 15 n1a n/a BCDL 5.0 Code FBC2010/rPI2007 (Matrix-M) Weight: 146111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpt 4-15 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. (Ib)- Maz Horz2=96(LC7) Max Uplift All uplift 100 to or less at joints) except 2=-546(LC 8), 15=-835(LC 8), 14=-542(LC 8), 10=-389(LC 25) Max Gmv All reactions 250 lb or less at Jolnt(s) except 2=733(LC 17), 15=1189(LC 1), 14=801(LC 1), 10=470(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1549/1053, 3-25=-1272/936, 25-26=-1272/936, 4-26=-1272/936, 4-27=-288/511. 27-28=-288/511, 28-29=-288/511, 5-29=-288/511, 5-30=-288/511, 6-30=-288/511, 6-31=-288/511, 31-32=-288/511, 32-33=-288/511, 7-33=-288/511, 7-34=-288/511, 34-35=-288/5ll,8-35=-288/511, 8-9=-535/483, 9-10=-924/624 `,\ \\1S11 A BOT CHORD 2-18=-907/1433, 16-36=-902/1441, 36-37=-902/1441, 17-37=-902/1441, 17-38=-838/1272, 16-38=-838/1272,16-39=-838/1272,39-40=-838/1272,15-40=838/1272, ,,� �P••. 15-41=-511/412, 41�42=-511/412, 42-43=-511/412, 14-03=-511/412, 13-14=.452/515, �� O O E Al 12-13=-452/515,10-12=-685/1021 •• S 9 WEBS 3-18=0/257, 4-17=0/292, 4-15=-1854/1286, 6-15=-503/480, 7-14=-030/408, 3938 ^� 8-14=-857/572 NOTES- 7 = 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=12fh, B=45ft; L=501t; eave=6ft; Cat. IF Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �•O.• ATE 3) Provide adequate drainage to prevent pontling. /C 4) This truss has been designed fora 10.0 lost bottom chord live load nonconcurrent with any other live loads. mope i 9• 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� ' • $ q`�. ,� fit between the bottom chord and any other members. � •• A 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 2, 8351b uplift at Joint ,542 lb uplift at Joint 14 and 389 lb uplift at joint 10. 7)'Seml-dgld pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. %TMert.6634 April 20,2015 WARNING READ design paramsfara antl READ NOTES ON THIS AND INCLUDED MmEKREFERANCE PAGE Mrf-7473wywYf610f5 BEFORE USE ■■■ Design void for use only with Mnekconnectom. INsdedgn bbased only upon parametersMown. and isfor an lndlNdual bulltllrxl component. �� Appllcabtlliy of design parametersandpropef hcorywation of component br�s mfbllty of burden designer -not trussdesigner. Brachgshown Is for lateral support of Individual web members only. Additional temporary bracing to lms a stability during construction Is the responslbOlity of the MiTek' erector. Addlllonal permanent bracing olthe overall structure Is the resporablllty, of the buildr,designer. For general guldance regardhg fabrication, quality control, storage, delivery. erection and bracing, consist ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information ovallable from Irus Plate Institute, 781 N. Lee Street. Sulte 31Z Alexar rkl, VA 22314. Tampa, FL 33610 Job Truss Truss Type 0ty Ply 7W Carton Slav T]OD6o43 m11324 GRB SPECIAL i i Job Reference o tional Cha rber.Truss, Fort Pierce, FL r.oca b,rm, 27 gviu rA,v.,,,v........ ,.n �....,...b,.- ID:_kfiGCA6bx7j2Syl HDXFW7y03KX-OL9MObl105gpAkuLVRVOnMLJXoDJ7NIaNOSJUOZ000B NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 Ib down and 341 Ib up at 5-0-0, 124 lb down and 129 Ib up at 7-0-12, 1241b down and 1291b up at 9-0-12, 1241b down and 1291b up at 11-0-12, 124 Ib down and 1291b up at 13-0-12, 124 lb down and 129 lb up at 15-0-12, 124 Ib down and 129 lb up at 17-0-12, and 124 Ib down and 1291b up at 19-0-12, and 1241b down and 12911b up at 21-1-4 on top chord, and 83 Ib down at 5-0-0, 3911to down at 7-0-12, 39 lb down at 9-0-12, 39 lb down at 11-0-12, 391b down at 13-0-12, 39 Ib down at 15-0-12, 39 In down at 17-0-12, and 391b down at 19-0-12, and 39 lb down at 21-1-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-8=-54, 8-9= 54, 9-11=-54, 19-22=-10 Concentrated Loads (Ib) Vert: 3= 160(F) 18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39= 13(F) 40=13(F) 41=-13(F)42=-13(F)43=-13(F) F �,t4 r 1 1 ® WARNING -Verily Caslgn paremefars and READ NOTES ON MIS AND INCLUDED MMEK REFERANGE PAGE 161II.7473 rev. 6Y/642015 BEFORE USE. Design valid for use only with MBek Connectors. This design Is bored only upon Paromotemshown, and Is for an Indivdual building component Applloablily of design parameters and proper lncomemllon ofcomnouent is responabllity ofbuliding designer -not truss designer. Bracing shown ■ Is for Ialeral support of individual web members only. Additional temporary bracing to Insure staW Ity during construction Is fie responslbllllty of the erector. Additional permanent bracing of the overall stmcture Is the responsibility, of the building designer. For general guidance regarding M!Tek' fabdcailon. quality control, storage. delivery. election and bracing, consult ANSI/TPN Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information w j bie from Truss Rate Institute, 781 N. Lee Street, Wife 312. Ale undrla. VA 22314. Tampa, FL 3361 D Job Truss Truss Type Oty Ply TO -Cagan Els,D T]0p6044 m11324 GRC HIP 1 1 Job Reference (optional) Chambers Truss, Fog Pierre FL 0�1DXXHKXn ..�-7.' ID:_kfiGCA6bx7j2S1HFw7asK- 6 HHVj 6XO21jgkU's_.,'g'T.P•JYu D9 1-0 ]-0-0 13-8-0 20-e-10 28-0-0 35.0.0 6-0 -00 7-0-0 6-8-0 7-1-10 7-2f 7-0-0 -0- 4.00 rl2 I 5.8 = 3n6 II Sx6 WB= Sx8 = 48 = 2x3 I I w 3x6 =L6x10 = V V V , V- V V 3x4 =V 4x6 = - _- 2x3 11 ]-0-0 13-8-0 20-9-10 2a-0-0 35-0-0 m.n 6-a-0 7-1-10 7-26 ] Scale = 1:61.8 Plate Offsets(XY)-- f2:0-2-OEdoel f3'0-5-120-2-121 f5'0-3-OEdgel f6'0-3-80-2-81 f70-5-40-2-41 I8:0-3-140-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Utlefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(ILL) 0.26 10-12 >965 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(rL) -0.3810-12 >669 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 HOrz(TL) 0.10 8 n1a We BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight: 155 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-3 or. purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpl 3-13, 6-13 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be Installed during truss erection, In accordance with Stabilizer Installation aulde. REACTIONS. (lb/size) 2=445/0-8-0, 13=2650/0-8-0, B=1037/0-8-0 Max Horz2=-84(LC 6) Max Uplll12=430(1-13 8), 13=-2294(LC 8), 8=-942(LC 8) Max Grav2=539(LC 19). 13=3139(LC 2), 8=1234(LC 20) FORCES. (Ib) - Max. ComplMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-869/566, 3-16=-1085/1586, 16-17=-1085/1587, 17-18=-1085/1587, 18-19=-1085/1587.4-19- 108511587,4-20=-1085/1587, 5-20=-1085/1587, 5-21=-1085/1587,21-22=-1085/1587,6-22=-1085/1587, 6-23=-2144/1634, 23-24=-2144/1634, 24-25=-2144/1634, 25-26- 2144/1634, 7-26=-2144/1634, 7-8=-296712109 BOT CHORD 2-15= 458/764, 15-27=-467/793, 27-28=-4677793, 14-28=-467/793, 14-29=-467/793,13-29=-467/793,1 73/2144, 73/2144, 32 33=-1473/2144312-33141473/214473/2144, 012-34141 98/2774, 131234141898/2774, A' q�� �j� 6-1�24273 5/611, ,,���`�P.S• ����`�•'\C'E NS•'•.'9 ��i WEBS 3�15=-177/5931352501/1791?4-13�893/863,63=-3917/2865, 7-12=-670/448, 7-10=-181/595 3938 * NOTES- • U b I tl f If loads have been considered for this desi in _ - n canes too ve g . 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=121t; B=4511; L=50f1; eave=6ft; Cal. N Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430lb uplift at joint 2, 2294111 uplift at joint 13 and 942 Ib uplift at joint 8. 1 7) "Semi -rigid pltchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 6634 20,2015 Q WARNING. Verlrydes/gnp,rrameen end READ NOTES ON Me AND INCLUDED MREKREFERANCE PAGEMII.7473 rev. OYffi QIS6EFOREUSE. ■■■ Dec9nvolld foruse onlywith Mnekconnectors. IhSdeOgn is based only upon parameters shown. and is for an Individual bulldUg component. of tledgn IMametersand proper hcorlaeration o(compenenl5 resperatHilly of building designer - not truss designer. &acing strewn sotAppik:abAlfy Is for lateral support of BncllvIdual Web members only. MditiO ltemWrarybfmfl tolnsaestabOltydmingeonstrL"IonlsiherespOr15Millyof Rle Is the responsibllliy of me building For general guidance regarding erector. Additional permanent bracing of the overall structuredesigner. p/I�Tek• F V F fabricollon, quality central, storage, delivery, erection arW bracing, consult ANSI/IPI I Quality Criteria, DSO.89 and SCSI Building Componenl 6904 Parke East BNd. Safety Information available from fees More Institute. 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 3a610 Jo Truss Truss Type Qty Ply 70'C.fta ElevD T70D6044 m11324 GRC HIP 1 1 Job Reference o ..rat Chamber, Truss, Fotl Pierce, FL 7.620s Fw7ye315-yjH6p6u HYj5XQ Mon Apr2015:26:44 PtTi Paget ID _kfiGCA6bz7j2Sy1 HDXFw7ye3KX-yjH6pHKHYj5X021jfsXusnRXRcgNTCPhizGYuzOoOS NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load (a) 231 lb down and 352 lb up at 7-0-0, 118 lb down and 189111 up at 9-0-12. 1181b down and 1891b up at 11-0-12. 11811b down and 18911b up at 13-0-12, 118 Ib down and 189 Ib up at 15-0-12, 1181b down and 189 lb up at 17-0-12, 1181b down and 189 lb up at 17-11-4, 118 lb down and 189 Ito up at 19-11-4, 118 Ib down and 189 lb up at 21-11-4, 118 lb down and 169 Ito up at 23-11-4, and 1181b down and 189 lb up at 25-11-4, and 231 Ib down and 352111 up at 28-0-0 on top chord, and 388 Ito down and 240 Ib up at 7-0-0. 68 lb down at 9-0-12, 68 Ito down at 11-0-12, 68 Ile down at 13-0-12, 68 lb down at 15-0-12, 68 lb down at 17-0-12, 68 He down at 17-11-4, 68 In down at 19-11-4, 68 lb down at 21-11-4, 68 lb down at 23-11-4, and 68 Ito down at 25-11-4, and 388 to down and 240 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibiilty of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-7— 44, 7-9=-44, 2-8=-10 Concentrated Loads (Ib) Vert. 3=-156(B) 5=-96(B) 7=-156(B) 15=-333(B) 10=-333(B) 16=-96(B) 17= 96(B) 19=-96(B) 20— 96(B) 21=-96(B) 22=-96(B) 23=-96(B) 25— 96(B) 26=-96(B) 27=-23(B) 28=-23(B) 29=-23(B) 30= 23(B) 31 =-23(B) 32=-23(B) 33=-23(B)34=-23(B) 35= 23(B) 36= 23(B) .pay 16W„ ` r `` 1 r 5 "Aii, r ,i A WARNING-Verlry de,lgn parameter, and READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIF7473 rev. O171672015SEFORE USE. DesignvnIakrUsa OnWWith MRekconnectors. Ms design h based only ninon parameters shown. and is for an intllNtluol bu0tling component. onsuirly of lding designer -not tr. designer. Braclog shown Appikablllty of design parameters and proper IncoR>oratlon of component IsrespWilding uss �� Is for lateral support of Individual web memhers only. Additional temporary bracing to ksure stabORy during construction Is the mspons lelllty of the MiTek' erector. Additional permanent bracing of the overall structure Is the respomfOl ly of the bultdlrg designer. Forgeneral guidance regarding fabdcalion quality control, storage. delivery. erection and bracing, consult ANSIRMI Quality piled., DSB-89 and BCSI Building Component 6904 Parke East aid. Safety Information avarock, from Truss Rate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (lyp all applicable jacks on this job) 4.00 12 2 3x4 = 3 4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.12 Vart (LL) -0.00 2 >999 360 TOOL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 2 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20l OfTPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-8/Mechanical, 2=120/0-8-0, 4=5/Mechanical Max Horz 2=47(LC 8) Max Upl1ft3=-8(LC 1), 2=-153(LC 8) Max Gmv3=26(LC 8), 2=120(LC 1), 4=14(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1.6.2 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracirg be Installed during truss erection, in accordance with Stabilizer Installation auide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 8=45f : L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in al I 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. ���%III I I Ili 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 153 lb uplift at joint A. 2. ,..... 6)'Seml-rigid pl[chbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. , 0. V\G E N c 3931 <ORXOP /ONAk April 20,2015 WARNING -Verity design Parameters and HEAD NOTES ON THIS AND INCLUDEDMI7EKREFERANLE PAGE MII.7473rev.0VIS1!0/S BEFORE USE. ■■■ Design valkl for. onJy w1lh MEek connectors. lNs tlesign h basetl only upon parameters shown. and Is for on kldivdual bulicing component. AppikabYlty, of design pa knefors and proper Incwporatlon of component Is responskulky of bultlltg designer -not truss designer. Bracing shown Is for lateral support of lndIvdual web members Only. Additional temporary bracing to Insure stability dmhg consfiudion is the respondUliry of the MiTek' erector. Atldltional pemranent bracing of the overall smcture Is the responslblllry of the buldlrg designee For general guidance regarding fab lcalon, quarry control, storage, delivery, erection and Ixacing, consul ANSIAPI I Quality Cnterla, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Infarmaflon available from Buss Plate hatlMe, 781 N. tee Skeet. Sulte 312. Alexandria, VA 22314, Tamp., FL 32610 Job Truss Truss Type Oty Ply 70'Carhon Eleven T]006046 m11384 J3 MONO TRUSS 6 1 Job Reference (optional) Chamfers Truss, Fort Pierce, FL 3x4 = 7.620 a Mar r zom maul, inuusnus, niu. Pt 20 m.cono 20m,se ID:_MiGCA6bx7j2Syl HDXFw7ye3KX-OVgVlcLVIODOlCCWDa37P?zwOITCgn03Mgz5LzOoO8 30-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL- In (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Verl(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Verll -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) -O.CO 3 n/a n/a BCDL 5.0 Code FBC20lOfTP[2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 DOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=53/Mechanical, 2=174/0-8-0, 4=13/Mechanical Max Horz2=84(LC 8) Max UpIIQ3=-47(LC 8), 2=-178(LC 8) Max Grav3=61(LC 13), 2=174(LC 1), 4=39(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:9.6 PLATES GRIP MT20 244/190 Weight: 11 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purling. 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 quids. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=12ftl B=45f ; L=50fi; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to g(yder(s) for truss to truss connections. �111111111/ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47lb uplift at Joint 3 and 178lb uplift at Joint z. ��``(�PS A' A 6) "Semi -rigid pilchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. '`���� :.•� G E N ' •• S j 3938 �0Rklo �0NALE April 20,2015 ®WARNING- Verllydeslgn parameters.. READ NOTES ON 7NISAND INCLUDED MmEKREFERANCE PAGEMII.7473 rev. 01116/1015BEFORE USE. . ■■■■ Design Valk) for use only with Mgek connectors. NS design is based only upon paramelemshown. and is for an individual butideg component. Applkab011y of design rx r.notersand proper Brcorporatlon of oomponenl k re l,coMbllity of bUldho designer - not muss designer. Bracing stwwn ��• Is for lateral support of IndMdual web members only. Additional temporary braclgq to Insure stability during consiruallon Is the resporyaterily of the M!Tek' erector. Additional permanent bracing ofthe overall slmcture is the respomihility of the Wang designer. For general guidance regarding fabrication, quality conhoi, storage, delivery, erection and Mating. consult ANSI/TPI19uality Criteria,DSB-89 and BCSl Building Component 6904 Page East Blvd. Safety Information wadable from Lug Hate ImtHute, 78114. We Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 3361 D Job Truss Trues Type City Py 70'Carron ElwD T700604] m11324 JS MONO TRUSS 15 1 Job Reference o tional Chambers Truss, For Pierce. FL 3x4 = ].UO. M0IZI VW> Muss In....IB6,a1s. MOn MPI [a la:[e:9a G 0,. f ps, ID:_kfiGCA5bx7j2Sy1 HD%Fw7ye3KK-OvgVl cLv10DO1CcwDa37P9zpDOEnCgnO3Mgz5LzOo08 LOADING lost) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ve t(LL) -0.03 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(11) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/iP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=114/Mechanical, 2=230/0-8-0, 4=23/Mechanlcal Max Horz2=122(LC 8) Max Upllft3=-114(LC 8), 2=-202(LC 8) Max Grav3=127(LC 13). 2=230(LC 1), 4=69(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:12.9 PLATES GRIP MT20 244/190 Weight: 17lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. hM1T6A racumrnsnds that 5Fab0zers and rscRrrrc-d suss bracing be installed during truss erection, in accordance with Stabilizer Installation quids. NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12ft; B=45ft; L=50ft; eave=6ft Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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) Reier to girdOT(s) for truss to truss connections. `111111111, 5) Provide mechanical connection (by others) of truss to bearingplate capable of withstanding 114 Ib uplift at joint 3 and 202 Ib uplift at ,��� S A. joint 2. `, 0 6) "Semi-dgltl pltchbreaks including heels" Member end Fixity model was used In the analysis and design of this truss. 1�� . O N ` 393� A WARNING -Verily design Paramofars antl READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 14II-74n rev. OVISQ015 BEFORE USE Derslgnvalld for useonlywch MRek connectors. 4Jsdeslgnis bled only upon pmametersshown, and is for an lndlvldual bulling component. �� Approoloillly of design parameters and proper Incomoraflon of component k responsidllty of bWlding designer -not truss designer. &acing shown Is for lateral support oflndvIdual web members only. Additional temporary bracing to llssule stability during conshucllon is the wsponslbllilty of the MiTek' erector. AtltllBorwl permanent bracing of the overall structure h mo responsltNllty of the building designer. For general guidance regarding fabdcation. crudity control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Perks East Blvd. Safety Informailon avaliaWe from Truss Rate institute. 781 N. Lee Street. Suite 312, Alexandria. VA 29314. Tanya, FL 33610 Job Truss Truss Type Dry Ply 7oroarlton etevD 006048 m11324 J] MONDTRUSS 12 1 Job Reference o tional • enn _ u_. m nn¢ u,reu a.n.,.,ne, ,..n unn Gnr 9n 1a9Fd6 9016 Pnnn t Chambers Truss. Pon Weme, FL 3x4 = Scale: 3/4°=1' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CS]. TC 0.37 BC 0.73 WB 0.00 (Matrix) DEFL. In Vert(LL) -0.12 Vert(TL) -0.22 HGtz(TL) -0.00 (loc) Vdefl Ud 2-4 >639 360 24 >365 240 3 n/a nfa PLATES GRIP MT20 2441190 Weight: 23111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quids. REACTIONS. (Ib/size) 3=172/Mechanical, 2=291/0-8-0, 4=33/Mechanical Max Herz 2=160(LC 8) Max Upllft3— 174(LC 8), 2=-234(LC 8) Max Gmv3=189(LC 13), 2=291(LC 1), 4=99(LC 3) FORCES. (Ib) - 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; BICDL=3.Opsf; h=12ft; B=45ft, L=50ft, eave=6fp Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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) defame mechanical for truss ti truss connections. ,,`` ,P1S1 A ► q� ,,, 5) Provide mechanical connection (bytruss others) of truss to bearing plate capable of withstanding 174 lb uplift at Joint 3 and 2341b uplift at �� joint 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity rootlet was used in the analysts and design of this truss. ....N S 3938 �.�. ATE 1 O N A ��1L %.0b d ®WARNING -V nfydealgn par.--d READ NOTES ON THISANO INCLUVED MITEKREFERANOE PAGEMII.7473rev. OT asur1SSEFORE USE. R Design valid for use onlywlth Maek connectors.W. design 6 hcnad only upon paamelersshown, and is for an harviduol buldIng component. ar lncoryorallon of component B respons Urly of bundling designer -not truss designer. Bracing shown p Applicability of design pGmmetersanc1 plot Is toy lateral supped ofindNidual web members only. Addlliorwl temporary bracing toIaUTe StObxlltytlu1Ng construction Isthe responstallIty of the WOW erector. MdIfflonal permanent bracing of tive overall structure is me responstolitty of the burning designer. For general guidance reg-numa a,,,eatlon quality control, storage, delivery, erection arts bracing, consult ANSUTP111 Quality Crlterla, DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Informallon available from Truss Rate Institute, 781 N. We Street. Suite 31Z Alexandria VA 22314. Tampa, FL 33610 Job Truss rubs Type Oty Py 70-Caftan ElevD T]006049 m11324 JA MONO TRUSS 2 i Job Reference o tional Pagel Chambers Truss, Fort Pierce, FL 'HDXF 7ye3Kar 0 .NlyF lM9q sldesWm Mon UQ3Fap_hg ] 2 Xg 49Dz ID�MiGCA66x7j2Sy1HDXFw7ye3K%-NIyFSIM9geT6HWmIL45bUO3Fap hgkGJXg949DzOoOE Scale = 1:8.5 3x4 = 243 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress her YES W B 0.00 Horz(TL) 0.00 2 Na n/a BCDL 5.0 Code FBC2010/TP12007 (Matrx-M) Weight: 9lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IvIfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation culde. REACTIONS. (lb/size) 3=41/Mechanical, 2=142/0-8-0, 4=17/Mechanical Max Horz2=73(LC 8) Max Uplift3=-38(LC 8), 2=-136(LC 8), 4=-4(LC 8) Max Grav3=45(LC 13), 2=142(LC 1), 4=26(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf•, h=12fl; B=45f ; L=50ft, eave=6ft; Cal. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1�11111111//j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381b uplift at joint 3, 136lb uplift at joint 2 %-%^ PS A. ,G���i,�♦ and 4lto uplift at joint 4. \V` °.. nn 6) 'Semi pilchbreeks including heels" Member end fixity model was used In the analysis and design of this truss. �` Q NS v 3938 ATE A WARNING. Vedrydesign parameters and READ NOTES ON THISAND INCLUDED MITEKREFERANOE PAGE MII-7475 rev. 0&fS/2015 BEFORE USE Design valid for Use only with Mnek connectors. WS Ucelgn k boxed only upon parameters shown. and Is for an hervIdual bullding component. of design parameters and proper acorporallon of component is responslbllity of bundling designer - not truss designer. Bracing shown Ad!AppliecUrty Is for lateral support onndlvidual web members only. Additional temporary bracing to lnsue slabOlty, during construction is the responslbllllry, of the bracing the ISI/iPN of the overall structureoNg. MiTek' fabrication,gltloraol imlity cponlro� siorognt e lvery, a action antl btoconsult ANs Quality Crlterlang eDSB.89 and BCS1 Building Component 6904 Parke East BWd. Safety INonation available from Truss Nate Itntitute. 781 N. Lee Street. Wife 312. Alexandria. VA MI 4. Tampa, FL 33610 Job Truss Truss Type ly PIV 70' C.rhon Eiev 0 TJ00605D m11324 JB MONO TRUSS 2 1 Job Reference o Lionel Chambers Truss, Fort Pierce, FL 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=105/Mechanical, 2=269/0-8-0, 4=32lMechanical Max Horz2=114(LC 8) Max Uplift3=-99(LC 8), 2=-222(LC 8), 4=-1(LC 8) Max Grav3=105(LC 1), 2=269(LC 1), 4=61(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441/229 BOTCHORD 2-4=-300/485 7.620 s Mar 27 2015 MRek Industnes, Inc. Mon Apr 201526:472015 Pagel ID:_MiGCA6bx7j2Sy1 HDXFw7ye3KX-NIyFSIM9geT6HWmIL76bUO3AOpxUgkGJXg949DzOo06 Scale = 1:12.9 DEFL In (lac) Vdefl Ud PLATES GRIP Vert(LL) 0.03 4-7 >999 360 MT20 244/190 Vert(TL) -0.04 4-7 >999 240 Horz(TL) 0.00 2 n/a n/a Weight: 191b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance With Stabilizer Installation gulde. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsC h=12ft; B=45ft; L=50fh, eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. - 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will , ,ITS A fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �� P 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99111 uplift at joint 3, 222 lb uplift atjoint 2 ••'(' E N •''•. �� and l lb uplift at joint 4. ����`; �,� S '.�i,1i 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3938 . O •• ATE t�Ql, AWARNING-VerllydeslgnParametersandREADNOTESONTN/SAND/NCLUDEDMREKREFERANCEPAGEMII-T4n;ra. OT/MOISBEFOREUSE. Design vat" form any with Mgek connectors. This design h based only upon parametemshown, and is for an Individual bu7Nngcomponent. ■■■■■■ Appltabilty of design parameters and proper Incorporation of component Is respomidllty, of bu ldleg designer -not (russ designer. Bmaing shown Is for lateral support ofirdividual web members only. Addllbnd temporary bracln) to Insure stadllty, during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the respomidllty of the biding designer. For general guldance regarding fabrication quol ly control, storage, delNery, erecllon and bracing, consult ANSI/TPI I Quality Crlterla, DSS-89 and BCSI Building Component 6904 Perke Easl Blvd. Safety infonnatien avaIdNe from Truss Hate (rafllufe. 781 N. Lee Street. Sage 312. AlexandraL VA 22314. Tarry., FL 33610 Job russ Truss Type 0ly ply 70'Cartlon Els.D TTDD6D61 miin,l JC MONO TRUSS 2 1 Job Reference o tlonal Chambers Truss, Fort Pierce, FL LOADING (psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber OOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. gb/size) 3=10/Mechanical, 2=109/0-8-0, 4=4/Mechanical Max Horz2=50(LC 8) Max Upliff3= 7(LC 5), 2=-126(LC 8), 4_ 3(LC 5) Max Grav3=12(LC 13). 2=109(LC 1), 4=1 O(LC 3) FORCES. fib) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:6.3 3x4 = DEFL. in (lac) Well Ud PLATES GRIP Ven(LL) -0.00 5 >999 360 MT20 244/190 Verl -0.00 5 >999 240 Horz(TL) 0.00 2 n/a Ida Weight: 5111 FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc puffins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsf; h=12f; B=45ft; L=50f; eave=6fb Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom 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 tifitIII I I III 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7lb uplift at Joint 3,1261b uplift at joint 2 `t�,,%A S A. and 3 lb uplift at joint 4. ,� w•P, 6)'Seml-dgtd pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. E N S 3938 'STATE OF`: 0R10P�� 1.ONA1- 20,2015 ®WARNING- wvI1ydeslgnpara .mn;urd READ NOTES ON THISAND/NCLUDED MITEKaEFERANLEPAOEM11-7473rev. 02afis016BEFOREUSE. ■ Design void for useoNywilh MBekconnectors. Mlsdeslgnhbasedonlyuponpaameterss Oo and is for an lndlvldual buldklgcomponent. Applkobuty of design parameters and proper Incorporation of component is respondbirty of builtlktg designer -not huss designer. Bracing shown Is for lateral support of Individual web members oNy. Additional temporary bracing to insure stability during construction is the responsibollly of the MiTek' erector. Addilionat permanent bracing of Ilse overall stmctur s is the responsiolity of the Utuding designer. For general guidance regarding faMcallon, quality control, storage, dellvery, erection and bracing. consult AN9/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Rate institute. 781 N. lee Street. Sulle 312 Alexandria. VA 22314. Taupe, FL 33610 Jo Truss fuss ype Oty Ply 70'Carh.. ElevD TT006052 mi1324 KJs MONO TRUSS 1 1 Job Reference (optional) Chen,... Truss, Fort Pierce, FL 7,6201 Mar272015 Mneklntliclries,Inc. Mon Apr2015:26492015 reset ID: _MiGCA6bx7i2Syl HDXFw7ye3KX-rU WdfeNnbtNzufLVuicgl dbNIDIEPBWTIJvdhfzOoO5 q-5.p 3-11-0 7-p4 15-0 3.11-0 3-1-2 2.83 12 3x4 = Scale: 3/4-l' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.28 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 VeR(TL) -0.09 4-7 >885 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.00 Horz(TL) 0.00 2 n/a h/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 231b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=176/Mechanlcai, 2=239/0-11-5, 4=46/Mechanical Max Herz 2=109(LC 8) Max Upllft3=167(LC 8), 2=-206(LC 8) Max Grav3=181(LC 13), 2=239(LC 1), 4=86(LC 3) FORCES. (to) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown, TOP CHORD 2-3=-555/261 SOT CHORD 2-4=-336/596 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabitrzars' am tegLfroo cross bmcrrng i be Installed during truss erection; In accordance with Stabilizer Installation gulde NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=45ft; L=50ft; eave=6ft; Cat. II; I C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 %0LI1 t 11 r I fit between the bottom chord and any other members. ',%%-A S A 4) Refer to girder(s) for truss to truss connections. %s `v,P• „E 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 3 and 2061b uplift at ��� \G N joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). = * 39c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-3=-95(F=20, B=-20), 5=0(F=5, 8=5)-to-4=-18(F=-4, B=-4) I.- AILM DR It April 20,2015 A WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANOE PAGEMII-7473 rev. 0V1&f?015BEFORE USE ■■ Design wild for use onlywlth MiTek connectors. This design is based only upon parametersshown, and is for an lndvdual building component. Applicability of design p,mmoremand proles, kucoipotallon of component k resporelblliry of building designer - not truss designer. BraclnO shown Is for lateral support of Individual web members only. Addlllonal tomfoolery bracing to insure stability during constuclion is the,esponsibSllty of the bracing of the ovetall stmchno Is the responsibility of the bulltling designer. for general guidance regarding MiTek' erector. Addlllotal permanent labticatlon, quality central.storage,delivery. election aril bracing. consult ANSUTPII Quality Criteria.DSB-89 and BCSI Building Component 6904 Perk. Ease Bind. safety Information avalbble from Truss Rate Institute. 781 N. Lee Street. Strife 312, Alexandria. VA 22314.. Tama, FL 33610 Job Truss Truss Type City Ply 70'C.Ium ElevD T]006053 m11324 KJ7 MONOTRUSS 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 3x4 = 3x4 - Style =1:21.1 6.842 3.1.5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 'Plate Grip DOL 125 TO 0.20 Vert(-L) -0,04 2-7 >999 360 MT20 240190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.08 2-7 >999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 5 n/a WE BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 38111 FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=104/Mechanical, 2=294/0-11-5, 5=310/Mechanical Max Horz2=192(LC 8) Max Upllft4=-130(LC 8), 2=-280(LC 8). 5=-232(LC 8) Max Grav4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES. (ib) - Max. Comp./Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-703/330 BOT CHORD 2-7=455NO0, 6-7=-455/700 WEBS 3-6=-807/524 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting. BOT CHORD Rigid telling 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 ulde. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft;, B=451t; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This tmss has been designed for a 10.0 first bottom chord live load nonconcurrent with any other live loads. � `` T,S' A,, , 3) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� P 4) Refer to girder(s) for truss to truss connections. �%, O C E N •' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 Ib uplift at joint 4, 2801b uplift at joint 2:��� 'IV\ ,3 and 232 Ito uplift at joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 3938 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). * ; P LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 e , ATE Uniform Loads (pit) Vert: 1-8=-44 Trapezoidal Loads 8a0(F=22�i�tC , B=22)-10-4— 108(F=-32, B=-32), 2=-1(F=5, B=5)-to-6=-25(F=-7, B=-7) s ' R •'� ��`�� 11,11111111110 0N, FL Cert. 6634 April 20,2015 ®WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED MMEK REFERANCERAGE Mll-74M rev. 02116/10/SBEFORE USE. ■■ Design valid for use only with Mtfek connectors. this design hbosed only upon puramerers shown, and is for an Individual building component. Appllcabilty of design parameters and proper incor,aralion of component Is responslbllity of Wilding designer- not tma designer. Bracing stwwn Is far lateral surfaced of Individual web members only. Adulterer temporary bracing to Insure stability dialing construction is the responstorlity of the erector. Adatiorwl permanent bracing of the overall structure Is the responslblllty, of fire Wilding designer. For general guidance regarding MiTek' fabrication, quality control, storage. delivery, erection coal bracing, consult ANSI/fPl l Quality Criledq DSB-89 and BCSI Building Component Safety information ovallabie from Truss Hale Institute, 781 N. Lee Street Suite 312. Alexaidda, VA 22314. 6904 Perin East Blvd. Tarps. FL 3361 D Job Truss Truss Type Oly Ply 70' Cer4ae Elev D T]0o6054 m11324 KJA MONO TRUSS 2 1 Job Reference o tional men Am 9n 159F'dP 9niF Pxee Y Chambers Truss, Fort Pierce, FL SO = ID:_k iGCA6bx712Sy1 HDXFw7ye3KX-Jh4?s_OOMFIgWpwhSO73ZgeaBdfGSemc_zeBE6zOoO4 Scale = 1:13.9 6-00 4 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.17 Verl(LL) -0.02 4-7 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.11 Vert(fL) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FB02010ITP12007 (Matrix-M) Weight: 20111 FT=O% LUMBER- TOP CHORD 2X4 SP M 30 BRACING - 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 10-0-0 oc bracing. h6Tefi recommorlds that Stabilizers and required cress bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=129/Mechanical, 2=186/0-9-11, 4=34/Mechanical Max Herz 2=97(LC 8) Max Uplifl3=-124(LC 8), 2=-159(LC 8) Max Grav3=133(LC 13), 2=186(LC 1), 4=69(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/134 BOT CHORD 2-4=-199/364 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=12Bmph; TCDL=4.2psf; BCDL=3.Opsf; h=12fF, B=45ft; L=50ft; eave=6fh, Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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 1 fit between the bottom chord and any other members. 4) Refer to glider(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 3 and 159 Ile uplift al joint 2. 6) °Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pii) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)40-3=-81(F= 14, B=-14), 5=O(F=5, B=5)-t0-4=-15(F— 3, B=-3) 115 AWARNING- VerlfydeslgApirrnmetel. dREAD NOTES ONTHISANDINCLUDED MITEKREFERANCEPAGE Ml1.74Ylrev.OVISTO159EFOREUSE Deign Vold for use onlywith still Connectors. this assign Is based only upon parameters shown. and Is for an Individual bu ldrsg component. Applicability of design parametersantl proper theemerallon of component a responsiblllly of building designer - not hiss designer. Bracing shown �' Is for lateral supporl of IrdMduolwebmembnm.nIY. Addiflorwl temporary bracing to Insure Masonry aging construction is the responsibility of the bracing of the overall structure Is the responNMliry of the hnidi g designer. For general guidance regarding MiTek' erector. Addilional permanent fabrication, quality control, storage, delivery, erection anal bracing, consult ANSONI Quality Criteria, DgI and BCSI Building Component 69D4 Parke East Blvd. safety information available from Truss Rate Institute. 781 N. We Street. Suite 312. Alexandria VA 223 M. Tempe, FL 3361D Job Truss runs ype Gty Ply 70' Cm1r.a Par; D T7006056 m11324 GB MONO TRUSS 2 1 Job Reference lootional Chambers Trusa, FoO Pierce, FL y620e N1ar2]LaIDMtIeR lnausmee,mamonnpreol?gt5OcD,aruan, 10:_MiGCA6bx7j2Sy1HD%Fw7ye3KX-nte04KP27Zrh8zVt07e1629m91?9t50mDdOkmYzOoOf 3x4 = LOADING (par) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 5.0 Code FBC2010frP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=88/Mechanical, 2=14810-9-11, 4=24/Mechanical Max Horz2=75(LC 8) Max Upllft3=-82(LC 8). 2=139(LC 8) Max Grav3=88(LC 1), 2=148(LC 1), 4=53(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Style: 1'=1' DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -0.01 4-7 >999 360 MT20 2441190 Vert(TL) -0.02 4-7 >999 240 Horz(TL),. 0.00 2 n/a nfa Weight: 17111 FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation aulde. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=12fp B=45Q; L=50ft; eave=loft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 139 lb uplift at joint ,,,��TLPS A• q�,,��, 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. `„� p .••�• E 7) in the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). `���`,••�,� `s •• ;�e. LOAD CASES) Standard j 3938 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) ATE Vert: 2=0(F=27, B=27)-to-3=-67(F=-7, B= 7), 5=0(F=5, 8=5)-to-4=-12(F=-1, 3=-1) �'O SRO N At— IpEMi OIAAA`l`l�l ®WARNING-VerlfydesignpammatemwdREADNOTESONTHISANDINCLUDEDMITEKREFERANCEPAGEMII-7473MKIa/16/a016BEFOREUSE. ■■■■ Design valid for use only with M9ek Connectors. This tlesign h based only upon ,aramolem shown, and Is for an InalAduol bW ding component. Appraaepty of design parameters and proper Incowratlon of component Is rasporslbllity of building designer -not truss designer. Bracing shown Is for lateral support ofindividual web members orry. Addlllorwl temporary bracing to insure sloblllty during construction is the nespondiAlily of the Additional permanent mcarg of the overall structure Is the responsiblllty of the buildings designer. For general guidance regarding Mewerector. fab4callon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlteda, DSB-89 and Best Building Component 6904 Parke East BNd. Safety Information avallade from Truss Rote Institute, 781 N. We Street. Sulle 312 AlemrWrb. VA 22314. Tampa, FL 33610 Job Truss I runs Type Dry Py 70' Carhon Elev D r7006056 rM1324 MV2 VALLEY 1 i Job Reference o tional Chambers Truss. Fo4 FL ID:_kfiGCA6bx7j2Sy1 HD%Fw7ye3KX-F3CmHgPguszX1744agA%eFDyuuGM9cXGvSH7Nl-z0o02 3x4 i 4.00 12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl Lot TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Ved(LL) n/a - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(TL) rda - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 2 n/a n1a BCDL 5.0 Code FBC20107TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP N0.3 REACTIONS. (lb/size) 1=35/2-0-0, 2=30/2-0-0, 3=6/2-0-0 Max Harz 1=21(LC 8) Max Uplifil=20(LC 8). 2=-30(LC 8) Max GravI=36(LC 13). 2=32(LC 13). 3=17(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:8.1 PLATES GRIP MT20 2441190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required Cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCOL=4.2psf; BCDL=3.Opsh h=12ft; 8=45f1; L=50ft; eave=6ft; Cat. II; Esser C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord beating. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. ``1S 1 5) Beadng at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity , `�� of beating surface. �� PAbe 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201b uplift at joint 1 and 30 lb uplift at joint �� 0",.\'�........ •, .,- 02. 7) Semi -rigid pitchbreaks including heals' Member end fixity model was used in the analysis and design of this truss. 3938 *: :TCC ATE iONAli E?G%�, _ _ n QWARAINO-V dfyaesfgn pemre.hasend READ NOTES ON TNISANO/NCLUDED MITEKREPEFANSEPAGEMY-7473 rare M6/2015SEFOAE USE. Design valid for use odywlth Miles connectors. TNs design is based only upon parameters shown. and h for an lndNdual buddng component. ■■ �■p Id! AppllcabOlty of design parameters and proper hconporallon olcomponent ISres,peauldllty of bullding designer- not hiss designer. Bracing shown is for laterd support of Individual web members only. Addillonal temporary bracing to Insure stobtlly during consimotlon Is the respomib011ty of fhe MiTek' enactor. Additional permanentbrachdlcxlofineoverall structure IsUna responsInIityofthebutdngdedgroLFor generdglddaoeregad4g Ioallom quality control.storage, clelNery, erection and bracing. conadt ANSI/TPll Quality Cdtedo, DSB.89 and BC5l Building Component 68D4 Per ke E.I Blvd. Safety Information a✓elabie from Teas Rate Imtlluie. 741 N. Use Streel. Suite 312 Alexandria VA 22314. Tampa. FL 33610 Jab Truss Truss Type Qry Pty ]0'CarBon ElevD 77006057 m11324 MV4 VALLEY 1 1 Job Referexe o tional Chombers Truss, Fan Pierce, FL 3.4 i yf cv ,.,.ao..,. I D:_MiGCA6bx7j2Syl HDXFw7ye3KX-F3CmHgPguszX1744agAXeFDwQLQcXGvSH7Hl_zOoO2 4-0 0 4-0-0 Scale = 1:9.5 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - rva 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2010frP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=95/4-0-0, 3=95/4-0-0 Max Horz 1=56(LC 8) Max Upliftl= 54(LC 8), 3=-72(LC 8) Max Grav 1=97(LC 13). 3=102(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. 3x4 It PLATES GRIP MT20 2441190 Weight: 12 lb FT=O% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quids. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=12ft; B=45ft; L=501t; eave=Gft; Cat. II( Exp C; Encl.. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord beefing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide W fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54lb uplift at joint 1 and 721b uplift at )oir 3. 6) "Semi -rigid pltchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. *:'• 39c April 20,2015 ®WARNING. Vedrydesf, parameters and FrEAO NOTES ON TNISANO INCLUDED MREKREFERANCE PAGEMU-7473ru, OWSAbOISBEFORE USE. ■ Design valid tot use oNywlth Mnek connectors. mis design is based only Upon paameters shown, and is for an Individual bflulng component. Dot of design parametersand proper Incorporation of componenl Is responstAiliy at hUlding designer -not truss designer. Bracing shown Is for lateral suppett of Individual web members onr . Addbmal temporary bracing to Insure stability during conshuclbn is the responsibility of the MiTek' erector. AdtlltbnatpermanentbracNgottheovefrolstructurelsiheresponvbilllyofihebuOWslgdesigner.ForgeneralONclmceregarding fabdcaVon, quality central, storage, delivery, erection and bacig, consult ANSI/FPII Quality Cilte4a,DSB-S9 and SCSI Building Component 69" Palle East Blvd. Solely Information avalloble from Iran Hale Institute. 781 N. Lee Sheer. Satre 312 Alexanarki. VA 22314, Tar pa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Ail 14-1 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, 0 T/1 dr For 4 x 2 orientation, locate plates 0-'ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in Mil 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION -7 Indicated by symbol shown and/or by text in the bracing section of The output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown incasixteenths s II—'jl (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 02/16/2016 ® General Safe,- Notes Failure to Follow Could Ca perty Damage or Personal Injur 1. Additional stability bracing for truss sylZm` tt diagonal or X-bracing, is c%vays required. ��Sgqee BCSI. 2. Truss bracing must be designed by cn`ee &r wide truss spacing, individual lateral braces them elves may require bracing. or alternative T bracing should be considered. F7® 3. Never exceed the design looding shceu r stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and ail other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane otjolnt locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant preservative treated, or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, she, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in aH respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, If no ceiling k installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not out or alter truss member a plate without prior approval of on engineer. 17. Install and bad vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable envlronmentct health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 8-24-15 1ESCRIPTION: BEING ALL OF 27 VILLA BLANCA, OF THE UNRECORDED PLAT OF COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE i SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO070 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF VILLA BLANCA HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: iSoin -- OS!$ VILLA BLANCA 20' PAVED ROAD SCALE: 1"=30' ALE MER A PIAZZA PSK II DATE: 8-24-15 Surveying • Mapping • Consulting DRAWN: CJM*LW280 619 SW Blltmore Street Port St. Lucie, Florida 34983 JOB NO.: Phone: (772) 340-7770 15-2139 Fax: (772) 340-2250 Lucile —CO nit rove CERTIFIED TO: WYNNE BUILDING CORPORATION K:\BUILDERS\DWG2015\15-2139.dwg, 8/24/2015 8:31:04 AM /ALEXANqK J. PIAZ7� Professional urwyor & Mapper Florida certificate No.: 6330