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Home My WebLink AboutSUBMITTED PAPERSs ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED q Date: G 30 rJ Permit Number: _ i 5d6 ' a 5� t �= `� RECEI`.rU 1UN:2:91U15 SCANNED Building Permit Application By Planning and Development services St• "cje Count Building and Code Regulation Division y 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: 4 GRANADA SOUTH Legal Description: SECTION 26,/ TOWNSHIP 36s, RANGE 40e PropertyTax ID #: 3414-501-1701-000/9 Site Plan Name: SPANISH LAKES ONE Project Name: �7 Setbacks Front (SU Back: /6CP" Right Side: ntg Left Side: 1\11\1 Lot No::4. . Block No. DETAILED DESCRIPTION OF WORK: III MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE I CONSTRUCTION INFORMATION: III ZHVAC Gas Tank Z✓ Electric ❑✓_ Plumbing Total Sq. Ft of. Construction: 2,108 Cost of Construction: $ 58,000 pei rnu—cnecK au Illd I dppry:_ Gas Piping _Shutters Z Windows/Doors SprinklersGenerator ZRoof S Ft. of First Floor: 2.108 Utilities: Sewer E Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE,BUILDING CORPORATION Name: LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 -MATTHEW Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878J656 Phone No. (772)078-5513 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 MORTGAGE COMPANY: x Not Applicable Name: BRADENa BRADEN Name: Add ress: 417 COCONUT AVE. Address: City: STUART State: FL City: State: Zip: 3499e Phone: (772)2e7-e25e Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: x Not Applicable BONDING COMPANY: _Not Applicable Name: _ Address: City:_ Zip: I certify that no work or installation has commenced prior to the issuance of a permit. Phone: St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in contlict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions; accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. if you intend to obtain financing, consult with lender or an attorney before . commencing work or recording your Notice of Commencement. Signature;o Owner ' nt Les"s�e?a y SlgnatPraircenn selolder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ct- T,nei p COUNTY OF G} _ Lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 29 day of .7vne 20?!�_ by this_2-9—dayof J,mp 20_= by 15 15 Matthew-�Lyle Wynne Matthew Lyle Wynne (Name of person acknowledging) (Name of person acknowledging) gnature of Notary Public - State orida ) n ture of Notary Public- Sta Florida ) Personally Known y OR Produced Identification Personally Known y OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. Commission'No. SIBAN MAGEE MYCOMWSSION4FF187847 Mum t}Q's�Ei�i'•S"; .. •.� MYCOMMISSIONp e ery 19 IRES: FebM 23, @01, Revised07/15/2014 L?Rf� �BdThuNxWPubJcuaderw6n k'2R n• BouaenTnnNomyPus4�Cuuaanh,, REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE �• INITIALS r4XIO BRADEN 6 BRADEN, A. I. A., R. A Srcbdects & 'P lanners 417 COCONUT AVENUE, STUART,, FLORIOA 34996 TELEPHONE: (772) 2B7-B25B FAX (772) 2B7-B2B3 iiAAC-000032 St. Lucie County_Building Department Permit #: 50_6M9-J RE Address: 4 Granada South 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. y D e L Braden Braden & Braden ALA. PA RECEIVED AUG 0 6 2015 July 29, 2015 BRADEN 6 BRADEN, A. I. A., P. A. -Wrchifecfs & of Tanners 417 COCONUT AVENUE, STUART,, FLORIDA 34996 TELEPHONE: (772] 2B7-B25B FAX (772) 2B7-B2S3 #AAC-000032 St. LucieCounty�uilding Department Permit #:ir0569 RE Address: 4 Granada South 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. Thank y Braden Braden & Braden ALA PA ,j July 29, 2015 Professional Insulators of South Florida VrC Insulation Installation Certificate To: �Ucie Date: Aril 28, 2016 Be- I LotBlock Address: 14 Granada South Project: The undersigned hereby certifies that insulation has been installed in the above described nrnnerty as fniinws: 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: 11.11, X Fiberglass Blown Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPY Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.51, X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: Johns Manville Spray -on Cellulose Density: , Open Cell SPF R-Value: R-11 5. The following have been insulated- , 0,0,t ��;a gubirc►t�.z: a SEAL _gY 2oaa eCD6��. WYNNE BUILDING CORP. General Contract/Builder C$C1254041 Professional Insulators of South Florida, Inc. Insulation Contractor RECEIVE041016 By: L10-d £000/8000d 8ZL-1 999L8L8ZLL da00 Buip[in8 auuAM -WOad L9:80 9L, b0-90 0 4 _ TITAN ®iyC�� "Thank you - We appreciate your business Materials for Life'td Idle Ticket no. gcre FART FIERCE r MJ 4199 SEL:VSTZ ROAD 280967 FT'FTERCE, FL 349a2 Delivery date Plant ` Tru<k (Driver Truck size Typrjob 11/02/15 E, H 1674 SALTER, LAWRENCE 9.50 EIEAN Customer'�Z004535 ICustomer naWbDNEY HALL CONCRETE CONST Zone Tax CD T� Tarmac pro eg 1003 o Customer P.O. no. - .Order no. Terms code t-Char eddivered 3-C.O.D. Time due 08 58 �f =Fi171.31 I ESE4�1 I ,3Charge EO.B. 4C.O.D -EO.B. Delivery nam an�{ ar{daP�5_ Lot Block Yodn aS LLJ41L COUNTY Ty 4 GRGNADA SOUTH, PORT ST LUCIE �� BLVD/TR SILVER OAKS DID/TL MEDITERRANEAN BLVD/ TL GRANADA LN I E.012 50 91 1 1 -01--- /- ve BPI03OiDO 07 FUEL`SURCHb 14 ENVTRON SURCHG Load Hmn/e job site Start discharge Finish discharge Leave job site Arrive plant iI subtotal Sales tax 1 TOTAL Additional water54ded to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: Ah=1 Gallons of water added: _ Gallons of water added: _ I Amt of CY Retained: Tested Tested properly I No. 71/+ L+ (B I Authorized andreceived by ❑ Yes Er No ❑ Yes ❑ No 6} I� �J X Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. . Lot: Block: Address: Correct RECEIVED NOV 03 2015 Not Correct ni icrnnnr=o nnov TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1, AlLsales . will be subject to these terns 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 hci eby consents to the jurisdiction and venue of the state and federal courts for the location of thedelivery site of the goods sold hereunder. 2. Payment tennis 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% 1011' proximo maybe deducted if no previous balances are past due. Interest at the lesser of I'h%per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, stateand 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 Contractprovisions, 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 Ph cubic yards. 4. Buyer will give Seller at least 48hours prior notice of the time and rate ..ofrequested 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 deliverypoints 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, includingall 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 testsmade 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") andAmerican Concrete Institute ("ACI") standards, when tested in accordance with.ASTM and evaluated by AC'1 standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHEREXPRESSOR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE. REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller willnot be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer willbe responsible to see that the concrete is handled in accordance with bestconstruction practices. Seller has no controlover 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 asaluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be -solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the..enviromnental and material condi- tions at thetime of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12, Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a resultof any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR. ANY SPECIAL.., INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING; WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WI-IET14ER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, witha copy to Credit Department, 455 Fairway Drive, Dccr3ield Beach; F1.,.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 olh a pmvisiopr ofOdun i but avill be severable and enforceable to the extent permitted by law; :. WARNING: CAUSES .SKIN IRRITATION - INJURIOUS TOEYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBL,E.. 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 SRGETS (MSDS) ARE,. AVAILABLE AT WW W.TiTANAMERICA.COM. Revd 2-08 7 size 9.00 Type job DRIVEW Zone Tax CD T Tarmac; proje no. O customer P.O. no. Ofderno. Terms Code y.Charge delivered 3-C.O.D. Time due r i i131 I 99196 I 13 - 00 1-Charge F.O.B. 4-C.O.D -EO.B. DeliverynaTjant� rejs,c COUNTY Lot Block County 4 GRFNADA SOUTH, PORT SAINT L.UCIE T , I i � Instructions ' ' - . - slump -------�----- - -- --- -- - j U Unit price Amount ---- -- Load Cumulative - Ordered Code Description 6.00 9.0.0 9, 00 CAF 45R1A250W 057 Z60 Cy 9.00 10: 364 MASTERF I RE R M35 — , : 00 CY 1. 00 SOC 007 FUEL SURCHIS LD 1.IZ10 80G014 FNVIRON SURCHG LD Y Load j 4.- t //TITAN CONCRETE Materials for Life' grcrete Delivery date 04112116 Customer,r97,004535 i .. 5 "Thank you We appreciate your business" G Ticket no. FORT FIERCE 4199,SELVITZ ROAD 284056 FT PIERCE, FL 34982 ; Plant' 628 Truck 1� IDjiver ALPMAN, JOHN Customer na bDNEY HALL CONCRETE CONST ' RECEIVED .APR 1.3 2016 Arrive jobsite startdischarge Finish discharge Leave job site Arrive plant Subtotal (/ P U TOTAL Additional wateradded to this concrete will reduce its strength. Any Water added is at customer's risk. Gallons of water added//:LL Gallons of water added: _ Gallons of water added: Amt of CY'Retained: Customer Approval: Customer Approval: Customer Approval: I Customer Approval: Tested / Tested properly No. Q Q Authorized and received. by ❑Yes.l-No ❑Yes.❑No 729388O'• X Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct 'Not Correct TITAN FLORIDA LLC I, TERMS AND CONDITIONS OF SALE I. All sales will be subject to these terms and conditions ("Contract") and, if buying oil 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 andfederal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 10' proximo may be deducted if no previous balances are past 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 deliveryuntil 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 ofcollection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advanceor 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 willnot 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 P12 cubic yards-. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other properly, and Buyer will indetmtify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation. against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be. established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY: 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time orwater/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM'C-94. Concrete temperatt re will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reaso nrale opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver 6y Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE. AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - IN IURIOUS TO FYFS CONTAINS PORTLAND CEMENT FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (11ISDS) ARE AVAILABLE AT WNVNV.TITANAMERICA.COM. \ev'd 2-08 4 L Ki Piannino & Ddvelopment Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release -Date! Project Address: 4C Permk Number: \ O" SUR �L THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWERTO THE ABOVE DESCRIBED PROPERTY, FOR.A PERIOD NOT TO EXCEEDTHIRTY tIRTY (30) DAYS, POP THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION, IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: I. This 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 documententitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. a. All.requests for an extension beyond 30 days must be made in writind to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop. Wark Order issued if the Firtal Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Slop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD -HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAYARISE NOW OR I91-HE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE -INCURRED DUE TO THE. DISCONNECTION OF E40_WAL PEER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. h7.%i4 SIGNATURE DATE REcE�V�p APP n/-annnr A/ 11,111, A'. ran. A, Inn ^fir lllrrAA I.IAAII M'AI nl 1.I AA 06L-� L000/L000d 9L9-1 999L8L8ZLL da00 sulplin8 euuAM -WodA 09:ZL 9L,-80-b0 r= WA l Planning & 1)evel0pmcnt9e1vtce5-- Building & Code Regulation Divislon 2300 Virginia Ave Fort Pierce, Fl. 34982 772-462.2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 1�OB ADDRESS: y Gr ud4 s�uxu , �� r BUILDER/CONTRACTOR: lI-a a u Coal, PEST CONTROL. CONTRACTOR: PEST CONTROL LICENSE #: t We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance wit the standards of the National Pest Control Association. Square feet if area treated: 1/6;-6S/' 56 4IF- Chemicals used: E�a Se a i AA, - Percentage of solution: '©6� Total gallons used: 0 Itans Date of Treatment: Time of Treatment: ' f footing S" Treatment _Re Treat Driveway 1ft Treatment Re -Treat _Other ra-+ v X i#Treatment Re -Treat Slab —11t Treatment _Re -Treat ��aols _T Treatment _Re Treat Perimeter for Final Inspection Signature of Exte inator Note. There must be a completed form foreach required treatment orre-treabnentand this for' must be on the job site to be pleked up by the Inspector at time of each Inspection or the scheduled Inspection w!N fall and a�rednspeetion fee cf,arged. F13 CiD4.2.6 Certlfimte ofprotacbUe Treatmentforpreventron oftermltes. A weatherresistantjob:site pwtfag board shall be provided to receive duplicate Treatment cerufirates as sa09 required protedlve ftwintentts completed, prov07q a copy far the parson the permit is Issued to and another ropy for the bulldingpem?ft tiles lire Treatment' Cerdficateshall provide the product used, Idenlity of Me- applicator, time and date of the treatment site /oration, area treated, chemical used, percent concentration acid number of gallons used, to estatrllsh a verifiable record of protective treatment if the soil chemical barriermethod for termite prevention [&used, final exterlortreatment shall be completedprlorto finalbullo7ngapproval. tSt Luele he electrical panel box coverntV requires for hlisti g ae final ll thebtrenfor CO, a atm treatments and dates of apaftnt plications. oplated on RECEIVED APR 111016 TITAN CONCRETE Materials for Life' grncrete "Thank you - We appreciate your business" 11 eAp44 t t� 15-66 -O.S(,*q 41191-.) <.:EI_VITz REMP Delivery date Plant Truck (Driver Truck size Typejob , ;I,fil/ 3/1.4:, G,r.?l:) .L�f:8 (DULCH17111 iT,' f'al?F_(nC1Pa 11.,, o 1 Ax.*4 Oh I Customer no. Customer nameCIZone Tax CD rI I)NEY HALLC(: NCF,17TE C ONS 'Y' r5 Tarmac pro ct no. Customer P.O. no. Order no. code t-Charge delivered 3-C.O.D. Time due t I If r (Terms I :Charge F.O.B.. 4{.O.D-F.O.B. r ,_ 09113 4 Delivery naroe:and addr ss... Lot Block County .� I t.n.:S.k,Couia'rY Instructions ::?h R- 8...'>' L.. FI •.,_.:7 .. ` -, upi .. ,:) .1. 1 H I-Iuk I ra I I_lal_1, t Slump `a., CSC ---- - �Quantity Product Ul�MI Unitprice. Amount , y;,,a- -Load - Cumulative Ordered Code Description :. 1.1.., 00 ; :3„ 00 :3:3 W 0 [: nF P-)R1.1.4,2 rl(i1 4457 F..:Y 1.1. TH") I0C 5101. Pl(dSiTl :i=a".T.1iSG::i%: 1170 „751' CY :I.,.00 1'0C.fi07 FUE-'I... :n1.IF{C--IG IA) 1,,. 00 130It' fi11. 4 L;.I`itl.l.k(.?hl rl.l)•:C I'ICi l...l.l C.' r' t� n> w Tr Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant ' TOTALX Additional water Lidded to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: _ Gallons of water added:._ I Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly I No. Authorizedde ❑ Yes El No ❑ Yes ❑ No 71466231 X Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only, goal. BY. - r`I 10nh4CD ! nDV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SAL 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to — yer'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% 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of P/,% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to. require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not bedeemed 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 waitingiunloading 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 minintunt load for each delivery is I'L• cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond cub 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) concretenot deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place'". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. S. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete. Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203,, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIESOF 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 UNDERTHIS 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 beresponsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture m ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability. strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12, Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time, for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY. CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING. WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGAI IONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDERTHIS CONTRACT. 1.4. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fainvay Drive, Deerfield Beach, FL.33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted bylaw. -.. =--i�WARNINC>'CAUSESSKIN IRRITATION -INJURIOUS TO EYES. CONT4INS'PO%C,C:I SDyCEi<3E Y,, IXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOiD CONTACT WITH SKIN WHERE POSSIBL'F'.-WASH EXPOSE15.dRF_AS PROMPTLY WITH WATER. 1F ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL"A'LTENTION. KEEP OUT OF REACH OF CHILDREN. '-M�,TER(f1LSAFE"TYDATA' SHEETS (NISDS) ARE .AVAU.ABLEATWWW.TITANAMERICA.COM. Rev'd 2-08 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) 845-8676 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 14, 2015 KSM JOB # : 152240-1 d/BV/ct PERMIT # CONTRACTOR JOB LOCATION 15060569 Wynne Development 4 Granada South Spanish Lakes One Port St Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. West 0" - 12" 40 107.9 110.4 97.7 2. South 35 107.4 97.3 3. East 45 108.3 98.1 4. North 40 106.8 96.7 5. Center 45 109.5 99.2 Soil Description Gray Sand with Traces of Shell In Place Moisture: 111.0 , I I I I I 11.5 Percent W I E I I I I I Optimum Moisture: I G 110.o L.._..�.._.. I I I I _..} .._.. .._.. { .._.._ 11.0 Percent H I T I I I I I Max. Dry Density: I I I I 110.4 P.C.F. P 109.0 � .._... .. ..� .._..� .._..� .._ —.._ @ Test Locations The c I I I I I I I I I I Density & Penetrometer F I I I I I Readings Indicate the 108.0 j—••— •L ••—••r••—• 1 ••—••T — T' —' - Degree of Compaction Meets I I I I I I Minimum.p fN�ae®o D I I I I I I forltt3lt;�"d St� P4. R A49RAWID 6&tural Grade. y 107.0 �.._..�.._..} 8 .._.. F.._.. F.._..+.._..� 9 10 11 12 13 14 Moisture - % of Dry Weight ;'Rep Fax and ftiVIrr aldSG. Keller, : 37293Ig3iDepartment o/ Julie E. Keller, P.E.: 68366 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Plerce, FL 34962 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 150t0-05(oct JOB ADDRESS: L-I Sid &AnAd01 1IV\ BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: I&IC-A -Q,o Tn� aecf i fr�G - PEST CONTROL LICENSE #• •sue I h e%"2�9-- We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Past Control Association. Square feet if area treated: , / 0 s Chemicals used: 1X`AAkrnP c Percentage of solution: _ 0 ford Total gallons used: 'too Date of Treatment: Time of Treatment: Qoo _Footing Slab 1't Treatment _K la Treatment —Re-Treat _ Re -Treat _Driveway _Poots 11 Treatment _1' Treatment _Re -Treat —Re-Treat Other Pen eter far Fn I Inspection _la Treatment _R Treat Sigh ature cYlExterminator Note: There must be a completed form for each required treatment orre-treatmentaad this form mustbe on the job site to be pldvd up by the Inspector at time of each lnspectlon or the scheduled Inspection will fall and a •re-lnspecUon fee charged FBC104.2.6CerHticateofPmtecHve7-reabmentforprevenbonoftermltes Aweatherresisiantjobsitepositngboard shall & prov/ded to receive duplicate Treatment Cer0kates as each regdred protective ireabnent& completed, providing a copy far the person the permit is issued to and another copy for the bulldhtg permit files. The Treabnent Certificate shad provide the product used, identity of the applicator, time and date of the beatment site locatiarh, area tread, chemical used, percent concentration and number ofgallons used, to estabWi a verifiable record of p vtectve treatment: If fire soil ciemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, fisting all the treatments and dates of applications. BRAD N & BRADEN, A. 1. A., R. A. 97rchitects & 'Planners 417 COCONUT AVENUE, STUART, FLCRIOA 3499B TELEPHONE: (772) 2B7-B25B FAX (772] 2B7-B2B3 AAC-000022 J i c y A aJ � .• p H O = U Q a ggq� \uw -1 Z N i (3bL-bSL;< ST. LiTC'E COLS !'1' it3:33 ! �•;: , REViER'I,1)FOR CGM LI,%%C: Rr i'IE .1 ED BY DATE PLANS AND PER-111'. ill ST 14- O NO INSPECTION NVELL all' ' August 10, 2015 St. Lucie County Building Department Permit #: 1506-0569 RE Address: 4 Granada South To whom it may concern, Please note, the ballard shall be 4". HESE ?LAMS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COIIRFCTIONS REOLIRF-D BY HELD INSPECTIORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. If yoy,haoe any questions please feel free to call me at (772) 287-8258. AU PA WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 4 Granada South Permit # 1506-0569 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 gNestions, I can be reached at (772) 878-5513. ST. LUCLE r0UN7y RUII PING DMSIOV Thank you, REVIF,WED FOR COMP YCE REVIEWED BY DATE ,s.- PLANS AND PERMIT D ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. Matthew LyieWynne - V.P. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. MAY BE NECESSARY IN ORDER TO CMIPLY WITH ALL APPLICABLE CODES, Miami Division Miami RITE COP Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 0 HIAM MIAMI-DADE COUNTY =10 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.mismidade.eov/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. FIE0 C4O on ps� Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeorv: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® UDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & lI side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium® UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II 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 & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II 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 & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. BILE Copy NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and lI sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and 11 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 43 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D1970 Unreinforced polymer modified bitumen material Manufacturing Location #4 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: I. ML1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services 43031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTME108 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 ASTMD1970 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 FILE NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, 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 %n" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies using Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. MIAMI-DADE COUNTY .. 11 FILE CIft U1 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 Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE FILEqQ y NOA No.: 14-0603.1 Expiration Date: 08/08/18 Approval Date: 06/I1/15 Page 5 of 5 JOSEPH E. SMITH, CLERK OF TH RCUIT COURT - SAINT LUCIE COUNTY FILE M 4086615 OR BOOK 3762, .GE 1915, Recorded 06/30/2015 at ll::.. F PERMIr NUMBER' L' fr.i., bP'a.c in wei'rrul l,v M' n.11" Lh. r NOTICE OF COMMENCEMENT The undersigned hereby gi van antiR that improvement will be made to certain real property, and in accordance with Chapter 713. Florida sta(u a the following information is provided in the Notice of commencement. I. DESCRIPTION OF PRQPER]'y (Ugal description and street address) TAX FOLIO NUMBERS 34 1 d — 5 D 1 —1 7 01 —0 00 9 2. GENERAL DESCRIPTION 3. OWNER INFORMATION: ..Name mys e�ui ld ing Corporation b.Address 8000 S. USI, Suite 402, PSL, FL 34952 c.inmrusinpropcay d. Name end address.f (ce simple tiedtoldes (ilother than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402. PSL. FL 34957 777—R7A-5511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served es provided by Section 713.13 (1)(11) 7., Florida S,amtes: Doug ..Brantley 1 Silver Oak Dr. PSLr FL. 201-8910 NAmE, ADDRESS AND PHONE NUMBER; 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienar s Notice as provided in Section 713.13 (1)(b). Florida Statures: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration dam is 1 year from the date of recording unless a different date is apccirmd) ,_.20_ Matthew Lyle Wynne Vice—Pre.c;rlent Print Name and Provide Signatory's T111,10 Rcc Owner's Authorized OR¢er/DirectodPariner/ anager Sum.f Florida Counsy of 5t. Iawie The foregoing instrument was acknowledged before me this 7gYh day of T ns .291, By Matthew Lyle Wynne 'as a3 r (Name of person) (Type o! authority...e.g. bwneq off., wstee, enorney in faeQ For Wynne Building Corporation (Name ofparty on behalf of whom instrument was executed) 'Personally Known .r produced the following type of ID: etttaan Magee - / 1 1116M IFF ty (Printed Name of Notary Public) (Signa ma of NotaryPub' I`t DES: FFalou W .Wig abmety Hl, Wig ArMdsaalWrPtlblYneq Under penalties of perjury, I declare that I have read the foregoing and 'ha, the facts in it belief (section 92.525, Florida Statutes). _ Signature(.) of Owncr(s).r Owner(.)' Authorised Officer/Director/Partner/Manager who signed above: i BY: BY a,., avrvumla,mm:p STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. ,t0.pJ0JWE. SMITH, RK* cry cte Date: JUN 3 0 2ps WYNNE JUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 24, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 4 Granada South Permit # 1506-0569 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 i7ECEI1.7U JUN 2,91015 ec St. Lucie County Building '& Zoning _ 2300 Virginia Ave `/onpv Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation (Company/Ind ividual Name) project located at (Street address or will be using the following sub -contractors for the Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building anti Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I NUMBER: ISSUE DATE: 11/19/2014 10:28 7728787656 WYNNE BUILDING CORP PAGE 03/03 RFC.- 7D jUN1.9.20b PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Buildiug & Code Compliance Division BUILDING PERMIT SUB-CONTRACTORAGREEMENT St. Lucie County Contractor Certification State of Florida Certification Number areppUreble): 1 30 0 0 9 41 6 —SAW Electric have weed to be the (Company Name/Individual Name) F1artricaI Sub -contractor for Wynne Development Corp. (Type of Trade), (Primary COnbactor) For the project located at 'A ( C_C_ ,,C , [ (Project Street Address or It is understood that, if there is any change of status regarding our participation with the above mentioned project, I Will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No, 004-00) ]BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: S&W Electric Address: 501 W. Coker Rd. City/swelzip: Fort Pierce, FL, 34945 Phone: _I7721 464_6496 email: SIGNATURE Lawrence Stubbs PRINT NAME DATE STATE OF FLORIDA, COUNTY OF �Lj (I e THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS ��DAY OF 1_7 � .20)5 I;Y Lid.uLtr we• ' V o7�(�p &5 WHO IS PERSONALLY KNOWN /n ORHAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLI SLCPDS:I2A 2013 (STAh P) FI ,,, LAURAR.CUBBEDGE a K Commission # EE 209915 b Expires October 21, 2016 �a,°,P' an,deClNu7rq Fan Nswmrn 90P3B�i7U19 04/15/2el5 10:55 7728767656 WYNNE BUILDING CORP - PAGE 02/02 RECEI"^D JUN 2.9.2015 PERMIT # ISSUE DATE �yl • PLANNING & DEVELOPMENT SERVICES � ' Building & Code Compliance Division BUU.DING PIERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contcactor Certification Number: 2 F 9 0 1 State of Florida Certification Number (If applicabtc): CFC1428458 I.indguist Plumbing have agreed to be the (Company Name/Individaal Name) Plumbing Sub-contmctorforwynne Development Corp - (Type of Trade) _ (Primary Conuaclor) For the project located at Strect Address or Property Tax ID #) R 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: SI_CCDV (No. 004-00) QUALM' R (Name of the individual shown on the Contractor's License) NOTARIZED SIGNATURE$ ARE REQUIRED Business Name: Lindquist Plumbing Address: 3185 Sna?d Rd. Airy/stetc/Zip: Phone: (7-72) 469_719F4 email: \ / C — WadA Case SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF � G / r THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS oIG DAY OF By I/Jr4-b) r tip/-,$ a I WHO IS PERSONALLY KNOWN PRODUCED SIGNATURE OTARY PUBLIC SLCPDS: 12/16/2013 IDENTIFICATION. '-Dand`rMy Hivnl DASKr.J PRINT NAME OF NOTARY PUBLIC 41� OR HAS (STAMP) �,,� DOROTHY ANN BASKIN Notary Public - State o1 Flotilla ' e My Comm. Expires Oct 2, 2016 a'- Commission ♦ FF 015226 Banded Through National Notary Assn. . cw L.LI OJ. 11 llzalo/bob REC:.1"7D J02.9.2015 WYNNL BUILDING CORP PAGE 02/02 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICE, Building & Code Compliance Division', BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 2 R 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 Address or Property Tax ID t#) 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. Lucfie 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 SAGN.ATURES ARE REQUIRED Business Name: Comfort Control of St. Lucie County, Tnc. Address: City/State/Zip: Port St, Lucie, FL. 34983 email: 1�;;rrry Zimmerman � _1_ PRINT NAME DATE OF Z,4, L irie_ THE FOREGOING- INSTRUMENT WAS SIGNED BEFORE ME THIS aWe"AY OF i. \?i -Q 20-N5 BY l L`twtmeCyY1G�1 1 WHO IS PERSONALLY KNOWN _� OI2 HAS PR DUCED AS IDENTIFICATION. (STAMP) SIGNATUR F NOTARY PUBLIC PRINT NAM OF NOTARY PUBLIC SLCPDS: 12/16/2013 Notary Pudic State of Florida Tracey R Maacola My Commission EE 193340 Expires d4 M2016 11/10/2014 15:55 7728787Ei__ WYNNE BUILDING .,.:;,:P PAGE 02/02 RECEi'D JUN 2.9-1015 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTORAGREEMENT SL Lucie County Contractor Certification Number. 19496 State of Florida Certification Number (if opplicabre): RCS29077d87 agreed to be the (Company Name/lndividual Name) Roofing. Sub -contractor for Wynne Development Corp ('type of Trade) (Primary Contractor) For the project located at Street Address or Property It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown an the Contractor's License) NOTARIZED SIGNATURES ARE REQIliREID Business Name: Treasure Coast Roofing LLC Address: 1 Al f Rd ltmare St City/State/Zip: vnrt St_ Lucier FL- 34994 Phone: (772) 343-8308_ email: Brian Maloney SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF G Y r THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS e!2& DAY OF <u iV F 20-L:r BY B ieI Fg na /r r.'c-o Kdy% WHO IS PERSONALLY KNOWN ✓ OR HAS PRODUCED IDENTIFICATION. koAn. � �QJaaQc . J oA0.7'NY 9.6vd d6ASGi.� (STAiv>P) SIGNATUR F NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS:12/16/2013 ;•ati • DOROTHY ANN BASKIN +ta 9�e o Notary Public -State o1 Florida c My Comm. Expires Oct 2, 2016 Y„� •7,F Commiaelon f FF 015226 Bonded Through National Notary Assn. RECEI'-D JUN 2'.9.1015 ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED HANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property Part of 3414-501-1701-000/9; Section 26, Township 36s 5 Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that In granting this permit for the development of this property, St. Lucie County is nelUTer obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. i Matthew Lyle Wynne Property Owner Name Pipr�ty�wo �e&iSjg �'e Date ^mot. STATE OF FLOR(OA, COUNTY OF S t- L u c i e ACKNOwL.EOGEO BEFORE ME THIS 29t-h DAY OF ,Tim . 2Q] . BY Mat KN th ew Lyle Wynne wHO IS PERSONALLY NOWTOM OR WHO HAS PRODUCED AS IDENTOFICAT10N. Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SLAL) NOTARY PUBLIC TITLE COMMISSION NUMBER �t;Pi py,"kSMMA t•; -}. MyCOM66SSION/#FF107647 EXPIRES: February a 2619 •l1L,NI • - amaea ThWHoary PubkU1d Mkn r RECEP,"-:D JUN 2.9.2015 . /7/, . b sC-P,.(e -8e 0@. ri N1 A 1111Z - PA--, 0 17.RQN 1.I-C-& • A /Suva III W-&A�.rra.�rx-11111111 1PI tn o � - � n 7/ ' Fier noS MIN. SETBA EQ. FRONT SIDES /S/S CNR SIDES -VA REAR �V /SIS ZNO. , jj I 57 TECH. J 7111201 S IN. SETBACK REQ. JONT DES JR SIDES 'AR G. 4� 6 -2,1.1-r FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE_ GRAND CARLTON _ Builder Name: COMFORT CONTROL OF SLC, INC. Street: `L /�_-r',`1�`��'^ Permit Office: City, State, Zip: F - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 2. Single family or multiple family g p Single-family y b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(114.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 112 SHGC: SHGC=0.50 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 PASS Glass/Floor Area: 0.079 Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and F {IiE S71j this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance �O with the Florida Energy Code. nx� :. '••�..1rY'',:,• ��,� PREPARED BY: Before construction is completed 000GGG DATE: _ this building will be inspected for 0 ��i compliance with Section 553.908 . e I hereby certify that this building, a si ed ' in cc liance Florida Statutes. l� CAD with the Florida Energy Code. WE OWNER(A1pN�:-/ DATE: SS��``��llee l� BUILDING OFFICIAL: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) , Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot# Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockt 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RoomsInBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 ---- 0 0 1 ROOF # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockt 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space pmt-.-To�VaILType p Ra F}_Val I Ff In Area- R-Value-Fractlon-AAbsor.-Grad ° _ 1 N Exterior Concrete Block - Int InsBloomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Black - Int Ins♦ IcomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 _ 3 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsBloomslnBloc 4.3 4 3 8 0 34 ft' 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsEloomslnBloc 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomsInBIoc 4.3 25 6 8 0 204 ft' 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft° WINDOWS Orientation shown is the entered. Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening _ 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 W 10 It 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft- 1 ft 0 in 0 It 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft 1 ft 0 in 0 ft 6 in HERS 2006 None _ 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft' 6 ft 0 in 0 it 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft- 1 It 0 in 0 it 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 dm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS — Supply -- — Return --- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ft' DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES ProgramablEe Thermostat: Y Ceiling Fans:In Apr M:yf[ EE [[ ]) f[ [[ x Novf[ Dec JJan EXl [rrr Mar X� Apr [�([XXXC May Jun Aug Sep Nov ]] Dec Jool an [X� Feb Venting [X� (X� [X� [X� Jul [X� [X] [X� Od [X� [X] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing 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 (ft' 7. Windows" Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' Single-family b. N/A R= ft' 1 c. N/A R= ft' 2 d. N/A R= ft. 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 W 1446 b. N/A R= ft' c. N/A R= ft' Area 11. Ducts R ft' 114.00 ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 90 f12 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 28.2 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft' 13. Heating systems kBtulhr Efficiency a. Electric Heat Pump 28.2 HSPF:8.60 3.833 ft. 0.500 Area 14. Hot water systems Cap: 40 gallons 1446.00 ft a. Electric EF: 0.9 ft' b. Conservation features ft, None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a w EPL Display Card will be completed based on installed Code compliant fea r Builder Signature: Date: L p �ko Address of New Home � � SV f-� City/FL Zip7. � &�,, , 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: -� wrightsoft` 1 � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Far 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information kyjl=ilm Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area(ft' 1446 1446 Volume I,ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47`F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db Inside db Design TD 90 75 15 OF OF OF Daily range Relative humidity Moisture difference L 50 61 % gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Ratelswing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load, 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. G * wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 ACM E:\Wrightsofl HVAC\Wynne Corp\67WYNNE GRAND CARLTON 11 .rp Cale = MJ8 Front Door faces: N 2012-May-15 09:13:19 Page 1 Load Short Form Job: -� wrightsoft` Date: MAY 15, zotz 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: comfoncontrolofslc.com For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Htg Cig Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TO (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (°/a) 30 50 Moisture difference (gr/Ib) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25H BC530A AHRI ref no3676266 Efficiency 8.7 HSPF Heating input Heating output 28400 Btuh @ 47°F Temperature rise 27 OF Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Space thermostat COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total coaling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (Cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GIRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 cr_ nn4 I= AO 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightSOft° Right -Suite® Universal 201212,0.04 RSU05864 Page 1 HI.CA EAWrighlsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON II .mp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 V IMLJ 194 41101 LJ/YG '`1/ V1, Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C * Wnl htSOft" 2012-May-1509:age2 19 .-.... 9 Right-Suile®Universa12012 12.0.04 RSU05864 Page 2 ACCA E:%Wrightsoft HVAC%Wynne Corpl62' WYNNE GRAND CARLTON 11 .Up Calc = M.18 Front Door faces: N wrightsoftRight-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 It 6.0 ft 3 Room height 8.7 It p 8.0 It heat/ccol 4 Room dimensions 6.0 x 10.0 It 5 Room area 1444.5 ft2 60.0 ft2 Ty Construction U-value or HTM Area (ft� Load Area (ft2 Load number (Btuh/fl2-°F) (Btuh/M or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0,630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 tM 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 S 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 21 21 353 355 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 2A-2om 0.840 w 23. 52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 204 204 554 174 80 80 217 68 C 168-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1446 151 5729 0 60 6 228 0 6 c)AED excursion 423 -35 Envelope loss/gain 14501 112791 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 1 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisinbution 0 17399 0 16133 0 1027 0 588 14 15 Subtotal Duct loads 17% 23% 3009 3659 11 % 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,,r`wri htSOR' 2012-May-1509:13:19 'T� 9 Right -Suite® Universal 2012 12.0.04 RSU05B64 Page 1 ACCGh EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .np Calc = MJ8 Front Door faces: N N :saael ma lual j 9fW = aleO dm' II N011dVO ONV89 3NNAM ,Z%dlo0 auuRM1OVAH HOSI461iW3 400o, Z 06ed V98SOL su VO'0'ZI ZIOZ IMBAlun ®aV,nS-146!d-uos;y61JM _ 6F£I:60 91-Le W-ZLOZ Y' P3 4l8 f lenueW;o sluawaiinbai lie laaw 01 VOOV Aq P9AOjdde suollelnoleo 68 6E on 6ZE (wlo) pannbw n V 699L SO LOU LSOL pm) wool lelol ZLV 19l %V£ %ZZ SE6 9ZL %91. %11. speol Iona 91. LB£L 889 Me Z9E9 IelolgnS VL 0 0 0 0 uollnqulslpad 0 0 0 0 la)suell ssal 0 0 0 0 peol lewalxa ssal LOM 889 Me Z9E9 (EI ol9 sauB) IelolgnS OOZI 0 laglo/saouellddV 0 0 090 Z OEZ @7 sluednoo0 :sule6 lewalul El 0 0 0 0 U00e111uan wood (q Z£ SIL 89Z LL6 uopenlgul (e ZI SSL ELS 6ISS S9£9 ule6/ssol adolanU3 EB- BBZ uopnoxa O3V (a 9 0 LVZ L 9V 0 LILI 9V £9b coo Zo'8£ - 89£1 4dl-VZz j 0 0 0 0 0 0 0 0 90'Z LE - goo Ie%-09L 0 9L LV 9V 94 Ile zeo £BV eV 891 060 - ZE0'0 PeOE-991 0 9b Z91 99 99 0 0 0 0 98'0 ZL'Z - L60'0 MAD-S& d 0 0 0 0 0 0 0 0 ZZ'Z 09'£ M 9Z1'0 sao9-VEL M 0 0 0 0 0 0 0 0 el'99 Z9'£Z M OVB'0 woZ-VZ O� VLl z£l ZS ZS 0 0 0 0 9VZ 99'Z M 160'0 MSO-OZL M 0 0 0 0 0 0 0 0 Bl'Z 99'Z Ms IWO Ms0-OZL M 0 0 0 0 0 0 0 0 OV'LI 09'91 s 009'0 Of 1l O 0 0 0 0 0 0 0 0 6£'9Z Z9'EZ s OV9'0 WOZ-VZ 0 0 0 0 0 0 0 0 81'Z 99'Z s 160'0 mso-on 0 0 0 0 669Z I£6 E OP 61'89 ZS'6Z a OV9'0 wOZ-VL 'J- 0 0 0 0 6" US SO SVZ BL Z 99'Z a 160'0 ms0-OZL N/� 11 0 0 0 0 0 0 0 0 6£'9z ZS'EZ U ova wo-VZ 0 0 0 0 0 0 0 0 VZ'ZZ 4911 u 0E9'0 goz-VL 0 0 0 0 6Z01 L9£L 0 6£ Be 9z 99,9E U OLZ'L Pwow-VL OxJ--.--/((I, 0 0 0 0 £b£ 000 Let 96l 81'Z 99'Z U IWO ms0-OZl 9 IWO MH S/d/N s9019 IWO leaH Sld/N sswO IooO leaH (de �OMn1S) /agwnu (finis) (11) lalawued to (4n10) (14) lalowuad to (x1l/4n18) PMl (x0) my PMl 40) ealV W1H l0 amen-n U0110MIS000 Al xll 9'9V xN 9'Z8V ease woos 9 0 99 x O'L 11 9'ZeV x O'1 suo!suawlp wood V 1wonnq 0 09 I000fiea4 11 96 146104 wood £ 11 99 11 090 Ilem pasodx3 Z AdONnVI ONINIO/Wd 180 aweU Wood I NVW213WWIZ VIOR1.LVd :As ROVS1AVW :aled :qop woorolslolmlUoauo)woo :q9M VVL698L-ZLL acej 66LZ-SLB-ZLL :auo4d E86VE ld '310n1 '1S ldOd "IS 9HOWlll8 38 MI, 'ONI VIS JO lON1NOO INO-WOO asnOH arl;u3 ;aa4sNioM ®f -34BiN uos4gBljAA 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: comforicontrolafslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 It 7.5 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 154.0 It 7.0 x 7.5 It 5 Room area 154.0 ft' 52.5 W Ty Construction U-value Or HTM Area (ft� Load Area (ftI Lead number (Btuh/ft? °F) (BtuhRt� or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 1Q! 12C-Osw 0.091 It 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 It 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 It W.64 22.24 0 0 0 0 0 0 0 0 I��-((C`, 2A-2om 0.840 It 23.52 25.39 0 0 0 0 0 0 0 0 11 WL-G 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11,10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 I-G 2A-2am 0.840 w 23.52 66.18 0 0 0 0 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 128-0bw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c)AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal ((Ines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 01 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 007 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl ht50fY' 2012-May-1509:13:19 g Right -Suite® Universal D C 1 LTON RSU05864 Page 3 AC�h E:1Wnghtsofl HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rtp Calc = MJ8 Front Door laces: N wrightsoftRight-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 it 42.0 it 3 Room height 8.0 R heat/cool 8.5 it heat/ccol 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 it' 266.0 W Ty Construction U-value Or HTM Area (111 Load Area (111 Load number (Bluh/ft? °F) (Btuh/ft� or pedmeler (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Grass N/P/S Heal Cool Gross N/PIS Heal Cool 6 l4/ 1A-riom n 0 0 0 0 110 89 220 194 1A-lob 1.091 1.630 n 5.55 6.39 22.24 0 0 0 0 0 0 0 0 2A-2ob 0.840 n 17.64 25.39 0 0 0 0 15 0 381 2A-2om 0.840 n 23.52 23.52 25.39 0 0 0 0 15 0 353 353 381 11 14J 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 �-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 162 W2 412 353 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-017w 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 23B 447 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 ill 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 011 0 Subtotal (lines 6 to 13) 63 ill 4077 2231 Less extemal load 0 0 0 0 Less transfer 0 0 1229% 0 0 Redistribution 0 0 0 0 14 Subtotal 63 ill 4077 2231 15 Duct loads 22% 34% 14 38 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 41 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigttltSofY 2012-May-1509:13:19 Right -Slide® Universal 2012 12.0.04 RSU05864 Page 4 �� EAWdghtsofl HVAC1Wynne Corpl62' WYNNE GRAND CARLTON 11 .rrp Cale = MJS Front Door faces: N wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolotslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 It 5.0 ft 3 Room height 8.0 It heat/cwl 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 It 9.0 x 5.0 It 5 Room area 17.5 W 45.0 W Ty Construction U-value Or HTM Area (ft� Load Area Load number (Btutdit? °F) (Btuhlft� or perimeter (ft) (Btuh) or perimeter (0) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1qJ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 F-G 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 �LGG 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 it 2A-2om 12C-0sw 0.840 0.091 n a 23.52 2.65 25.39 2.18 0 0 0 0 0 0 0 0 0 40 0 40 0 102 0 87 Ymil' 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D We 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 sw 2.55 2.18 0 0 0 0 0 0 0 0 w 12C.Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 l-G 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 w 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 126-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-lph 1.358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c)AED excursion -2 -11 Envelope loss/gain 16 281 332 152 12 a) Infiltration b) Rcom ventilation 0 0 0 0 89 0 24 0 13 Internal gains: Occupants @ 230 Applianceslother 0 0 0 0 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 15 Redistribution Subtotal Duct loads 22% 34% 0 16 3 0 28 9 22% 34% 0 421 93 0 177 60 Total room load Air required (cfm) 19 1 37 2 1 1 514 24 237 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 139 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 5 �� E:1Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .ap Cale = MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST, LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-78&9144 Web: comfortcontrotofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 It 8,0 ft 3 Room height 8.0 It heat/cool 8.0 ft hea/cool 4 Room dimensions 1.0 x 195.5 It 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft. Ty Construction U-value Or HTM Area (ftj Load Area (ft� Lead number (Bluh/fP-°F) (Btuh/fo or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal Cool Grass N/PIS Heat Cool Gross N/PIS Heat Cool 6 IN 1A-rlom 0.091 n 0 0 0 0 0 0 0 0 1A-2ob 1.630 n 5.55 6.39 22.24 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 25.39 0 0 0 0 0 0 0 0 L��-CCG 2A-2om 0.840 n 23.52 23.52 25.39 0 0 0 0 0 0 0 0 11 lM 12C-0sw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 �-[' 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 2A-2om 0,840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-Sacs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B.ObW 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c)AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct leads 220/6 34% 645 533 22% 34% 164 96 Total room load 3577 2100 1 911 377 Air required (cfm) 166 100 42 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht50ft' 2012-May-1509:13:IS 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 ACCA, EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Cato = MJ8 Front Door faces: N Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: MiTek USA, Inc. 6904 Parke East Blvd. M11323 Model Tal�%13L3610-4115 Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/fP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighlI Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T6797412 A5 1/29/015 2 T679 4413 A6 1/29/015 3 4 T6797414 T6797415 A7 AS 1l29/015 1l29/015 5 T6797416 A9 1/29/015 6 T6797417 A 1 /29/015 7 T6797418 GRA i/29/015 8 T6797419 GRB 1l29/015 9 T6797420 J2 1/29/015 10 T6797421 J4 1/29/015 11 T6797422 J6 1/29/01s 12 T6797423 IJb 1l29/015 � 13 1 T6797424 I KJ8 1 1/29/0151 t• ` 1 iF�r c t The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. 0 E NSF•. 0 ' :*r * r :Cc 9 . STATE OF :44/` . •i��c40 4 O R 1 O P: �� FL Cert. 6634 January 29,2015 Albani, Thomas 1 of 1 p toss rUs6 ype Dy P 62'Grand Callon III with porch T6]9]412 M11323 AS SPECIAL 8 1 Job Reference (optional Chambers Truse lrrc., Fart Pierce FL 348B2 ].sse a seP 2] 2012 M7ek lnduslries, lne. Thu Jan 2914A3:562015 P0901 ID:2GIScw Y5hnGhXVARZUktryuFUM-IC91HuHvWy_15MP5wvpzHLhIyURLhFZbwellbzgUO' 1-D-0 7.85 10E-0 17-0.0 20-0A 26-4-0 34i '+ 1-0-0 743-5 2-8-15 6-6-12 a-a-s 5.11: 7-0-0 1-0 Scale = 1:61.2 4x10 2.00 12 4.00 12 5x12 = 2x3 II Ich r LOADING(PSO SPACING 2-0-0 CSI DEFL In (too) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(L-) 0.72 14 >558 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL)-1.4713-14 >271 240 MT18HS 244/190 BCLL 0.0 • Rep Stress Incr YES WB 0.54 Horz(TL) 0.43 10 n1a We BCDL 10.0 Code FBC20107rP12007 (Matrix) Weight: 1541b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1Row at midpt 6-14 6-14: 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS gb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8.0 (min. 0-1-9) Max Horz2= 179(LC 6) Max Uplif12=-816(LC 8), 10_ 816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All tortes 250 (ib) or less except when shown. TOP CHORD 2-3=5281/3019, 3-4=-4949/2747, 4-5_ 4901/2754, 5-6= 4974/2856, 6-7=-2341/1489, 7-8= 2314/1408, 8-9=-2372/1395, 9-10= 3052/1725 00T CHORD 2-14_ 2775/5007. 13-14= 97612035, 12-13=-1520/2822, 10-12=-1520/2822 WEBS 3-14=-311/333, 5-14=-247/266,6-14=-1712/3155, 6-13=-253/524, 9-13=-700/469, 9-12=01272 NOTES ��5 r A. �/./1/////♦ 1) Unbalanced roof live loads have been considered for this design. ; i.2ps1; BCDL=3.OpsF h=loft; Bd2ih L-341t; eave=6f1; Cat. it;; o........ A� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL1e ♦i♦ Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,,��`r: '�\C' N S •�•'.9? 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3 938 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 wllt fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity - at bearing Surface. W ATE f truss to bearing plate capable of withstanding 8161 7) Provide mechanical connection (by others) ob upllil at Joint 2 and 8161b uplift al %.• Joint 10. Al 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ,♦i�� • • ( p R \ Q' ��,% , LOAD CASE(S)Stantlard ♦♦♦♦S1110NAll FL Cert. 6634 January 29,2015 AWARNING- V4elyydeslgnpammereM.dREAONOTESONTNISANDINDLUDEDMIrEKREFERANCEPAOEMII.74"mv.01/wolSaEFOREUSE � Design Valid for use oNy Wlh Wall connectors. lNs dedgn b used onlyupon IW=OIOMshown, and b for an Individaal buidng component. Appllcablityofdosionparamelersand Woperincorporatlonofcomponent Eres rvm iliyofbuildhgdesigrer-notlossdesigner. Brachjshown bforlate10ls4wofhdR4duo1webmembersoNy. mdiiba temporarybracingto Irwxestab911ydurhgcorefacilonhfhere4po b9lltyofthe erector. Addllionolpermanent bmcingofthe overdiarmature, lsthe respondb911yofthe bWmngdeslgner.For general DUidancereOardBq MiTeW fabrkailon, quality control, sloago,delivery, ereciion and bracing, COMOt ANSI/TPI1 Qually Criteria.DSS-89 and SCSI Building Component 6904 Parke East Bind. safey Information mono le from race flare Banana. 7131 N. bee Streel. Solm 312 AlexandM. VA 22314. Tanga. FL 33610 Job Truss Truss Type Gy Ply 62' Gmnd Carlton III with porch T679]413 ml1323 A6 SPECIAL 1 1 Jab Reference (optional) Ch¢0@Gs Truss Inc.. Fall Pierce F1. U982 .3506 hX201[MItax lnau511¢s, Na. Ina aanLH 19:93:N LY1>rage I ID:2GIScwwyY5hnGFUMDP)PUEHXHF6,JEbteO2VVugHMuy44gipaOlrizq000 1-0- 8-11-11 16-0-0 18.0-0 20-0.8 26-1/-15 34-0-0 50 -0-0 6-11-11 ]-0-s 2-0-0 24.8 5-7-7 8-0-1 -0 4.00 12 Sx8 41di C 2.00 12 Sx6 = 2x3 II scale = 1:0.3 LOADING(psf) SPACING 2-0-0 CSI DEFL In floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,99 Vert(LL) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -1.28 2-14 >313 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress [nor YES WB 0.77 Horz(TL) 0.40 9 Na n/a BCDL 10.0 Code FBC2010rFP12007 (Matrix) Weight: 1571b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Stmctuml wood sheathing directly applied. 1-3:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4.6-14 oc bracing. BOT CHORD 2x4 SP M 30 'Except' MiTek recommends [hat Stabilizers and required cross bracing 2-14: 2x4 SP M 31 be Installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 *Except* Installation guide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (Ib/slze) 2=1125/0-8-0 (min. 0-1-8), 9=112510-8-0 (min.0-1-9) Max Horz2>769(LC 6) Max Up1ifl2_ 816(LC 8). 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (Its) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5263/3001, 34=-5128/3006, 4-5= 4901/2767, 5-6= 2217/1393, 6-7=-2293/1373, 7-8=2301/1352, 8-9=-3064/1741 BOT CHORD 2-14— 2754/4988, 13-14= 1082/2265, 12-13=-1021/2111, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 5-14=-1543/2851, 5-13=-388/171, 6-13=-151/496, 8-12— 819/564, ,,PS 1 A.Ir911.0t.. e-11=0/309467, NOTES .......... ��.� •'�0ENS•'•C.T9 '. 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.Opsh, h=14f; B=52ft; L=341t; eave=611; Cat. : II;. 39380� Expo C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 * ; 3) Provlde adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed lot a 10.0 pat bottom chord live load nonconcurrent with any other live loads. — 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will ATE fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify capacity %0�., i� 0 R of beading surface. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 816lb uplift at joint 2 and 8161b uplift at ��'�,sS,p N A� �� .%` , Joint g 9) "Semi-rlgld pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARNING-14o1frydea19npara .We and READ Mans ON IN/S AND WCLUDED MMEK REFERANCE PAGEMII.7473 rev. 021AP2116 BEFORE USE. ■� Design valid for use only with Mdek cormectors. This lesion is based only upon paamolers shown, and is for an lndMdual building component. � s Applicability of desion parameters, and prattler ol erincpotolion or component Is respansbldy, of balloting designer - not truss deslgnef. Bradnghown Isfar lateral suppol orinfNbuat web membersosby. Addibnal temporary bar.Bxl to lrssure slablitydudng rorxslmclbnhihe resTwndb611ty of lMr MiTek' erector. Atldbonalpermanentbrocln0ofthe overall slructuleistherms onsldlltyofthe butldaUdeogner.for ooneralguidancesegardNg fabrication, quallly conird. storage, delivery. election and bracing, coreull ANSI/TPI I Quality Critedu, DSB-89 and Bost Building Component 6904 Parke East BNd. Sddy INormallon mW- acts from truss Hale Iaslllufe. 781 N. Leo Street. Suite 3@ Alexadrim VA 22314. Tom.. FL 33610 AT 841 Sx6 = 4x10 = 5x12 = 2x3 It 2.00 (12 Scale a 1:62.2 LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/rP12007 CSI TC 1.00 BC 1.00 WB 0.97 (Matrix) DEFL in (loc) I/dell Ltd Vert(LL) 0.63 11 >638 360 Vert(TL) -1.35 10-11 >296 240 Horz(TL) 0.41 7 rVa n/a PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 1471b FT=046 LUMBER TOP CHORD 2x4 SP M 30'Except' BRACING TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=-150(LC 6) Max Upllft2=-816(LC 8), 7=.816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (Ib) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5269/2981, 3-4=-493112758, 4-5=-2137/1353, 5.6=-2348/1397, 6-7_ 3031/1715 BOT CHORD 2-11=-2733/4998, 10-11=-1397/2758, 9-10=.1508/2801, 7-9— 1508/2801 , WEBS 3-11=-371/412,4-11= 1307/2558,4-10— 783/392,5-10=-171/459,6-10=-711/484, 6-9=0/280 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.0psf; h=14f; B=521t; L=34ft; eave=611; Cat. II; Exp O; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,`\�O�P•,,,,,, 3)Provide adequate drainage to prevent water ponding. ��\GENS'•.,-�A 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will- * 3938 fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capaclt= of beating surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at Joint 2 and 816lb uplift at = qT E :• joint 7. 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASES) Standard �SS�ONA� %%4,1 FL Cert. 6634 January 29,2015 ®WARNING - Verily design pammerere antl HEAD NOTES ON MIS AND INCLUDED WEN REFERANCE PAGEMII-74"101. iica T I6 BEFORE USE Is for an IndlvltlWl bWOlrq component. ' DeslUn valid br uw oNy with Mliok connectors.lNs design h lwsetl only upon paam0forssnuwn. antl AppAletsb�iry of tled0n pugmelers Ond proper klcoiporallonof componenl6 resWndMlity of bWldhg dednner -not hrrss tleslpner. BraGnU shown the Lsfa lateral supPod of 0ldNWud web members oNy. Atldllbssol lempwary Uracind to lmue slab9lty duMU consinsctbnls the respondb011ry of resporc4b0ity of the b110dng tlesiOrer. FordenerOl Wda reGortl91G Welk' eractor. Atlr9lbiwl pnlmanenl6rnclnp or the overall slnlcMekitro 9 fabric quality control. siorade, delivery. erecton antl bracNG. consul ANSI/rPl I Ouailry Criteria, D8a-89 and BC51 Bulidin Component 6904 Perk. Eesl 9Nd. Safety Informafbn rmulnde hom truss Halo hrslllulB. 781 N. Lee bhaet. Suite 3I2. AloxarxlrW. VA 22314. Ir'. Tampa, FL 33610 M11323 4xIO 4.00 12 2.00 F12 38-0 484 ' 1-78 ' 24 12 5x6 = 14 2x3 II Sx10 -- = 4 14 5 6 15 7 o..e p 5x12 = 3x4 = Scale =1:62.2 LOADING(pst) SPACING 2-0-0 CSI DEFL In Coo) Vdef1 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.61 13 >656 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 1.00- Vert(TL)-1.3112-13 >306 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.39 9 n/a ri/a BCDL 10.0 Code FBC201O/TPI2007 (Matrix) Weight: 154 lb FT=O°5 LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30'Except' MITek recommends that Stabilizers and required cross bracing 9-12: 2x4 SP M 31 be Installed during truss erection, In accordance with Stabilizer WEBS 2x4 SP No.3 I Installation guide. REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 9=1125/0-8-0 (min.0-1-8) Max HOrz2=-130(LC 6) Max Uplift2=-816(LC 8), 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=.5279/2992, 3-4=4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5-6=2467/1511, 6-15=-2476/1519, 7-15_ 2476/1519,7-8>2545/1492, 8-9=-2889/1683 BOT CHORD 2-13=-2744/5007, 12-13— 1673/3161, 11-12=-1152/2370, 9-11_ 1467/2676 WEBS 3-13=-362/404, 4-13=-910/1686, 5-13=.255/754, 5-12=.868/517, 6-12=260/228, 7-12=-294/365, 7-11=.289/642, 8-11= 480/467 TES 1) Unbalanced roof live loads have been considered for this design. \\\\\_`F�,P,cJ 1 A!I q��j� 2) Wind: ASCE 7-10; Vui1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52fI; L=341t, eave=6ft; Cal. 11; , `� O\V` •• • • •' e Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `\ .•'�G E N 3'•.•9 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 3938 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �- 6) • This truss has been designed for a live load of 20.0psi on the bottom chard in all areas where a rectangle 3-6-0 tall by 2.0.0 wide wIC fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capadtZ •• •; G of bearing surface. ATE i 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 It, uplift at O joint 9. ��iT�''cC O fi 19 9) "Semi-rigidS pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. �i �? \\ LOAD CASE(S) Standard\\ FL Cert. 6634 January 29,2015 ®WAHMNO-Verllyd4s(g.,:.mM4t4m ad READ NOTES ON THISAND/NCLUDEDWEKREFERANCEPAGEMO74"my. 01 W016SEFOREUSE ■■■ Design voila for use onlywllh Mffek connectors. TNs design is based only upon pufamelersshown, and is for on Individual balding compononl. Applicability of design pQanelerseed proper ineeporatinn of component k msponlbllBy of bulidhtl designer. not If=designer. Bracing drown �y B (mlatefal supper! of fndMdud web members only. AdrJlibrinl temporary bfochfl Io taupe 51aMIN tluMp conshuclbn Is Ihemsponslt>DIIN of line erector. Pdmllonalpelmorenlbradrgofiheoverallslmchuo5lheresponsQ,olNoflhabWWdngdeslgner.ForgeneralOVdalscereporrnnfl Welk' fabdcailon cludlly contol, storage, delivery. erection anal bracing, consul) ANSIHPI I Quality criteria, DSB-69 and BCSI Building Componenl 69D4 Parke East Blvd. Solely information ovalicUe from Truss Rate In Mute. 781 N. Lee Street. Suite 312. Alextmrlda. VA 22314. T.W., FL 33610 4.00 12 HIP L .0 15.244 34-1 5-2-14 4x4 3x4 = 4 16 5 2x3 II sxlo 6 17 7 scale=1:60.1 3x4= 14 — _.._ 3x8 = 3x = 6x8 = 3xe = 3x4 = LOADING(psf) SPACING 2-0-0 CSI DEFL In Qoc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >749 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >292 240 BGLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 13 n/a We Weight: 1561b FT=O% BCDL 10.0 Code FBC20107TP12007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. TOP CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection. In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=573/0-8-0 (min. 0-1-8), 9=29710-8-0 (min. 0-1-8), 13=1381/0-8-0 (min. 0-1-14) Max Horz2=109(LC 7) Max Uplllt2=-450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Grav2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1210/683, 3-4=-8751463, 4-16=-795/458, 5-16=-795/450, 5.6=-387/812, 617=-387/813, 7-17=-307/813, 7-8=-96/280, 8-9=-303/178 BOT CHORD 2-15=-54711104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 11-12-254/277, 9-11=-148/252 WEBS 3.15=-371/357, 5-15=-258/648, 5-13=11961766, 6-13=-263/230.7-11= 168/384, 8.11=.419/3B4, 7-13= 825/447 ,,`I►1111111//��,, 1) A.Unbalanced roof live loads have been considered for this design. ��-^ P.. Q�� 2) Wind: ASCE 7-10; Vul1=165mph (e-second gust) Vasd=126mph; TCDL=4.2psi BCDL=3.Opsi; h=14fh B=52i1; L=34U; save=fill; Cat. II; ``�� p\V.,•..........GE '•.,,9 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60J• V 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3938 ,• 5)' This Iruss 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 450111 uplift at joint 2, 268111 uplift at joint 2: and 913lb uplift at joint 13. - AT 7)'Semi-dgid pilchbreaks Including heels" Member end fixity model was use tl In the analysis and design of this truss. �% •• LOAD CASE(S) Standard >N Of- nnnll`` FL Cert. 6634 January 29,2016 Q WARNING-Verlry dos/gn pammelom and READ NOTES ON MIS AMU INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. OVIMIDIS BEFORE USE. tl.si0n k based only upon peamefersshown, and Is for an Indlvitlugl bW dlnp component. 1' DoNnn valid for us. oNywllh MIIek connectors.IDls AppkaLvllfy of desl0n parameters anA pmp.r bcaporatlon of component k resposNUlityofbs01db9 deslolwr-Rol Imss deslOner. &ackxl shown Atldllbrwl mmporray braekq Io kwne slab6lfy tlurhp contlruelbn k the regwntltAllty of the MiTek' k for IOierd suprwd of IMMAuaI web membOrsoNy. .recta. AdrHllomlperman.nlfxaclrpoflheoverdlslmctumklharespomBlBltyoflhebWaepdeskxter.FarGererafluWau'-oregardlnG f.,.,. liort gt�ity controh 61oraDe, deiMery, erectloa and Ixacin0, comrll AN61/IPI I GuaIIM Ctlfarla, DSB-69 and BC61 Bullding Component 6904 Pad. East BNd, Safety Infonnallon avaOaWe from Buss Rale ImiBul., Ial N. Lee SU.ei, State 312 Alexandria, VA 22314. Tampa, FL 33610 WA 4-7-3 4-7-i 4.00 12 4x4 = 6 19 Scale a 1:69.2 3x6 % 17 _ 1. - 11 3x6 2x3 It 4x6 3x8 = M= 4x6 = ass 11 LOADING(pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FB020IOrrPI2007 CSI TC 0.36 Sc 0.55 W B 0.53 (Matrix) DEFL In (too) I/dell L/d Vert(LL) 0.30 14-15 >999 360 Vert(TL) -0.73 14-15 >547 240 Horz(TL) 0.15 10 n/a rVa PLATES GRIP MT20 244/190 Weight: 1631b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural Mod sheathing directly applied or 3-8-2 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5.8-15 or. bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1210/0.8.0 (min. 0-1-10), 10=1210/0-8.0 (min. 0-1-10) Max Horz2as 166(LC 6) Max Upllit2=-844(LC 8), 10=-844(LC 8) Max Grav2=1355(LC2), 10=1355(LC 2) FORCES (lb) - Max. CompJMax Ten. - All tortes 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=-2656/1658, 6-18= 2595/1654, 6-19=-2595/1654,7-19=-2656/1658,7-8-2606/1555,8-9=-2656/1547,9.10=-3245/1839 BOT CHORD 2-17=-1636/3008, 16-17=-1636/3008, 15-16=-1636/3008, 15-20=-928/1921, 20-21=-928/1921.14-21=-928/1921, 13-14=-1636/3008,12-13=-1636/3008, 10-12=-1636/3008 WEBS 6-14= 524/892, 7-14_ 313/305, 9-14= 600/407, 6-15=-524/892, 5-15=-313/305, 3-15= 599/407 ,,,`,,`BPS 1 � ►� q��,', NOTES --AA 1) Unbalanced roof live loads have been considered for this design. �� O`v.•• G E 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Ops1; h=14ft; B=5211; L=3411; eave=61t; Cat. II; ♦ \ S ••.'9 �� Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3938 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide wilt fit between the bottom chord and any other members, with BCDL=10.Opst. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at Joint 2 and 844 lb uplift at : fir Joint 10. AT E 6) 'Semi-dgld pitchbreaks Including heals" Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 50 Ib down and 29 lb up at 15-0-0, - •, �. Q, •J ; and 50Ib down and 29 Ib up at 19-0-0 on top chord. The designtselection of such connection device(s) Is the responsibility of others. �0 �' , R, •_` In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,��/SSO N A % LOADCASES) Standard "Ifill ; 11, 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.6=-44, 6-11=-44, 2-20_ 20, 20-21— 50, 10-21=20 FL Cert. 663 January 29,2015 AWARNING. Vearrydesign Parameters and READ NOTES ON THISAND/NCLUDED MMEKREFERANCEPAGEMII.7473re1 OW62016SEFOREUSE. �■�9■■ Deslgnvolid for aseonlywilh MOekeonnectun. Toisdiesign bbased only upon raamaRnsshow, andlsforanhadrAdual builds,comloansnl. Fppoatilly of design paamelers and proper Ncorpaarron o(wmpunenl Nrespansroullyofbdldhg designer- nor trrssdesigner. Bracing shown 29 i�Yp 7 Is for lateral sularma oflntlivkiuol webmembers oNy. Addifloral temporary bracing to Insure slaLBlty during construction N the tespon4blllry, of Bea erecto tor. Additional pelmarent bcin0 orthe overall srnxhua a the responsidllry of the building desgner. For gunwal guidance regadiig MiTek' fabilcotion quallry control, storage, delivery. erecllon and forming. consult ANSI/TPI1 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parka East Blvd, Safety Information avoSabia from Truss More Irslllute. 781 N. Lee great Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job runs russ ype Dly P 62'Gmnd Carron 111 wBh porch T6]9]a17 M11323 A COMMON 9 i J b Refe o f I • TM.6n 9n 1L'L A'S52015 PanB2 Chambers Tmss Ina., FM Pierre FL 34982 ..b.._bgeyuF,.,-HObf3Y n.e..74 ID:a384PavKnnZweXyJckSFBgyuFUN-HObt3YGHIes74znO%DNaQ4oegVF5cE4PMGv8m8zgUO2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=-43(F)19=-43(F) Q WARNING - Verity des/gn paramatara and HEAD NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-74M-I, OM015 BEFORE USE �!' Dedgnvdltl for use oNy wlih Mllok conmsclors.fils tledDnkbasod only upon paramelersshown. andhfar an NtllNduol buildmD aomponenl. ®` AppkobBlry of dedgn puamatelsontl propel hcorporallon of componanl Is responslblllly of bWldblU tledgner-trot Irtrss tledgner. &aGnO drown 5(ot lateral suppod of mtlNWuol web members oNYAtlrllibmllempormy bodnG to lmue siabllrydurhg corsslmclbOn Gthe respondb911ty of lMs M(Tek' ereclar. AtlAlbrwl peimorenibmclnp of the ovem0 nimclure is ltw respomONlllyof the bWdNg deslOrer.Fa GoneralDWWmro reGmtlln9 6904 Perko ewl Blvd. (ab0eallon. quality conM1oh slarage. AelNery.erecllon aryl braGng. consttll ANSIflPl19ua9ry Ctlleda, DSB•89 and BC618uI1ding Componanl s.nwry Intertnallon rnaVaMe Irom (russ %ale InsIIIWe. 781 N. lea Simei. 6MIe 312. AlomrMAa. VA 22314. Tonga, FL 33610 Job Truss Truss Type Cry Ply 62'Gmn1 Calif 111 with porch T6]B]416 M11323 GRA HIP 1 1 Job Reference o fianal Chambers Truss Inc., Fort Pierce Ff. 34982 7.35DSbV27201E Mnek Industries. Inc. Thu Jan 2914.44:01 M15 Pagel ID._elC 1 exC3ixW?huls7ypJyuFUK.6AywKbK2KUcHosFMuUU_gL2 W tzseOralkCM WzozgU7y 1-0 a-0-0 11-1-1 17018-6-0 22-2-2 26-0-0 34-0-0 4T-0 8-0-0 3-1-1 570.15-0 16-0 382 3-9-14 S-O-0 -0-0 (i) Top chord must be braced by end jacks, roof diaphragm, or properly connected 4x4 purfins as shaven. = 11 14 3x6 11 3x6 = 6,,15 = 3x6 = 6x8 = 6x8 = aon1 11-1-1 18-6-0 26-0-0 34-0-0 Scale = 1:62.2 8-D-O 3-1-/ 7.4-15 7.6-0 B-00 Plate Offsets(XY1' 13.,"-8Edne1 f21:0-3-8Edae1122:0-3-10Edge1 f24:0.3-80-3-01127.,0-3-80-3-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Ved(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Ven(TL) -0.33 2-29 >397 240 BCLL 0.0 ` Rep Stress [nor NO WB 0.98 Horz(TL) 0.03 22 n1a DIG BCDL 10.0 Code FBC20l0/TP120D7 (Matrix) Weight: 194111 FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 `Except' TOP CHORD 3-11.11-21: 2x4 SP 1\10.3 BOT CHORD 2x4 SP M 30 "Except' BOT CHORD 2-28: 2x4 SP No.3 JOINTS WEBS 2x4 SP No.3 REACTIONS All bearings 0-8-0. (Ib)- Max Horz2=166(LC 7) Max Uplift All uplift 100111 or less at joint(s) except 2=-357(LC 8), 27=-1183(LC 8). 26=-1480(LC 8), 22=-643(LC 8) Max Grav All reactions 250Ib or less at joint(s) except 2=470(LC 19). 27=2282(LC 13),26=2899(LC 14),22=947(LC 14) FORCES (III) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-514/295, 3-5=-371/987, 5-7=-636/1292, 7-8=-636/1292, 8-10— 636/1292, 10-12=636/1292, 12-13=-63611292, 13-15= 636/1292, 15-16>636/1292, 16-18=-636/1292,18-20= 2128/1209, 20-21= 2128/1209. 21-22=-2206/1190, 6-9=152/308, 9-11= 140/372, 11-14=-216/415, 14-17=-135/278 BOT CHORD 2-29=-178/558, 28-29= 127/427, 27-28=-127/427, 26-27= 865/511, 25-26=-3551593, 24-25= 355/593, 22-24=1015/2040 WEBS 3-29=-450/1137, 3.27=-17831896. 5-27=-768/625, 5-26-513/328, 13-26=-9251614, 18-26=-2406/1458, 18-24=-832/1770, 21-24=-34/362,4-5=-571/485, 19-20=-343/310, 14-15=-519/392 Structural wood sheathing directly applied or 4-0-2 oc puffins. Except 1 Row at mldpl 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stablllzer Installation gulde A. ,,,`,,,P►rJl % \G E N S 8 * . NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opst; h=14ft; B=52ft; L=34f ; eave=6ft; Cat. I. Mir Z Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �•O. ATE 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise Indicated. �i," ;j$"-( Q R 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Cis ... % 6) * This truss has been n the bottoms sign and any other members. sf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0 ill between -0 wide will 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357111 uplift at joint 2, 1183lb uplift at joint 27, 14801b uplift at joint 26 and 643 lb uplift at joint 22. p 8)'Seml-dgld pitchbreaks including heels" Member end fixity model was used in the analysis and design of INS truss. FL Cert. 66J4 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. January 29,2015 Q WARNING -VaNrydanen Parameters and READ NOTES ON TNISANDINCLUOEOMR£KNEFENANCEPAGEMI474Mrev. pT/MOIS BEFORE USE ��,,�**® Design valid for use onlywilh Mnek connectors. Thisdeslgn is based only upon pmamotersshown, and is for an lndMdual binding component. Appl abityottlosignl ometersmdpoperincmporallonofcomporwnt btespeoleklyoflauldhld designer -not lalssdedOner. Bracing sham p�W met 6lor lateral svppod of IMlvklual web members oNY. Admikxx9 temporary braclag to [we slablity, owing conslnletlon Is the re5rIwb 11tyof rite MiTek' erector. Abafflonolpermanent UMIMareas overall structure kllreresrwrnbIllyolarm buldngdedgner.For general mildmtceregmasing fobriicatlon, quality control, storage. delivery, emcllon any bracing. consul ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Bind. Safety Information cmdabie from Truss Rate Insalule. 781 H. Lee Street. Salto 312, Alexmldrla. VA22314. Tempe, FL 33610 o Job Truss ype Oty y 62'Grand catbon 111 with patchT6]W418 GRA HIP 1 1 Job Reference o i'onaMill Chambers Truss lnc., FOR Pierce H. Min! 7.350a Sapei "e0t2 Twin: ioLines, Inc.Th ID_etClcxMX\rV 7hu1s4yyuFUK-aMWI%xLg5NBO0gZSBODCYbadN%ttlgRzs63VEzgU'h NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 lb up at 2"-0, and 9671b down and 461 lb up at B-0-0 on bottom chord. The desigNseleclion of such connection device(s) is the responsibility of others. 11) 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 (pif) Vert: 1-3=-44, 21-23=-44, 2-29=-20, 24-29=47(1` 27), 22-24=-20, 3-11=-103(F_ 59), 11-21— 103(F=-59) Concentrated Loads (lb) Vert 29= 555(F) 24= 555(F) O WARNING-Vadtydeslss pannowaro and READ NOTES ON TNISANO INCLUDED MREKREFERANCEPAGEMIhIst" mv. 02/16/1U16 BEFORE USE • Dadra valid for use only with Murk connectors. This design Is boned only upon paamotersshown, and (man IrdhAdual building component. AppOcaNlty mdedgn p anaters and proper tncmporallon ofcomponent B lespunso(ity oftulding doslgner-not bun deslUner. BradmJ drown Isfor lateral slmfaoo m Individual web membersoNy. Adcfft ltemnoraybMCUVtOlr eslaNityduingcOmbuctbnklhorespordNlltyofNe MiTek• erector. PLAIHonalpeUnarenlMacingoflhoovemllshuclueLSlheresponsB>DlNoftaobu0dingtleslgner.ForUereralgWtlatcoregadNp fa60calion.qu9lty control iloraUa,delivery. erecaon and bmcNg•canstAi ANSI1911 Quality Crawls,DSB-89 and BCS) Building Component 6904 Parke East Blvd. Salary Information ovalaWe from Truss Rale In IMS. 781 N. lee Sheet. Sulle 312. Alexandria, VA 22314. Tanpa, FL 343610 Job ns ype Dry ly 62'Grnnd Canton 111 whh porch T6791419 M11323 GBB HIP 1 1 Job Reference o lional Chambers Tmss Inc.. FM Pie¢e F. 34962 T.35065npP 2012 MIIBN InaV5lrlae�lOC. InV Jnn Ltl l9.gq.L 15 pisrel ID:SrRaEyyrgO4M78G4raWBLWyuFUJ.aMWlxxLg5nl8DOgZSBODCYbh Ndb114Rzs63VEzgU7x a-0-0 14.26 I 20�4-0 26-0-0 I 44u v 1-0-0 &0-0 F28 6-1-10 S-8-0 tl T o 4.00 12 3x8 = 4x6 = Sx6 = 5x5 - Scale=1:60.1 axe = 14 i. - 3.6 II 5x6 WB= 3x4 = 6xe = 3x8 = 6x9 = LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber increase 1.25 Rep Stress Incr NO Code FBC2010f1P12007 CSI TC 0.93 BC 0.62 W B 0.97 (Matrix) DEFL in (loc) Vdefl Vtl Ved(LL) 0.20 15 >999 360 Vert(TL)-0.3513-15 >685 240 Horz(TL) 0.08 12 nfa n/a PLATES GRIP MT20 244/190 Weight: 1501b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 4-8-9 cc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 3-13 6-12: 2x6 SP 1,10.2, 6-10: 2x4 SP M 30 2 Rows at 113 pis 4-12 OTHERS 2x4 SP No,3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aulde. REACTIONS (lb/size) 2=1130/0-8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7), 8=446/0-8-0 (min. 0-1-8) Max Horz2=-77(LC 6) Max UplIft2=-898(LC 8), 12=-2520(LC 8), 8=-394(LC 8) Max Grav2=1458(LC 13), 12=4630(LC 15). 8=538(LC 20) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16=-1984/1203, 4-16=-1984/1203, 4.5=1121/2302, 5-6- 1121/2302, 6-17=-778f440, 7-17=-779/440, 7-8=-882f416 BOT CHORD 2-15=-1715/3467, 14-15=1737/3533, 13-14=1737/3533, 12-13=-1022/2028, 11-12= 2284/1302, 10-11=2284/1302, 8-10=293/781 WEBS 3-15=408M222, 3-13= 16421779, 4-13=-203/929, 4-12=-4684/2540, 6-12= 2440/1562, `,\`,TES A• i 6-10=-1739/3381,7-10=-339/365 Nores �.r0�P� E IV 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCDL=3.Opsf; h=1411; B=52fh, L=3411; cave=6ft; Cat. II;Z A� Exp C; Encl.. GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 392 3) Provide adequate drainage to prevent water ponding. C �' 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcument 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 - III between the bottom chord and any other members. • ATE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898lb uplift at Joint 2,2620 lb uplift at Joint O. 12 and 3941b uplift at Joint e. ' 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ��'� 0 R 1 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 Its up at isy '• .... 2.0-0,and 967 lb down and 461 It, Up up at -0 on bottom chord. The designtsefectlon of such connection device(s) is the responsibility 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ,A WARNING -Venrydesl9n parameters and READ NOTES ON MIS AND/NCLUDEDMREKNEFERANCEPAOEMII.7419 V. OVISVOISBUOREUSE Design vaild for use. onlywilh MRek connectors. Ws design h based only upon paomaters shown, and is for an Individual WIdln0 component• Appikabilty ofdedgn paomelersmd proper lacagoorallon otcomponent h respomibllly of bldhg designer- not buss designer. gracing shown 6torlalemilsuppodolbdivklualwebmembmrs y. Additional tempaaytxacbxl to Inake skrbllty dUMg consbuefka bfhe resl»raib611ty of the erector. P4di9orwl punnmenl bracirq of ltm oveNlslrucMets the responslWlN of the bAtling designer. For OemtralgVdmce regaNnp MiTek' fabricaliort quality ..ntrol. storage. delivery, erection and bracing. consul)ANSI/TP11Quality Crllerla, DSS.69 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from ➢=Rate institute, 781 N. Lee Sheet Suite 312. Alexanddo. VA 22314. Tempe, FL 331110 Toly, toss mss ype Oty y 6Y Gnnn Callon 111 wah P..Is Ts]9]419 M11323 GRB HIP 1 1 Jo bReference Chambers Tmsslnc., Fort Piarce R. 349B2 ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-aMWIXxLg5N8QOgZSBODCYbh_Ndbll4Rzs63VEZgU?1 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3= 44, 3-7=-107(F=-63), 7-9— 44, 2-15=-20, 10-15---49(F= 29), 8-10 20 Concentrated Loads (lb) Vert: 15=-555(F) 10_ 555(F) Q WARNING -Vortlydest9nparamnrersand READ NOTES ONMISANDINGLUOEOMREKREFERANCEPAGEMit-]4]3rvv. 02/WOISSEFOREUSE Design volkl for use oNy with MIIek connectors. lNs dWgn b based only upon P,chretemsh.wit. and b for on Indlvldual building component. ®` Appikougry of design pa ornefersandproper incotporation of component 5 respondWiry of WYItlUq designer -not Ins designer. &-clog snow- bfor lateralsuppodof BldMdual web members ordy. AddllMnaltempororyblw.#VfOhn-StOWltydudngcomtlwfbnbthelespor lltyolihe MiTew erreotor. Addlltonci permanent bradnn of the overall sinrc:Me fritter responslWiry of the bedding designer. Forgeneral gr4dmlce 1-UGrONO faMoallon quollry confrol, xlorage, dnllvery, orcctlon OrW bracing. consWt AN51/TP11 Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke Earl Blvd �_ ........... .. ....m..vn amm Njas pate IruiBute,781N. Lee Sheol, Sinter 31 Z Alaxamldo. VA 22314. Tampa, FL MD TRUSS 76797420 Refer to MTek "TOE -NAIL" Detail for connection to supporting carrier truss gyp all applicable jacks on this job) 30 = LOADING (Pat) SPACING 2-0-0 CSI DEFL In (too) I/dell L/d TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(-L) -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HorzCFL) -0.00 3 n/a rva BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 20 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=12210.8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz2=66(LC 8) Max Upllft2=-143(LC 8), 3=-29(LC 5) Max Grav2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:7.9 PLATES GRIP MT20 244/190 Weight: 8lb FT=O% BRACING TOP CHORD Structural mod sheathing directly applied or 2-0-0 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.OpsY h=1411; B=52fh L=301; eave=Gft; Cat. 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 chard live load nonccncurrent 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 my 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 1431b uplift at Joint 2 and 29 In uplift at Joint ,,` %'ttt,\,PSI I 6)'Semi-rigid pitchbraaks Including heels' Member end fixity model was used In the analysis and design of this truss. �� O\v,.......... E I LOAD CASE(S) Standard Al �S.40R(O,. .,11S;ONM-11C`�� FL Cert. 6634 . January 29,2015 AWARMNG-Verttydesign paramoters and READ NOTES ON THIS AND INCLUDEDMMEKREFERANCEPAGEM/l-T4" rev. OW6/20/56EFOREUSE. Design valid for tae only with MITek connectors. This davgn is based only upon parameters shown. and is for an hdlvidual Wllding component. ApplkabBlly, of desgn parameters and proper lncolpotaeon of component k respam6Yllty of buff&V desIgner - not teas d"OneT. &acing shown LsfmloleialsuppodofWftduaiwenmembersoNy. AddfbrKillemporawtfar.Ing lokwnesIa 11ydudngcontlluc%Dn 5 the resporNbBilyof the MiTek' ereclar.AddIllonal permanent haling of llw overall slmcium h the respmurdllly of the bu0d0q dedgmr. forgemral guldanou w9arding fobdoollon, quality control, storage, delivery, erecllon and hachg• conwlt ANSI/TPI1 Quality Cdlerla, DSB-89 and BC51 Building Component 69D4 Parke East Blvd. Safety Information wariable from Trm Rate imfllule, 781 N. Lee SkeaL Suite 312. Alexandra, VA 22314. Tanga, FL 3391D 76797421 MONO TRUSS Scale=1:11.2 3x4 = d-0O LOADING (psi) SPACING 2-0-0 CS] DEFL In (too) Udell Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 361) MT20 244/190 TCDL 7.0 Lumber Increase 1.25 SC 0.26 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 14lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. MlTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide REACTIONS (lb/size) 3=69/Mechanlcal, 2=18510.8-0 (min. 0-1-8), 4=36/Mechaniml Max Horz2=103(LC 8) Max Up1lft3=-82(LC 8), 2=-188(LC 8) Max Grav3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.OpsF h=14ft; 6=52ft; L=34fh eave=61t; 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 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1111111/ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82lb uplift at Joint 3 and 1881la upl III at Joint o0%NS A. 2. -t 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. ��p\,.\C ENS' LOAD CASE(S) Standard• 3938 i ATE :-�/ "AZ OR1�P�jN�p`• SS�ONA� %% FL Cert. 6634 January 29,201! ®WARNING. yedlydosign parameters end READ NOTES ON TNISAND INCLUDEDMWEKREFERANCE PAGEMII.2413mv. 02/76 ISEEFOREUSE ■■■ DeNgn valitl fon¢e only With MRok connectors. M design is laced only upon t Olnelem shown. antlkfor an NtllNduul bulldrp compogsho Iff PnplkabAlN of design parameters and POW acomoration of romponenl is responsibility of building designer- act fats deslgnef. BracBq shown ` hfor lateral suppod ofIMIWdual web members only. Addllb temporarybma qto Smaestab6itydu gcomt=tc htheresPOmtAlityofthe eraclor. Addlio�porm<mentbracingOf the overdtslmcMeisthe raspom810ityOfthebu6drgdeslgner.Forgeneral gddOncanrpading MiTek' fabrication quality control, storage, dellVeN. erection antl bracing, consult ANSI INI Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Sorely Information avdlOtAo from ➢sue Role kslilule. 781 N. lee Street. Suite 312 AlexarxLW. VA 22314. Tempe. FL 33810 fuss truss type Dry P=G,.hC.a,,,InhJob T67974M11323 J6 MONOTRUSS a Chambare Trss Na, Fod Pierre FI. 340a2 7.aee a sep n wrz mueamuusmss, In.. 29 . ID:1P6jtzj7xSx_c_fxi4uzgyuFUG-Wle3ydNwdP7sfJzxZc2hHzg3fBlgDRfkOAbAZ7zgU79 Scale =1:14.5 3x4 = 6L LOADING(psf) SPACING 2-0-0 CSI DEFL in (]cc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Ved(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Ved(TL) -0.16 2-4 >418 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n1a BCDL 10.0 Code FBG2010/TPI2007 (Matrix) Weight: 20lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. SOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends Ihat Stabilizers and required Gross bracing l be Installed during truss erection, In accordance with Stablllzer Installation guide REACTIONS (lb/size) 3=117/Mechanical,2=246/0-8-0 (min. 0-1-8),4=56/Mechanical Max Horz2=141(LC 8) Max Upllft3=144(LC 8). 2=-218(LC 8) Max Grav3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; VUlt=165mph (3-second gust) Vasd=128mph; TCDL-4.2psf; BCDL=3.Opsh, h=14ft; B=521t; L=3411; eave=61t Cat. II; Exte C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �1111111/, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at Joint 3 and 2181b uplift at ,,,`S%% A Joint 2. 0 „ ,u 6) °Semi -rigid pltchbreaks Including heels° Member end fixity model was used in the analysis and design of this truss. % 0 , V`G E N�1 � LOAD CASES) Standard Vir r ATE ORIV NA1 ?tv;• lnnnn�` FL Cert. 6634 January 29,2015 AwARNING-VeNrydeslgnpammefareand READNOTES ONTHISANDINCLUOEOMIfEKREFERANCEF'AGEMII-74TJmv.OMMOF58EFOREUSE R Design valid for use only with Mgek connecloa. This design Is based only upon Parameters shown. and is for cn lncilvidual Wetling component, AprAlcabAly of design crannies and proper low parallon mu of copond 6 wtx resporllty of building designer- nor truss designer. Braclrsg shown p iiii��YYYY■ Is for lateral suppod of B dMLIol web members only. Addlibaal temrwrmy bracing to Nvae doacry durhrg coadfnx:lbn Is the msponsibli yof the WOW .realm. Ar IIIIonlpeimmlenrbraClrpofIII ...folistmchnehthe MesansbllllyollhebiAmfpdeslgner.For 9maml'dulaxemgafding fobllcollon, cunt control, storage. delthery, erection and bracing. consult ANSI/1711 Quality caltatla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety INatmallon ovagaNe from Truss Pate madilule, 781 N. lea Street, suite 312. Nexandtlo. VA 22314. Tenpa, FL 3M10 M11323 TRUSS 3x4 = Scale=1:17.7 8-0-0 LOADING (Ps!) SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP MT20 244/190 TCLL 20.0 Plates Increase 1.25 TC 0.51 Ven(LL) -0.15 2-4 >613 360 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0,37 2-4 >245 240 BCLL 0.0 ' Rep Stress Incr YES WE, 0.00 HOrz(fL) -0.00 3 We Na Weight: 26lb FT=O% BCDL 10.0 Code FBC2010/1P12007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc Putting. TOP CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quids REACTIONS (Ib/size) 3=163/Mechanlcal, 2=30810-8-0 (min. 0-1-8), 4=76/Mechanical Max Hcrz2=179(1-C 8) Max Uplllt3=-203(LC 8), 2=-250(LC 8) " Max Grav3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (ib) - Max. Comp./Max. Ten. - All forces 250 (1b) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165MPh (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52fl; L=34f1; eave=611; Get. II; Exp C; Encl.. GCPI=0.18; MW FRS (directional); Lumber DOL=1.60 plate gap 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 20.0psl 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203lb uplift at Joint 3 and 250lb uplift at Joint 2. 6) 'Semi -rigid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,,%%%, .s �A41 ,�.` Z� 6 E N 0 3931 FL Cert. 6634 January 29,2015 ®WARNING. Vertry✓oalgn paramete, and READ NOTES ON THISAND INCLUDED MMEKREFERAUCEPAGEMU-7473 ray - off" it"'BEFORE USE �• Deice valid for use only with Musk connectors. lots design b toned only upon paromelemsllown, and Is for an IndlY,dnal baidlrgl component. Appileablity, of de5gn poemeters and Veper Ncalpration of compommt Is responsU y of bx0dlrq designer -not trans designer. Spacing Shawn cfepm�fthe,0leryo ur.Fegacof lM reat, Addll eranenttbacin0oheoerdlSWc imr$ordl tI dGUingdrsigner.or8rnauidcemoell o MiTek' fabdcalion, quality control, storage. delivery, section and bracing, consult AN31/iPl I Quality Ctlleda,DSB-S9 and SCSI Building Component 6904 Parka East Blvd. s„mw mrom,eilen avajabe from inns Rate InsBiule. 781 N. lee Street. Sulle 312. Alexandra. VA 22314. Temp., FL 23610 Job Truss Truss Type N ply 62.grand Carkon III wan porch T679]424 M11323 KJ8 MONO TRUSS 4 1 Job Reference (optional) Chambers Trues lno, Fort Pere. FI. 34962 r.scu s sap v zmz muexinousmes,mc. nu on zs w:rr:w ;.a rap., ID:Lcg54J1LuEencmZr40b7WMyuFUF_xBRA2OZOi7jHTY87JZwgBDMBak6yo7ufgKj6ZzgU7u Scale= 1:20.8 3x4 = 3x4 = 741-4 3-11-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plales Increase 1.25 TC 0.29 Ved(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Verl(TL) -0.15 2-7 >850 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 HOrz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight: 44 lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-0-0 or; puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MlTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=164/Mechanical, 2=411/0-11.5 (min. 0-1-8), 6=499/Mechanical Max: Horz 2=244(LC 8) Max Upllft4=-204(LC 8), 2=.325(LC 8), 6— 278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1117/488 BOT CHORD 2-7=-656/1112, 6-7=-656/1112 WEBS 3-7=0/336,3.6=-1221/721 NOTES 1) W Ind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14g; 13=521t1 L=34ft; eave=6ft, Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a telling and Is not intended for use where aesthetics are a consideration. 111111111 ! bottom chord rent th r live loads. 4) TTis truss has been his truss has been designed for a Ined for a I Olve load of 20. psf onlive the bottom chordrIn all alreas where a rectangle 3-6-0 tall by 2-0.0 wide will ,��I__IttsI1P.S A. fit between the bottom chord and any other members. �� `v'• G EN 5) Refer to girder(s) for truss to truss connections. �� ; • V� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2� and 278lb upllit at joint 6. 39C: 7)'Semi-dgld pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). ATE /ONA1-E �% P1111111111111 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1-25 Uniform Loads (pit) Vert: 1-8=.44 Trapezoidal Loads (pll) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=40), 2=2(F=9, B=9)-10-5=56(F=18, B=18) FL Cert. 6634 January 29,2015 ®WARNINO- yedlydfnXmmeferaand BEAD NOTES ON THISAND INCLUDED MITENREFERANCEPAGEMI/-74"M.. 0211MOIS BEFORE USE. ■ Design scuff for useonlywlth MBekconneclom Ills design hbased oNyuponparamelersshown, and is for onindivldtwl buildlno component. of designcOm�ntisTmOOssRrYlry of Mrldhg designer-nottnrssdesbnet&acing shown oN AdtllibOf I�lcooelaly sappo y po ry IclrmtolnwrestaMltydlnYxsconstruction Isthe ronatOryofthe tlNlamtlud web memt�iers WOWmentor. Addlllonal penlog nanenl Morning ofthe overall structure Is the mspondblIty, of the bul designer. Forgeneral addanc r regarding fabdoallom qr lityconkoL slomge. delNery. elecllon a Uachg. coradt ANSIRPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Perks East SIM. safety INomiallon avoluble from ins Rate kss111ufe. 781 N. Lee Street, Sutte 312. Alexandit VA 22314. Tenpa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 �/Tldr , I For 4 x 2 orientation, locate plates 0-14 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION -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/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 1 6-4-8 I dimensions shown in sixteenths scale) II----'--�I (Drawings not to scale) C 0 U o_ O 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 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing• is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. Of U 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. S. 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 otjoint locations are regulated by ANSIPPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. mosture 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 heated. or green lumber. 10. Comber is a non-sfructural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load defection. 11. Plate type. size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used sholl be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be Sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior © 2012 MiTek® All Rights Reserved approval of an engineer. 17. Install and load vertically unless indicated otherwise. wig MiTeka MiTek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 Ia. Use of green or heated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. COMPLETED ON: 1 10-16-15 DESCRIPTION: §ORVEYORS NOTES: BEING ALL 4 S. GRANADA LANE, OF M 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF SPANISH LAKES PHASE OF ST. LUCIE COUNTY, 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE 1, FLORIDA. o LOCATED UNLESS OTHERWISE SHOWN. ? M 3. THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO We THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: �.- 12111CO283 J, EFFECTIVE DATE FEBRUARY 16, 2012. o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE =FINISHED FLOOR ELEVATION y „ SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE to CENTERLINE OF S. GRANADA LANE HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT 0 = DELTA OF CURVE OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. EXISTING PERMIT 6-5 F a St. Lw;la Co. FL Danz LR4t Append EXISTING OCT 10 2015 MEDITERRANEAN BOULEVARD SOUTH 20' ASPHALT ROAD SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. DATE: 10-16-15 Surveying • Mapping • Consulting DRAWN: CJM*LBf7280 619 SW Biltmore Street Port St. Lucie, Florida 34983 JOB NO.: Phone: (772) 340-7770 15-2199 Fax: (772) 340-2250 CERTIFIED TO: WYNNE BUILDING CORPORATION K:\BUILDERS\DWG2015\15-2199.dwg, 10/16/2015 4:05:37 PM ALEXAND J. PIA Profewlonal um r & Mapper Florida Certl6oate No.: 6330