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OFFICE USE .0 SECTION ZONING FLOOD ZONE CONST TYPE WATER LAND USE LOT CVG 7o TAZ NO. FIRM MAP # 1ST FLR ELV MAX HGT OCCUP TYPE I I MAX OCCUP I I # OF FLRS SEWER I I SPRINKLERS I I STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT (before 1/90) 1/90) REQUIRED ADMINST LIBRARY PARKS VARIANCE t.J IMPACT FEE IMPACT FEE REPORT PUBLIC BLD HABITABLE CODE IMPACT FEE AREA „ SCHOOL GROSS ROAD CREDIT Y N TOTAL ROAD IMPACT FEE d IMPACT FEE IMPACT FEE DUE SCHOOL CREDIT Y N - = _ - - - - - - _ _ � TOT.L SCHOOL ACT IMPCT FEE _ - - - IIv1 PA CT FE E ! POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MIS C FEES ADDITIONAL Y N SPECIFY TOTAL of ALL PERMITS FEES REQUIRED .;::....:: . :.. _ REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE REVIEWED BY EXAMING DATE . �� V/rw COMPLETE C� INITIALS OFFICE SE C�NI: : CIS I `� �c3:��1' DATE FILED PERMITN, cBER: PLAN REVIEW FEE:— RECEIPT NO.: n1 9 CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED JL\E CpG St. Lucie County Building and Zoning q `^ /V 2300 Virginia Avenue /V,D Ft. Pierce, FL 34992-5652 Q �ORID �t 44% CO 772-462-1553 Unty APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SI TE ADDRESS: " 2. S/D NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: c�C�n�l•ii I ot-�ti� , and 4. LEGAL DESCRIPTION (attach extra sheets if necessary): i on cr-7Ci�T �L R S. LOT 6 7. BLOCK 5- PLAT PAGE NO. NO. BOOK NO. 9. PAR /SQ FT. LOT DIMENSIONS ZE _ ACRES PARCELSIZE: 10. OF CONSTRUCTION SETBACKS (ACTUAL) FRONT: B, ORWORKACTIVITY: $inctle family reside -ems C�a��SZ \� 1 RIGHT: \`10 ID Q� L SIDE TRUCTI ON (Check all aPpropri to oobJ 12. TYPE OF CONS a OV AT i N I INTERIOR RE ITION INT D [] N SAD XP AN S I O E STRUCTION INDUSTRIAL k] NEW CON [ ] CO1vIlv1ERCIAL [�'� k ] RESIDENTIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 15. Sq.Ft. 1st Floor: 14. Sq. FUCONSTRUCTION: 1 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the indi value of construction if it is demonstrated that the submitted figures are not consistent with similar types of consruction activities. If the value is $2500 or me RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 CERTIFICATIOi�: OWNER INFORMATION NAME: _ + ADDRESS: 9000 S'-_ TJSJ_r ZIP CITY: STATE: FL HONE (DAYTIME): (7=) 8 7 R 5 S 1 3 - email: P IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): STATE: WE CONTRACTOR INFORMATION ST. of FL REG./CERT #: ^^^^ 1 S 9 9 ST. LUCIE COUNTY CERT #: a a a 919 BUSINESS NAME: Wynne Dey1 m n QUALIFIERS NAME: ADDRESS: CITY: Drirt St T ,ci P STATE: PT ZIP 3 d A S 7 PHONE (DAYTIME): (a 7 R 7 R - Sg L3 FAX NO. 17 � �.1 s� 7 s� _ 6 Fi ti email ARCHIT/ENGINEER; ADDRESS: CITY: a tijart PHONE (DAYTR%4E): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: STATE: FT STATE: ADDRESS: CITY: STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60�s_ after notification it will be voided and returned to you by mail. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit a - work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separal may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to ano residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEF RECORDING YOUR NOTICE OF COMMENCEMENT_ NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF TF PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE AT"TAC CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS S TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all will be done in cc with all applicable laws regulating construction and zoni WNER7CONTR SIGNATURE CO�iTRAC G1ATLTREv =' Q STATE OF FLORIDA COUNTY OF ._St _ T.,, c .e The foregoing insVment was acknowledged S before me this ' day of 20-& by M a t c h Aw LTA,@ __,JTff4p is personally know to me or who has produced as identification. STATE OF FLORIDA COUNTY OF t—Lia,_e The foregoing ins ent was acknowledgi before me this _ day of A&vir, 20_�Y,1 Matthe�l e,j� who is personal known to me or who has produced as identificat Signature of No y Type or Print Na DOROTHY ANN BASKIN Typ ` ooaY P�, DOROTHY ANN BASKIN SPRY PUB ' �� lP : ;=o� °�; N r blic - State of Florida Co _ NotaryPublic - Stats&Wh Commission No. _ ? $• Expires Oct 2, 2016 ? • „ • yComm. xpues—Oct 2, 20' OFF��Oe` Commission # FF 015226=;;j,,,,11„0�0;= Commission # FF 015226 � 9l Q��. %., F v' Bonded Through National Notary Assn. °P F` Bonded Through National Notary A NOTE: TWO ( EQUTIiE . EACH SIGNATURE THIS BULLING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPE& THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. 05/19/2015 09:27 77287> v0r'L[1fz910 15:29 7711(56 WYNNE BUILDING CORP WYNNE BUILDIV, 3RP PAGE 01 / 01 PAGE 02/e3 SL Lucie County BuildMg & Zoning Depa rtraept 2300 Virg arch Avenue Fort tierce, FL 349$ 77.-462-2165 Fax772-4624443 Request for 30-Day Temporary Power Release Date: �l Permit Number; Property Address: � ,I r c.� � THE UNI)EASIGNED HMBY REQUEST RELEASE Of ELECTRICAL PO 9,R TO THE ABOVE DESCRIVED PROPERTY, FOR A PERIOD NOT TO EXMD TmRTv (39) I$Ay$,)p0 THEPURR SSE 01? bKSMG SYSTEMS AND EQUIPMENT V4 i.PREPATT�t FOR MAC, IIN'SMCTXON. IN CONSYJ ERATION OF APPROVAL OF TM MITES ` WE MAEBy ACKNOVirtEDGE AND AGREKAS FOLLOWS: I, This to-M)O pry power release is requested for the above stave purpose only, and'there.wiil be no occupancy of any type, other -than that V0r3snitttd by construction during this timo pexlod. 2.' As witness by our signatures, we hereby agree to abide by all Unw and condifiP A& of this IS= -meta , includigg Buildiar,1xvision Poiisy, wbJeh 4 IbCer p wated herein by refferzaeq. 31 �l�l conditions and requirements 11sted An the ti@tached dvcumeut entitled "Requ iremen" for 50 DAY Pourer for Teainet have been fWfWed and the prermiase 9s ready for COa llanee inns]Wools. 4. All requests for an extBbsion beyond 30 days mu9t be made in wrdt og to the Buiileling bfldc al stating the reason for ahe request Fewer r4my be remOved from the site and/or a Stop Work Order issuer! If the Final Insertion has not been approved within 30 days. A fen of $100.00 will be required -to 114 the Stop Work otdea. WE IMREBY RELEASE AND AGREX TC HOLn HARMLM, ST. LUM COUNTY, AND THEIR EMPLOYEES FROM ALL LLA3XL TEES AND CLAWS OF ANY TyPX OF NATURE WHICH MAY ARISE NOW OR IN TIM FUTURU MIT OF TMS TRANSACTION, INCLUX)^I G ANY DAMAGE WHICH MAY BE INC[1OD DM TO THE DI'SCOM)ECnorq OF EL:i MXCA R INT THE EVENT OF VIOLATION OF TIUS A.G EMENT. 04/08/2015 15:36 7728787656 06/18/2014 15.29 7728787656: WYNNE BUILDING CORP WYNNE BUILDING CARP PAGE 05/06 PAGE 02/03 Date: Property Address: St Cube County Building & Zoning Deparow et 2300 Vir&k A"mue Fart)nerce, FL 349 U 772 462-Z165 Fax ir2-4f2.6443 Request for 30-Day Temper Power Uease N Wrmit Number: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERXOD NOT TO ERCERID 7( HMTY (30) DAYS, FOR THE PURPOSE OF TESTJNG SYSTEM AND EQUIPMENT IN PREPARATIONFOR MAL jNSpF,C XON. IN coNsIDEkknoN OF APPROVAL OF TM REQUFST WE EMERY ACKNOWLEDGE EDGE AND AGREE AS ]FOLLOWS: 1. -'his tetttpozary power release Is r, quested for the above statsd porpoee only, attd'there,will big no empancy+ of army %pe, Other •thast tit perWtttd by c®nstruc"On during this time perciad.- 2- A,a'avitaess by oar signetturea, we h=by agree to abide by ell term and condibuns of this agromunamt, including Bugdkig Mvidon Policy, wWcls to iucoxporaked bergs a by refereum 3. Aril eanditiam and requirements fisted An the attached document entitled " YtequjKemernts gar 30 Day Power for TestirtW'• have bmta 4ilIf➢led and the prenfise is ready AM C=Pliwe Inspection. 4. All requests for an extension beyond 30 days mu& be made hk w4dog to the Building Offs kat sta?ing the real for the request. Powac maybe ro�mv vcd from ties, site andlor a Stop Work Order %smsed of Om Finp6 Inspection t,-a not been approved within 30 days. A fe2 of $100.00 will be regmdred-to, lift the Swap Work O der. WE IMREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR 9MPLOYB ES FROM ALL I EAMLITIES AND CLAMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THEFUTURE OUT OF TInS TRtANSA CT"ION, INCLIIMNG ANY ]DAMAGE WHICH MAY BE INCURRED DUE TO THE IDISCOIMCTION OF ELECTRICAL PQWZR IN THE EVENT OF VIOLATIUK OF THIS AGREEMENT. _7 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) i FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST� LUCIE (772), C.A.: 5693 SOIL COMPACTION REPORT FAX (772) ASTM D 1557 and ASTM D 2922 DATE TESTED November 3, 2014 JOB # : 141971-1 PERMIT # 14080334 CONTRACTOR Wynne Development -Corp.- - JOB LOCATION 32 Silver Oak Drive Spanish Lakes I Port Saint Lucie, --Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION *PEN DRY MAX. DRY PE DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE COME I 1. N.E. 0" - 12" 40 110.9 114.8 2. N.W. 38 112.3 " 3. Center 36 111.9 " 4. S.W. 42 113.0 " 5. S.E. 40 112.0 Soil Description: Brown Slightly Clayed Sand In Place Moisture: 6.4 Percent Optimum Moisture: 10.4 Percent Max. Dry Density: 114.8 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required to Natural Grade. 6q er, P. 116.0 I I I I I I I I I I I W I I I I I I E 115.0—.i.—.. i..—..� ..—.i—..—i. H I I I T 114.0 P I I I I 113.0 C F 112.0—..—.�.—.. �..—.. ..—.�—..—I I I I I I R 111.0 �..—.I.—..�..—..�..—.�—.. i Y 7 8 9 10 11 a141�inf ¢:• t ucie County Building Department i4nishlakes.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Moisture - % of Dry I Julie E. Keller, P.E.: 683 11/05/2014 17:17 772589Gr'-�'11 KSM ENGINEERINGr PAGE 01/01 le0lkff KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. PALM B AC 561) 755 $45 pp,, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (58 6 $45-7445 www.ksmengineering.net MELBOURNE (321) 768-8468 FAX (569 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772 229-9093 G.A.: 5693 ) SOIL COMPACTION REPORT FAX (772) 589-6409 ASTM 0 11667 and ASTM D 2922 DATE TESTED November 3, 2014 JOB # : 141971-1d/ES/jl PERMIT # 14080334 CONTRACTOR Wynne Development Corp. JOB LOCATION 32 Silver Oak Drive Spanish Lakes I Port Saint Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 124' 40 110.9 114.8 96.6 2. N.W. If 38 112.3 'I 97.8 3. Center 36 111.9 if 97.5 4. S.W. 42 113.0 if 98.4 5. S.E. 40 112.0 "' 97"6 Soil Description: Brown Slightly Clayed Sand In Place Moisture: 6.4 Percent Optimum Moisture: 10.4 Percent Max. Dry Density: 114.8 P,C,F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimy��4L�'[P�• d�,,B 116.0 1 W ! ! E I G i I H ! ! .T. 114.0 P 1 I 113,0 —I— P 112.0 I _ - I D s Y 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED NOV 06 2014 County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 86o / Julie F. Keller, PE.: 68366 05/26/2015 12:52 7728787656 WYNNE BUILDING CORP PAGE 02/03 Professional Insulators of South Florida RTC Insulation Installation Certificate To: St Lucie County Date: Aril 29, 2015 Re: Lot/Block: Address: 32 Silver Oak Drive Project: 6......:_..4-11-A - f6o..A.aa.n dnanrihaA nrnnPr�iV 9C fn11AwC' 1 nu K DAgAmwu uC•1 V.iJJ '-A aauw a 1.. )Exterior CBS walls have been insulated with: Thickness in inches: Manufacturer: Density: R-Value: 2. Ceilings (level) have been insulated with: -• Thickness in •inches;.- — Manufacturer: -- -- -- -- Fj Foil R 4.1 1019, Owens Corning ---- - X IRigid Spray -on Cellulose Fiberglass Blankets hock wool Blankets Aluminum Foil Board Polystyrene Other Spray -on Cellulose FjWrglassSlawao-- • _...._...__.... Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.511 X Fiberglass Blankets Manufacturer: Owens Conning Ignitions )Barrier' Density: R-Value: R-30 Fiberglass Blown 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 FIQ Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thiclmess 10 inches: 3.5t1' Polyurethane, Manufacturer: Owens Corning S ray-ou Cellulose Density: Open Cell SPF R-Value: R-Il 5. The fullowiam have been insulated: ib . •''"''" :'��;'�; 46 0"-M .• 1r �, o w iW?l�7 'w +q�„��.•� Wynne Building Corp�."� General Contract/Builder CDC1254041 Competency # Professloml Insulators of South Florida, Inc. Insulation Contractor ' TITAN - ADO CRIETII` Materials for Life' gMncret6 Delivery date Plant 04/1 /15 Customer no. 90004535 "Thank you - We appreciate your business" Ticket no. T:ORT PIERCE FT I-'IERCE, FL .3i�'r98;—' Truck Driver Truck size Type job 1 �s& ,4 _ OI LCINR I'� 1"p r L�ral�iE 1 Vt. l lj I DR T VEtJrj Customer name Zone Tax CD Tarmac projJCft� o Customer P.O. no. Order no. Terms code l Char a delivered 3-C.O.D. Time due q r �. o31 I c E tr.-}:� I S 9 / � t�i 2-Charge F.O.B. 4-C.0.1) -F.O.B. Delivery naTefand address` (;Ej(�N i .7 Lot Block County 32 SILVER OAK :DR, PORT. SAINT LUC:IE t r1,� � s Gt 1_1 o Arl t'-r_-� L3 Ll B iD 1171 'r 7� C i 11,1 t'tAl 1 1f� 9 1 ! 1 1� C?"' Instructions >. r w-.�. _ _.. — y .. Slump i�iEDITERR NEiAN, FRT .SILVER OAK DR 5. Ctl.1 Quantity Rroduct UifV! I Unit price Amount s Load Cumulative Ordered Code Description .10. 010 : 0. 00 1 E1 Ole CAF '1Z15 R 1 7125O0 0,57 1.00A 6M li;/Ypv7 FUEL SURCH6 . 1. 1710 81711; 0.14 E_NVTRON SURCrir CY CY L_D LIB ,r Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: / � Gallons of water added: t 57 Gallons of water added: / l Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly No.. i Authorized and received b ❑ Yes ® No ❑ Yes ❑ No 16 33t� 7 5 2- 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 rl ICTnKAGR f`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 rjuyer'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. I'or 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/2% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and Litigation including, but not limited to, reasonable attomeys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- 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 L'h cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for frill 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 ("AC I") 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 WITIIOUT LIMITATION THE WARRANTIES OF MERCIIANTABILITYAND 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 or 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 nit 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 watev,c.etent 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. 1.3. SEL,LER WiLL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR. ANY SPECIAL,, INCIDENTAL,, PUNITIVE OR CONSEQUENTIAL DAMAGES LNCLUDINC, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY,. WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR TIIE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TOTHE 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 - INJURIOUS TO EYES. CONTAIN'S PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE... WASH .EXPOSED AREAS PROMPTLY WITH WATER. MANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF C1-111-DREN. MATERIAL SAFETY DATA SHEETS QVISDS) ARE AVAILABLE AT WNVW.TITANAMERICA.COM. Rev'd 2-08 A4 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34962 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: !Li o-S-o334 JOB ADDRESS: 11 5, )el flCAk hL L BUILDERJCONTRACTOR: PEST CONTROL CONTRACTOR: - - bm de PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: o� 001`-I Chemicals used: -W l� Percentage of solution: t 03 Total gallons used: Date of Treatment: 14-0I -I 57 Footing 1't Treatment Re -Treat Driveway _ QI Treatment Re fiT� Gat Other �Q —,K'_15t Treatment Re -Treat Time of Treatment: a. i Slab Ist Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection SigAature olvExterminator Note. There must be a completed for for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Cerlaf' icate of Protective Treatment for prevention of termites A weather resistantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy far the person the permit is issued to and another copy for the bullding permit files The Treatment Certificate shall provide the product used, identity of the appllcator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment. If the soil Chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final bullding approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 3L&° )' RECEIVED APR 16 7915 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 I CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:, �'� 0 33 3 y JOB ADDRESS: 3 S i l V� (�� , E� SL _ 3 � � z BUILDER/CONTRACTOR: �� a Con e/ G PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. 5 Square feet if area treated: �� Chemicals used: 6 - Percentage of solution: n �� Total gallons used: J` Date of Treatment: y ' Time of Treatment: A - ®o Footing 1a Treatment Re -Treat Driveway 11 Treatment Re -Treat Other 1st Treatment Re -Treat Slab �1e Treatment Re -Treat Pools tat Treatment Re -Treat Perimeter for Final Inspection � J Signature of Exterminator Note: There must be a completed form for each required treatment or re -treatment and thls form mustbe on the job site to be picked up by the Inspector at time of each inspection or the scheduled inspection will fall and a re-inVeC on fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued in and another copy for the building permi't files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment if the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed pr1or to final building approval. St l.ucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant Customer Code: Customer Name: Customer Job Number: Project Code: Project Name: Project P.O. Number: Ticket Date: Delivery Address: Delivery Instructions: Order Code / Date: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: N Truck umber: Driver Number: Priver Name: End Use:: ; 7 LOAD CUMULATIVE � ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY t Cash Check #/Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check I I Without Standby Charges: Comments: WATER ADDED: 61 GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB ,6INE CROSSED ROSSED AT OWNER'S/AGENT'S REQUEST: Sri SIGNATURE El LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates hero�,in by reference Buyer's previously execur` ",redit Application, if any, Seller's Standard Terms and Conditions, Seller's Quot, i. if any, and Seller's Order Confirmatiol -luding limitations of warranties), as if fully set forth on this Delivery Ticket ("Ag_ __gent"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. ,. ± AGGREGATE / CEMENT / CONCRETE PRODUCTS / FEY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement. masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including .li.m.eston.e, dolomite, granite, volcanic rock., sand, gravel, and. other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eve burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burins of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable N10SH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water foT 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega include comp referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estindar, condiciones del vendeclor, propuestas del vendeclor y orden de confirmaci6n del vendedor (con limitaciones y arantfas), como acuerdo total del ticket de entrega ("Contrato"). El vencledor proveerd los terminos estandares y condiciones detai- nlados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en cl mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENiZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, d.olomita, granito, roc:,a volcanica, arena, grava, y otros materiales silicios. Estos prodr:[ctos incluyen cenizas volantes (fly ash) fa coal puede contener mds'de Q.025% de silicio cristalino. Peligros: Mezcla de cemento"fresco y/o cenizas volantes pueden causar irritacion en Jos ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratori.a. Po.lvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y to.mar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en to nariz, garganta y puhnones. Acudir inmediatamente al medico. El riesgo en la satud depende en la duraci6n y el nivel de Ja exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos rods de los limites recornendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para rods informaci6n vi.sita www.cemexusa.corn. JOSEPH E. SMITH, CLERK C" JE CIRCUIT COURT - SAINT LUCIE COUNT' FILE # 3985554 OR BOOK - -•< PAGE 2583, Recorded 08/15/2014 at`• :11 AM AFTER RECORDING -RETURN TO: PERMIT NUMBER: I 1'I::•5n• 6uu.0 •ul far,:: •irdiw.�:: I� f NOTICE OF COMMENCEMENT The undersigned hereby given notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:. 3 4 3 4 — S 0 1 — 17 01 — 0 0 0 9 Spanish SUBDIVISIONS_ tBLOCIC TRACT LOT BLDG UNIT Section 26 Township 36s Ranae 40E 2. GENERAL DES CRIPTIONOFIMPROVEMENT: single family residence 3. OWNER INFORMATION: a.Name ray n Ri 1,3' 13 rorpo-At on b.Address 8000 S US11 Suite 402r PSL, FL 34952c.interestmpropeny d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1 Suite 402 PSL FL 34957 772-87A—SS1'1 ^ 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 as provided by Section 713.13 (1)(a) T, Florida Statutes: 201-8418 NAME, ADDRESS AND PHONE NUMBER:DO UC3 .Brantley 1 Silver Oak Dr. PSLr FL. 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , _.20_ Matthew Lyle Wynne Vice -President 1�Jor � Signature Of Owner or � Print Name and Provide Signatory's TilIdOMCC Owner's Authorized OfTicer/Director/Partner/Manager State of Florida County of St 111rie' The foregoing instrument was acknowledged before me this day of .20 ' By Matthew Lyle Wynne as VEC6 KeS�Di (Name of person) (Type of authority...e.g. Owner, officer, trustee, attorney in fact) ForWynne Building Corporation F (Name of party on behalf of whom instrument was executed) Personally Known w or produced the following type of TD: DGROTHY ANN BASKIN �Q rp t• Notary Public: • Stall of Florida �O�o���i� gJf)'SK r^I '_ • •; My Comm. Erplraa Dal 2, 2010 15 fy do Com hro It n • FF Noury A (Printed Name of Notary Public) (Signature of o ary Public) !" �;IFi(�;�'• BondadThroughNalbnal Notary Assn. i Under penalties of perjury, I deal re that I have read the foregoing and that the facts in it a true to the best of my knowledge and belief (section 92.525, Florida of Owner(s) or Owner( s)' uthorized Officer/Director/Partner/Manager who signed above: By: By r R. ousmamrt %. d,.n I r STA i: 0f FLO01IR0r1A ST. LUCIE COUNTY W,t-AE BUILDING CORPOM. i10N 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Miami Division Port Saint Lucie Miami RECEIVED SEP 05 20# September 5, 2014 To: St. Lucie County Building Dept. Attn: Lydia Re: 32 Silver Oak Permit # 1408-0334 Hi Lydia, here is the revised lot layout that you requested for this permit. Thank you so much! Cheri Telephones: Port Saint Lucie (772) 878-5513 ,I Miami (305) K: ' I St. Lucie County Building -& Zoning 2300 Virginia Ave IW111 Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub-contractorsfor'the (Company/Individual Name) project located at (Street address or Property Tax D #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade -.Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFc057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496' RC29027087. Gas PERMIT J NUMBER: LtCo_ ISSUE DATE: PERMIT # ISSUE DATE PLANNING & DEVELOFMNT SERVICES Building & Code Compliance Division RUI)WING PERMIT SUB -CONTRACTOR AGREEMENT St_ Lucie County Contractor Certificabon Number. 2 0 4 5 State of Florida Certification Number Wapplicable): ER0 0 0 9 43 6 S&W Electric have agreed to be the (Company Name/Individual Name) F1 c-Ctri cal Sub -contractor for yyAne Development Corp. ('type of Trade) . (Primary Contractor) For the project located at (Project Street Address or property Tax ID #) y(-- It is understood that, if there is any ebange of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Departlment of St. Lucie County by Rag a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QU'ALEMR (Name oftb,Individual shown on the Contractor's License) P1''C TARYZ,,ED SIGI`TA,TURt7ES A,RE )REQUIRED Business Name: S&W Electric Address: . Coker Rd. City/State/Zip: Fort Pierce, FL 34945 „- Phone_ ,(772) 454-6466_ email:_ - S Lawrence Stubbs IGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF 5S . )J lLl _ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS S*N DAY OF BY \-3S WHO IS PERSONALLY KNOWN :�±_ 0It HAS PRODUCED AS IDENTIFICATION. dl �MTVVOVN�OTAR�'VFUBLIC IrLw(a R 0A, &(&a PRINT NAME OF NOTARY PUBLI (STAMP) SLCPDS: I2/I6/2013LAURA R. CUBBEDGE •1 r j�794• := Commission # EE 209915 Expires October 21, 2016 80D385- pots 6aded 1tw Troy Fain Uisuance PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division a a qU BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: g F q f11 State of Florida Certification Number (If applicable): CFC 1 4 2 8 4 5 8 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub -contractor forWynne Development Corp. (Type of Trade) 2 c(Primary Contractor) For the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ;�?�:•T.�I3�IZ<�EL� �iI¢i:.1'+_.�: Y �J:lhti;�i �l.�'��*,11�I7I����? Business Name: Lindquist Plumbing Address City/State/Zip: Phone: 3185 Sneed Rd. Wade Case SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF 4LA &-c4 S i , 201� BY bU A"lSE WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. (STAMP) r) rt'_o77 y A/vIn,l 12,4-Sk,,•J SIGNATURE OFJ OTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 ,.��R� P DOROTHY ANN BASKIN ??°t. Ue` Notary Public - State of Florida •e My Comm. Expires Oct 2, 2016 FI",,,,�?;� Commission #r FF 015226 •e OF Ft .� Bonded Through National Notary Assn. / l PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R ? R R State of Florida Certification Number (If applicable): CAC 0 2 4 3 7 9 Comfort Control of St. Lucie County, Inc. (Company Name/Individual Name) air conditionina (Type of Trade) have agreed to be the Sub -contractor for Wynne Development Corp. (Primary Contractor) For the project located at ?,� `\V.Q C�c, (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Comfort Control of St Lucie County, Inc. Address: 1 sol Ri 1 i-mnrP St City/State/Zip: _Port St. Lucie, FL. 34983 Barry Zimmerman PRINT NAME DATE STATE OF FLO DA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS S�-4DAY OF )4y G- 1 s-r , 20Z BY — ,6 AAi4t `f WHO IS PERSONALLY KNOWN t-"' OR HAS PRODUCED AS IDENTIFICATION. -L-� 0,2 O T KV Aix, 4j4sKrnj (STAMP) SIGNATURE O O OTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 �•.�ayP��,,, DOROTHY ANN BASKIN P°`, `A` Notary Public -State of Florida • My Comm. Expires Oct 2, 2016 �� �F OF F��PO,- Commission # FF 015226 Bonded Through National Notary Assn. 01/24/2014 09:44 77287E 16 WYNNE BUILDIhr- ^ORP PAGE 02/02 T,. PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Stye of Florida Certification Number (If applicable): _ IZC29027087 Treasure Coast Roofing., LLC _ have agreed to be the (Company Name/Individual Name) Roof a ng Sub -contractor for 1A nne Development Carp (Type of Trade) 2 (Primary Contractor) For the project located at " D � 4"--Q (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCpv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNAT "S ARE REQUIRED BusbessNatme- Treasure Coast;. Roofing, LLC Address: S City/State/Zip: Part St;_ Lucie, FL. 34984 Phone, (7 7 2) 3 4 3— 8 3 0 8 email: >3.ian Maloney SIGNATU PRINT NAME DATE STATE OF FiLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF � i �1�� , 20kq e By. � WHO IS PERSONALLY KNOWN ,i OIi, HAS PRODUCED AS IDENTIFICATION. (STAMP) SIGNATURE OF NOTAAY PUBL PRINT N,A MJE OF NOTARY PtPLIC SLCPDS: 12/16/2013 Ate' :R� ' ,d�c ROBERT J. BERQUIST * MY COMMISSION # DD 975578 EXPIRES: March 28, 2014 • OF F�p0. Banded Thlu Budget Notary Be," ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property:�j��\�V�� �G�� Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E (Tax ID/Legal descriptiorl/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 ne.ithe.r obliged nor tiab.te to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name;_ Prloperry Ownec SignaCure Date STATE OF FLORIDA, COUNTY OF St - Lucie ACKNOWLEDGED BEFORE ME THIS —S-t4 DAY OF %" Cl-OST 201-Y, BYMatthew Lyle Wynne WHO ISPERSONALLY KNOWN TOMEORWNOHAS PRODUCED AS IDENTIFICATION. �j l.fin� j ov-h[ y fi nl r� U A& r SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER �•�`a9��,� DOROTHYANND015226 Notary Public -St .• My Comm. Expires Commission # °Bonded Through Natio LU W> iw t„4 PRE RrJNT l GNjR IDF51 REAR .QD. �C SEP 5 - 2014 is -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: 3� Cj��V-Q� �C.� Permit Office: City, State, Zip: FL , - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ftz) 0 c. R= ft2 11. Duuctct s R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b! U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric allons 8. Floor Types (1446.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conserva 'o ire `, 0.900 b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 I. hereby certify that the plans and specifications covered by Review of the plans and 4 t%E Srq?, this calculation are in compliance with the Florida Energy specifications covered by this �y� Code. calculation indicates compliance � 'gyp with the Florida Energy Code. .•' �`` rrrrr;. '��..',=€ ,,•;.•. ,� PREPA Athis Before construction is completed DATE: this building will be inspected for 0 - 7certifyhat compliance with Section 553.908 I hereby bu5ing, s d si ned, ' i compliance Florida Statutes. with the Florida Energy Code. COD WE OWNE G BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 i ' 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 / V Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 __-_ 0 0 1 ROOF # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 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) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V #�Ornt To Wall Type Spate R-Value Ft In Ft In AcPa R-Value Fraction A sor_Grad ° 1 N Exterior Concrete Block - Int lnSROomsInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InSRoomsInBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InSRoomSInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsRoomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InSRoomSInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InSRoomSInBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS --- Supply ---- ---- Return ---- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ftz Attic 25 ftZ DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X] Jan [X Feb Heatingg E 1 Jan Feb Mar �XXJMar X Apr X� Appr May X Jun X Jul XMay Xj Jun Jul JXJ Aug XAu jXj Sep �Xj Sep Oct JXXJ Oct Nov X1 Novf�Dec IX X Dec Ventin [X1 Jan X Feb EX� X Mar X A r X Ma X Jun [X Jul lX� X Aug Se X Oct X Nov [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 c 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 4 ' e ENERGY PERFORMANCE LEVEL (EPL) ' DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= 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 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2. 7. Windows— Description Area c. N/A R= ft2 A. U-Factor: Dbl, U=1.30 114.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft2 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 • SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems_ kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF, Pstat 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 inspecti . OtheryAise, a new EPL Display Card will be completed based on installed Code cot' nt feat es Builder Signature: � Date: Address of New Home: �� �?�V-e��� City/FL Zip:---K-V 0, ZYTE ST1gTl> * $ a COD we *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. *`Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software M f Pro Job: ect Summa �- wrightsoft- � � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ 1446 1446 Volume �ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47'F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + Wrl t,iSOtt• 2012-May-1509:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: -�- wrightsoft@ Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-87B-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com eLroject intormation For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Htg Clg Infiltration Outside db ('F) 42 90 Method Simplified Inside db (*F) 70 75 Construction quality Average Design TD ('F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC530A 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 'F 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(13,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70, 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 .� wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /4C(� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AI n AAAC n4404 nnAn nA-7 QA7 I U I F1LO 1"D G 1 1 0 1 Z-j I t4 .7`f l J7 / Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 ^„ wrightsofta Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heaUcool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 IA-riomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 Vr12C-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-0sw 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 D 11J0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 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 2.18 282 276 702 602 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 204 204 554 174 80 80 217 68 C 16B-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 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 1 0 01 01 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:age 1 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 'CCP` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: 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: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft' 45.5 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 IW 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 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 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 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-Obw 0.097 2.72 0.85 0 0 0 0 56 56 152 48 C 168-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 11200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 14CC,"` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N • -�F wrightsoft° Right-J® Worksheet Job: Enure House Date: MAY 15, zolz By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.cam 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft' 52.5 W Ty Construction U-value Or HTM Area (ft� Load Area V) Load number (Btuh/ft' °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 L_G 2A-2om 0.B40 w 23.52 66.18 0 0 0 0 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 68 68 185 58 0 0 0 0 C 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 Appliances/other 0 1 0 24001 0 10 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 'CCP1 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N ++ wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft' 266.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/W'F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 L-� 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-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 IW 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 1213-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 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 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 10 Subtotal (lines 6 to 13) 63 ill 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 ill 4077 2231 15 Duct loads 1 22% 34%1 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 4 171 1 1231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wrightsoft' 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 ACC` E:\wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft' Right-JO Worksheet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.cam 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ftz 45.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft) Load number (Btuh/ft''F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 kN12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 01 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 VV 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 I� 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-2om 0.640 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 26 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 16 28 1421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 514 237 Air required (cfm) 1 11 21 1 241 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri fitsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 ACC` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft B.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cooi 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/W °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-riomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 WI 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 L-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.56 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 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 WI 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 - r--G 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 196 196 175 328 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 01 10 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 6451 633 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk wrightsoft" 2012-May-15 09:1ge 6 Right -Suite® Universa12012 12.0,04 RSU05864 Page 6 'CC'll" E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = 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. f MiTek' RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke gEast �Blvd. Customer Info: YNNNE DEVELOPEMENT CORP Project Name: 62' GRAND CAIiNbp-lII W1.s. S WPORCH Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL 44 G> ewe, Name Address and License # of Structural Engineer of Record, If there is one, for,A uir i�fg. Name: License #: J Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss , n ings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: Mi 0 7.3 Wind Code: ASCE 7-10 [All HeighII Floor Load: N/A psf Roof Load: 37.0 psf Wind Speed: 165 mph This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name Date 1 IT4938742 JA5 7/19/013 12 I T4938743 J A6 17/19/013 1 13 IT4938744 JA7 1 7/19/013 1 14 IT4938745 JA8 1 7/19/013 15 IT4938746 IA9 1 7/19/013 16 IT4938747 JA 17/19/013I 17 I T4938748 I GRA 17/19/013 J 18 IT4938749 1GRB 17/19/013I 19 I T4938750 J J2 17/19/013 J 110 I T4938751 I J4 1 7/19/013 11 I T4938752 J J6 1 7/19/013 112 I T4938753 I J8 1 7/19/013 113 IT4938754 I KJ8 17/19/013 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2015 IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. %0111111111j", . G�ENg. No 39380 -' :. S TAT O F ►nn�� FL Cert. 6634 July 19,2013 Albani, Thomas 1 of 1 Model: M11: fob Truss Truss Type City Ply 62' Grand Canton III with porch T4938742 M11323 AS SPECIAL 9 1 Job Reference (optional) Cthambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:08 2013 Page I D:2G IScwwyY5hnGhXVARzU kuyuF UM-U gOFQ GyiQO Kxh LwE V OEgVfgGaJgtpvYMxo_ts FywU u •1-0.0i 7-8-5 10-6-4 17-0-0 20-4-8 26-40 340-0 35-0-0 1-0.0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 1-0.0 Scale = 1:60.3 4.00 12 5x8 I 6 2x3 I I 2x3 I 7 4x6 % 3x6 ZZ 5 2x3 � 4 8 3x4 3 9 14 m1 2 10 11 N 5x12 MT18HS d d 4x10 = 13 12 3x6 5x12 = 2x3 II 2.00 12 i 10.64 2a 4-8 26-4-0 34-00 10.6-4 9-10-47-8-0 Plate Offsets X Y : 2:04-2 Ede 4:0-3-0 Ede 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.72 14 >558 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -1.47 13-14 >271 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(TL) 0.43 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 154 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=179(1_C 6) Max Uplift2=816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5281/3019, 3-4=4949/2747, 4-5=-4901/2754, 5-6=4974/2856, 6-7=-2341/1489, 7-8=-2314/1408,8-9=-2372/1395,9-10=-3052/1725 BOT CHORD 2-14=-2775/5007, 13-14=-976/2035, 12-13=-1520/2822, 10-12=-1520/2822 WEBS 3-14=311/333, 5-14=-247/266, 6-14=-1712/3155, 6-13=253/524, 9-13=-700/469, 9-12=0/272 NOTES 1) Unbalanced f live dered for this design. s have been lgust) ,,�0►11111//j��' 0 a165mph (3-second Vasd=128mph;.TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11, Exp Wind: ASCE 7-10; Vult SF•'.9?i �i C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ��,`�.'•�,� 3) All plates are MT20 plates unless otherwise indicated. �� T •• �`3a fd'O 39380 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = * j 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit. between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer -should verify capacity of—_ _ IZ bearing surface. 7AT E 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 0 •,• • ��: 10. "Semi including heels" Member fixity in the analysis and design of this .0 truss. �� •. 0 8) -rigid pitchbreaks end model was used R Standard �ss 0NA� ,% LOAD CASE(S) �_ FL Cert. 6634 July 19,2013 ®wARNING - Veri,N design parmneters and READ NOTES ON THIS AND INCLUDED M/7EKRSFSRENCE PAGE 1191-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vo able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33fi10-4115 1}SauthemPine�SP�lumberisspecified,thedesignvaluesarethnseeffettive06 0112013byALSC Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938743 M11323 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:09 2013 Page ID:2GIScwwyY5hnGhXVARzU kuyuFU M-ysaddcyKB iSoJ W Q3j Iv2tN P8j4OY17 WAS kQ P iywU u 8-111'I 16.0.0 'IB-0-0� 204-T 25-1'I-15 340-0 35-0.0 �100 1-0.0 8-11-11 7-0.5 2-0.0 2-48 5-7-7 Scale = 1:62.4 4.00 12 5x8 45 5 6 2x3 3x4 50 WB % 5x8 WB ZZ 34 78 14 N 2 9 10 N � I �I1 5x12 MT18HS = 13 b f d 3x4 = 12 4x10 11 3x6 d 5x6 = 2x3 ll 2.00 12 10-8.4 15-0-0 6-0. 20-4-6 25-11-15 340.0 10-6-4 45-12 -0-0 448 5-7-7 B-0.1 Plate Offsets MY): : 2:0-4-2 Ed a 3:0-3-0 Edge], 5:0-4-0 0-2-6 7:0-2-7 Ed a 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -1.28 2-14 >313 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.40 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 157 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. BOT CHORD 2x4 SP M 30 *Except iTek recommends that Stabilizers and required cross bracing be 2-14: 2x4 SP M 31 rinstalledduring truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 *Except* stallation guide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=-169(LC 6) Max Uplift2=816(1_C 8), 9=-816(LC 8) Max Grav 2=1305(LC 2). 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5263/3001, 3-4=-5128/3006, 4-5=4901/2767, 5.6=-2217/1393, 6-7=-2293M373, 7-8=-2301/1352,8-9=-3064/1741 BOT CHORD 2-14=2754/4988, 13-14=-1082/2265, 12-13=1021/2111, 11-12=-153612836, 9-11=-1536/2836 111111 / / 1j 67, 5-14=-1543/2851, 5-13=-388/171, 6-13=-151/496, 8-12=-819/564, WEBS 8 11 A, =0/309 ,%%% q /e ♦♦♦ NOTES �%��.••\G E N S'` '9 ♦♦i '� �•� `ri�a 1) Unbalanced roof live loads have been considered for this design. ••• ; ��� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat, 11; Ex� OFd 393 tf U C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. r ' 5) This truss has been designed for a 10.0 psf bottom chord live load honconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i . ATE .• •• A/ between the bottom chord and any other members. i 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of♦��(�'.C� R Q Q.'• ��,�, bearing surface. • ♦ is •....•• \G %% ♦♦j S/9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint �` 1� N Ai ♦/��O 1,,��� 9) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cent. 6634 July 19,2013 ® WARMNG - Verify design parmnetem and READ NOTES ON 7E/S AND INCLUDED b1/7W RBFBRENCB PBOB bfl/-7473 BEFORE USE. Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Satety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 IfSauthernpine�SP�lumber isspeci£ted, the design ualuesare t:hoseeffective06 01/20136yAL5C Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938744 M11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:11 2013 Page ID: WSJgpGwalPpeur6hk9UjG5yuFUL-vFiN2L_ajJiWYofpABnN7LSIXXiP09Vpem DXTaywUu �0+ 8-10-10 14-0-0 20.0.0 25.11-15 j 34-0.0 35-0.0 1-0.0 B-10-10 5.1-6 6-0.0 5-11-15 8-0.1 1-OO Scale = 1:61.3 5x10 5x6 - - 4.00 12 4 5 2x3 3x4 3 6 ,01 2 7 8 N I 5x12 MT18HS = d 4x10 = 10 d 9 3x6 zzz 5x12 = 2x3 I 2.o0 12 i 10-6-4 140-0 20-4B 2LI1-15 34.0-0 1 10-6-4 3.5-12 6-48 5-7-7 B-0.1 Plate Offsets X Y : 2:0-4-2 Ed a 4:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.63 11 >638 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.35 10-11 >296 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 147 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=-150(LC 6) Max Uplift2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2). 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5269/2981, 3-4=-4931/2758, 4-5=2137/1353, 5-6=2348/1397, 6-7=3031/1715 BOT CHORD 2-11=-2733/4998, 10-11 =-1 397/2758, 9-1 0=1 608/2801, 7-9=-1508/2801 WEBS 3-11=-371/412, 4-11 =-1 307/2558, 4-10=-783/392, 5-1 0=1 71/459, 6-10=-711/484, 6-9=0/280 NOTES 1) Unbalanced roof live loads have been considered for this design. 11111111/ 2) SDL=3.Opsf; h=14ft; B=52ft; af1 L=34ft; eave=6ft; Cat. II; Exp r, n C; Encl., GCpi=0.18;MWFRS (directional); Lumber DOL 1g60 plate p DOL 60 ,N,fi Ps e9 �1 3) Provide adequate drainage to prevent water ponding. �,•'\C•E N S • 4) All plates are MT20 plates unless otherwise indicated. ,%�% ,r\ V 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Live loads. ......... 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit O 39380 js between the bottom chord and any other members. : 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of -- bearing surface. = Ma: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint,: ATE 7. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, .0, ,�• • A, O Q;,• `_,�� LOAD CASE(S) Standard N�� ��jSs,O N A1- %,` �11111111110 FL Cert. 6634 July 19,2013 ® WARMNG - Verify design parmneters and READ NOTES ON 77IIS AAID INCLUDED EI =REFERENCE PAGE 11HI-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Informaflon vo able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610-4115 IiSauthemPne�SP�lumherissperified, the designvaluesarethoseeffectireOfi 03/2013hyAL5C Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938745 M11323 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:13 2013 Page 1.0-0 B-8-4 12-0-0 15-8-4 ID:WSJgpGwalPpeur6hk9UjG5yuFUL-rdpBTzOgFwyEn6oBIZprCjY7vKOxU8n554ieYTywUu 20-4-8 j 22-0.0 24-8-12 34-0-0 35-0-0 1-0-0 B-8-4 13 ;2 3-8-4 - 48-4 1-7-8 2-8-12 9-3-4 Scale = 1:61.3 5x6 2x3 II 5x10 3x4 = 4.00 12 4 14 5 6 15 7 2x3 2x3 6 3 13 1 2 9 10 ra I� 5x12 MT18HS jl d d 4x10 = 12 11 3x6 5x12 = 3x4 = Zoo 12 10.6-4 20-4-8 2+ 2-0-0 34-0-0 10.6-4 9-10-4 1-7-8 12-0-0 Plate Offsets X Y : 2:0-4-2 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.61 13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.31 12-13 >306 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 154 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 *Except* MiTek recommends that Stabilizers and required cross bracing be 9-12: 2x4 SP M 31 installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 Installation uide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=130(LC 6) Max Uplift2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5279/2992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5-6=-2467/1511, 6-15=-2476/1519, 7-15=-2476/1519, 7-8=-2545/1492, 8-9=-2889/1683 BOTCHORD 2-13=-2744/5007, 12-13=-167313161, 11-12=-1152/2370, 9-11=-1467/2678 WEBS 3-13=362/404, 4-13=-910/1686, 5-13=255/754, 5-12=868/517, 6-12=-260/228, 7-12=294/365, 7-11=-289/642, 8-11=-480/467 TES A�f 1) Unbalanced roof live loads have been considered for this design. ,,(S 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. H; Exp ��� 0, •••\G•E N S ••••'9 00 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� .r .0 �� 3) Provide adequate drainage to prevent water ponding. ••;��i^o• • •'.�J 4) All plates are MT20 plates unless otherwise indicated. No 39380 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit= between the bottom chord and any other members. = �; r� + 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of► ; �L1 bearing surface. •' TATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and B16 lb uplift at joint i 0 "Semi oj``s 0 R 9) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. , A s;11 N LOAD CASE(S) Standard till FL Cert. 6634 July 19,2013 ® wm'GNG - Verify design parameters and READ N07ES ON771IS AJYD INCLUDED Dfl7EKREFERENCE PAGE flfll-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormafion va able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, FL 33610.4115 IfSauthemPne7SP�lumberisspecdied,thedesign valuesare these effective06 0112013byALSC yob Truss Truss Type City Ply 62' Grand Carlton III with porch T4938746 M11323 A9 HIP 1 1 Job Reference (optional) Crhambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:15 2013 Page ID:_etC 1 cxC3ixW?huls?ypJyuFUK-nOxuufl5nYDy1 QyaP_sJH8ddDBAly?30YOBkcLywU �1-0.0 6-7-15 i 10-0-0 i 15-2-14 20-4-0 24-0.0 27-4-1 34-0-0 35-0.0 1-0.0 6.7-15 � 3-41 5-2-14 5-1-2 3.8.0 3-41 6-7-15 1-0.0 Scale = 1:59.3 4x4 2x3 II 5x10 4.00 12 3x4 = 4 16 5 8 17 7 2x3 2x3 i 3 N 8 N c5 A' c5 N1 2 9 100 � I�, d b9id 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = 10-0-0 20-4-0 . 24-0-0 34-0-0 10-0-0 10-4-0 3-8-0 10-0-0 Plate Offsets X Y : 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >749 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >292 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 iTek recommends that Stabilizers and required cross bracing be rinstalledduring truss erection, in accordance with Stabilizer stallation guide. REACTIONS (lb/size) 2=573/0-8-0 (min. 0-1-8), 9=297/0-8-0 (min.0-1-8), 13=1381/0-8-0 (min. 0-1-14) Max Horz 2=109(LC 7) Max Uplift2=450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Grav 2=690(LC 19), 9=3B7(LC 20), 13=1598(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1210/683, 3-4=875/463, 4-16=795/458, 5-16=795/458, 5-6=387/812, 6-17=-387/813, 7-17=-387/813, 7-8=96/280,8-9=-303/178 BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 11-12=-254/277, 9-11=-148/252 WEBS 3-15=-371/357, 5-15=-2581648, 5-13=-1196/756, 6-13=263/230, 7-11=-158/384, 8-11=-4191384, 7-13=-825/447 NOTES Unbalanced roof live loads have been considered for this design. S' A!' •' e 4% 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; Exp ,�� Q ,•• C•E N C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `���`,••� `s�`••.9�� �� 3) Provide adequate drainage to prevent water ponding. Fu O 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 39380 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits * �• ••• }�'� between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2, 268 lb uplift at joint 9 and 913 lb uplift at joint 13. o , STATE 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O •, LOAD CASE(S) Standard ii,,;� •;�< O R k'o P Z,�` A%%%�. FL Cert. 6634 July 19,2013 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED I4f7EK REFERENCE PAGE A91-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parametersshown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information GGvai able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, Parke 3 ass Blvd. 11SauthemPinelSP} lumber issprecified, the design values are those effective06 01/2013byALSC job Truss pe Qty Ply 62' Grand Carlton III with porchT4938747 rcousmsmToy M11323 A N 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:06 2013 Page ID: a3B4PavKnnZweXyJckS FBgyuFUN-YHuU?awRun4DS 1 mrObB CQEI2oW61L?83UUVmoNywUu 7-13 12-4-13 17-0-0 21-7-3 27-4 3 34 0-0 35 0 0 6-7-13 5-9-0 4-7-3 4.7-3 5.9-0 6.7-13 1-0-0 Scale = 1:58.4 4.o0 12 4x4 = 6 19 20 II 18 2x3 I 3x6 5 7 3x6 8 � 3x4 % 4 3x4 3 9 2 10 1 11Ic5 cN�' d d 17 15 16 20 21 14 13 12 3x6 i 3x6 2x3 II 4x6 3x8 = 3x8 = 4x6 2x3 II 6-7-13 12-4-13 21-7-3 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets X Y : 2:0-3-14 0-1-8 10:0-3-14 0-1-8 LOADING (psft SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >547 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=166(LC 6) Max Uplift2=844(LC 8), 10=844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=-2656/1547, 4-5=2606/1555, 5-18=-2656/1658, 6-18=-2595/1654, 6-19=2595/1654, 7-19=2656/1658, 7-8=2606/1555, 8-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=1636/3008, 16-17=-1636/3008, 15-16=-163613008, 15-20=-928/1921, 20-21=-928/1921, 14-21=-928/1921, 13-14=1636/3DO8, 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 ```11111111111111', NOTES `%% O NS A. I 1) Unbalanced roof live loads have been considered for this design. Q ., •\ G E N S; •, e,9 �i�, ,,%% 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Expo ,�.• �, F•'. �� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O 39380 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Fitz * •1 between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint—_ 10. ATE :•<U: 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, io and 50 Ib down and 29 Ib up at 19-0-0 on top chard. The design/selection of such connection device(s) is the responsibility of others. i� 0 R \ Q ,.•� \ �� 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j l� • • • • • • ! \� �% % Q v r' "fill LOAD CASE(S) Standard 1; 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44, 6-11=44, 2-20=-20, 20-21=-50, 10-21=-20 FL Cert. 6634 July 19,2013 Continued on Dacie 2 WARNING - Ver{(y design parmnef:em and READ NOTES ON THIS AND INCLUDED M/TEKREFERENCE PAGE Mf1-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilfty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Bulldfng Component 6904 Parke East Blvd. Salety Information cc}}va' able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, FL 33610-4115 ItSauthernPinElSP�lumberisspecrfied,thedesignvaluesare[hoseeffective06 01/20136yALSC Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938748 M11323 GRA HIP 1 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:17 2013 Page ' ID:—etClcxC3ixVV?huls?ypJyuFUK-jP3fJL3LJ9TfGi6yXPunMZiokx[DQfthDigrhEYWUuin 1.: 1.! 0 11-1-1 17-0-0 18�-0 22-2-2 26-0-0 340.0 359-Q 1-0.0 8-0-0 3-1-1 5-10-15 1-6.0 3-8-2 3-9-14 B-0-0 10-0� Scale = 1:61.3 (+) Top chord must be braced by end jacks, 4x4 —_ roof diaphragm, or properly connected purlins as shown. 11 14 9 7x10 -- 6 17 6x10 4 4x6 19 4.00 12 g 0 = 13 6x8 21 10 N 2 22 ��23 N N 1 I dd 3x4 = 29 28 27 26 25 24 4x4 = 3x6 3x6 = 6x8 = US 6x8 = 6x8 = 8-0-0 11-1-1 18-6.0 26-0-0 34-0-0 8-0-0 3-1-1 7-4-15 7-6-0 8-0-0 Plate Offsets X Y : 3:0-3-8 Ede 21:0-3-8 Ede 22:0-3-10 Ede 24:0-3-8 0-3-0 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSl DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.33 2-29 >397 240 BCLL 0.0 Rep Stress Incr NO VIB 0.98 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. Except: 3-11,11-21: 2x4 SP No.3 1 Row at midpt B-21 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-28: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [installation quide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-357(LC 8), 27=-1183(LC 8), 26=-1480(LC 8), 22=-643(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-514/295, 3-5=371/987, 5-7=-636/1292, 7-8=-636/1292, 8-10=-636/1292, 10-12=636/1292, 12-13=-636/1292, 13-15=-636/1292, 15-16=-636/1292, 16-18=636/1292, 18-20=-2128/1209, 20-21=2128/1209, 21-22=-2206/1190, 6-9=-152/308, 9-11 =-I 40/372, `,,111111111111I 11-14=-216/415,14-17=-135/278 _ a�� S A. �I 28-127/427, 26-27=865/511, 25-26=-355/593, BOT CHORD 24-25 �Bq 355/593?22-24=-1015/2040 �0 E IV S ,�����p�PG WEBS 3-29=-450/1137, 3-27=-1783/896, 5-27=-768/625, 5-26=-513/328, 13-26=-925/614, A�.'•�. F•��i i 18-26=-2406/1458, 18-24=-832/1770, 21-24=-34/362, 4-5=-571/485, 19-20=343/310, ��a} O'" 3938� 14-15=519/392 = * �• NOTES = 1) Unbalanced roof live loads have been considered for this design. Piz Z 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; E� ATE •; .. 57 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 � �'. 3) Provide adequate drainage to prevent water ponding.T(•� O `O ��� 4) All plates are 2x3 MT20 unless otherwise indicated. R ``s • • • ,� load live loads. 5) This truss has been designed for a 10.0 psf bottom chord live nonconcurrent with any other G �11 S�Q 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit AL 111/111111111�` between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 1183 lb uplift at joint 27, 1480 lb uplift at joint 26 and 643 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 19,2013 Continued on page 2 A WARNING - Verify design parameters and READ N07ES ON 771IS AND INOLUDED E477EKREFERENCE PAGE 161-7473 BEFORE USE. Design valid for use only vdth MTek connectors. This design is based only upon parameters shown, and is for an individual building component. ��� Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 3361 D-4115 IfSauthernPinet5Pj1urrlbersssprecrfed,thedesignvalwasarethoseeffective06 10112013byALSC Job Truss Truss Type City Ply 62' Grand Carlton III with porch T4938749 M11323 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:19 2013 Page ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-gnAPkl4bgmjNV1GLegwFR_n7blXCumd TO9yl7ywUu 10.0 10 20-4-0 26-0.0 34.0-0 35-0.0 1-0.0 6-2-6 6-1-10 5-8-0 8-0.0 Scale = 1:59.3 6x10 % 5x6 _ 4.00 12 3x8 = 4x6 = 5x6 = 3 16 4 5 6 17 7 m in 8 V N1 2 9 N Id d 3x8 = 15 14 13 12 11 10 3x4 = 3x6 I I 5x6 WB - 3x4 = 6x8 = 3x6 - 6x8 = 8-0-0 14-2-6 20-0-0 26-0-0 34-0-0 8-0.0 6-2-6 6-1-10 5-8-0 B-0-0 Plate Offsets X Y : 2:0-4-0 Edgel, 3:0-5-0 0-2-0 4:0-3-8 0-1-8 5:0-3-0 Ed a 8:0-2-0 Edge], 10:0-3-8 0-3-0 LOADING (psq SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.35 13-15 >685 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 150 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 1/3 pts 4-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1130/0-8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7), 8=446/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 6) Max Uplift2=898(LC 8), 12=-2520(LC 8), 8=394(LC 8) Max Grav 2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16=-1984/1203, 4-16=-1984/1203, 4.5=-1121/2302, 5-6=-1121/2302, 6-17=-778/440, 7-17=-779/440, 7-8=-882/416 BOT CHORD 2-1 5=1 715/3467, 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 �739/3381, 1101642/779 4-13=203/929, 4-12=4684/2540, 6-12=-2440/1562, 111111► 1 7 6-10�,,,, ,,`,PS 0 .•••• NOTES � O • '� N S�e have been for this design. X.Ci E F ' 1) Unbalanced roof live loads considered �. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Expo C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 : * :� O j 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •{ 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits • between the bottom chord and any other members. : b ATE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898 lb uplift at joint 2, 2520 lb uplift at joint 12.- O •, 4 4.1 and 394 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �i0 ••. OR % , • �\ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0,CS�s • • •' �� �O E and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of �/� N Z others. ��II I I I I I III%%%%N% 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Celt. 6634 July 19,2013 Continued on a e 2 ® WARNING - Verify design parameters and READ N07ES ON THIS AND INCLUDED JG7EKREFERENCE PAGE iffiI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/7911 Quality Cdteda, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformallon qva' able from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610.4115 If Southern Pine LSP� lumber is specified, the design vat ues are those effective 06 01f2013 hyALSC Job Truss Truss Type City Ply 62' Grand Carlton III with porch T4938750 M11323 J2 MONO TRUSS 8 1 Job Reference (optional) Qhambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:20 2013 Page ID:xl?zSlzTbJCDIIrGPHIQukyuFUI-8_knxN5Db4rE7BrXCXRU_BKVx9?7dSx7iguVlZywU j 2-0-0 -1-0-0 1-0-0 2-0-0 Scale = 1:7.9 Refer to MiTek "TOE -NAIL" Detail for connection to 3 supporting carder truss (typ all applicable Jacks on this job) 4.00 12 N 2 d 1 4 3x4 = 2-0-0 2-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES NB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Harz 2=66(LC 8) Max Uplift2=-143(LC 8), 3=-29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. l i 11111/// 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. ♦,,� S ♦♦♦ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦ __ nn P q S ,,♦ O\V` • E N SF q� , LOAD CASE() Standard ;.`�.,.��G 0 39380 ATE :��/ �;0... Z. Al 4%•,.� G R,OP.�N �% /ssON A1-?,` nnlll FL Cert. 6634 July 19,2013 ®WARNING - Verify designparmneters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MU-7473 BEFORE USE, Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component.�� Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery• erection and bracing. consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If Southern Rine�vaSF� 1umber is specified, the design values are these effective OSIO212013 byALSC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T4938751 M11323 J4 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:21 2013 Page ID:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-cA19Bi6sMOz5lLQkmFzjXPtdcZHIMvBHxKe3q?ywU i 1-a0 4-0-0 r 1 0 0 4-0-0 Scale = 1:11.2 3 4.o0 12 2 1 4 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES 1NB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift3=-82(LC 8), 2=188(LC 8) Max Grav 3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `Jill l l l 111J, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14:1 %% LOADCASE(S) Standard ,�,`�.'•\.�GEN`S�•'q o� O $� Vir = ;0.. STATE p R `Q % � s,Ol N AL A FL Cert. 6634 July 19,2013 ®WARMNG - Verify design parmneters andREAD NOTES ON HIIS AND INCLUDED 1/LI7EKREFERENCE PAGE tllfl-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component, Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon qvaable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610-4115 115 L ha pinelSP' lumUerisspecified, the design valuesarethoseeffective06 01/2013byALSC ob Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938752 M11323 J6 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:21 2013 Page ID:tP6jtz_j7xSx_c fXi4uz9yuFUGcA198i6sMOz5lLQkmFzjXPtVGZBmMvBHxKe3q7ywU t 6-0-0 1-0.0 6-0-0 Scale = 1:14.5 3 4.00 12 m c5 N 2 1 4 3x4 = 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.16 2-4 >418 240 BCLL 0.0 Rep Stress Incr YES NB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 20lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ciuide, REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift3=144(LC 8), 2=-218(LC 8) Max Grav 3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. fer to girder(s) truss to truss rconnection 5) Provide mechanical b others) truss to bearing late capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at hint (Y ) 9P9 P J P J A" q�111 0%,``,PS 2. �,,... 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. , � Q .� G E N 8 ,9 ��.' �� LOAD CASE(S) Standard • O 39380 * 'ir � ATE .0.. .��,, ,.�� O R IV 2-:k .*J,'3 9 N Al- FL Cert. 6634 July 19,2013 ® WARMING - VerTy design parameters -and READ N07ES ON 77IIS AND INCLUDED &II7EKREFERENCE PAGE 1191-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component.�� Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1f5authernPine�SF�lumherisspecified,thedesignvaluesarethnseeffective06 01/20136yA15C Tampa, FL 33610-4115 1 Job Truss Truss Type Qty , Ply 62' Grand Carlton Ill with porch T4938753 M11323 J8 MONO TRUSS 20 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:22 2013 Page ID:tP6jtzLj7xSx_c M4uz9yuFUG-4MsYM27U7h5yMV wKyUy3cPlOydy5MRQ9_NcMRywU h i -1-0-0 8-0.0 1-0-o B-0.0 Scale = 1:17.7 3 4.00 12 N N 2 MI 1 rid 4 3x4 = 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 26 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift3=-203(LC 8), 2=-250(LC 8) Max Grav 3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint `O*.�A S A. 2. 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �%,,Q\V, P• ACB ,��40 `���••.��GEN3F y�J,, LOAD CASE(S) Standard g6o 3 ATE FL Cert. 6634 July 19,2013 A WARWNG - Verify design parameters and READ MOTES ON 77IIS AND INCLUDED LUTEKREFERENCE PAGE ftfil-7473 BEFORE USE. Design valid for use only with Welk connectors. This design is based only upon parameters shown, and is for an individual building component. � Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610-4115 IfSnutlrernpine7SF�Iumberisspecified, the design values axe those effect:ive06 01/2013W ALSO Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938754 M11323 KJB MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:23 2013 Page ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-YZQwZO76u?Dp_eZ6tf?BcgyzXMz_gjnaOe79uuywUu -1-5-0 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 ' Scale = 1:20.5 4 2.83 f12 3x4 3 N S. 2 7 6 2x3 I 3x4 = 5 3x4 = 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >850 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Horz 2=244(LC 8) Max Uplift4=204(LC 8), 2=-325(LC 8), 6=-278(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1117/488 BOT CHORD 2-7=-65611112, 6-7=-656/1112 WEBS 3-7=0/336, 3-6=-1221/721 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. ,`� 1►11111/j� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit •E between the bottom chord and any other members. ♦`♦,, C IV 8 • • •LT9 5) Refer to for truss to truss girder(s) connections. ♦ A� V 16, 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 278 lb uplift at joint 6. OY� 39380 —3r "Semi 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • : f� LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 � ♦ ; O , J ATE Uniform Loads (pit) T Vert: 1-8=-44 �i�c•� \ Q e'\••\�♦♦ Trapezoidal Loads (plf) � ss ' • • • • •G \ Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=18, B=-18) % FL Cert. 6634 July 19,2013 A WARM111G - Verify design parameters and READ N07FS om 7if1S AND INCLUDED mTEKREFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component.�� Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding I VliTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 IiSouthern Pine�SP�1lumber is specified, the design values are those effective o6�01f2013 byALSC 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 Jvl i, For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. Numbering System A. General Safety Notes 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TnP CHORnS Cl-2 C2-3 cc4 WEBS o O d dab h � U O ~ C7-8 C6-7 CS-6 BOTTOM CHORDS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designation's are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 5 © 2012 MTekOO All Rights Reserved mm M!Tek a MiTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. TYPE -OF SURVEY: BOUNDARY PLOT PLAN U C 11E IN FINAL =TOPOGRAPHIC COMPLETED ON: 11-04-14 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 32 SILVER OAK DRIVE, OF 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF SPANISH I� W 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LAKES PHASE 1, OF ST. LUCIE COUNTY, . FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO We THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: -' U ^ 12111CO283 J, EFFECTIVE DATE FEBRUARY 16, 2012. o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY v v ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a (n 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF SILVER OAK DRIVE HAVING AN ASSUMED SF = SQUARE FOOT c� BEARING OF NORTH, ACCORDING TO THE UNRECORDED A = DELTA OF CURVE PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, 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. w i on aQ =O o_ V) a � o N J V) RECEIVED NOV 05 2014 SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. DATE: 11-04-14 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM*LBEr7280 Port St. Lucie, Florida 34983 JOB NO.: Phone: (772) 340-7770 14-1872 Fax: (772) 340-2250 PERMIT #: /yQ F- 63 -7`Y CERTIFIED TO: WYNNE BUILDING CORPORATION -04-14 VARI ITI r1FRC\r1\A/r:?nlA\r1\A/r:\1d_1SZ77 rhAirl 11 /AI?01A Z•AQ•1') PAA ALEXAND J. PIAZ Professional Surveyor do Mapper Florida Certificate No.: 6330