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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED [ Date: GT1y5 Permit Number: SOG—a5y1 RECEIV'D JUN 2 9-1015 -- _ - c Building Permit Application st S ey�Eo Planning and Development Services CUCrO Building and Code Regulation Division co 2300 Virginia Avenue, Fort Pierce FL 34982 Uhty Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial. Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 6484 ALEMENDRA Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 Property Tax ID #: 1306-111-0001-000/0 Lot No. 6484 Site Plan Name: FAIRWAYS Block No. Project Name: Setbacks Front !��t Back: DETAILED DESCRIPTION OF WORK: Right Side: �� o l Left Side: Ln 1 MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - aBEDROOM / 2 BATH / 2 GARAGES CONSTRUCTION INFORMATION: Add_ttiona wor to e e orme under ❑✓HVAC E]GasTank tispermit—checka ❑Gas Piping apply: _Shutters Windows/Doors ❑✓Electric OPlumbing []Sprinklers ❑Generator F Roof Total Sq. Ft of Construction: 2,324 Cost of Construction: $ 58,000 S Ft. of First Floor: Utilities: Sewer ❑Septic 2,324 Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address:8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. / 4L A -i ii_ 7T9 SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRADEN B BRADEN MORTGAGE COMPANY: x Not Applicable Name: Address: 417 COCONUT AVE. Address: City: STUART State: FL Zip: 34996 Phone: (772)287-9258 City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and postedon the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. STATE OF FLORIDA STATE OF FLORIDA COUNTYOF St T—;e COUNTYOF Rt. I41.pTe The forgoing instrument was acknowledged before me this 29 day of June 20 123xby 15 The forgoing instrument was acknowledged before me this 29 day of 7JIJJe 20_A by 15 Matthew (Name of person acknow edgingtppe _ (Name of person Personally Known x OR Produced Identification Type of Identification Produced Commission No. •? .icy* txPIRES: February 23, 2019 Revised07/15/2014, xr,h' soarn"NoaryPuerwuMexnen of Notary Personally Known x OR Produced Identification Type of Identification Produced No. (Seal) 2019 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS RECEI�; `D !UN 2 9.1015 E` St. Lucie County Building '& Zoning 2300 Virginia Ave FtpR,p Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation willbe using the following sub -contractors for the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288' Mechanical CAc024379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas (t t USE O.'NL PERMIT ISSUE DATE: NUMBER: 04/23/2015 09:12 7728787656 RECEIVED JUN 2.9'1015 WYNNE BUILDING CORP PAGE 02/02 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES " Building & Code Compliance Division ' BUILDING PERMIT SUB-CONTRACTORAGREEMENT St- Lucie County Contractor Certification Number 2 n 4 -S State of Florida Certification Number(1feppliceble): ERDOO 416 have agreed to be the —E1pet i a1 Sub-wntractorfor Wynne Development Corp. (Type of Trade). (Primary Contractor) For the project located at 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 Deparbnem of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCnv (No, 004-00) BUSINESS QUALIFIER (Name of the Individual Shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: S&W Electric Address: 501 W_ Coker Rd. City/State/zip: EQZt Pierce,FL_ 34945 Phone: (772) 464 r,466 email: SIGNATURE Lawrence Stubbs M-3� E DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING BNSTRUME f W S S=BEFOPtoH1S`� ''DAY OF J��1 , i.i �20 BY l/V 1 WHO IS PERSONALLY KNOWN OR HAS PRODUCED "�� SI NATURE OF NOTARY PUBLIC SLCPDS: 12/I6f10I3 AS IDENTIFICATION. PRINT NAME OF NOTARY PUBL (STAMP) Comm ission n # EE 09916 3 a Expires October 21, 2016 `?„$f�' m�meTlvutm/r�nhvmmeaoa6u019 11/18/2014 15:56 7728787656 Rrrrwcn IIIN 2 9 7015 WYNNE BUILDING CORP_, C r,LI y .-v •• --- PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES J• 5" "' 'I v Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification Number PAGE 02/02 State of Florida Certification Number (If applieAble): CFC1428458 _IJ ndqui Plumbing have agreed to be the (Company Name/Individuat Name) ' Plumbing Sub-contractor£orwynne Aevelopment Corp. ('type of Trade) (Primary Contractor) For the project located at M:= (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 Liccnse) NOTARIZED SIGNATURES ARE ]R.EQUIRER? Business Name: Lindquist Plumbing Address: 318 Sneed Rd Pity/State/Zip: ,rt v' p, yr i d B d S Phone: —(779) 4151 —1 969 email: U\- (PAS - SIGNATURE " PRINT NAME DATE . STATE OF FLORIDA, COUNTY OF 9 G 1i THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS �2 6 DAY OF �c N c 201 r BY /A)Ab E Csq S F WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. 13014 . �)n Ko'Tx,/ ANN 2AS,Cin— SIGNATURE O OTARY PUBLIC PRINT NAME OF NOTARY PUBLIC DOROTNY ANN BASKIN `•o�ip a/45 -� • r, : Notary Public • State of Florida • ; •? My Comm. Expire$ Oct 2. 2016 Commission aY Ff 015226 8,n+•�"' 9rnun! National Notary Assn SLCPDS: 12/16t2013 (STAMP) V YI iJI LV3J 3V..vG IILVI VI VJV RECEP."D JUN 2 9-2015 ISSUE DATE PERMIT it pLANNING & pEVELOpMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (ifepplicabie): CAC0 2 4 3 7 9 of St. Lucie County, Inc. have agreed to be the (company air conditioning Sub -contractor for w nne pevelopmerrt Cozp. (Type of Trade) , (Primary Contractor) For the project located at ��, 9 o —' � (Proiect 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: SLCC)DV (No. 004-00) BYJSMSS QUALIFIER (Name of the Individual shown on the Contractor's Linen' e) Hilt TARIZED $AGNATURES ARE REQUZI3i;iD Business Name: Comfort Control of St Lucie County. In Address! Address: City/State/Zip: port St. Lucie FL. 34983 Phone: (772) 78;solo email: i Barr-Zi mmarman rr PRINT NAME DATE A I i ►5RIVA, COUNTY OF �1 C l l THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 'D&&NDAY OF ,y' \ / 20� BYE r��l YY�me�V��n WIIOISPERSONALLY KNOWN X OR HAS PRODUCED j /J `'SIGNATURi±! OP NOTARY PUBLIC SLCPDS: 12/16r2013 AS IDENTIFICATION. 04/15/2015 10:53 7,287871'_ WYNNE BUILDING C PAGE 32/02 RECEI`.' _D JUN 2 9 2015 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES ' Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification N imber: 19 4 9 ti State of Florida Certification NumberD£appacbie). _ RCz 0270R-7 Treasure Coast Roofing LLG have agreed to be the (Company Natne4ndividual Name) Roofing _Sub -contractor for Llnne De:velo meet Corp (Type of T mde) (Primary Contmctor) For the project located at 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 (Neme ofthe Individual sbown on tho Contractor's License) NOTARIZED SIC3NAaTVAES ARE RFQU..U;Z D Business Name: ,Treasure Coast ROofingr LLC Address: I A 1 6 e l l tmore at �0_St F 34284 Phone: 7 22 3A3-0308 email: 7 �_ _ _ Brian Maloney SIGNATU PRINT NAME _ DATE STATE OF FLORIDA, COUNTY OF �T• /mot THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS - DAY OF _ U.� F 20 BY _l1 tGt_L C2 ti, E WHO IS PERSONALLY KNOWN L/ OR HAS PRODUCED AS IDENTIFICATION. t�1 4t� �oRcm�� /JAS�. o (STATT) SIGNATURE OF TARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/161ZOI3 o+N;9"+a, DOROTHY ANN BASKIN S+p In Notary Public - State of Fiorids MY Comm. Expires Oct 2.2015 's1drf Commlealon O FF 01522e s °llt�'�. Bonded Through National Notary Assn. R ,�jyr:D JUN 2.9"2915 ST L(1CIE •COUNTY ®� ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:lo�c6� #1306 111 0n01 nn0/nTF/7 -14 "Iq all that part- ty; (Tax ID/Legaldescripuon/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew T vl P Wynne �� 06/29/15 Property Owner Name FropEr,Gy Qwner SL natueirilM Date STATE OF FLORIDA, COUNTY OF St- LuCie ACKNOWLEDGED BEFORE ME THIS 29th DAY OF June .2015 BY Matthew HO IS PERSONALLY KNOWN TOME R WHO HAS PRODUCED AS IDENTIFICATION. Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE SUSAN MAGEE n MY COMMISSION @ FF 187647 A EXPIRES: February 23, 2019 h`W Bonded ThN Notary PubrcUndemiten COMMISSION NUMBER • Termite Inspection ie5.5 Christ is lortl ,`t72-323-7921 • Termite Pretreatment ® [Fin A-Bll9 Toll Free: 1-877-365-9990 • Pest Control Termite & • Rodent Service Pest Fax: 772-340-5990 • Fire Ant Lawn Service - Control, Email: Evictabug@gmail.com • Whitefly Treatment Inc. 2373 SW Woodridge St. • Licensed & Insured Lic. JB175775 Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE rII TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE J ' 2- 5 ' I VS TIME DEVELOPME TNAME(PROJECT) CZTRACTOR'S NAME CONTACT PERSON 9 LS. 9 �/I�K (t L G'?' I i� e�t'�Lf.�/ STRUCTURE ADDRESS (LOTIBLOCK) rJ-�( q /� CITY, STATE, ZIP CODE COUNTY( 6 Y 1 NOTES n TREATMENT TYPEIAREA r ❑ FLOATING ❑ MONOLITHIC ,A�FATIO ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ TAMP & TREAT ,.O TREAT ONLY P<INAL PRODUCTS -�G[BASELINE ❑ OTHER ACTIVE INGREDIENT ❑ DOMINION 2L ACTIVE INGREDIENT ❑ GARAGE DRIVEWAY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ POOLDECK ❑ OTHER ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑ STEM WALUFOOTERS ❑ ADDITION ❑ PLUMBING CUTOUTS ❑ SIDEWALKS ❑ IMIDACLAPRID-4IFENTHRIN ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION �.06% ❑ .12% 13.25% ❑ .05% ❑ 23% ❑ ❑ 9% OTHER GALLONSAPPLIED `9 d SQUARE FOOTAGE J a 5l r LINEAR FOOTAGE -A c y� SQUARE FOOTAGE VERIFIED YES ❑ NO MEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET AIES ❑ NO As per 104.2.6 FBC- If soil chemical barder method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per -the 'Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER / A ❑ ELECTRICAL PANEL El WATER HEATER—El9THER Payment Terms: Payment due at time of service. Date Date r pplicatorr. (EvictA Bug Termite and Pest Comm l,Jp .) /W 4 6"1 S////.jL Customer (Property Owner or Agent) F KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 7613-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 Revised October 27, 2015 DATE TESTED October 22, 2015 KSM JOB # : 152299-1d/BV/ct PERMIT # 1506-0541 CONTRACTOR Wynne Development JOB LOCATION 6484 Alemendra Spanish Lakes Fairways Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill dM( aDVO TEST LOCATION 'PEN DRY MAX.DRY PERCENT DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 35 108.8 110.0 98.9 2. N.E. 35 105.7 96.1 3. S.E. 35 107.6 97.8 4. S.W. 45 106.1 96.5 5. Center 35 106.2 96.5 Soil Description: Brown Sand In Place Moisture 8.7 Percent `N E Optimum Moisture: I 11.0 Percent G H Max. Dry Density: T 110.0 P.C.F. P @ Test Locations The c Density & Penetrometer Readings Indicate the F Degree of Compaction Meets Minimum Required for Sttipd%P ui °d gwq,,A R PE44 kV Natural Grade. y OF Moisture - % of Dry Weight RECEIVED OCT 3 0 2015 ntpKes.com County Building Department G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 11 OYIYAN CIDPdCRETE Materials for Life' qmncretei "Thank you - We appreciate your business" Peor-4-1. a (;. - os^�/i FORT PIERCE 4199 SELVITZ ROAD FT PIERCE, FL 34982 280940 Delivery dae o Plant Truck Driver Truck size Type.job 0/30/1� Fc8 14�IW ZEILINSKI, ROBERT 11.0E SLAB ON ICustomerno0004535 ICustomer narrDeJBNEYHALL CONCRETE CUNST zone Tax CD -I-r: Tarmac projec' 2qD 31 I Customer.P.O. no. Orderno.. 64066 (Terms code l_Charge delivered 3-C.O.D. Timedue 09e39 ' 2-Charge F.02. 4-(.O.D -EO.B. Delivery na�rYgant4d Je_s4_ COUNTY Lot Block CounTy 6484 ALEMEI+IARA9 FORT PIERCE � 1.1f)Yq L Cumulative II.00 1.00 1.00 ;iti1tic500...k57 - Z11 MR ERF I BL5R h170 z17 FUEL SURCHIS 14 ENVIRON SURCHO Load Arriidjob site Startdischarge Finish discharge Leave job site Arrive plant Y� P Subtotal / r TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water adde>4 10 Gallons of water added: _ Gallons of water added: _ I Amt of CY Retained: Customer Approval• I/ Customer Approval: Customer Approval: 'Customer Approval: Tested Tested properly ' No. Authorized ndreceived by ❑Yes '/No ❑Yes ❑No I 7146742 x ,3,- � 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 I��rN 5.02 nt ie�nnaCo rnov TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE v 1. All sales will lie subject to these terms am, .,—litions ("Contract") and, if buying on credit, to Buyers credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For alldisputes relating to this Contract, Buyer hereby consents to the jurisdiction gird venue of the stale and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last clay of the month fhllowing the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I% 10 ` proxirno may be deducted if no previous balances are past due. Interest at the lesser of I'/,% per month or the maximum rate allowed bylaw will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. ]it addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs ol'collection and litigation including, but not limited to, reasonable attorneys fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Coluact 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 Fidure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3 Regular deliveryhours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge maybe added for deliveries outside of these hours and for any waitinfvunloading periods in excess of 60 minutes. Prices are based on full loads; an additionalcharge will apply to loads of less than seven cubic yards. The mininnim loud for each delivery is 1 % cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be madeto 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, din eways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless fromand 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 willfid misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment ol, 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; (it) 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 bepurchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials (`ASTM") and American Concrete Institute C"ACT") standards, when tested in accordance with ASTM and evaluated byACI 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 ardor Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WULTHER EXPRESS OR IMPLIED,' INCLUDING WIT"ROUT LIMITATIONTHE WARRANTIES OI' MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE. ARE HEREBY EXPRESSLY EXCLUDED, THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY'OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material. has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete afterunloading. and does not guarantee the finished workin which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such asaluminum, which may adversely impact concrete strength. 10. Buyer will furnish any adnnxtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time orwater/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 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 t'intc 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 suchclaims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WI"fHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER I'D COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notre. 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 3344I. - 15. Severabi I ity. Tltc 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. CONTAM PORTLANU CEMENT. FRESI-I LY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACTWITH SKIN WHERE POSSIBLE.. WASI:I EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WI'FI1 WATL'RAND GET PROMPT MEDICAL ATTENTION. KEEP OUT OFREACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 4 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 Revised October 27, 2015 DATE TESTED October 22, 2015 KSM JOB # : 152299-1d/BV/ct PERMIT # CONTRACTOR JOB LOCATION 1506-0541 Wynne Development 6484 Alemendra Spanish Lakes Fairways Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 35 108.8 110.0 98.9 2. N.E. 35 105.7 96.1 3. S.E. 35 107.6 97.8 4. S.W. 45 106.1 96.5 5. Center 35 106.2 96.5 Soil Description: Brown Sand In Place Moisture: 111.01 I I I I I 8.7 Percent W I E I I I I I Optimum Moisture: l I I I I I 11.0 Percent G 110.0 �— _..�.._..} .._ _..+.._..+.._.._ H I I 1 I I I Max. Dry Density: T I I I 110.0 P.C.F. I I I I I I @ Test Locations The C Density & Penetrometer I I I I Readings Indicate the F I I I I I Degree of Compaction Meets Minimum R9RWJl;O°e I I I I I for St csap�t ��,P D R I I I I I O� *P T �laturalGrade. Y 107.0 _..� .._..i—.._..}.._..+ -I-.._..� ° % °°° �g$p'e�tf°u1�1 ubm eG; 8 9 10 11 12 13 14 a • • i No. Moisture - % of Dry Weight J IIxjiqns14�41 E. •^�� RECEIVED NOV 06 2015 Pr�eS.COm Fax aMO die County Building Department °°°°ooeaelF1&i ald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 CONCRETE "Thank you - We appreciate your business" Materials for Life` �/ / Pew-Nt.0 �� — O S ° ` Ticket no. g aete FORT PIERCE 4199 SELVITZ ROAI) 281035 FT PIERCE, FL 34982 Delivery date Plant Truck Driver Truck size T e'ob, 628 13EI1 BE7tlyrl i® �?�I E{3N- 9.501vp , BEAM ICustomer no. Customer name Zone Tax CD 90004535 I RODNEY HALL CONCRETE CONST I T= Tarmac project no, customer P.O. no. Order no. Terms code t-Charge delivered 3-C.O.D. Time due 441Q131 I 1 67313 I ,1-ChargeEO.B. 4C.O.D-F.O.B. 15e39 Delivery name and address Lot I Block I county ST LUCIE COUNTY 6464 ALAMENDRA ST, FORT PIERCE STAIRWAYS//T-95 N,EXIT 138.UTURN SPANISH LAKES NUEVO LAGOS ST;TR ISLA FLORES AVE ,•- BL VD, RT 6. 012 Product , - ' u M Unit price 1 Code I Description I I 50 8P1030t? `8 PM 07 FUEL SURCI-IG 14 ENVIRON SURCHG Load Arrive job site Start discharge Finish discharge Additional water added to this concrete will reduce its strength.) Gallons of water added:_ Gallons of water added: — .Gallons of water added: Leave job site Arrive plant �S %49ter added is aJ Eu 1 Amt ofCY Retai ed: GY I_D LD y Subtotal Sales tax TOTAL •'s risk. Tested s�. Tested properly I No, 71468371 Authorized and reT dP, fv d �/ JD Yes ❑ No ❑ Yes ❑. No ' X 1 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 RECEIVED NOV 06 2015 TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE , J. I. All sales will be subject to these terms and conoutons ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated'hereiu 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 he in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 101 proximo may be deducted if no previous balances are past due. Interest at due lesser of Ph% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use uses. In addu ion to any other available rights and remedies, Seller will beentitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel flue unfilled portion of this Contract w ithMa notice in the event of Buyer default ofany 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 40 minutes. Prices are based on fall loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is I'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 madeto the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery: 5. Buyer Hurst 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 fill 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 bused upon the wet volume at the time of discharge from the truck, andare not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated byACI standards. Sclier will repair or replace any goods supplied by Seller that fail tomeet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER. EXPRESS OR IMPLIED. INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE, HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller inthe marketplace. Bayer will be solely respon- sible for the effect ofsuch admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may b,: required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. It. Concrete will be batched and delivered in accordarice with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of deliver}. Any requirement beyond these conditions will require the implementationof 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 lest cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL, NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT. OR OTIiER WISE, AN I) WHETHER. OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO TTIE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WFI'Ii ITS OBLIGATIONS SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER TFIIS C'ON'TRACI. 14. Notice. Ali notices to Seller will be sent in writing to the sales affi suing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. IV 15. Severability. The umenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each otherprovision of this Contract wilt be severable and enforceable to the extent'permitled by law. WARNING: CAUSES SKIN IRRITATION- INJURIOUS TO EYES CONTAINS PORTI 4ND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN' WHERE. POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION, KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (YISDS) ARE AVAILABLE Xf WW W.TITANA`MERICA.COM. Rev'd 2-08 04-06-'16 09:44 FROM- Wynne Building Corp 777228787656 r, T-54433 P0003/0003 F-752 Professional Insulators of South Florida FTC Insulation Installation Certificate To: Ist Lucie unty Date: I March 2$., 2016 Re: ILotlBlock: Address: 16484 Alemendra Project: lFairways The undersimed`hereby certifies that insulation has been installed in the above described inverts as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil .hock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene other 2. Ceilings pevel) have been insulated with: Spray -on Cellulose Tbic knees iu inches X Fil ar�alncc Rlo�v Manufacturer: Jobus Manville Rock Wool Blankets Density: Aluminum Foil R-Value: "0 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.51, X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R 30 Cellulose Loose Fin Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: lJohns Manville Spray -on Cellulose Density: I Open Cell SPF R-Value: R-11 S. The following have been insulated: �...r 2aos�-` /. WYNNE BUILDING CORP. General Contract/Builder CBC1254041 Competency # Professional Insulators of South Florida Inc. Insulation Contractor C 11 Planning &Development 5ervlces Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 349112 772-462-2172 Fax772.462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 1 �66' 65�� B ADDRESS:Cggq A l em m , LOLL Ne'rGei BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR' PEST CONTROL LICENSE Jcr 1 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance withythe standards of the National Pest Control Association. Square feet if area treated: 7,52 f% So Chemicals used: Percentage of solution: 6 �' Total gallons used: I o Date of Treatment: 3 `Z'�` 16 Time of Treatment: —Footing _Slab — — — ) in Treatment __.__1�Treatment 't'9' Re -Treat Re -Treat DNew y ' Pools i � r _1m Treatment Re -Treat Perimeter Ptir F ton s . eatmant SI naturef rmin g Gj Note. fiere must be a completed form for each regWred treatmento re traahnentand thlslnrm must be on the jab site to be picked up by the inspector of lfine of each tnspectlon or the scheduled lrrspecdon W111 fall and a•ra-lnspecilon fee dfiar9ed. FBC104.2.6 altIgiz a ofprotecilve Treabnentforpraventlon oftermites. A weatherreslstantjobsite posting board shall be provided to receive duplicate Treatment Cerdf/cates as each ra7vlred prove ttreatrnentis completed, providing a copyfor the person the permit is Issued to and another copy fir &dbuilding pemrlt tiles: The Treatment OV617cateshall provide the product used, identity of the applicator, time and oJd,ofmenl, ,the beaisite [oration, area treated, chemfcal used, percent concentration and numberofgallons used, to establlsh a vedfiable record of protectivetreabnent. If the soil dlemimlhwdarmethodfortemrlteprevando'n!sUW, ffnalaWEggl�treabwentshall be completed prlorto final bullding approval. St Lucie County requires for the final inspection for CO, a Perinanen# S7 dmr toi be Placed on the electrical panel box coves} lkdng all the treatments and dates of.`fdpp ��EIV Ep MA& 31 ti016 TITAN C :)NCRETE Materials for Life' g crete" "Thank you - We appreciate your business" . Y / Ticket no. FORT FIERCE 4,199 SELVITZ ROAD 283633 FT PIERCEB,FL 34982 Delivery date Elant Truck Driver Truck size T e ob vp 03/30/16 628 16J4 SALTER, LAWRENCE 11. A( DRIVEWF Customer no, Customer name Zone Tax CD '90004535 I ROI)NEY HALL CONCRETE CON5T I T: Tarmac projectno. Customer P.O. no. Order no. Terms code 4Charge delivered 3 C.O.D. Time due 44.1 rd31 I 97405 I. 41-.Charge F.O.B. 4C.O.D:-F.O.B. 10 9 01 Deliveryname andaddress Lot Block County ST I_UCIE COUNTY 6484 ALEMENDRA s FORT PIERCE Instructions FAIRWAYS SUBDIVISION a slump 5. 012 __.._:_ Unitpri umount Load Cumulative. Ordered Code Descriptio i 1. 00 1 1.00 11 00. C A F 05 102500 '-57 CY :I1.00 . 10 .364 MASTERFIBER M35 — .:O#' CY 1.00 80@02+7 FUEL SURCHG LD 1.00 80ii 014-' ENV I RON SURCHG LD C11). C' Load Arriyejoo site star[discharge Finish discharge leave job site Arrive plant ' . � 31 subtotal taz /� Sales Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added r'Gallons Of water added: — Gallons of water added: _ Amt of CY Retai{Sed:�T Customer ADDroval: Customer ADoroval: Customer ADDroval: _ Customer-ApprQ,vdl:� Tested r� Tested properly No. LJ Yes iin No ❑ Yes ❑'No r 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 7295838 Lot: Block: ' ..Address: Correct Not Correct r`r rornnern nnnv TITAN FLORIDA LLC TERMS ANT) CONDITIONS OF SALE '• 1. All sales will be subject to these terms and conditions ("Contract") and, il'buying on credit, to Buyer's credit agreement with Seller, incorporated herein. by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by'Seller in writing.. Any changes must be in writing and signed by each party. This Contract will be construedin accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1% 10" proximo may be deducted if no previous balances,are past due. Interest at the lesser of I'M/a 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 anduse taxes. In additionto any other available rights and remedies, Seller will be entitled to recover from Buyer allcosts of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired ordeemed unsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not be deerned 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 hoursand for any waitiug/unloading periods in excess of 60 minutes. tes. Prices are based on full loads; an additional charge will apply to loads of less than seven cable yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rite 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 willindemnify and hold Seller harmless from and against any and all liability, loss and expenseincurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Setter's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (I) orders not cancelled at least one tour 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 atthe 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 detenniningthe type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM"),and American. Concrete Institute (" ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that tail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable.. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED.THE.REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other materiallnas,Iieen added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construct}) n. ctuc . SoWj has no control over the placing, or handling of concrete after unloading and does not guarantee the finished work in which it us pps'e L erwv'If esponsible. to prevent concrete after unloading from coming into contact with any material, such as aluminum,. which may advetsel}%`lmpacC Angth. 10. Buyerwill furnish any admixtures or ingredients it desires that are not regularty supplied byt`,thei"eller in�t�'ie triarketplace. Buyer will be. solely respon- sible for the effect of such admixture or ingmdie woq the pncrete. Any extra product which may be fequired in excess of the mix design quoted, or which may be required to provide workability, sre (Gpg time or water/cement ratio, will result in an, additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accords ithA`STM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions wilLrequire the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as aresult of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event. the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such, 48. hour, period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION', ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER ORNOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. 'IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO C Illy, WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GO ..; ,L� UNDER THIS CONTRACT. 14. Notice. Ali notices to Seller will be sent in writingtothe sales office issuing the price quotation, with a copy to Credit Depart m_ � , ,rosy Drive, Deerfield Beach, FL 33441., 15. Severability. The unenforceability of anJ, T�In ovision 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 - INMJRIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WAFER. IF ANY MIXTURES GET INTO THE EYE, RINSE. IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS' (MSDS) ARE AVAILABLE AT W W W.TITANADIERICA.COM. 0 i n> Rev,'d 2-08 1. r Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: 1 Project Address: Permit Number: �s C)(�o THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERLY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. INCONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official sting the reason for the request. Power may be removed from the site and/ora Stop Work Order issued if the Final Inspection has not been approved within' 30 days. A,fee of $500.00 will be required to lift the Stop Work Order, WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIAABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCUU ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELEL OWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. DATE GENERAL �N N 11"Feelve® FEB ' 3 2016 L8L-9 Z000/Z000d 88L-1 999L8L8ZLL da00 suiplin8 auuAM -WOaH LL:ZL 9L,-80-ZO 0- i Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CER77FICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 5�b 6 - 0 5-4 / 30� ADDRESS: PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: -d We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance S� the standards of the National Pest Control Association. Square feet if area treated:1 Chemicals used: 01Q Se/1 1,b Q Percentage of solution: ° Total gallons used: % S Date of Treatment: - Z 6 -_ Time of Treatment: ✓ U ° ' 3 _Footing is Treatment —Re-Treat _Driveway . 15t Treatment _Re -Treat _Other la Treatment Re -Treat Slab- - Treatment —Re-Treat _Pools 1� Treatment _Re -Treat Perimeter for Final Innrnection�� y Signature of Exterminator Note: There must be a completed lbrm for each required treatment or re -treatment and thls form must be on the job site to be picked up by the inspector at Lyme of each inspection or the scheduled inspecoon will fall and a•re-InspecLyon fee charged. FBC104.2.6CerdfirateofproteciveTm2tmentforpieventionoftermites Aweather resistantjobsitepostiagboard shall be provided to receive duplicate Treatment Certificates as each required prove ireatmentis completed, providing a copy for the person the permit is issued to and another copyfor the building permit files The Treatment Cerdficate 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 protecbYe treatment If the soil chemical barrier method for termite preventlon Is used, final exterior tmatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 391?5 ('i 6ru, 10/28/2015 09:48 7725896469 KSM ENGINEERING PAGE 01/01 meC! %k Air A%QlAVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH 66845-7445 www.ksmenpineering.net MELBOURNE (321) 768-8488 FAX (8676 E-Mail: KSM@KSMENGINEERINST LUCIE (772) 229-9093 G.A.: 693 845-8876 G.NET FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 Revised October 27, 2015 D TE TESTED October 22, 2015 KSM JOB # : 152299-1d/BV/ct PER $ _ �506,,,05,�41 _ ,c CONTRACTOR Wynne Deve of pmmeent JOB LOCATION 6484 Alemendra Spanish Lakes Fairways Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N, W. 0" -12" 35 108.8 110.0 98.9 2. N. E. 35 105.7 PP96.1 3. S. E. 35 107.6 97.8 4. S.W. 45 106.1 96.5 5. Center 35 106.2 96.5 Soil Description: Brown Sand In Place Moisture; 8.7 Percent W Optimum Moisture; E I 11.0 Percent G H Max. Dry Density; T 110,0 P.C.F, P @ Test Locations The C Density & Penetrometer Readings Indicate the F Degree of. -Compaction Meets Minimu"M �Ex4�di for Stc pgtpfi+ena * P;94'T�;fEIatural Grade. D y No. 107.0 a .._..�.._.. .._..a .._...._..a .._..� 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED OCT`28 2015 Fax a'tke,IfgtRl°;,Id�*e County Building Department 81*M1416 ald G. Keller, RE.: 37293 / SI Lic. No.: 800 / Julle E. Keller, P.E.: 68366 10/28/2015 10:07 7725896469 KSM ENGINEERING PAGE 01/01 WOWS �1�7M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (56845.6676 C.A.: 5693 E-Mail: KSMQKSMENGINEERING.NET ST LUCIE (772) 229-9093 FAX (772) 588-(i469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 Revised October 27, 2015 DATE TESTED October 22, 2015 KSM JOB # : 152299-1diEV/ct PERMIT # 1506-0541 CONTRACTOR Wynne Development JOB LOCATION 6484 Alemendra Spanish Lakes Fairways Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH 'PEN DRY MAX, DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" -121, 35 108.8 110.0 98.9 2. N.E. 35 105.7 96.1 3. S.E. 35 107.6 97.8 4. S.W. 45 106.1 96.5 5. Center 35 106.2 96.5 Soil Description: Brown Sand In Place Moisture: 8.7 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 110.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets for xn 111.0 I I I I I W E I I I I I H I I I I I I T 1 1 I I P 109.0 •--..� ..� .. _.. .. _.. .. .. C I I I I I F I I I I t08,0 I I I I I I D I I I I I I R Grade. y 107.0 a- _ I .._..�.._..a .._...._..+.._..� 8 9 10 11 12 13 14 Moisture - % of Dry Weight � %�11, 9oacyUSS ives.com Fax a °AL County Building Department 9N0g�araao.r�tl G. Koller P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 BRADEN & BRAOEN, A. I. A., R. A. 97rchdacts & "P lanners 417 COCONUT AVENUE, STUART,, FLORIDA 3499B TELEPHONE: (772) 2B7-B25B FAX (7723 287-B2133 ,1A.C-000032 St. Lucie County Building Department Permit #: 1506-0541 RE Address: 6484 Alemendra, To whom it may concern, Please note, the ballard shall be 4". �r �� ST. LUCTB COUNTY RiTIT.DINC DIVISION N MENVED FOR CO. \CE Rr VIE NA: ED BY DATE Zy ias PL.MN'S AND PER1NTTfAWSTBE KEPT ON JOB OR NO r\SPECTION WELL BE MADE. FiESE PL4hG AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIU NSPECTORS THAT: M Al M NECE:SEARY II, ORDER T 0: "OMIPLY V�ITH ALL APPL1(,ABLE CORES:, Iiyo\ ve any questions please feel free to call meat (772) 287-8258. DB,raden Braden n, Braden AIA PA August 10, 2015 W.-AE BUILDING CORPORt-,-,10N 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie September 16, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6484 Alemendra Permit # 1506-0541 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 12 Granada South in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thi Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 BUILDING PERMIT Online address: http:/fvrww.stlucleco.org/planning/permitting.htm i1�t0�l:�ltlr�l:J Quick Links: Planning & Development Services Permit Status Lookup Building 8 Code Regulation Division Online Building Inspection System 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462.1553 Fax: (772)462.1578 Permit #: SLC 1506-0541 Confirmation #: 414 Issued: 9/24/2016 Job Location: 6484 ALEMENDRA City: FORT PIERCE Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 Status: ISS Date Expired: 02/28/2016 FLOORS) Job Description: MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM/ 2 BATH/ 2 GARAGES. Subdiv: SPANISH LAKES FAIRWAYS NE PHASE Lot: 42 Setbacks Left: Number of Units: Flood Map: Block: 62 Right: Floors: 1 Flood Zone: Parcel: 1306-111-0001-000/0 Front: Rear: Zoning: PUD Buildings: 1 Square Footage: Elev: Contractor MATTHEW WYNNE WYNNE DEVELOPMENT CORP (772) 878-5513 8000 S US 1 STE 402 PORT ST LUCIE, FL 34952 Property Owner WYNNE BUILDING CORP P.O. BOX 186 FORT PIERCE, FL 34964 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Bulding Code and the St Lucie County Land Devlelopment Code. Issuance of this permit may be appealed to the St. Lucie county Board of Adjustment by an aggrieved party by fling a notice of appeal with St. Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St. Lucie County Land Cevelopment Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory Inspection within six (6) months from the date of issuance of the permit or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2) NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management disitricts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. a NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORIDNG YOU NOTICE OF COMMENCEMENT. s:713.135 (10(a), F.S. OEM -IA-' Carl Peterson Building Official Date 1� D JOSEPH E. SMITH, CLERITHE CIRCUIT COURT — SAINT LUCIE COI' FILE N 4086619 OR BO— 762 PAGE 1919, Recorded 06/30/2015 'L1:31 AM sECn To PERMIT NUM BER: L TuL blmry u--j ref....ndi,yiiWn NOTICE OF COMMENCEMENT The undersigned hereby given notice that fmprevement will be made to certain real property, and in accordance with Chapter 713. Flonda statutes the following information is provided in the house of commencement. I. DESCRIPTION OF PFOPERjY (Legal description and street address) TAX FOLIO NUMBER,.1 306-1 1.1 — 0 0 0 1 —000 /O 2. GENERAL DESCRIPTION OF IMPROVEMENT: all that part lying northeast of 95 ce 3. OWNER INFORMATION:' a. Name Wirn nP A6I IHam^ t'-rpora-C1on b.Address 8000 S US1 Suite 402, PSL, FL 34952c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.:CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 402 PSL FL 34252 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7. Flonda Statutes: NAME,ADDRFSSANOPHONENUMBER: Tom Lee Spanish Lakes Blvd. Ft. Pierce, FL• 201 g. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 0590 713.13 (1)(b). Flonda Smw'o: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date or nice of commencement (the expiration carats 1 yt. ft.. the date of recording unless a different data is specified) 20_ Matthes? Lyle Wynne V' —President Signatu of Owner o Print Name and Provide Signatory's Title"ORu Owner's Aushoriaed OlfredDirsxtor/Pormer/Minager State of Florida County of 4t' r_ 1rle The foregoing instrument was aahnowledged before me this 29F11 day of ' 2015 By Matthew Lyle Wynne ,as Vi (Name of person) (Type of aumonly... e.g. Owner, officer. uasme, attorney in fact) Fc,Wyn e Building Corporation (Name of party opt behalf of whom instrument was execu¢d) Personally Rnown ;I or Produced the following type of M �_� &BINWBff MYWNY95CN IFF1glg/1 (limscd Namcof Nota a tic) Signalurcof Notay Pi, lic) ISroO Meie Fs �>m ve read the foregoing and that the facts in it arc We to t c es o Under penalties of perjury,! declare that) his belief (section 92.525. Florida Sutwes), Signalurc(s) of Owners) or Owner(af Authorized Of6cerlKhrector/Ptinner/Manager who signed above: STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. E. SMITH, K eputy Cla oe16: JUN 3 0 ot2� — BRADEN 6 BRADEN. A. I. A., P. A. 97rchitecf5 & 'Planners 417 COCONUT AVENUE, STUART,, FLORIDA 34996 TELEPHONE: (772) 2B7-B25B FAX (7721 267-B2B3 #AAC-000032 St. Lucie County Building Department Permit # 1W-- 054J RE Address: 6484 Alemendra To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. H you have any questions please feel free to call me at (772) 287-8258. Y e R Braden Braden & Braden AIA PA RECEII"D AUG 06 2p15 July 29, 2015 0 BRADEN & BRADEN, A. I. A., P. A. 97rchilecb & 91anners 417 COCONUT AVENUE, STUART, FLCRICA 34996 TELEPHONE: (772) 2B7-B259 FAX (772] 2B7-9263 #AAC-000032 July 29, 2015 St. Lucie County Building Department Permit ##: 'S0(r RE Address: 6484 Alemendra To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have 9�4y questions please feel free to call me at (772) 287-8258. DMA A Braden Braden & Braden AIA PA r-. c� 2009INTERNATIONAL Date `Y.y� RESIDENTIAL CODE® Valuation �6/� 799 I FOR ONE, AND TWO FAMILY D�EI,LINGSV 'Fee � � (y3 7y1 A sg i Y i0 1 ,pl sa A F �r.0 9' l Y rM1 Y y BUILDING�I.ACATI�N' �A�& $ i ¢`� 5Vi � 3tl � L € 1^ :a 5 } ✓- f C 4 +}� ✓✓S �d �S LFRYN F u BUI'LDING�D�SCRIf?TlO�Jr, - i 'Y' �. st` d� .� y�� ,,CyM{� � „k+ ) ,n if'L ?a✓ ^fx � kF'� C.�w T A { .� LtN�y' � Sk Ce` a'nl� i y`k��'Yti \� d^K'- � �?� i' §+l'}�� ' �.✓+S� � 1 "t'{z �"'e'� L��'i` <�'tF+t x �d? w. S � �h S'PP"'4A��s� fi\�' NumeCals�in�faaz d'�s�'` ren�fe"S��e��pp7icabe ��«��p� n�Ft$r�ail�eS�'dpntial�Ce��.,9Y��an��eview�a�complished asx ?�+ziftc�icflie� 0 d�19 �t h 5 QOd&S�'g tt� eoalupa " �'Ci�l �1e ei f�''e�o d E��e.re ce Roby) '� a"� IC bl F'� ode seGti qg Ith 2,Y%, g i o earn,,u ,e �d'sYa, il� fo ai t� i9 "'i^ I cuti ,o n'vs , c.OFt4P�Tlen s<or odes lvS , f, tTy„dye`llings end t .�l��se�",�e Yam` c6da'MCI) v v ioaR n * I t,1 Imo- �dxace 4,. s rC s"�fh�,corr gg,.v�. Vi CORRECTION LIST Code No. DESCRIPTION Section MMEM�- 06110 CORRECTION LIST Code No. DESCRIPTION Section -2- BL�__-,JNG PLANNING (Chapter 3) DESIGN CRITERIA (Table R301.2(1)j Floor live load (Table R301.5) a/ psf Roof live load (Table R301.6) pal Ground snow load N f psf Basic wind speed ph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) j Seismic design category (SDC) [Figure R301.2(2)J 9V/R SDC C&D provisions (R301.2.2) A, Aq Weathering Frost line depth /V/ Termite area _ Decay area t Vjr Winter design temperature Ice barrier underlayment required /✓ J9 Flood hazards ,v 1A FIRE-RESISTANT CONSTRUCTION (R302) /✓/A Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) N 1�14 Continuity and structural independence (R302.2.1, R302.2.4) 144 Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R3051 4 Two-family dweiung separation (R302.3) tom_' Dwelling unit penetrations (R302.4) % / Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) ✓� Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) dd// Smoke -developed index I/(R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) !� Flame spread/smoke-developed (R302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) % Testing (R302.10.5) 1 r'= P Fireblocking (R302.11) VJ P Draftstopping (R302.12) d —5 ;� Combustible insulation clearance (R302.13) Area Average Minimum Natural* Use ft2 Width ceilin t ceilin t light Natural ventilation* Living 120 7'-0" 7'-0" 51-T 8%floor area 4%floor area Dining 70 7'-0" 7'-D" 5'-0" 8%floor area 4%floor area Kitchen N.A. N.A. 7'-0" 5'4" 8%floor area. 4%floor area Bedroom 70 T-0" 7'-0" 5'-0" 8%floor area 4%floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet I%square feet See Sections R303.1 & R303.3.for mechanical ventilation and artificial light t 6--8' m/in.aapt Plumbing fixtures and for non -habitable basements. Z°� Required heating (R303.8) GLAZING (R308) SANITATIQN (R306 and R307) Water closet Lavatory Tub or shower V Kitchen area with sink Sanitary sewer (Chapter 30) i✓ �) Private disposal (Appendix 1) -3- 0'^ SFo Identification (R306.1) d✓/� Louvered windows orjalousies (R308.2) ws t' Human impact loads/hazardous locations (R308.3, R308.4) °V% Skylights and sloped glazing (R308.6) 1. GARq S - BUILDING p AND CARPORTS (R309) LANNING (cont-d.) Floor surface noncombustible, A/ , (R309.1) mbustible sloped floor AUTOMATIC RE �` Car FIRE Port: o ' floor • pen two sides; PRINKLER SYSTEMS (R313) s, sloped floor noncombustible ` Townhouses Auto (R309.2) (R313. Y) EMERGENC Estic garage door opener (R309.4 SMOKE A One and two-family dwellings (R313, 2 (R310) Y CAPE AND ) /Z LgRMS (R314) )Where re RESCUE OPENINGS �y- Referenced standards eq, required 1 (R314. Areas, (R310.) cation and inter 1• R314 2) height connection 9 R310.1,4J width, operations (R310.Y.1- CARBON Power, source (R374.3) (R3y4,4J Window wells 0 2 MONOXIDE A XID constru - (R315 Bars, grilles, covers � New MS ) N 'a Under and screens ctio 1 OF decks and porches(R3>p5R3104) 1Existingconstru to�(R315. MEANS EGRESS (R311 ) !— Referenced sta 2) General ) . ndard (R315 3) (R311, y) FOAM PLASTIC (R302.8, R316) Egress door (R311.2) NLabeling — Landings (R3162J at '� � N R311.3.3) xterior doors (R311.3 - S PProvalrnin9, the r arrier, specific � Vertical a (R3y6 mal b egress (R311.4J DECAY AND R316.7) Construction an (R31 R3 RMIT Hallways (R311.6)attachment (R311.5) �"a/� Prote 8) E PROTECTION Protection quire Stairway width, headro R316.1) re d (Table R301. —R311.7.3) cm, walkline /rvs� 2(1). R3>71 (R31>.7 y �— Quality mar 17.4.ad SITE k(R3172and R318.1.1) N` R37>,74 3) ADDRESS Stairway rti y (R319) N (R31, j5dmgs and w Address R3>1,76) walking numbers R319.1) t Handrails re aces ACCESSIBI required(R311.7 LITY (R320 Nt Hand (R377.77J '/ ) 7/ (R311,7 79ht, continuity __ Type B dwelling Stairway ilium.R311.7.73)gnp size ELEVATORS/PLgTF units applicable (R320.1 SPecial Inenon (R303.6, LIFTS (R321 J Ramp slope landings, ys R311.7.9) R311.7.8) FLO Referenced standards (R321.)1- /,321.3) � Ra h FLOOD -RESISTANT CO 4RDS (R312) andrails (R3».B) Gene /ISTRUCTION (R322) General (R322. >) kll,eed for Hazard are s and open sided surfaces R30 , a and require landings > stairs93 .. nts(R301.2.4grade (R312.1) 30" above iDesign professional 36" (R312.2)STORM SHELTE (R3223.6limitations/� RS (R323) (R312.3) —� General and referenced standard (R323 1) KI MATERIALS (R402) ood foundations (R402.1) r'� Concrete, compressive strength (R402.2) FOOTING 403) oil bearing value (R401.4, R403.1)' ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <footing / thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) N 7A Sill plate bolting in concrete/masonry = 1/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) yv P Footings adjacent to slopes (R403.1.7) f✓ %A Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) Concrete foundat ails (R404.1.2) so"61 Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] s / 7 ` Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] t Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) /y (A Sill plate size'(R404.3) Precast concrete foundation walls (R404.5) 6� €A Drains required if habitable or usable spaces are below grade* (R405) / 7 Soil class (Table R405.1) AA Dampproofing if basements are below grade* (R406.1) 4 1q Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) N r Protection from decay or corrosion (R407.1 and R4074 N 1-4 Structural requirements (R407.3) Masonry foundation walls (R404.1.1) N� Anchorage (R407.3). Wall height, unbalanced backfill, nominal j� fry Wood columns (minimum 4" square) (R407.3) thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 Al 11f Steel columns minimum 3" diameter, Schad - Reinforcement size and spacing ule 49-pipe) 6R407 a) (Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM WIDTH OF CONCRETE_ ORFCART nR tuewnh OV cnnTtntr-e r:....r,ra LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4,000 Conventional li ht—frame construction I -story 1 12 12 12 12 2-story 1 15, 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-Inch hollow concrete masonry 1-stor 12 12 12 12 2-story 21 16 12 12 3-story 32 1 24 1 16 12 8-inch solid or fi [IV grouted mason 1-story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For 51: 1 Inch = 25.4 mm, 1 pound per square foot = 0.0479 kf a a. Where minimum footing width is 12 Inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. Ma UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debr 408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) OV 1A Species and grade (R502.1) ` Grade (R503.3.1) ,4114 Joists — Sleeping areas, LL = 30 psf Thickness (R503.3.2) [fable R502.3.1(1)] I% °T�'� Installation [Table R602.3(1)] 11114 Joists — Nonsleeping areas, LL = 40 psf / (Table R502.3.1(2)] TREATED -WOOD FLOORS (ON GROUND) (R504) /V Cantilevered joists (Tables R502.3.3(1) and Base course'. 4" thickwith maximum 3/ " R502.3.3(2)] gravel or 1/2' crushed stone (R504.2.1) W lj'9 Girder spans and header spans for exterior Moisture barrier: placed over base course bearing walls [Table R502.5(1)] (R504.2.2) /V r� Girder spans and header spans for interior Materials (R504.3) bearing walls Fable R502.5(2)] N/a Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) V >' Bearing (1.5" minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -line masonry or concrete) and lapped joists (3") framing (R505.1) A / / (R502.6, R502.6.1) Structurat.framing,(R505.2) Lateral restraint and bridging (R502.7, Material (R505.2.1) R502.7.1) Identification (R505.2.2) i��'�—Dfflftrtg�t�rrotLt`R'' fA Fastening (R502.9) N (A- Framing of openings (R502.10) Al 1 A Wood trusses (R502.11) /V / /� Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) PVThickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation (Table 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength / (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" /'.506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) Lf P Vapor retarder (R506.2.3) / ^'S dO Reinforcement support ()3506.2.4) 0 - - -- .. •,,•, • •••. %a a idpter u) GENERAL (R601) ✓/ Design (R601.2) Component and cladding wind loads (Table R301.2(2)) Vapor retarders (R601.3) WOOD CQNSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)J lr�S% Stud grade (R602.2) Exterior walls (R602.3) Stud spacing (R602.3.1, Table R602.3(5)) "'lf� Interior load -bearing walls (R602.4) t," Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) Drilling and notching —top plate (R602.6.1) d "5 Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 dwi,A 11 Fireblocking (R602.8, R302.11) d�"JJ Cripple walls (R602.9) r Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R60Z 10.1, R602.10.3, R602.10.6 - r R602.10.8) N j I Ia0le K602.10.1.2(1)J h/ Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing T (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, N R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) -7- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) j Wood structural panels (R604) Particleboard (R605) MASONR ONSTRUCTION (R606 - R610) General design (R606) d' A DC C and D (R606.12) Unit masonry (R607) d'� 7 Multiple wythe masonry (R608) Grouted masonry (R609) ✓d/1 Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXT�WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4- R613.10) V,_ `L COVERING (Chapter 7) f INTERIOR WALL COVERING (R702) /V /.Ii Plaster material (R702.2) %✓ J fiPlaster support (R702.2.3) t// Gypsum board material (R702.3.1) I oiy f Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) V- Ceramic file (R702.4) iN lA Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) r/ Water -resistive barrier (R703.2) ✓✓ /d Wood siding (R703.3) /V /A Attachment and minimum thickness (Table R703.4) N/Wood shakes and shingles (R703.5) !/ Exterior plaster (R703.6) /✓ '�% Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum C✓ bearing each end (R703.7.3) / �l3 Veneer ties:.#9 U.S. gage wire or #22 U.S. gage by 7/e"corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D; maximum area = 2 square feet) (R703.7.4.1) A/ff ' Flashing (R703.7.5 and R703.8) / A Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) Ftv and R801.3) cladding wind loads (Table ROOF FRAMING (R802) '� Fire -retardant -treated wood (R802.1.3) 1.tf Framing details (R802.3) %V l49 Collar ties (4' o.c., in upper third of attic) (R802.3.1) Al 44- Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) / /✓Sri Bearing (R802.6) /415? Cutting and notching (R802.7) /rlSP Engineered wood products (R802.7.2) /e S"'o Lateral support and bridging (R802.8) / N'SV Framing of openings (R802.9) ,. Wood trusses (R802.10) Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hr/HR; Adjustment factor ROOF SHEATHING (R803.2) rade Thickness TW allowable stresses/grading Allowable spans [fable R503.2.1. f (1)] / NS® Installation (R803.2.3) ROOF-1- .LING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) General (R804.1) r;77 Roof construction (R804.3) Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) Material (R804.2.1) Ventilation requirements (R806.1- R806.4) Identification (R804.2.2) A*ATTIC ESS (R807) Corrosion protection (R804.2.3) Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROOF C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) /1'-5P Flashing (R903.2) f✓ Coping (R903.3) Al Roof drainage (R903.4) /N %- Hail exposure (R903.5) MATERIAI S (R904) y Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Clay and concrete tile (R905.3) ✓�'_ 14 Metal roof shingles (R905.4) f-4 Mineral -surfaced roll roofing (R905.5) N Slate and slate -type shingles (R905.6) i✓� Wood shingles (R905.7) Wood shakes (R905.8) N%✓ Built-up roofs (R905.9) Metal roof panels (R905.10) f� I-,F Modified bitumen roofing (R905.11) !' 61 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) f✓ Liquid -applied coatings (R905.15) ROOF INSULATION (R906) 1"114 General (R906.1) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) f„ SDC D reinforcing/anchorage (R1001.3 and P R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) in Hearth extension material (R1001.9) Hearth extension (R1001.10) 1/✓�fi Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and_Figure R1001.1) Corbeling (R1003.5) CHIMP 5 AND FIREPLACES (cost°d.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets (R1003.20) Spark arrestors (R1003.9.1) FACTORY -BUILT FIREPLACES (R1004) Wall thickness; >_ 4" (R1003.10) I Listed and labeled (R1004.1) F e lining - material/installation (R1003.11 ! Z Installation (R1004.2) and R1003.12) Multiple flues (R1003.13) FACTORY -BUILT CHIMNEYS (R1005) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapt r 11) r�mpliance; material and equipment wilding envelope (N1102) (N11012, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) f %off Appliance labeling (M130Z M1303) �1 Chimney and vent location and terminations f /VCP _,:____ ______ 1.'4�.. (Chapter 10 and Chapter 18) e✓ ppliance installation (M1307) cooling equipment; heating g load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) A-1 �h Combustion air (Chapter 17) Boilers/water heaters (Chapter20) %6� tA Hydronic piping (Chapter 21) Al flel Special piping and storage systems (Chapter 22) 14 Solar systems (Chapter 23) / S Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Application (G2401.1) Clearances (G2409) P ��. General regulations (G2404) �pt Electrical and electrical bonding (G2410, / zt21 Appliance location (G2406) / e si i) I `,' Air requirements (G2407) Pipe szing (G2413) Installation (G2408) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) _ Venting (G2426 - G2429) Piping support (G2418 and G2424) j��i Misc appliances (G2423, 92425, G2430 - `/ / • Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) f"2 P Piping support (Table P2605.1) /N5 Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) �✓ (ft Water supply and distribution system design and calculations (Chapter29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) /-V7 Flow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter31) ` / Sumps and ejectors (P3007) Al % Backwater valves (P3008) Temperature rating fv r ® Fixture traps (P3201) (P2904.2.1, P2904.2.2) /-' (19 Storm drainage (Chapter33) Freezing protection 1 N Lt Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) S Penetrations of fire -resistance rated assem- /NS% Wiring methods (Chapter38) blies (E3402.2) 1 NSP �L-sted and labeled materials (E3403) ;rvice equipment and location (E3405, E3601, E3606) ;rvice size and load calculations (E3602) e fault current (E3606) grounding (E3607) C,"' 4equired branch circuits (E3703) 4111 Feeder requirements and load calculations (E3704) / Required lighting and receptacle outlets (E3901, E3903) /NJ-"O Ground -fault and arc -fault circuit -interrupter protection (E3902) f �l� Devices and lighting fixtures (Chapter 40) / I+ Yl Appliance installation (Chapter4l) F-' (.A Swimming pools (Chapter42) /4"44— Class 2 remote -control, signaling and power-lim- Red circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) ! ` r V Compliance with Appendix E verified -11- RADON ,MTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G ve ified PljTIO COVE S (Appendix H) rrovisions adopted (K701.5) I Comp ' nce with Appe dix H verified PJ'E SEWAG� DISPOSAL ppendix/thAppendix Provisions adopted (R1Compliance I verified I EXISTI G BUILDINGS S RUCTURES ( pendi r�) I Provisions adopted R102.5) Cc pliance wit ppendix J erified SOUND TRAM MISSION (Appendix K) Provisions adoo d (R102.5) L Complia a with Appendix K verified HOME DAY CARE—R_3 OCC'I IPANC'Y (Ap nriox ) Provisions adopted (R102.5) Compliance with Appendix M verified -12- WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie un1y, t-1. July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 6484 Alemendra Permit # 1506-0541 In regards to the abovementioned permit, the Roof Underlayment that will be used is If there are any Thank you, o Matthew L J UDL-25 Plus - NOA# 14-0603.18. I can be reached at (772) 878-5513. — V.P. Miami Division Miami a �� Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 MlAM *E DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www. mia midade.eov/e co nomv rd� it t zi MIN :,2� Irj N I �Y This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 V ROOFING COMPONENT APPROVAL Catezorv: Roofing Sub-Cateeorv: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® IIDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 & 93 polymer stabilized polypropylene on both sides. Titanium®UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location 41& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location 92 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant Location 43 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and H sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D 1970 Unreinforced polymer modified bitumen material Manufacturing Location #4 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. ML 1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date Intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 3118010OOQ-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTMD1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity I ERD I15010.05.10 ASTM D4798 / D226 05/14/10 I38010.08.11 ASTM D226 08/11/11 I35520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhincRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof Ul5, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies Titanium® UDL-50, UDL TTMC-300, UDL TT, UD Titanium UDL25, and RhinoRoof RSA Synthetic Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: L using Titanium® UDL-25 PLUS, Titanium® UDL-30, TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Underlayments refer to a current Approved Roofing Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. MIAMMADE COUNTY NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 l LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium® UDL-25 PLUS, Titanium" UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium" UDL-25 PLUS, Titanium" UDL-30, Titanium" UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium" UDL-25 PLUS, Titanium" UDL-30, Titanium" UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium" UDL-25 PLUS, Titanium" UDL-30, Titanium" UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium" UDL-25 PLUS, Titanium" UDL- 30, Titanium" UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. _ 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 RECEI'.' .D JUN 2.91015 3 i9/C/1 _ i 1 1 (0-7i MIN. SETBACK RM SIDES CNR SIDES p REAR d ZNG..� ?n - 35 F.r EIPrJ. . 1 2 i� A 15ac1 5 �igrJr�m.42k 4 a N � q � w � �,f IS r� z;y•��r t 713 4 a, )L FORM 405-10 -FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CARLTON 2 CAR GARAGE Builder Name: Street: SPANISH LAKES Permit Office: City, State, Zip: FT. PIERCE , FL Permit Number: Owner: iaV.�A Jurisdiction: Design Location: FL, Fort Pierce r 1. New construction or existing New (From Plans). 9. Wall Types (1712.0 sgft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 928.00 ft' 2. Single farm or multiple family Single-family family b. Frame -Wood, Adjacent R=11.0 400.00 ft' 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior ,R=4.3 384.00 ft' 4. Number of Bedrooms 2 d. WA 10. Ceiling Types (1565.0 sgfL) R= 1P Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1565.00 fP - 6. Conditioned floor area above grade (fta) 1565. b. N/A R= ft' R- fta Conditioned floor area below grade (ft) 0 c. WA 11 Ducts R ft' 7. Windows(126.3 sgtl.) Description Area a. Sup: Attic, Rat: Attic, AH: Attic 6 168 a. U-Factor: Sgi, U=0.50 126.25 fla _ SHGC: SHGC=0.32 12. Cooling systems kStuthr Efficiency b. U-Factor: NIA tP a. Central Unit 35.0 SEER:15.00 SHGC: c. U-Factor. NIA fta SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor: NIA fN a. Electric Heat Pump 36.0 HSPF:9.00 SHGC: Area Weighted Average overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cep:40 gallons 8. Floor Types (1565.0 sqft.) Insulation Area EF:0.920 a. Slab -On -Grade Edge Insulation R-0.0 1565.00 ft- b. Conservation features b. NIA R- fP None c. WA R= ft' 15. Credits Pstat Total Proposed Modred Loads: 24.64 PASS Glass/Floor Area: 0.081 Total Standard Reference Loads: 32.14 I hereby certify that the plans and specifications covered by Review of the plans and O6 (HE STgr� this calculation are in compliance with the Florida Energy specifications covered by this �y Code. calculation indicates compliance `= T`":.••" m" with the Florida Energy Code. rm„"' ryy1 r PREPAR BV• . Before construction is completed i-4 O a - DATE: - this building wilt be inspected for compliance with Section 553.908 ° a I hereby certify that this building, as desi ned, " in mpliance Florida Statutes. COD w th the Florida Energy Cade. WE �J OWNER/ GE T. BUILDING OFFICIAL: 1 DATE: DATE. I. 8172014 8:43 AM EnergyGauge® USA- FlaRe92010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: CARLTON 2 CAR GARAGE Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1565 Lot # Block)SubDivlslon: ' Owner Total Stories: 1 No PlatBook: # of Units: 1 Worst Case: Rotate Angle: 0 Sbeet SPANISH LAKES Builder Name: Cross Ventilation: No County: ST. LUCIE COUNTY Permit Office: Whole House Fan: Yes City, State, Zip: Fr. PIERCE, Jurisdiction: FL , Family Type: Single-famity New/ risting: New (From Plans) Comment CLIMATE IECC Design Temp Int Design Temp Heeling Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % 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 Blocki 1585 12520 SPACES Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Number Name 1 Main 1565 12520 Yes 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulate Main 187 It 0 1565 fN -- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emftt Deck Pitch / Materials Area Area Color Absor. Tested Tested Insul. (deg) V # Type Hip Metal 1695 fP 0 fP Medium 0.96 No r0.9 No 0 22.6 1 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC _ 1 Full attic Vented 300 1565 it, N N CEILING # Ceiling Type Space R-Value Area Framing Free Truss Type 1 Under Attic (Vented) Main 30 1565 It, 0.11 Wood BR12014 8:43 AM EhergyGauge4i) USA - FlaRe52010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS 1 N _ 2 E _ 3 S _ 4 W _ 5 N Adjacent Space Wall Type Exterior Concrete Block - Int Insul Mein Exterior Concrete Block - Int Insul Main Exterior Concrete Block -Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame -Wood Main Cavity Width Heigh R V I Ff I Ff I 4.3 48 8 4.09999 34 8 4.09999 48 8 4,09999 34 8 11 50 a A 384.0 %' 272.0 ft' 384.0 ft' 272.0 fN 400.0 fP Sheathing Framing solar R V I Enid- -Ab$ r 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 Below r mde/ 0 0 0 0 0 DOORS # Omt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 S Insulated Main None. .48 3 ' 6 8 20 ft' WINDOWS Orientation shown is the entered Proposed orientation. Overhang # _ 1 _ 2 _ 3 _ 4 _ 5 Wall Omt ID Frame Panes NFRC N 1 Metal Single (Tinted) Yes N 1 Metal Single (Tinted) Yes E 2 Metal Single (Tinted) Yes W 4 Metal Single (Tinted) Yes W 4 Metal Single (Tinted) Yes U-Factor SHGC Area 0.5 0.32 27.0 ft- 0.5 0.32 40.0 ft' 0.5 0.32 39.8 ft' 0.5 0.32 13.5 [P 0.5 0.32 6.0 ft2 Depth 2 ft 0 in 2 ft 0 In 2 ft 0 In 2 ft 0 in 2 ft 0 in Separation Int Shade 6 ft O in Drepealblinds 6 ft 0 In DmpesPoands 6 ft 0In Drapes/blinds 6 ft 0 In Drapestblinds 6 ft 0 In DrepesfbMds Screening None None None None None GARAGE # _ 2 Floor Area Ceiling. Area 1040 IF 1040 fN Exposed Well Perimeter Avg. Waft Height 50 ft 8 ft E)posed Wall Insulation 11 INFILTRATION , # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2052.5 112.68 211.91 .365 9.8363 HEATING SYSTEM # _ 1 a Sub System Type � Electric Heat Pump None Efficiency HSPF: 9 Capacity 35 kBtufhr Block f Ducts sys#t COOLING SYSTEM # 1 System Type subtype Central Unit None Efficiency Capacity Air Flow SHR Block SEER: 15 35 kBtU1hr 1050 cfm 0.75 1 Ducts sys#1 8/7I2014 8:43 AM EnargyGauge® USA- R8ReS2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSEC Cart # Company Name System Model # Collector Model # Area Volume FEF ft' None None DUCTS — Supply — — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 168 fF Attic 25 fF Default Leakage Attic (Default) (Default) 1 1 _ TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coaling j Jan ) Feb Feb Mar Mar [ ] L A r Ap Ma Jun rj Jul y � I[X Au 4X Se Oct r Oct [fX'J Nov Nov f Dec Dec Heating Jan [[Xj]] X Mar X l7c) Apr May Jun Jul [ Aug l Se P Oct [%] [ 1 Venting [ I Jan i 1 Feb l l Thermostat Schedule: HERS 20D6 Reference Hours 9 10 11 12 Schedule Type 1 2 3 4 5 6 7 8 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 PM 80 80 78 78 Cooling (WEN) 78 78 78 78 78 78 78 78 78 ' 78 78 78 PM Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 68 68 68 68 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 68 68 8/7/2014 8:43 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Oceiricntini Whnia RuildinQ Performance Method ADDRESS: SPANISH LAKES PERMIT #: FT. PIERCE, FL, ruerunWrnaY 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 cooling system. Where forced -air furnace is primary system, controls programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. 403.2.2 All duds, air handlers, filter boxes and building cavities which form the Ducts primary air containment passageways for air distribution systems shall be considered duds 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 systems shall not exceed the minimum ASHRAE 62 level. ventilation 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 HP shall have the capability of operating at two or more speeds. Spas & 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 4/16113). 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. Callings/knee walls 405.2.1 R-19space .permitting. `+ 'A" tb)L �� P 8/712014 8:43 AM EnergyGauge® USA- FlaRes2ol0 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. SPANISH LAKES, FT. PIERCE, 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 haul, Exterior R-4.1 928.00 fF b. Frame - Wood, Adjacent R=11.0 400.00 ft' 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R-4.3 384.00 fP 4. Number of Bedrooms 2 d. N/A lk= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1565.00 fN 6. Conditioned floor area (ft') 1565 b. N/A R= ft' c. WA R= ft' 7. Windows" Description Area 11. Ducts R fN a. U-Factor: Sgl, U=0.50 126.25 ft' a. Sup: Attic, Rat: Attic, AH: Attic 6 168 SHGC: SHGCro.32 b. U-Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr .Efficiency c. U-Factor: N/A 1R a. Central Unit 35.0 SEER:15.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtrdhr Efficiency SHGC: a. Electric Heat Pump 35.0 HSPF:9.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1565.00 fl' a. Electric EF: 0 92 b. N/A R= ft' b. Conservation features {j c. N/A R- ft' None ff' 15. Credits ° ( 1 V tat r I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. O herw' , anew EPL Display Card will be completed based on installed Code complia r Builder Signature: Date: Address of New Home: City/FL Zip:C{ "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 - FlaRea2010 Section 405.4.1 Compliant Software Project Summary Job: wrightsoft' By: Enure House QUICK CALCS, INC. 317 ST LUCIE LN.. FT. PIERCE, FL 34946 Phone:. 772-466.6799 Fax: 772-466-6796 Email: OUICKCALCS®AOL.COM Project Information For: CARLTON 2 CAR GARAGE + `� SPANISH LAKE S,CE, FL Notes: Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TO 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17886 Btuh Structure 17149 Btuh Ducts 5866 Btuh Ducts 8869 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23752 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 24717 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 0 Structure 2042 Btuh Fireplaces Ducts 2414 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1565 1565 Equipment latent load 4456 Btuh Volume (ft3) 14664 14664 Airchanges/hour 0.38 0.20 Equipment total load 29173 Btuh Equiv. AVF (cfm) 93 49 Req. total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carrier Trade Trade Model 25HPA536H31 Cond 25HPA536H31 AHRI ref 3257878 Coil CAP"3621A"+58CV(A,X)110-20 AHRI ref 3257878 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 24500 Btuh Heating output 35200 Btuh @ 47OF 27 OF Latent cooling Total cooling 10500 35000 Btuh Btuh Temperature rise Actual airflow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.045 0 cfm/Btuh in H2O Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Aug-0708:43:40 .�, WTI IYSOY' Right -Suite® Universal 2013 13.0.15 RSU08101 Page 1 C:\Program Files\CARLTON 2 CAR GARAGE.rup Cale = MJe Front Door laces: N wri htsoft• Ri ht J® Worksheet Job: 9 Entire House Date: By: QUICK CALCS, INC. �n sT I IICIF IN FT PIERCE. FL 34946 Phone: 772-466-6799 Fax: 772-4666796 Emil: OUICKCALCS @AOL. DOM 1 Room name Entire House MASTER BEDROOM 2 Fposed wall 138.0 ft 9.4 It d 38.0 It 9.4 ft hsat/cod 3 Room height 14.0 x 16.0 ft 4 Room dimensions W 224.0 IF 5 Roam area 1560.0 Ty Construction U-value Or HTM Area (w) Load Area (III) Load number (BtuNfP-OF) (Btuh/fV) or perimeter (ft) (Btuh) or perimeter (tt) (Bluh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 14/ 13A-4ms 0.143 ne 4.00 2.55 451 430 1724 1096 75 75 301 191 Lf 1A-clam 1.270 ne 35.56 70.43 21 0 736 1458 0 0 0 0 0.143 se 4.00 2.55 75 53 212 135 0 0 0 0 -13A-0acs D 11D0 0.390 se 10.92 11.31 22 22 242 251 0 0 0 0 11 W 13A-4ocs 0.143 sw 4.00 2.55 451 431 1727 1098 150 150 602 383 1A-clam 1.270 sw 35.56 70.95 6 0 213 426 0 0 0 0 1A-clom 1.270 sw 35.56 70.95 14 0 491 979 0 0 0 0 13A-40cs 0.143 nw 4.00 2.55 320 255 1022 649 132 108 432 275 IA-clom 1.270 nw 35.56 70.43 12 0 415 822 12 0 415 822 1Aclom 1.270 nw 35.56 70.43 12 0 427 845 12 0 427 845 IA-clomd 1.270 nw 35.56 70.43 41 0 WI 2874 0 0 0 0 P 12C-Osw 0.091 - 2.55 1.28 451 451 1150 579 0 0 0 0 C 16A-30md 0.032 0.90 2.32 1560 1560 1398 3619 224 224 201 520 F 22A-tpl 0.989 - 27.69 0.00 1560 138 3821 0 224 38 1052 0 6 c)AED elcursicn 1513 574 Envelope loss/gain 1 16343 3430 3610 12 a) Infiltration SIX 787 222 b) Room ventilation 0 0 0 13 Internal gains: Occupants B 230 0 P285B 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 17149 4217 3832 Less eternal load 0 0Less transfer 0 0 0 0 0 0 Redistribution 17886 17149 4217 3832 14 Subtotal 33% 52% 5866 8869 33% 52%61 1383 1982 15 Duct loads 1 Total mom load 23752 26018 5600 5813 Air required (cfm) 1167 1167 275 261 Ed. �� -Pl- wrightsoft- Right -Suite® Universal 201313.0.16 RSLI08101 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: 2014-Aug-07 08:43:40 Page 1 wrightsoft• Right-J® Worksheet Date: Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN.. FT PIERCE. FL 34946 Phone: 772-466-6799 Fax: 772-466.6796 Email: OUICKCALCS®AOL.COM 1 Room name WIC MASTER BATH 2 Exposed wall 0 ft 9.4 ft heat/cool 8.0 ft 9.4 ft heaUcoof 3 Room height 7.0 x 9.0 ft7.0 x 8.0 it 4 Room dimensions 63.0 ft' 56.0 fr2 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft-) Load number (Btutyftx°F) (BtulVfo or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 W 13A-00cs 0.143 no 4.00 255 0 0 0 0 0 0 0 0 0 7Aclom 1.270 no 35.56 70.43 0 0 0 0 0 0 0 0 __f 0.143 se 4.00 2.55 0 0 0 0 0 0 0 �13A-4ocs D 11D0 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 11 13A flocs 0.143 sw 4.00 2.55 0 0 0 0 75 75 301 191 1A-c1om 1.270 sw 35.56 7Q95 0 0 0 0 0 0 0 0 1A-clom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 1A-c1cm nw 4.56 0 0 0 0 0 0 0 0 1A-clam 1.270 1.770 nw 35.56 0.43 70.43 0 0 0 0 0 0 0 0 1A-c1om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1Aclomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 - 2.55 1.28 0 0 0 0 0 0 0 0 C 16A-30md 0.032 0.90 2.32 63 63 56 146 56 55 50 130 F 22A-tpl 0.989 27.69 0.00 63 0 0 0 56 8 222 0 6 c)AED excursion 0 0 Envelope loss/gain 56 146 573 321 0 0 166 47 12 a) Infiltration 0 0 0 0 b) Room ventilation 1 13 Intemal gains: Occupants ® 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6to 13) 56 146 738 368 Less wdemal load 0 0 0 0 Less transfer 0 0 0 0 0 0 0 0 Redistribution 56 146 738 368 14 Subtotal 33% 52% 19 76 33% 52% 242 190 15 Duct loads Total room load 75 222 981 48 558 25 Air required (cfm) I 1 4 10 wrightsoft' 2014-Aug-07 08:43:40 Right-Suite(E) Universal 2013 13.0.15 RSU08101 Page 2 . `A CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door Faces: N + wrightsoft• Right-M Worksheet Date: Entire House By. QUICK CALCS, INC. qn AT 1 I ICIF 1 N.. FT PIERCE. FL 34946 Phone: 772-466.6799 Fax 772-46&6796 Emall: OUICKCALCS®AOLCOM 1 Room name M. BATH LAUDRY 2 Exposed wall 7.0 It 0 If 3 Room height 9.4 If heat/cool 9.4 It heaVcool 4 Room dimensions 1.0 x 61.0 It 6.0 x 6.0 If 5 Room area 61.0 W 36.0 It' TY Construction U-value Or HTM Area (ft') Lead Area (ft2) Load number (BtutVft'--°F) (Btu[Vftl or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool - 6 W 13A-4ws 0.143 no 4.00 2.55 0 0 0 0 0 0 0 0 �C IA-clom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 O.143 se 4.00 2.55 0 0 0 0 0 0 0 0 -13AAocs D 11D0 0.390 se 10.92 11.31 0 0 0 0 0 0 0 0 y/ 11 13A-4s 0.143 sw 4.00 2.55 66 60 239 152 0 0 0 0 IL---�Gac IA-clom 1.270 sw 35.56 70.95 6 0 213 426 0 0 0 0 1Aciom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 M/ 13A-4acs 0.143 nw 4..4 0 0 0 0 0 0 0 0 1A-ctom 1.270 nw 35.5656 70A3 0 0 0 0 0 0 0 0 1Ac1om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1Acicmd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 - 2.55 1.28 0 0 0 0 0 0 0 0 C 16A-3Omd 0.032 - 0.90 2.32 61 61 55 142 36 36 32 84 F 22A-tpl 0.989 - 27.69 0.00 61 7 194 0 36 0 0 0 6 c)AED excursion 165 0 Ernelope loss/gain 701 885 32 83 12 a) Infiltration 145 41 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) B46 926 32 83 Less ememal load 0 0 0 0 Less transfer 0 0 0 0 0 0 0 0 Redistribution 846 926 32 83 14 15 Subtotal Duct loads 33% 52% 278 479 339/6 52% 11 43 Total mom load 1124 1404 43 127 Air required (cfm) 55 63 2 6 A - wrigt>ttsoft' 2014-Aug-0708:age 3 Right-ARAG) universal 2013 18 Fr nt Door 01 Page 3 C:\Program Files\CARLTON 2 CAR GARAGE.rup Colo = MJB Front Door laces: N wrightsoft' Right-J® Worksheet Date: Entire House By: QUICK CALCS, INC. 317 ST LUCIE LN FT PIERCE FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: DUICKCALCSOAOL.COM 1 Room name BEDROOM 2 DINING/GREAT ROOM 2 5posed wall 12.0 it 9.4 It heat/cool 49.0 it 9.4 ft heat/cool 3 Room height 15.0 x 12.0 it 1.0 x 568.0 It 4 Room dimensions 180.0 Iry 568.0 fP 5 Room area Ty Construction U-value Or HTM Area (fF) Load Area (fP) Load number (Btuh/11MF) (Btulvft� or perimeter (ft) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13AAMS 0.143 ne 4.00 2.55 0 0 0 0 273 252 1009 641 I--G 1Actom 1.270 ne 35.56 70.43 0 0 0 0 21 0 736 1458 13A-4ws 0.143 se 4.00 2.55 0 0 0 0 0 0 0 0 0 _D 11DO 0.390 se 10.92 11.31 0 0 0 0 0 0 0 W 11 13A-4ocs 0.143 sw 4.00 2.55 113 99 396 252 0 0 0 0 mlom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 0 0 II---GG tAclom 1.270 sw 35.56 70.95 14 0 491 979 0 0 188 147 589 375 13A-4ccs 0.143 nw 4.00 2.55 0 0 0 0 0 0 IA-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 to-clom 1.270 nw 35.56 70.43 0 0 0 0 0 1Aclomd 1.270 nw 35.56 70.43 0 0 0 0 41 0 1451 287 P 12C-0sw 0.091 0.032 2.55 0.90 1.28 2.32 122 180 122 180 311 161 157 418 0 568 0 568 0 509 0 0 1318 C F 16A.30md 22A-tpl 0.989 27.69 0.00 180 12 332 0 568 49 1357 0 365 411 6 c)AED excursion Envelope loss/gain 1692 2170 5651 7076 249 70 1015 286 12 a) Infiltration 0 0 0 0 b) Room ventilation 13 Internal gains: Occupants ® 230 0 0 0 0 0 Appliances/other 0 Subtotal Ines 6 to 13) 1941 2240 6666 7363 0 0 0 0 Less e1¢erral load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1941 7363 14 Subtotal 33% 52% 636 1159 1159 33% 52% 2186 2186 3808 3508 15 Duct loads 2577 3399 8851 11170 Total room load 127 1.9 435 501 Air required (cm) A wrightsoft" 2014-Aug-07 08:e 4 Right -Suite® Universal 2013 13.0.15 RSU08101 Page 4 CAProgram Files\CARLTON 2 CAR GARAGE.rup Cale = MJB Front Dcor races: N wrightsoft• Right-J® Worksheet Date: Entire House By: QUICK CALCS, INC. cr P¢occ P1 2404a P6nnn: 772-466-6799 Fax: 772-466-6796 Email: OUICKCALCS®AOL.COM KITCHEN Rcom9 1 Room name 11.0 It 5.0 it 2 Fpcsed wall 9.4 it heat/cool 9.4 it heat/cool 3 Room height 19.0 x 11.0 it 10.0 x 5.0 it 4 Room dimensions 209.0 IV 50.0 ft2 5 Room area Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) (it) Load (Rtuh) number (9tuIJtR°F) (Gtutdfl2) or perimeter (ft) (Dluh) or perimeter Heat Cool Gm s N/P/S Heat Cool Gross N/P/S Heat I Cool 6 W 13A-4ocs 0.143 ne 4.00 2.56 103 103 414 263 0 0 0 0 0 0 L--C 1Ac1om 1.270 no 35.56 70.43 0 0 0 0 0 0 0 0 0 13A-flocs 0.143 as 4.00 2.55 0 0 0 0 0 0 0 `D 13A 0.390 se 10.92 11.31 0 0 0 0 0 0 11 13A-4acs 0.143 sw 4.00 2.55 0 0 0 0 47 47 1t38 120 � lAclom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 IA -clam 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 0 13A-lots 0.143 nw 4.56 2.43 0 0 0 0 0 0 1A-ciom 1.143 nw 34.00 72.55 0 0 0 0 0 0 0 0 0 1A-clam 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 to-atomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 0 0 0 P 12C.Osw 0.091 0.032 - 2.55 0.90 1.28 2.32 122 209 122 209 311 187 157 485 0 50 50 45 116 C F 16A-30md 22A-tpl 0.989 27.69 0.00 209 11 305 0 50 5 135 0 6 c)AED excursion -1 0 Fsvelope loss/gain 1217 904 371 235 228 64 1 12 a) Infiltration 0 0 0 0 b) Room ventilation 13 Intemal gains: Occupants ® 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6to 13) 1445 968 475 265 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 0 0 Redistribution 1445 968 475 265 14 Subtotal 33% 52°/ 474 501 33% 52% 156 137 15 Duct loads Total room lead 1919 94 1469 86 631 31 401 18 Air required (cfm) A wrilght aft- 2014-Aug-0708:43:40 Right-Suite(D Universal 201313.0.15 RSU08101 Page 5 CAProgram Files\CARLTON 2 CAR GARAGE.rup Calc = MJ8 Front Door faces: N P + wrightsoft' Right-J® Worksheet Date: Entire House By. QUICK CALCS, INC. �.a� r omory n 1nonc ah - 779.486-6799 Fan 772-466-6796 Email: OUICKCALCS®AOL.COM 1 Room name HALL FOYER 2 Exposed wall 0 It 8.0 It 3 Room height 9.4 It heat/coot 9.4 If heal/cod 4 Room dimensions 5.0 x 5.0 It 8.0 x 11.0 It5 Roam area 25.0 ff2 88.0 IF Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (BWIVRZ"F) (Bluh/ft2) or perimeter (ft) (Btuh) or perimeter (if) (Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13AAMS 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 Lei 1Aclom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 0.143 as 4.00 2.55 0 0 0 0 75 53 212 135 -13A-flocs D 11D0 0.390 as 10.92 11.31 0 0 0 0 22 22 242 251 tLl 11 134-0ocs 0.143 sw 4.00 2.55 0 0 0 0 0 0 0 0 1A-clam 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 fV-�G 1A-clom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 13A-4om nw 4.56 2.43 0 0 0 0 0 0 0 0 1Actom 1.270 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1Ac1om 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1Aolomd 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 0 0 0 0 207 207 527 265 C 16A-30md 0.032 - 0.90 2.32 25 25 22 58 88 88 79 204 F 22A-tpl 0.989 27.69 0.00 25 0 0 0 88 8 222 0 6 c) AED excursion 0 .1 Er elope loss/gain 22 58 1282 854 0 0 166 47 12 a) Infiflmtion 0 0 0 0 b) Room ventilation 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 22 58 1447 901 Less ebernal load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistributlon 0 22 0 5B 1447 901 14 15 Subtotal Duct loads 33% 52% 7 30 33% 52% 475 466 Total room load 30 88 1922 1367 Air required (cfm) 1 4 94 61 A -F)4- wrightsoft' Right -Suite® Universa1201313.0.15 RSU08101 CAPmgram Files\CARLTON 2 CAR GARAGE.rup Cato = MJ8 Front Door faces: N 2014-Aug-07 08:43:40 Page 6 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: M11364 - 70' Royal with 2 car garage MiTek USA, inc. Site Information: Tamp Parke East Blvd. Tampa, FL33610-4115 Customer Info: Wynne Project Name: M11364 Model: Lot/Block: Subdivision: Address: unknown City: St. Lucie County State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date T6952247 3l301015 18 T6952264 KJ5 151 12 T6952248 Al 13/30/015 19 I T6952265 I KJ7 13/30/015 I 13 T6952249 A2 13/30/015I20 T6952266 I MV2 3/30/015 4 T6952250 A3 3/30/015 21 T6952267 Mva 3/30/015 5 T6952251 A4 3/301015 6 T6952252 ATA 3/30/015 7 T6952253 BHA 3/30/015 8 T6952254 D 3/30/015 9 T6952255 D1 3/30/015 10 T6952256 GRA 3/30/015 11 T6952257 GRD 3/30/015 I12 T6952258 J1 3/30/015 13 T6952259 J3 3/30/015 14 T6952260 J5 3/30/015 15 T6952261 J7 3/30/015 16 T6952262 J8 3/30/015 17 T6952263 JX 3/30/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. `,%u u r I/I// %``�`,CUIN VF��ii �` OP...... .�F��i = 68182 = -U: XZ :9 : STATE OF : 44/� <[/ . G R t �NN % FL Cert. 6634 March 30,2015 I Velez, Joaquin 1 of 1 Job Truss I ype oty Ply 70' Royal wnh 2 car gaage T69522d] Nit36d A HIP 1 1 Job Reference (optional) Chambers Trues, Fon Pierce, FL 7.610 a Jan 16 2015 MRek Industries. Inc. Mon Mar 4.00 12 34.1 4-11-0 This truss is NOT symmetric. Proper orientation is essential. 4i8 — 2.3 14x4 = 3z4 = 4 22 5 6 23 7 Scale=1:61.8 4 6xe = m 3x5 = 3x4 = 3x6 = 3x6 = 3x8 = 3x4 = LOADING(psl) SPACING- 2-0-0 CSI. DEFL in (too) Well ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.15 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Ven(rL) -0.39 11-13 >623 240 BCLL 0.0 • Rep Stress Incr YES W B 0.82 HoR(TL) 0.02 9 n1a Na BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 160 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc patine. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=440/0-8-0, 13=1585/0-8-0, 9=674/0-8-0 Max Horz2=107(LC 7) Max Upilit2=-295(LC 8), 13= 922(LC 8), 9— 433(LC 8) Max Grav2=474(LC 17), 13=1585(LC 1), 9=695(LC 18) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1086/378, 4-22=-372/760, 5-22=-372(/60, 5-6=372/760, 6-23=-755/447, 7-23-755/447, 7-8=-831/450, 8-9=-1266/661 BOT CHORD 2-15-413/1209, 12-13= 37/281, 11-12=-37/281, 9-11=-595/1351 WEBS 3-15-374/348, 4-15=-1441344, 4-13=-905/526, 5-13=-297/263, 6.13=1137/728, 6-11=-260/613, 8-11=-350/339 NOTES - 2) Unbalanced Wind: ABC Er7-10;; Vultoof live a765mph (3 second gust) Vasds have been considered for =128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1 Bit; B=70f; L=35ft; eave=511; Cat. II; ♦♦♦♦s design. ttau i (V f iV F��I�� Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,\ P F� I, 3) Provide adequate drainage to prevent water pending. `��'O: •� G E N S • • �� 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. V lc�••• 10 5) • This imss 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 Z N 68182 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of Wthstanding 2951b uplift at joint 2, 922 lb uplift at joint IE * ; • •• * �_ and 433 Ib uplift at joint 9. 7 C 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. '9 cT OF rtill N q, E�♦ ♦ FL Cert. 6634 March 30,2015 Q WARNING -Verily Resignp rnan.l nand READ NOTES ON MIS AND INCLUDED INTEK REFERANCE PAGE 111I1J473 rev. 0"Srz01S BEFORE USE. R Design valid fa use only Wth MRek connectors. Prls tlesign is based only upon panametersshown- and is for an hdrdual bulldog component. �y Appocabyry of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral wpport ofindMdual web members only. AddilorwltemporarybraclsxlfolawrestaMilyduingconstmatb islherespondblllltyofth, MiTek' erector. Addllonal permanent brccin, of ttre overall structure Is fhe responsibility of the landing designer. For gonerd guldarrce regortlhg fabrication, quality control. storage. delivery, erection and baring. concur ANSI/fPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety INormdion available from Truss Rde Iraillute. 781 N. LOU Street State 312 Alexcntaft VA MI 4. Tempe, FL 336113 Truss truss ype Uty ply 70'Roy.l wish 2 car g.e.ga T6952248 M11364 Al SPECIAL 1 1 Job Reference tonal ch.".u. INss, ron I"... FL 5B 7 ID:OLUI2piOZ-SmS_JUbP6BgUFJ4j 9-1-11 Scale= 1:62.9 4.00 12 5x6 = 3x4 5x6 = = 4 20 5 21 6 13 12 30 = 3x6 i 3x4 = 5x6 = 2.00 I2 3xl2 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.93 Vert(LL) 0.68 10 >621 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.93 Ved(TL) -1.1411-12 >368 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.80 HOrz(TL) 0.40 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 154111 FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabillzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1362/0-8-0, 8=1336/0-8-0 Max Horz2=126(LC 7) Mm Uplift2=-831(LC 8). 8=-819(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3154/1861, 3-4=-2911/1716, 4-20= 2634/1614, 5-20=-2634/1614, 5-21=-3771/2177, 6-21=-3771/2177,6-7=-5230/2979, 7-8=-5525/3138 BOT CHORD 2-13=1658/2941, 12-13— 1281/2446, 11-12=-1733/3241, 10-11=-1955/3831, 8-10_ 2881/5252 WEBS 3-13=-314/328, 4-13=-211/435, 4-12— 133/435, 5-12=894/551, 5.11— 2457701, 6-11= 293/184,6-10=-1199/2107, 7-10=-358/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL--4.2psf; BCDL=3.Opsf; h=1511; 8=70ft; L=351t; eave=511; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. , 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at Jolnt(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity= of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 831 lb uplift at Joint 2 and 819111 uplift at lolnt 8. y 9) '3eml-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. %*.oPQUI �.•�\In, ENSF•.1�i N 68182 ' �. T OF i FL Cert. 6634 March 30,2015 QWARNING- Verlry desfgn parameferc and READ NOTES ON THISAND INCLUDED MBEKREFERANCEPAGEMII.14T3 my. 02N"015BEFORE USE ■■■■■■ Design valid for Use only with Mifek connectors. INS design is based only upon parameters Movm. and h for an individual buNcing component. Applkablity of design parameters and proper lncorporalion of component k rosp slblllty of bullctV designer - not it=desgner.&acing shown ■ Is for lateral suppod of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponslblity of the MiTek• erector. Adc lllonol permanent bracing of tt overall stmcNm Is the res Mbllityof lM buflar designer. Forgerseral guidance regarding tabdcatiom quallty confrol. storage, OelNery, erector and UMa g. cormllt ANSIPPI I Quality Criteria, DSB-89 and BC51 Building Component 6904 Parka East Blvd. safety Information ovally le Gom truss Rate Institute. 781 N. Lee Street, Su9e 312. Alexandria. VA22314. Terry., FL 33610 Job fuss fuss ype ty y 70' Royal with 2car9arage T6B52249 M11364 A2 SPECIAL 1 1 Job Reference (optional)_ Chamber. Truss, Fort Pierce, FL.oma+en,o•o,o,.,,,er.,,,...._,,•�, ,.. ,..,, ....,.. ...n-. ID:OLulzpiQ?_SmS_JUbP6BgtzFJ4j-_p4JKW XRCiJOxSmiULnbOaxZta80BrIKf?jFG2LVnYb 1-0- 8-11-15 14-0-0 21-a0 26-h2 35-0-0 -0 -o-0 a-11-15 5-a1 7-0-0 5-f-2 8.10-14 -0-0 Scale = 1:62.9 4x5 = e an 5x8 = 2x3 11 5x12 = 3x12 3x6 2.00 F12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lot) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.81 Ve 1(LL) 0.68 9 >618 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(Q -1.43 9-10 >293 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES W B 1.00 Horz(TL) 0.40 7 Na n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 151111 FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* 5-9: 2x4 SP M 30 REACTIONS. (Ib/size) 2=1366/0-8-0, 7=1332/0-8-0 Max Horz2=146(LC 7) Max Uplift2=-835(LC 8), 7=-814(LC 8) BRACING - TOP CHORD Structural wood sheathing directiyapplied or 2-2-0 oc puffins. BOT CHORD Rigid telling directly applied or 4-3-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-2985/1701, 3-4=-2373/1431, 4-5=-2273/1421, 5-6=-5207/2930, 6-7=-5549/3139 BOT CHORD 2-11=-1646/2855, 10-11=-1477/2760, 9-10=-1505/2927, 7-9= 2885/5280 WEBS 3-11=0/259, 3-10=-644/431, 4-10=-185/461, 5.10=-816/445, 5-9=-1381/2679, 6-9= 390/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=1511; B=70ft L=35ft eave=5ft; Cat. It; Exio 3) Provide adequate pdrainage o prevent rwater pond ngber DOL=1.60 plate grip DOL=1.60 ,``,`TaU i N 1V� 4) All plates are MT20 plates unless otherwise Indicated. ,�� OP �� 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. ,� , •••�C E N,3 6) *This truss has been designed for alive load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �. F '•, �� fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity � * ; • N 68182 '•. of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 2 and 814111 uplift at : C Joint 7, 1 9) "Semi -rigid pltchbreaks Including heels" Member end fixitymodel was used In the analysis and design of this truss. i P T F I r ca . FL Cert. 6634 March 30,2015 ,& WARNING. Verify design paramefem end READ NOTES ON THISANG INCLUDED MITEKREFERANCEPAGE MY-74M rev. OT/fsQuI5SEFORE USE. Design valid for use only wlih MBek connectors. This design is based only upon parameters shown. and is for an Individual bustling component. Applk:abtlity of design parameters and proper Incorporation of component Is respomtuffity, of bulging designer -not Russ designer. &acing shown Is for lateral support of Individual web members oNy. Atltllibrol temporary bracing to Imure starrou y during construction Is the responsibility of the erector. Addlllonal permanent bracing of the overall structure is the resporlsrblllty of the buHalig designer. For general guidance regarding MiTek' fabrication qualM control, storage, delivery, erection and bracing, consult ANSIRPI I Quality Criteria, 088-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Rate Institute, 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job russ rUsS ype y TO'Royel wRh 2car garage T6962250 M11364 A3 SPECIAL i 1 Job Reference o tional Chambers Tmss, Fort Pierce, FL dJ1 a-0-10 3-0-0 4.CD 12 4x6 = SA = ,.aJiaeon-" ""'e. ,,,...,•,,,_•..." " ...a... 1S_UbP6Bgi FJ4j-S?dhXSY3z4RFYcLu221ggoTjQTBwKiTufSooVzVnYa 13 mr as II Sx6 3xl2 3x6 = 2.00 F12 scale: 3/16•=1' LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSL TC 0.89 BC 0.92 WB 0.86 (Matrix-M) DEFL. In (too) I/defl Vd Vert(-L) 0.72 10 >583 360 Ved(TL)-1.1710-19 >358 240 Horz(TL) 0.41 8 n/a Fla PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 161 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied. 5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 or, bracing. BOT CHORD 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 `Except` be Installed during truss erection, in accordance with Stabilizer 5-10: 2x4 SP M 30 installation guide. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1363/0-8-0, 8=1335/0-8-0 Max Horz2=165(LC 7) Max Uplill2=-833(LG 8), 8=-817(LC 8) FORCES. gb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3113/1785, 3-4=-2339/1400, 4-5— 2371/1488, 5-6=-5196/2948, 6-7=-5457/3199, 7-8=-5590/3199 BOT CHORD 2-13= 1572/2895, 12-13=-157412890, 11-12=-1065/2174, 10-11= 1177/2419, 8-10=-2945/5318 WEBS 3-13=01284, 3-12=-824/565, 4-11=-202/541, 5-11=-400/209, 5-10=-1636/2998, 6-10= 484/484 NOTES- 1) Unbalanced root live loads have been considered for this design. P, 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) VaSd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ff1 B=70fh L=351t; eave=5ft; Cat I ; e`J'O •!�G E N,3 •• `� �j Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �, F•'•• sir 3) Provide adequate drainage to prevent water pending. N 68182 r 4) All plates are MT20 plates unless otherwise indicated. r r 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'k •• 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. -p ; cc Z 7) Bearing at joint($) 8 considers parallel to grain value using ANSI/TPi 1 angle to grain tormuta. Building designer should verify capacity 9 •. T O F of bearing surface. C(/ 8)frovide mechanical connection (leyolhers) of truss to bearing plate capable of withstanding 833 lb uplift at joint 2 and 8171b uplift at .•T P `�� joint 8. �i O,.•' \ �� 9)'Seml-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. FL Cert. 6634 March 30,2015 ®WARNING-Verlfydesignparametersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II7473We 024&2015 BEFORE USE Design valid for use only will) Mack connectors lhls design Is based only upon ppramelers shown. and Is for an Indlvdual huNding component. ApplicabOlty of deslOn parameters and proper Incorporation of component 5 respondtAlty of bUldren deslgrwr- nor toil designer. Breathe stown ■■�•� o � Is far lateral support of individual web members only. Additional temporary bracing to True stability durind construction is the responslb9llN of the MiTek• erector, Additional p rrnanent bracing of the overall structure Is the responsibility of the build n, designer. For general geddance regarding fobdcatlon quallly control, storage, delivery, erection and bracing, consult ANSUTPI1 Quality Cdleria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Tmss Plate ImIlluie. 781 N. Lee Street. Sulfa 312, Alexandria, VA 2231A. Tampa, FL 33610 job I russ fuss I ype all, ]0'Royal wdh2cer gemge 6952251 M11364 A4 SPECIAL 16 1 Job Reference o Banal Chambers Truss, Fan Pierce, FL e)1 86-0 4.00 12 5x8 7-08 Scale = 1:61.8 13 Sx8 = 3x12 = 3x6 � 2x3 2.OD 12 0 m n Ifi f 6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.80 Verl(LL) 0.78 11 >537 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 VerICTQ-1.6111-12 >261 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 HOrz(TL) 0.43 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 1531b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 5-7: 2x4 SP M 31 BOT CHORD Rigid calling directly applied or 4-2-7 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 *Except' MITek recommends that Stabilizers and required cross bracing 5-11: 2x4 SP M 30 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1363/0-8-0.9=133510-8-0 Max Horz2=-179(LC 6) Max Uplift2=-833(LC 8), 9=-817(LC 8) FORCES. gb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3092/1791, 3-4=-2331/1366, 4-5=-2249/1388, 5.6=-5319/3083, 6-7=-5228/2966, 7-8=-5271/2965, 8-9=-5609/3202 BOT CHORD 2-13— 1577/2874, 12-13=-157712874, 12-20_ 1017/2069, 20-21=1013/2078, 11 -21 =-1 00912091, 9-11=-2953/5339 WEBS 3-13=0/255, 3-12=-853/609, 5-12=-56/334, 5-11 =-I 89513433, 6-11 =-320/31 1, 8-11=-305/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft L=35ft; eave=5tt; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 2o.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0pst. Z 6) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity= of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833 lb uplift at joint 2 and 817 lb uplift at joint 9. 8)1Semi-rigid pltchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. pU... r�.. . \GENs* . ;e, i FL Cert. 6634 March 30,2015 ®WARNING. Verlfydeslgnparemefareend READ NOTES ON TNISAND INCLUDED MNEKREFERANCEPAGEM61473 rev. OWSAU)1SBEFORE USE. ■ Design valdfor use onlywlth MBek connectors. This design is based only upon parameters shown, and is for an haiNcluol bullding component. of design parameters and prolcan ceolporation of component 5 respons UllN truss of bulldhg designer -not designer. Bracing shown NotAppllcaMllN IS (Or lateral supped ofintlNidual web members only. Mcliflond temporary bracng to Insure stabilltydMina construction is the responslbllinyofthe erector. Addilional permanent buadrg of the overall structure Is the responablIity of the building designer. For general guldonoe regarding MiTek' fabi calior, quality control. storage, call erection anal bracing, consult ANSVTPI I Quality Cdleda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avatable from Trutt Plate Irv1IMe. 781 N. Lee Street. Suite 31Z AlexarWib, VA 22314. Tamp., FL 32610 Job Truss I russ I ype Uty ply 70- Royal wfth 2 car garage T6952252 1,411364 ATA ROOF TRUSS 5 1 Job Reference (optional) chambela truss, ran riese, PL �1 4-6-12 4.00 F12 4x4 = 6-5-4 Scale=1:60.8 17 '- 16 _- _. 14 11 4x5 2x3 11 416 = 3x8 = 2x3 11 4x5 = 3x8 = 4x6 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20107rP12007 CSI. TC 0.38 BC 0.54 WB 0.47 (Matrix-M) DEFL. In (loc) Well Ud Vart(LL) 0.29 14-15 >999 360 Vert(TL)-0.7414-15 >565 240 Horz(TL) 0.15 10 n/a Na PLATES GRIP MT20 244/190 Weight: 166111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 6-3-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1399/0-8-0, 10=139910-8-0 Max Horz2=179(LC 7) Max Upllft2=-775(LC 8), 10=-775(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 lb) or less except when shown. TOP CHORD 2-3=-3157/1570, 3-4=-2665/1326, 4-5=-2594/1337, 5-24=-2667/1402, 6-24=-2617/1425, 6-25— 2617/1425,7-25=-2667/1402, 7-8=-2594/1337,8-9_ 2665/1326, 9-10=-3157/1570 BOT CHORD 2-17=-1360/2929, 16-17=-1360/2929, 15-16=-1360/2929, 15-26=-744/1961, 26-27=-744/1961,14-27=-744/1961,13-14=-1360/2929,12-13=-1360/2929, 10-12=-1360/2929 WEBS 6-14=-454/916, 7-14=-258/191, 9-14=-539/400, 6-15=-454/918, 5-15=-258/191, 3-15= 539/400 NOTES- 1) Unbalanced 1111I 2) Wind: ASCEr7-10;oot fVulladi 65mph (3 second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0ps1; h=151t; B=70ft; L=35ft eave=5ft; Cat. 11; �111s have been considered for this design. 1 (V �tf VF'/.- *a Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0Ib AC unit load placed on the top chord, 17.6-0 from left end, supported at two points, 5-0-0 apart. ,�� ,O •• •� C E N S • • �� 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •• V lC•••• 5)' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-0-0 wide will N 681 82 fit between the bottom chord and any other members, with BCDL = 10.Opsf. * ••; .k. ► 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7751b uplift a[JDint 2 and 7751b uplift at joint 10. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. • �� . T OF 0 NAB-E%%%%"' 111 111111 FL Cert. 6634 March 30,2015 ®WARNING. Verifydeslgoparamete. and READNOTES ON THIS AND INCLUDED MmaKREFERANGEPAGEM11-74" rev. 02062015 BEFORE USE. ■■■■ Design valld for use onlywch MRek connectors. INS design R based only upon parametersshown, and is for an ind s dual building component. ApplkabYlly oftleslgn p omaeacndproner hcomoratlonolcomponent lsresponslblllty ofbulidingdesigner -not hassdeslgnef. Bmcing shown ■ Is for lateral suppod of Individual web members only. Addillonal temporary bracing to insure stability during constaxtlon is the responsibilllty of the MiTek' erector. Addltlonal permanent bracing of the overall structure Is the responsibility of the bahofeg designer. For general guidance regarding fob4catlon, quality control, storage, delNery, erection and bracing. consul ANSI/TPII Quality Criteria, D911-89 and BCSI Building Compananl 6904 Parke East Blvd. Safety Information available from Truss Rate Institute. 781 N. Lee Street Suite 312, Alexandria, VA MI4. Tempe, FL 33610 Job Truss I rues I ype Ury Fly 70'Royal with 2 car garage T6952253 M11364 BHA BOSTON HIP 1 1 Job Reference (optional) Chamber. Truss, Fan Pierce, FL ].610 s den 1D 2uu Ma ex maustnea, mc, mcn mar uu 1u:4¢zn zum Paget ID:yDOdW MWeu991iJ70SDveiFyfR5h.taJgAuayGwpgP44TjArX105HhBZ77oxwachTPpzVnYX 15-6-0 21.6-0 1-P 9-60 11-60 13-601 - 0 1]-FO 1960 240.0 2s-6-0 2S6A 350.0 0. -0A 9 6-0 2-DO 2-0-0 6 1 6 0 2-00 20.0 1-6-0 6 240 2.0-D 9-6-0 1 Scale: 3/16'=1' (+) Top chord must be braced by end jacks, roof diaphragm, or properly connected 4.00 12 4xs.= purlins as shown. I 12 14 35 -- 33 32 -' 30 46 = 3X8 = 3x4 = 4x6 4S= 14-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.48 32-33 >875 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.79 32-33 >534 240 BCLL 0.0 " Rep Stress [nor NO W B 0.38 HOrz(TL) 0.17 28 rVa rda BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 208 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 5-6-3 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11, 19, 15, 23, 7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=134910-8.0, 28=134910-8-0 Max Horz2=-179(LC 6) Max Uplift2=-825(LC 8), 28=-825(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3169/1801, 3-4= 1176/631, 4-6=-1123/627, 6-8=-11061631, 8-9-11101655, 9-12=-1090/690,12-14=.1094/733,14-17— 1093l733,17-20=-1090/690, 20-22=-1110/655, 22-24=-1106/631, 24-26=-1123/627, 26-27-1176/631, 27-28=-3170/1802, 3-5=-2261/1428, 5-7=-2265/1432, 7-10= 2265/1432, 10-11=-2265/1432, 11 -1 3=-2265/1432, 13-15=-2265/1432,15-16=-2265/1432, 16-18=-2265/1432, 18-19=-2265/1432,19-21= 2256/1429,21-23=-2256/1429, 23-25=-2256/1429, 25-27=-2252/1426 BOT CHORD 2-35=-1596/2956, 34-35= 1605/2940, 33-34=-1605/2940, 32-33=-1794/3305, WEBS 3-33=-206/408919-33=368/465,/2742=203/393,14295—277/426 00 CkijNIII1 tss'NOTES- 1) Unbalanced roof live loads have been considered for this design. . .G 2) Wind: ASCE 7-10; Vul1=165mph (3-Second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; B=70ft; L=35ft; gave=5f1; Cat. II; e *N6 ExpC; Encl.. GCpi=0.16; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.!r6) • 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 Ffit between the bottom chord and an other members.7)Vrovide mechanical connection (by others) of truss to bearing plate capable of withstanding 825lb uplift at joint 2 and 825 Ib uplift atP:joint 28._\8) °Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. \9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��1 FL Cert. 6634 March 30,2015 ® WARNING -Verity design parameters and READ NOTES ON THISAND INCLUDED MNEKHEFERANCEPAGEMII-74" rev. 02d6Q015BEFORE USE. Design valid for use any win MiTek connectors. ihis design h based only upon parameters shown. and is for an individual building component.' Applicability of design parameters and proper Incorpwaflon of component Is responAl Ility of Wilding designer - not hues designer. Bracing shown Is for lateral suppod of Individual web members only. Additional temporary bracing to Insure stablllty during construction Is the responibpluy of the MiTek' erector. Additional permanent bracing of the overall structure Is the monsenibility of the bu0ding designer. For general guidance regarding fabrication, quallty control. storage, delivery, erection and bracing, earmuff ANSI/TPI 1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Bred. Solely Information ovelable from True Pate Institute, 781 N. Lee Street. Suite 312. Alexardda, VA 22314, Tanga, FL 3361 D job Truss Fruss I ype cry Ply 70- Royal with 2 car garage T6952254 M11364 D COMMON 2 1 Job Referents (optional) Chambers Truss, Foil Pierce, FL 7-2-0 3x4 = ].610 sJan 162g15 MRek sines, Inc, Mon Mar 30 10:40:29 2015 Pagel ID:yDOdW MWeug9liJ70SDveiFyfR6[MLmlCNEba1 Exhl EffHuNmreeZcb?hsJ03pGO0xGZVnYW 05 = W 11 Scale=1:25.5 3x4 = I� 2-0 2-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.05 5-8 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.10 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.11 HOR(TL) 0.01 4 n/a Na BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 49lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=529/0-8-0, 2=585/0-8-0 Max Harz 2=78(LC 7) Max Uplift4=-304(LC 8), 2=-385(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1060/605, 3-4=-1087/687 SOT CHORD 2-5=-682/1178, 4-5=-777/1195 WEBS 3-5=0/282 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=701t; L=34fl; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) fit between truss he bottom deschoigned and any live to members sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``,,,�I� i N r 111'r 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304lb uplift at joint 4 and 385lb uplift at ��oON .......... I joint 2. �-' :'\GEN'• 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. V F• •. �� N 68182 �'. T O F ,11 ,i11 S NAB-E��♦ FL Cert. 6634 March 30,2015 QWARNING-Verllytleslgn pzremefeesand READ NOTES ON TNISAND INCLUDED MITEKREFERANCE FAGE111II.7473 rev. DWWO15 BEFORE USE. ■■■■■■ Design valW for use oolywilh MOek connectors. thrSdeslgn R based only upon parameters snows, and Is for an Individual bullding component. Applicability ofdeago parameters and Warner lncomofallon ofcomnonenl is resporalolity of bulldIng designer -not truss designer. Bracing shown ` Is for lateral support of Individual web members oNy. Additional temporary bracing to Incurs, stability during construction Is the respordbillty of the MiTek' erector. Additional permanent braclrg of the overall structure Is the respondblllly of the building deslgner. For general guidonce regarding fabricallon. quality control, storage, delivery, erection and Ixacing, consult ANSI/TPI I Quality Cdtsrla, DSB.89 and SCSI Building Component 6904 Parke East BNd. Safely Information avallabie from Truss Rate Ir¢tliute, 781 N. Lee Street, suite 312 Alexandria. VA 2231A. Temps, FL 336W Job Truss mSS ype y 70' Royal with 2 car garage T6B52255 M11364 D1 COMMON 2 1 Job Reference tional Chambers Truss, Fort Pierce, FL /8 1v aden le G`"L mdreunousniae, Ni me. mar:w'eao ce ze r a 'aga r ID:yDOOW MWeu991'IJ70SDveiF14R5h-LmtCNEba1 Exhl EHHuNmreeZcb7hsJQ3pGQOxGzVnYW 144-0 7-2-0 4x5 = Scale = 1:25.9 2x3 II 3x4 = 3x4 = 7-2-0 144-0 7-2-0 7-2-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in goc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.05 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.10 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Hom(TL) 0.01 4 n/a We BCDL 10.0 Code FBC2010/TP12007 (Matdx-M) Weight: 491b FT=D% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=529/0-8-0, 2=585/0.8-0 Max Horz2=77(LC 7) Max Uplift4=-304(LO 8), 2=-385(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1059/603, 3-4=-1085/685 BOT CHORD 2-5=-679/1176, 4-5=-774/1193 WEBS 3-5=0/281 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid telling directly applied or 10-0-0 on bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psq BCDL=3.Ops1; h=151t; B=70ft; L=34ft; eave=oft; Cal. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); Lumber DCL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with my other live loads. 4) f* Ts truss it beebeen dPsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tty en thebottomchord and my other members ♦ ♦�`P "U IN 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 Ito uplift at Joint 4 and 385 lb uplift at ♦♦ Q \Joint 2. ♦��,�•'•GEMS•• ��i 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. V F•••, �� N 68182 9 T 10 N P 1 EC �• Mill ` FL Cert. 6634 March 30,2015 A WARNING.Verffydnignparameters end READ NOTES ON THIS AND INCLUDEDMR'EKBEFERANCE PAGEM114473 rov. OWS4016 BEFORE USE. ■■ Design valid for use only with M rok connectors. INs design h based only upon parameters shown, and is for an individual building component. Appkabllty of design r orameteis and proper Incorporation of component b responsMlity of bulldhrg cinfi er - not truss designer. Brachlg shown Is ral support of tional es,shatelllbracing,congraction ls the of the to roure losigner.LFo web roverall of MITek• Addtionoral pelrmaent brocplg of lhel structureIsIs the Ine Wrote, dgeneral guidancergarding ereor ctor. Additional fabrication. quality control,storage,delivery, erection and bracing, consult ANSI/IPI I Quality Criteria, DS8.89 and SCSI Building Component 6904 Parke East 8W. Safety INormallon avorable from Truss Rate Institute. 781 N. Lee Street, Wile 312 Al.,exid la, VA 22314. Tempe, FL' 33610 job Truss truss type Cry Hly 70'Royal wkh 2 car garage T6952256 M11364 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL .are aaan r a eu,o muexmausnes,inc. m n W., an, ID:OLulzpi0?_SmS_JUbP6Bgi FJ41-H9?yowcgZrBPGXp2OJPEw3jlSPcMK?_MGav708zVnYU 14-11-0 20-11-2 27-0-0 35-0-0 6-0- -0-06-11-0 6-0-2 6-0-14 a-0-0 1-0-0 4.00 FI2 5x8 = This truss is NOT symmetric. Proper orientation is essential. 2x3 II 3x6 = 3x6 = 4x8 = Scale = 1:61.8 12 d 3x4 = 2x3 ae ua 3x6.ro 6x10 = ur o0 3x4 = '4x6 = 2x3 4x5 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 VerI 0.17 10-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL)-0.3210-12 >749 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a We BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 1541b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 6-0-4 oc bracing. WEBS 2x4 SP No.3*Except- WEBS Inow at midpt 3-13,6-13 4-13: 2x6 SP No.2 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=733/0-8-0, 13=3566/C-8-0, 8=1262/0-8-0 Max Horz2=88(LC 24) Max Upllft2=-494(LC 8), 13=-2144(LC 8), 8=-812(LC 8) Max Grav2=744(LC 17), 13=3566(LC 1), 8=1266(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1452/890, 3-22=-876/1598, 22-23=-876/1598, 23.24=-876/1598, 24-25=-876/1598, 25-26=-876/1598,4-26=-876/1598, 4-27=-876/1598,27-28=-876/1598, 5-28=-876/1598, 5-29— 876/1598, 6-29=-876/1598, 6-30=-1527/993, 30-31=-1527/993, 31-32=-15271993, 7-32=-1527/993, 7-8=-2827/1694 BOT CHORD 2-15=-978/1616, 15-33=-566/1151, 33-34=-566/1151, 14-34=-566/1151, 14-35=-566/1151, 35-36=-566/1151,13-36=-566/1151,13-37=-81111527, 37-38=-811/1527, 11 WEBS 3' 59-20841 17 363-81113=12916/14942458310088/734,61353407/2049,8612 —2161791, �`,OQ.C,..IN ttl/[;l et 7-12=-1246l745, 7-10=223/754 `,� �••.�.�GENSF. �� ♦i i NOTES- N 68182 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh, h=151t; 13=70fh, L=351L eave=511; Cat II` * ; -Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi 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 i��•'. T Of between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2, 2144lb uplift at Joint �� s •. • • t, �•• 13 and 812 lb uplift at 7) "Semi-rigidjoint pitchbreakslncluding heels" Member end fixity model was used in the analysis and design of this truss. ��'IS It 11 111111110% FL Cert. 6634 March 30,2015 Continued on Paqe 2 Q WARNING -Verily design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGEMIF747d rev. 0211672018 BEFORE USE. ■l Design valid for use ony with MOek connectors. This design is hosed only upon parameters shown, and is for an individual bWtling component. � Applbabil0y of design parameters and proper Incorporation of component Is responstAlty of butictrg designer -not hula designer. Bracing shown Is (or lateral supped of Individual web members only. Addifo real temporary bracing to Insure stab0lty during construe ken is the responsbllllty of the M4Tek' s the holdinggeneral guidance of theSI/TPI of the overall sci lonalon C NIity brrachg, consult H iteria, D38 89rand SCSI Component fabrication. gaallly ol,, sto age, tlnt �Nery, erectionQuality barn Parke East BNd. Safety ataon ovalohle from I.Plate Institute. 781 N. We Street. suite 312. Alexandria. VA 22314. ormfl Tempe, FL 33610 Job Truss russ ype ry y 70'Royal mh 2car garage T6952256 M11364 ORA HIP 1 i Job Reference (optional) cnarroers puss, 7.610 s Jan 16 2015 MHak Industries, Inc. Man Mar 30 10.40:312015 Page 2 I D:OLuizpiQ?_SmS_JUbP6BgtzFJ4j-H9?yowcg2rBPGXp2OJPEw3j ISPcMK7_MGav70BzVnYU .NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234111 down and 229 Ib up at 8-0-0, 127 lb down and 173 lb up at 8.6-0, 127 lb down and 173111 up at 10-6-0, 127111 down and 173 lb up at 12-6-0, 127111 down and 173111 up at 14-6-0, 127 lb down and 173 lb up at 16-6-0, 127 le down and 173 Ib up at 18.6-0, 127111 down and 173 lb up at 20-6-0, 127111 down and 173 Ib up at 22-6-0, 127111 down and 173111 up at 24-6-0, and 127 lb down and 173111 up at 26-6-0, and 234111 down and 229 lb up at 27-0-0 on top chord, and 515 lb down and 303 lb up at 8-0-0, 79 lb down and 1 Ib up at 8-6-0, 79 111 down and 1 lb up at 10-6-0, 79 It, down and 1 Ib up at 12-6-0, 79111 down and 1 III up at 14-6-0, 79111 down and 1 Ib up at 16-6-0, 79 W down and 1 lb up at 1M-0, 79111 down and 1 lb up at 20-6-0, 791b down and 1 Ib up at 22-6-0, 79 to down and 1 III up at 24-6-0, and 79 It, down and 1 III up at 26-6-0, and 515 Ib down and 303 lb up at 27-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) _ Vert: 1-3=-54, 3-7=-54, 7-9=-54, 16-19=-20 Concentrated Loads (Ib) Vert: 3=-131(B) 7=-131(B) 15=-515(B) 10=-515(B) 22=-107(B) 23=-107(B) 24=-107(B) 26=-107(B) 27=-107(B) 28= 107(B) 29=-107(B) 30=-107(B) 31=-107(B) 32_ 107(B) 33= 50(B) 34=-50(B) 35=50(6) 36=-50(B) 37=-50(B) 38=-6D(B) 39=-50(6) 40=-50(B) 41=-50(B) 42=-50(B) ®WARNING-VeritydesrmPara .Land READ NOTES ON THISANO INCLUDED MmFKREFERANCE PAOEMII.7473 rev. O2/161?TS BEFOREUSE. Design valid for use only with MBek connectors. this tlesign 6 based only upon po ameters shown, antl is for an lndlvldual bu afing component. Applicability of design parameters and proper Incorporation of component h responsRdlity of bullch, designer -not truss designer. Bracing shown Is for lateral support of Individual web members only. Addltimm temporarybracing to Imum slab0ly during consfun tion Is the respon tuffty of fhe MiTek' erector. MolifforalpermanentbracingoftheoverallshuctumistheresporxiblllNoftebutdingdedgner.Forgeneralguklanceregarding fabdcallon. quality control, storage, delivery, erecllon and bracing- consul ANSI/TR1 Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East BNd. Safety Information ava8abte from Buss Hate Institute. 781 N. Lee Street. Suite 312 Alexandra. VA 22314. Tempe, FL 3361D Job Truss I fuss I ype cry Ply 70' Royal with2 car garage T69522a] M11364 GRIDHIP 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 1-0-0 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 4.00 Ie,v. Jan le Cal.Miresmaenis, l no. man W.n, 30 i 0.40.322016 F.,v1 I D:OLulzpiQ?_SmS JUbP6BgtzFJ41-ILZK?FdSK9JGuhOEyOwTTGG4d0?63gCVVEfgYbzVnYT 144.0 5-0-0 4xe = 414 = 3 14 4 2x3 11 3x4 = Scale = 1:25.9 3x4 = SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.25 Ved(LL) 0.08 6-7 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.13 6-7 >999 240 Rep Stress Incr NO WB 0.11 Horz(TL) 0.04 5 Na n/a Code FBC20107TPI2007 (Matrix-M) Weight: 55lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-3 on bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=786/0-8-0, 2=843/0-8-0 Max Horz2=58(LC 7) Max Uplift5=-466(LC 8), 2=-548(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1789/1059, 3-14=-1681/1039, 4-14=-1681/1039, 4-5=-1796/1064 BOT CHORD 2-7=-941/1660, 7-15=-938/1674, 6-15=-938/1674, 5-6=-947/1667 WEBS 3-7=0/276,4-6=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Ops1; h=15ft; B=70ft; L=34fC eave=loft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other five loads. 5) - This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fIt between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4661b uplift at joint 5 and 548lb uplift at joint 2. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 Ib down and 311 Ito up at 5-0-1 -and 971to down and 110 In up at 7-2-0, and 255 lb down and 311 to up at 9-4-0 on top chord, and 981b down and 27lb up at 5-0-0, am 34111 down and 20 lb up at 7-2-0, and 981b down and 27Ib up at 9-3-4 on bottom chord. The designtselection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 8-11=-20 Concentrated Loads (Ib) Vert: 3=-146(F) 4=-146(F) 7=-76(F) 6— 76(F) 14=-44(F) 15=26(F) r�v�<�,,, FL Cert. 6634 March 30,2015 ®WARNING - Verltydesrga parameters and READ NOTES ONTHISANDINCLUDED MREKREFERANCEPAGEMIF7473rev.OYfMISBEFOREUSE. ■■■■ Design volxl for use onlywlth Mnek connectors. This design Is based only upon paamoters shown, and is for an htlMdual bolding component. Applicability araeters and pro,eF heorporaflon ofcomponent is respor6cllity, of building designer- not buss designer. Bracing shown Applicability of design parameters ` Is for laferal supped of fr lAd ai web members only. Addlllonol temporary, bracing to Insure stabilityduring consinsctlon Is the respon9bllllty of the erector. mclitlonal permanent bracing of the overall structure Is the re"nNinlllty of the bulldrig designer. For general guldance regarding MiTek• fabrication. quality control, storage, delivery. erection and bracing, consult ANSUTPI l Quality CrIaria, DSB-89 and BCSI Building Component Solely Information avalloble from Truss Rafe IrslBule. 781 N. Lee Street. suite 312. Alexandria VA 22314. 6904 Parke East BMd. Tampa, FL 33610 o Truss Useyp0 Ty y ]0'Royal wnh 2cer garage 6952256 M11364 J1 MONO TRUSS 12 1 Job Reference (optional) cnamuara uvas, Ton Tierce, r� ID:oHT9505Ds3TR?kt1m4?ZGyzbODE-DY6jDbe55TR7W rzRW kai?UoHW CPHo84ikuOD4lzVnVS 1-0-0 1-u Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 4.00 12 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) I/deft Lid TOLL 20.0 Plate Grip DOL 1.25 TO 0.11 Ve I(CL) -0.00 5 >999 360 TOOL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BGLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 RIG n/a BCDL 10.0 Code FBC201OfTPI2OO7 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=112/0-8-0, 2=112/0-8-0, 4=e/Mechanical Max Harz 2=47(LC 8) Max Uplift2=-127(LC 8), 4=-6(LC 5) May Grav2=112(LC 1). 2=112(LC 1), 4=21(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.2 PLATES GRIP MT20 244/190 Weight: 5lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; B=70ft; L=34fh eav"fC Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 127111 uplift at Joint 2 and 6111 uplift at joint `,,vl N f tV 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ,,%SOP. Z, EN8 e, N 68182 FL Cert. 6634 March 30,2015 AWARNING.VerifydeclgnparametercandREADNOTESONTHISANDINCLUDEDMITEKREFERANCEPAGEMIIJ473Tee02INV2015BEFOREUSE. ■ �. Design valld for use only with MRek connectors. INS design h based only upon paameleM shown. and is for an Ina Mdual bulldog component. Apprcabi IN of design parameters and rxoper Incorporation of component is responsibllily of balding designer -not huss designer. B= rg shown is for lateral support of Individual web members only. Additional temporary bracing to Inure stability during consh s flan Is the resporldbillity, of the MiTek' erector. Addlllonol permanent bracing of the overall structure h the responubilily of Ite building desgner. For general guidance regalding fahxlcatlon quality control, storage. delivery, erection and bracing, consult ANSI/1PI I Quality Criteria, DSS-89 and BCSI Building Component 6904 Parke East BNd. Safely Information avallable from Truss pate untrue. 781 N. Lee Street Sulte 312 Nexonaft VA MM. Tampa, FL 33610 Job russ I rush I ype Uty Fly 70'Roya1wilh2osrgamge T6952259 M11964 is MONO TRUSS 12 1 Job Reference (optional) Ohemhers Truss, Fort Pismo, FL 3x4'= 7.6105Jen162015Mneklndustdes,lnc. Mon Mar3Dl9AD:332015 Paget ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-DY6jDbe55TR7WtzRW kRi?UoHWCOAoB4fkuOD4lzVnYS Scale =1:9.6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES MIS 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20101FP12007 (Matrix-M) Weight: 111b FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=56/Mechanical, 2=179/0-8-0, 4=30/Mechanical Max Horz2=83(LC 8) Max Uplift3_ 51(LC 8), 2=-146(LC 8), 4=-3(LC 8) Max Grav3=56(1-C 1), 2=179(LC 1), 4=43(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) antl Provide uplift it at joint 4nnection (by others) of truss to bearing plate capable of withstanding 51 It, uplift at Joint 3, 146lb uplift at joint 2 `,`,a� I N 4V 6) "Semi-dgid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %% vl` ;G E N SF4 i� N 68182 9• T OF N A1,Er.,�� FL Cert. 6634 March 30,2015 Q WARNING-Vorllydeslga parameter¢ antl READ NOTES ON THISAND INCLUDED MITEKREFERANOEPAGEMII-7473 rev. OVI6/2015BEFORE USE. Design valkl for use only with Mgek connectors. This dai is based only upon parameters shown, atd is for an hat building component. AppicabAlly, of design parameters and rxOpef Incarceration of component h respon MiliN of bulici ng designer -not hum designer. Bracing shown Is for lateral support oflndMdual web members only. Additional tempotarybracing to Insure stab01tyc1aMg construction is the responslblllltyofthe MiTek' erector. Addltlorwl permanent btoclrg of the overall structure Is the respondblltty of the bWitling designer. For general guidance regarding fabilcatlon, quality control. storage, delivery, erection and bracing. consult ANSIAPI I Quality Criteria, DSB-69 and BCSI Building Componenl 6904 Parke East Blvd. Safety Information available from Truss Rate InsOufe. 781 N. Lee Street, Suite 312. Alexandra VA 22314. Tampa, FL 33610 mss iruss iype wry riy ru' mayor wen a car garage 1364 Z" MONOTRUSS 10 1 3x4 = LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (too) Vdefl Lid TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Ved(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(TL) 0.00 2 Na n1a BCDL 10.0 Code FBC2010/TP12007 (Matdx-M) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=98/Mechanical, 2=270/0-8-0, 4=46/Mechanical Max Horz2=121(LC 8) Max Uplift3= 94(LC 8), 2=-191(LC 8) Max Grav3=98(LC 1), 2=270(LC 1), 4=73(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/211 SOT CHORD 2-4=-297/493 Scale = 1:13.2 PLATES GRIP MT20 244/190 Weight: 171b FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rlgid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing e Installed during truss erection, In accordance with Stabilizer installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=151t•, B=70ft; L=34ft1 eave=4ft; Cat Il; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Referto girder(s) fobottom r truss to truss Connections. `,,��vI N tl� l�, 4) 5) Provide mechanical connection (by others) of truss� to beating plate capable of withstanding 94 to uplift at joint 3 and 191 lb uplift at joint `�� P.Q . S F_ I� 2. ��,0• GEN 6) 'Semi -rigid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. ` �. F•••, N 68182 13 T OF :•4/� SS' N P 1 E��% lif it FL Celt. 6634 March 30,2015 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473rev.02rIW0r59EFORE USE. Design valid for use only with Mnek connectors. INs design 5 hosed only upon panametemshown, and Is for an Individual bu0dlrlg component. AppllcabOlN of design parameters and proper Incomorallon of component k respomlblllty of balitlBlp designer - not tnrss deslpner. &acing shown Is for lateral wlgporl of lndlvalual web members ody. ArldWonol temporary bracing to Insure stablllN during construction is the fesponslonlry of line p� iTek erector. Molillonal permanent bracing of the overall structure Is the responLdllry of the building deslgnet. For general guldonce regarding fabrlcaf.m quality control, storage, delivery, erection and bracing. consult ANSITTII Quality Ciiteda, DSB-89 and BCBI Building Component Il IVI• IVI 6904 Parka 9.1814, Solely Inlonleflon ava9aNe from Tram Hate Institute. 781 N. Lee Street. Sulte 312 Alexardda. VA 223 M. Tartar, FL 33610 Job Truss Uty Hly 70' Royal with 2 car garage T6962261 1,411364 J7 MDNO TRVSS 4 Y Job Reference (optional) Chambers Truss, Fon Piece, FL 3x4 = nee ID:oHTg5D5Ds3TR?ht?m4?ZGyzbODE-hkg5QArmZz7?Xd3RyxYhLQAcduXbKozY8ncTzVnYR 7.0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.06 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.15 4-7 >544 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a rVa BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=1 41 /Mechanical, 2=360/0-8-0, 4=60/Mechanical Max Horz2=159(LC 8) Max Uplif13=-138(LC 8), 2=-238(LC 8) Max Grav3=141(LC 1), 2=360(LC 1), 4=102(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1017/576 BOT CHORD 2-4=-668/1019 Scale=1:16.5 PLATES GRIP MT20 2441190 Weight: 23111 FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or. bracing. MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Ops1; h=15ft; B=70ft; L=341t; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,```��QU1 N III 4) Refer to girder(s) for truss to truss connections. V, 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 138 lb uplift al Joint 3 and 238 lb uplift at ,,%*- O"P........... Joint 2. G S E 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. �� V� FL Cert. 6634 March 30,2015 A WARNING. Verity design paranotera; and READ NOTES ON THIS AND INCLUDED MffEKREFERANCEPAGE 1111-74" reV. Mfigolg SEFOREUSE ■ Design valid for use only with Mgek connectors. this design h based only upon puramelersshown, and Is for an Individual buldlnrg component. Applicability Applicability ofdeslgnporametersond proper Incorporation of component is responsloury of building designer- not truss deslgner.&mi,s; shown ■ Is for lateral support of lacMdual web members only. Additional temporary brachg to Insure stability during construction is the respondbulity of the MiTek' erector. Additional permanent bracing of the overall structure Is the reswralla ly of the burning designer. For general guidance regarding fabricatiors quality control. storage, delNery. erecflon and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCBI Building Component 6904 Parke East Bud. Safety Infomnattar avarabie from fr es hate Institute. 781 N. Lee Street. Safe 312, Alexandra, VA 22314. Tampa, FL 33600 Job russ truss type cry ply Try Royal with 2 car garage T6952262 M11364 is MONO TRUSS 10 1 Job Reference (optional) Chemaels lrusa, Fon Pierce, FL 3x4 = ,*a,O a an IO L VIi cnn.F,IVU51... a, inc. Mon M , JV , V:n,/:JV N,a r'ngu , I D:OLulzpiO?_SmS_JUbP6BguzFJ4j-hkg50rdjrm2z77Xd3RyrzYttLOwcinxbKozYBMTzVnYR Scale = 1:17.7 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ve it I( -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 VeR(TL) -0.21 4-7 >440 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) 0.01 2 Na Na BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 261b FT=O% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=161/Mechanlcal, 2=404/0-8-0, 4=70/Mechanical Max Hoa2=178(LC 8) Max Upli1t3=-158(LC 8), 2=-261(LC 8) Max Grav3=161(LC 1), 2=404(LC 1), 4=119(LC 3) FORCES. (lb) - Max- Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 1277/736 BOT CHORD 2.4_ 965/1459 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOTCHORD Rigid ceiling directlyapplled or 10-0.0 oc bracing. rMiTak recommends that Stabilizers and required cross bracing I Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15It; 3=700; L=34ft; eave=4lt; Cal II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss n the bottom has been designed d of 20. sPsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ♦♦♦♦\\Qu IN 4) Refer to girder(s) for hugs to truss connections. ♦♦ P,......... 5) Provide mechanical connection (by others) of imss to bearing plate capable of withstanding 1581b uplift at joint 3 and 261 It, uplift at `�♦'�,• �G E N Si'•,�� Joint 2. �' F 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this Imes. N 66182 �O; T OF . 11J i <(/ . ,�. J�',�BI�NAr ��♦♦ FL Ci 6634 March 30,2015 ® WARNING. Vereydeclgn earamefora and READ NOTES ON TNISAND INCLUDED MIFEKREFERANCEPAGEMIF74"oeV. M&4NIISSEFORE USE. Design Vora for use oNywlth Muck connectOlS.r,hdesign is based only upon parameters shown. and is for an Individual bullWng component. �� lfty Of parometelS and O[COMMnent Is �1ty of van ner. gracing; of conshuctlon ls� la�teerralsupport of lnnavldtal web membbeersnoN�Atltlifland lemperary bracingto oseresabilt ytl 9 hlhe respondbMity, the erecter. Maluer or permanent bracing of the overall structure 61he resporaB flty of the burring designer. For genera gWdanc , regarding MiTek' tabdcalkM q,wllty controlstorage, delNery.erection and back,g. cone4i ANSI/IPtl Quarry Cigar, DSB.89 and BCS1 Building Component Safely information avalable from Truss Rate Instllule. 781 N. Lee Sheet Suite 312 Ale%arxlda VA22314. 6904 Parka East 13W. TenPa, FL scull 0 Job russ I rugs I ype ly y ]0- Royal with 2 car garage T6952263 M11364 J% MONO TRUSS 3 1 Job Reference p Clonal Chambers Truss, Fort Pierce, FL 1-0 ].610 s Jan 16 2015 MTek Indu Miss, Inc. Mon Mar SO 10.40.34 2015 Page 1 ID:OLulzpiQ?_SmS_JUbP6BgtzFJ4j-hkg5Qx(jrmZz7?Xd3RyxYhLLpcfLXboozYBwTzVnYR 2x3 It Scale =1:16.5 axe = 2x3 II 6-0 0 LOADING (Pat) SPACING- 2-0-0 CS]. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.04 4-7 >999 360 MT20 244/l90 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 4-7 >831 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.03 HoR(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 23111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc Outing. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-" 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. (Ib/size) 2=31610-8-0,4=17110-8-0 Max Horz2=140(LC 8) Max Uplifl2=-215(LC 8). 4=-113(LC 8) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-6631356 BOT CHORD 2-4=-4811758 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2psf; BCDL=3.Opsf; It Sit; B=70fh L=34ft; save=4lt; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This III has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 2 and 113 lb uplift at ``II11111111111,' joint 4. ��,,QUIN 5) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. � �P........... C•N <� r N 68182 r r �'. T r � C? 1'; N P.1 * %% Iunull�` FL Cert. 6634 March 30,2015 AWARNING. Ved7ydesrgaparametersandREADNOTES ONTNISANDINCLUDED MIFEKREFERANCEGAGEM11-7473rev.0T/16Q015BEFORE USE Design vale!for use only with Mgek connectors. INs design 6 based only upon paramofon shown, and isfor an Individual buldIng component.Applicability of design parameters and proper Ncorporallon of component is responsbllty of bNltlBq designer -noMn designer. Bracing shown Is for lateral support ofInclMdual web members only. Additional temporary bracing to Insure stabllltyduring constrmtbn Is the mspomIL111tyof the M!Te!L! erector. Addltlorol permanent Laole ng of the overall structure Is the resporwNilty of me, building designer. For general guidance regoodho fabrication. quality coneol, storage, delivery. erecllon and bracing -consult ANSI/IPII Quality Criteria, DSS-89 and BCSI Building Component 6904 PaNd. Safety Inforreatlon available from Am Rate Institute, 781 N. Lee Street Sulte 312, Alexanbla, VA 22314. Tampa, Job Truss Fruss I ype ury Hly 70' Royal WIN 2 car garage T6B52264 M11364 KJS MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Fort Pierre. FL 7.61osJanl62015MITeklndusuies,Inc. Mon Mar3010:40:352015 Pager ID:oHTg505Ds3TR?kl?m4?ZGyzbODE-gwETeHfLc4hg196pdgUA4vua102iG2anBCtKgvzVnVG 3£-1 3x4 = 2.S3 12 Scale-1:16.6 741-2 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TO 0.29 Verl(LL) 0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.12 4-7 >659 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz( I-) 0.00 2 War File BCDL 10.0 Code FBC201OrFPI2007 (Matrix-M) Weight: 231In FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORD 2x4 SP M 30 DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. recommends that Stabilizers and required cross bracing iMiTek e Installed during truss erection, in accordance with Stabilizer nstallation guide REACTIONS. (Ib/size) 3=147/Mechanical,2=225/0-11-5,4=76/Mechanical Max Horz2=109(LC 8) Max Upll113=167(LE, 8), 2=-206(LC 8) Max Grav3=179(LC 2), 2=264(LC 2), 4=119(LC 3) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-668/261 BOT CHORD 2-4=-336/713 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=151t; B=70ft; L=34ft; save=loft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 connection9mbefS. Re between truss to 4) glyder(s)for truss 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167111 uplift at joint 3 and 2067b uplift at joint 2. "Semi design this truss. ♦♦oop........... ♦♦.•'\GEN' �� .. V Fes'•, e 6) -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and of ♦ ... 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). r : N 68182 * ' LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-2=-44 T OF t(fC Trapezoidal Loads (pit) . Vert: 2=0(F=22, 13=22)-to-3=-77(1`=-17, B=17), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8) I,, '.'C , Q Q` .' ��♦♦♦ ,��SS .N AL E��♦ FL Cert. 6634 March 30,2015 Q WARNING. VeNlydeslgnparam.I..nd READ NOTES ON THISAND INCLUDED MTIENREFERANCEPAGEMII-7473 rev. 02N6/2015eEFORE USE ■■■■■■ Design valid for use onlywlth Mgek connectors. This desgn B based only upon parameters shown, and Is for an halIldual bulding component. Appllcobllny of design parameters and proper h.,potalion of component Is resporctolity, of bullai g designer - not buss designer. &aclrg stlown R for lateral support ofmc Mdual web members any. Additional temporary bracing to Insure stabUily doming construction is the resporodd of the Welk' erector. Addlilorlal permanent bracing of the overall simclure is the responsibility of the Wilding designer. For general guidance regarding fabdcallon, quality, control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality cured , DSB-89 and SCSI Building Component 6904 Parke East Blvd. solely Information avaSohie from Truss Rate Imittule, 781 N. We Street. Sulte 312 Aiexand4a VA 22314. Town, FL 33610 Join Truss Truss Type aty Ply 70'Royalwl1h2cargarege T6952265 M11364 KJ7 MONO TRUSS 2 1 - Job Reference (optional) Chenkera Twa.. Fort Pierce, FL f Mn? soon to Lum Val l eK trot/ Ines, inc. Won mar 30 ro:40.35 20 is F,. i ID:OLUIzpiQ7_SmS_JUbP6BgUFJ4j.gwE-reHfLC4hglg6pdgUA4vubnO2yGyq%BCtKgvzVnYO 15-0 727 409 3x4 = 3x4 = 5 LOADING (psi) SPACING- 2-0-0— CS'. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 6-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.10 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.43 HOrz(TL) 0.02 5 n/a flat BCDL 10.0 Code FBC2010/rPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=207/Mechanical, 2=481/0-11-5, 5=543/Mechanical Max Horz 2=242(LC 8) Max Upllft4=-207(LC 8). 2=-31 O(LC 8), 5=-275(LC 8) Max Grav4=249(LC 13), 2=481(LC 1), 5=559(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-1092/496 BOT CHORD 2-6=-659/1069, 5-6=-659/1069 WEBS 3.6=0/309, 3-5_ 1171/722 PLATES GRIP MT20 244/190 Weight: 44111 FT = O% BRACING - TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. MITek recommends that Stabilizers and required cross bracing F Installed during truss erection, In accordance with Stabilizer Installation uide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=41t; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207lb uplift at Joint 4, 310 lb uplift at Joint 2 and 275 Ib uplift at joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 7=0(F=10, B=10)-t0-5— 56(F=-18, B=-18) IN Nc)68182 ' i A k FL Cert. 6634 March 30,2015 A WARNING - Verflydesign parameters and READ NOTES ON THISAND INCLUDED M eg(REFERANCEPAGEM11-T4T9mv. OVIE OfEBEFORE USE. Design valid for use onlywllh Mgek connectors. ThIs clesign Is based only upon parametersshown, and Is for an Individual building component. BMaclbr, Uu rspondblllty shown Is la eal support of Indtlhiduall web mannetersond ermbbeers oNyAdlditional temporary, to ref stability tlurin9 cons4ucllon Is the re MiTek' erecar. AtldtfonalpermanentTamingofInaoverallstmcturelsOneremonsUlltyofihebaldingdesigner.ForgenerdgWdanceregarding fabrication quality control, storage, delivery, election and bracing. consult ANSIAPII Quality Criteria, DS8-89 and BCBI Building Component 6904 Parke East Blvd. Salary Information a nflable from Taos Rate Iruiliule. 781 N. Lee Sheet, Suite 312 Alexandria VA 22314. Tanya. FL asset Job russ fuss I ype Cry ply 70'RoyalwAh2cargarege T6852266 M11364 MV2 VALLEY 2 1 Job Reference (optional) Chambers Truss, Fod Pierce, FL 3x4 7.610BJanl62015MrreklndusVies,Ina. Mon Wr3010A0:362M5 Pagel ID:oKTg505Ds3TR?kt?m4?ZGyzbQDE-e6orrdgzNDphNJhOBs?Pd6Qp6QRs?Vg5QsduhMzVnYP 4.00 12 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid TOLL 20.0 Plate Grip IDOL 1.25 TO 0.03 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 2 n/a We BCDL 10.0 Code FBC20107TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=41/2-0.0.2=3012-0-0, 3=11/2-0-0 Max Ho¢ 1=21(LC 8) Max Uplitil— 20(LC 8), 2=-30(LC 8) Max Grew 1=41(LC 1). 2=30(LC 1), 3=22(LC 3) FORCES. (Ib) - Max. CompJMac Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:6.1 PLATES GRIP MT20 244/190 Weight: 5111 FT=0% BRACING - TOP CHORD Structural wood sheathing dlrectiy applied or 2-0-0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing e installed during truss erection, in accordance with Stabilizer [installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Ops1; h=15f1; 8=7ft L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) being at g surface.ia(ce? considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity ``,,'4Ta�1 N 1Tl/ otIF of 6) Provide mechanical connection (by others) of Imss to bearing plate capable of withstanding 20111 uplift at joint 1 and 30111 uplift at joint ,`� OP• •• •.E , �<� I,�, 7) ?Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. ��, • V�G NSF••? �� N 66162 *; :lir *— 9 T OF �. 00* C? � "SS NA1-E� ``• toil, II, FL Cert. 6634 March 30,2015 0 WARNING. Verily design parameters and READ NOTES ON TNISANO INCLUDEOMREKREFERANGEPAGEMII.7473 rev. OWM016 BEFORE USE Deslgn vaIM for use only Wlih MRek connectors. Ns design is based only upon parametersshown. and is for an lndvdual Wac➢ng componeni. ApNicabitty of design parameters and Ixoper Incorporation of component 6 responsibillty, of bWlding designer -not it ss designer. Bracing shown � Is for lateral suppad of Individual web members only. Additional temporary bracI g to Insure staUlty during constmciion Is the responAbllllty of the M!Tek' erector. Additional permanent bracing of the overall structure is the responsblllty of the LsAding designer. For general guidance regarding fabrication quality control, storage, delivery, erecton and bfacNg. coneu8 ANSIgPI I Quality Criteria, DSB-89 and BCSI Building Componenl 6904 Parke East BNd. Safety Information avolabie from Truss Rate Institute. 781 N. Lee street Suite 312. Alexandria, VA 22314. Tampa. FL 3MID Job Tress I rugs I ype Qty Ply 70' Royal wdh 2 car garage T696226] Ml 1264 MV4 VALLEY 2 1 Job Reference (optional) Chambera Truss, Fort Piero., FL U4 i ,.m. s.an r. z ,S W n,k aiwd,io . mc. M.. Ma, So ,o..o.00 2015 go i ID:OLulzpiQ? SmS_JUbP6BgtzFJ4j-e6arrdgzNOphNJhOBs?Pd6Qm5QPY?Vg5QsduhMzVnYP 3x4 II Scale =1:9.5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vtleft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - We 999 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - We 999 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Horz(Q 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 12lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directlyapplied 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) 1=109/4-0-0,3=109/4-0-0 Max Horz 1=56(LC 8) Max Upliftl=-54(LC 8). 3=-72(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (to) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; B=70fl; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grlp DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64lb uplift at Joint 1 and 72 lb uplift at Joint Ii 3. 6)'Semi-dgld pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. ,`````QUI N F� OP. •,.... F I, ENSF.��'�. N 68182 OF :�� unu�U� FL Cert. 6634 March 30,2015 ®WARNING.V.rltydeslgaparamet...dREAD NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMII-74TSrev.0W&4?01S BEFORE USE ■■■ Design valid for use only with Mllek connectors. NIL design Is based only upon parameters shown, and Is for an Individual bullding component. sotAppllcablllly of tlesign parameters and proprp proper Incooratlon of component Is respon4Wllty of bulldIng designer -not truss designer. &acing shown Is for lateral suppod of Inutrilnal web members only. Adcltlonal temporary bracing to Bssure sfabnity during construction N me imponUb911ty of the MiTek' erector. AticNnorwl permareni bracing of the overa1150ucMe N the respomnNllN of the bWCMg tlesigrrer. Forgenerat grichrce reaatling faMcaxort quality conhoh storage, delNery, erection and bactrng.convAi ANSIfTF11 Ouaniy Cdledo. DSB49 and Bost Building Component 6904 Parke East Blvd. Safely Information available from Nos Hate Nsfxule. 781 N. Lee Sfreaf. Suite 312 Alexandria VA 22314. Tarrye, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 �/ldr For 4 x 2 orientation, locate plates 0-'n4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 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 HiMMA Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 64-8 I dimensions shown tfiscale) sixteenths IIyl (Drawings not to scale) 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1362, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MiTekO All Rights Reserved M=9 W1 MiTeka MITek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spocing, 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 of each Jointand embed fully. Knots and wane alJoint 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 lood deflection. 11. Plate type, size, orientation and location dimensions indicated ore 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 puriins 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 a treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front, back wads and pictures) before use. Reviewing pictures alone is notsufflcient. 20. Design assumes manufacture in accordance with ANSI/TPI1 Quality Criteria. t lrL Vr JVnVLI;I DVVIYUMnt >- r-LVI r-L.MIY V V IIL rIt14r%L IVrVVR/�rnlV COMPLETED ON: 10-23-15 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 6484 ALEMANDRA STREET, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS SHOWN HEREON. OF ST. LUCIE COUNTY, FLORIDA. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO Z II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: 12111CO065 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 0 to - SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE =;5 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE a to CENTERLINE OF ALEMANDRA STREET HAVING AN ASSUMED SF = SQUARE FOOT 15 BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: / 06 - 6 Sy2 RECEVVrM E)65fING I OCT 2' 6 2015 PERMITTING St. Lucie County, FL I St. Lucia w m co, ; w'�- w N o ft>.�`'`Cl ADtierl o: N a� N Q 31.15 70.00' Lq N Q a a.3o' AVERAGE TOP 1o.ot' OF FORMS 3 e5 ELEVATION=26.70 0 0 9.29' 2.21' ABOVE EDGE n F n o OF PAVEMENT "1 $ 60.03 0.01'31.01 SITE BENCKMARK a ESSED 24.49 EXISTING 6484 ALEMANDRA STREET LAST FIELD DATE: 10-23-15 SCALE: 1 "=30' ALEXANDER Surveying J. PIAZZA PSM, INC. " Mapping " Consulting ED TO: WYNNE TIFI BUILDING CORPORATION DATE:10-23-15 619 SIN Blltmore Street DRAWN: CJM Port ® St. Lucie, Florida 34983 Phone: (772) 340-7770 JOB NO.: 15-2207 U F7260 Fax: (772) 340-2250 /ALEXANI)fi4 J. PIAZId Professional Surveyor k Mapper DATE: REVISIONS: �......_ _ Florida Certificate No.: 6330 K:\BUILDERS\DWG2015\15-2207.dwg, 10/23/2015 2:58:27 PM