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Home My WebLink AboutSUBMITTED PAPERS7 WE oN OFFICE USE ONLY DATE FILED: PLAN REVIEW FEE: ItCEIPT NO.: PERMIT NUIVbtstk: SECTION TOWNSHIP RANGE MAP NO. CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ZONING LAND USE LOT CVG % TAZ NO. ALL. INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED ng y" St. Lucie County Building and Zoni c- FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT 2300 Virginia Avenue 0 Ft. Pierce, FL 34982-5652 SCANNED CONST TYPE OCCUP TYPE 772-462-1553 MAX OCCUP # OF FLRS BY Lucie County WATER SEWER SPRINKLERS STORMWATER APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: D _Ck 2. PROJECT NAME: Spanish Lakes . SITE PLAN NAME: Country Club V!j1 REPORT HABITABLE RADON PERMIT 3. PROPERTY TAX 11D #: I, L_age CODE AREA FEE FEE 4 (), —, 11 - o 1 0 0 L-15 (RADON) 4. LEGAL DESCRIPTION (attach extra sheets if necessary): -East -1, of section 1 township LIBRARY PUBLIC BLD PUBIC BID PARKS* 34s Range 39E, lying N&W of Turnpike Feeder Road —7 IMPACT IMPACT FEE IMPACT IMPACT 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF 9. PARCEL SIZE (ACRES/SQ Fr.): LOT DIMENSIONS: IMPACT IMPACT IMPACT FEE FEE FEE 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: FIRY"S DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE Single family residence (Replacement home) . FEE SPECIFY MECHANIC ROOF' NON -CONFORMING MISCELLANEOUS 11. SETBACKS.(ACTUAL) FRONT: BACK: ToAl RIGHT SIDE: LEFT SIDE: \ko SUDS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) N11 NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION FX1 RESIDENTIAL COMMERCIAL INDUSTRIAL DATE SENT TO ADDRESSING: OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE XQUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW : 15. SF. Fr 1st FLOOR: 14. SQ. Fr OF CONSTRUCTION DATE RECEIVED I NO 11 AM DATE COMPLETED VA 16. VALUE OF CONSTRUCTION. 51,000.00 Vfl I h INITIALS The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated V V value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDVFoim No.: 001-02 OWNER INFORMATION NAME: Wynne Buil!ding corporatinn ADDRESS: 8000 S. US1 402 CITY: Port . St. Lucie-_ STATE: FL ZIP: 34952 PHONE (DAYTIME): 0 7 2) 7 R 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE. OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (_J CONTRACTOR INFORMATION STATE: ZIP: St. of FL REG.CERT #: C G C 6 3 5 9-9 ST. LUCIE COUNTY CERT #: 08898 BUSINESSNAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 S. US1, Suite 402 CITY: Port S t . Lucie STATE: r' L PHONE (DAYTIME): (17 2) 8 7 8- 5 513 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & B r a d e n ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34996 PHONE (DAYTIME): (7 7 3 2 8 7— 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: STATE: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: - ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is.hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming- pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVJIT• I certify liftfah the foregoing information is accurate and that all wo ill be done in compliance with all applicable law egulating construction and zoni5g. STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this 1 t day of mA rrh 20 1 by Matthew Lyle WYnna who is personally known X or has produced STATE OF FLORIDA COUNTY OF St Lucie The foregoing instrument was acknowledged before me this 11 at day of March , 2013 by Matthew Lyle Wynne who is personally known X or has produced as identification. as identification. of Notary ignature of Notary Co # No. S ISAN MAAFFjdtes eal) (Seal) rc= MY COMMISSION # EE 0c 2ASagr r%.,, SUSAN MAGEE g•� os EXPIRES: February 23MY COMMISSION # EE 037286 hruotaryPublicUnT; r'p` EXPIRES: February 23, 2015 qpN`� Bonded Thru Notary Public Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. Aull TARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. �e c St. Lucie County Building -& Zoning _ 2300 Virginia Ave `IOR�p Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be 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 ER0009 Plumbing Lindquist Plumbing & Supply Co. 19150 CFc057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19464 RC29027087. Gas PERMIT ISSUE DATE: NUMBER: �J c Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�ORIOP BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractoi Certification Number: 520q!5 State of Florida. Certification Number (if applicable): (K> no n !3 4 1 a �- GJ E !e C_ -r i c , Zn( (Company Name/Individual Name) have agreed to be the e, !e C 7 ri c.A i sub -contractor for ✓1 >1 a D h! CDC p - (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE RE UIRED _1 Azz�. .� Aa- 6�IWN,AkTUUJRE PRINT NAME DATE Business Name: '¢ l5 I e c i Y; c, 'rn e- . Address: City/State/Zip: Phone: "7 7a- g424/-lO`l��o(o email: OFFICE USE ONLY: PERMIT # ISSUE DATE CC U. P1T-Y E L {} F7 I D Ii PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (If applicable): CFC1428458 _ Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at� O p J (Project Street Address or Property Tax ID #) It is „ derstr od that if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIG ATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co Inc. 3185 Sneed Road DATE Fort -Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com "11T i' 71- TT4Z'F %1NT .V V i' i' JL JJ V _ _ - PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS ti BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: g 2 8 g State of Florida Certification Number (If applicable): CAC 0 2 4 3 7 9 Comfort Control of St- .Lucie County. inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID Tt is understood that if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATt1RES ARE REQUIRED Barry Zimmerman �j \ \ PRINT NAME DATE Business ame: Comfort Control of St. Lucie County, Inc. Address: 1 501 gi l tmorP Street City/State/Zip: Port St_ T.Lei e, FT.- 34983 Phone: (7 7 .) 7 8 5 — 9 01 (l email: OFFICE USE ONLY: PERMIT # ISSUE DATE �� Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . F�ORIpP• BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (if applicable): R C 2 9 0 2 7 0 8 7 Treasure Coact $ n n f i n g, r r. 0 have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at �� (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 Buildiit—ng and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED J�Y'i an Maloney A\�,-� SIGNA PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1816 SW R i f t- m n r P S t City/State/Zip: Port S t.' Lucie , FL. 34984 .Phone: (7 7 2) 3 4 3— 8 3 0 8 email: OFFICE USE ONLY: PERMIT # ISSUE DATE Property Appraiser - St.Lucie County, FL Page 1 of 1 Wynne Building Corp Record: 1 of 5 Property Identification Site Address: 14 LA VILLA WAY B Sec/Town/Range: 01 :34S :39E Map ID: 13/01N Zoning: PUD Ownership and Mailing Owner: Address: Sales Information Date Price 1/1/1980 950000 11/1/1978 390000 Wynne Building Corp 12804 SW 122nd Ave Miami FL 33186-6203 Code Deed 00 CV 00 CV PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1301-111-0001-000-5 �0G2 Account #: 317 Use Type: PRKG/MOBILE City/Cnty: St Lucie County Legal Description 1 34 39 E 1/2-LESS AS IN ORS 2639-2,263: 2652-2429: 2664-2695: 2678-378,381: 2688-516: 2701-276: 302 More... Assessment 2012 Total Land and Building Book/Page 2012 Final: 28172700 Land Value: 9412500 Acres: 316.56 0324 / 2491 Assessed: 28172700 Building Value: 18760200 0307 / 1544 Ag.Credit: 0 Finished Area: 21783 SgFt Exempt: Taxable: Taxes: 569970.35 BUILDING INFORMATION Exterior Features View: RoofCover: - RoofStruct: ExtType: MHPK - MH Parks YearB(t: 1982 Frame: Grade: C - C EffYrBit: 1982 PrimeWall: StoryHght: 0010 - 1 Story No.Units: 1254 SecWall: Interior Features BedRooms: 1254 Electric: - PrmintWall: FullBath: 0 HeatType: AvgHt/FI: 1/26ath: 0 HeatFuel: - Prm.Flors: %A/C: 0 %Heated: 0 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Use Type Type CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEW - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK4' Y 1 160 AV AV 1982 FEN6 - CHAINLINK 6' Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 199380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASP1 - ASP1 HIGH Y 1 360000 AV AV 1982 0 Measure Depth 1249 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=130111100010005 3/14/2013 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:y54� #1301 111 0001 nnn 5- Fast 3 of RPrtinn 1 tnwn-hi] '145 Range (Tax ID/Legal description/Address)lying N&W of Turnpike 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 N01' De aaversely arrectcu. 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. Property Owner Name STATE OF FLORIDA. COUNTY OF—S t L11r i P ACKNOWLEDGED BEFORE ME THIS 1 at DAY OF March 20 l3 By Matthew Lyle Wynne WHOI PERSONALLY KNOW TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TrrLE COMMISSION NUMBER 2 y�roar, hy�, 4 SUSAN MAGEE g f� MY COMMISSION # EE 037286 J, EXPIRES: February 23, 2015 I .„JH;�� • ®ondadTNru Notary Publ c Underwriters 39E, Feeder PROPERTY INFORMATION Address: 48 La Puerte Del Norte City / State / Zip: Fort Pierce, FI 34961 Parcel #: 1301-111-0001-000/5 Zoning: PUD APPLICATION INFORMATION Permit Number: 1303-0220 Permit Type: Building Residential (SFR) CONTRACTOR INFORMATION Contractor Name: Matthew Wynne Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 City / State / Zip: Port St Lucie, FI 34952 REVIEW COMMENTS e1 Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Stories: Block: Automatic Sprinkler System? No Fax Number: 772-878-0224 Email: Sue@Spanishlakes.Com REVIEWS AND COMMENTS ReviewTyae Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Deanna Givens 3/14/2013 Comment: NOTICE OF COMMENCEMENT Comment: NEED VEG PERMIT Front Counter Review Complete Deanna Givens 3/14/2013 3/14/2013 Comment: CP11ansExaminer Review Incomplete Ed Roseberry 3/26/2013 3/18/2013 Comment: Engineer revising truss connector on GRB girder, location 12, to meet uplift requirements. To be reviewed by Plans Examiner Complete Ed Roseberry 3/26/2013 3/26/2013 Comment: To be reviewed by Zoning Complete 3/14/2013 3/18/2013 3/18/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/18/2013 3/18/2013 3/18/2013 Comment: 07/26/2013 11:08 77287P7C-56 WYNNE BUILDING��nRP PAGE 02/03 'St. Ludo County Building &: Zorkiurg. Depalrtment 2300 ,Virgiilid Ayen'ue Font Pierce, F'L-14932 772462-h65 Fax 772-462-6443 Request for 30�Day Tewpolrgiy.' Powe>; ROWgse Date:�� Property ,Address: `k Permat Nunnber: THE VNDEkSIGNED'HEREI3Y REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE-'])ESCI RJj pROpERTY,.).FoR A. PERIOD.NOT TO EXCEED THIRTY (30)- DAYS, FOR THE PURPOSE OF•TESTING SYSTEMS AND;EQUIPMENT IN PRE PARA ZON FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND•AGREE AS FOLLOWS: 1. This tenkpoy Hxy power release is eq est edfor- the above clat!ed,pnrnnca only, and there will be no-acCulfancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we lher6y 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 llsted in the attached document entitled "Requirements for 30 pay Fower for Testing". have been fulgi.Lied and the premise is ready for compiiaace inspectioi 4. All requests foF an extension beyond 30 days junst be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved witbiu 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. 02/23/2013 04:53 7728787656 WYNNE BUILDING CORP PAGE 01/01 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie County Date: October 25 2013 Re: Lot/Block: Address: 48 )La Puerta Del Norte Project: The under9laned herehv eertifinc that inaulatinn hue tenon in&Ai n-ri .., +6a I. Exterior CBS walls have been insulated with: -r Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer; Fi )ioil Rock Wool Blankets Density: X .Aluminum Foil R-Value; R-4,1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: S fray -on Cellulose Thickness in inches: Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other, 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: Malluractl]X"; 10,375" Fiberglass Blankets Density: Knauf X Wock woolan ets Fiberglass Blown, R "V'alue: R-30 Cellulose Loose pill Other Ceilings have been insulated with; X Fiberglass Blankets Thickness in inches-, 9.5" Fiberglass Loose Fill Manufacturer: Knauf Rock Wool Density; Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches; Rock Wool Manufacturer: 1polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 3.5" X Fiberglass Blankets Manufacturer-. Knauf Spray -on Cellulose Density: Polyurethanie R-Value: R-11 Other The following following have been insulated; VMNE EM11,011VC General Contract/B RECEIVED OCT 311013 By: $ZEN J. 24-SEP-2013 04:10 FROM:SOUTH CCF—\ 7723446042 TQ:4G2G443 P.1/1 CMM al dn. if APICA 1.1i . lop PERMrr A-t. BUMWENCO PE57 CONTROL C 0-Mr9ACM1k:.--j, rIZU e", Mr COMMOL UCMM _%Fm fled If No 0 1 No TTOWN a -7-) 7 1, 11 .............. I. Aeft, j"7k"jxcjWbwq JmwAw4w~qPjy of A—tftz�w ft—WftW&*f.,w'mab9 ADO* CMU*Jft &WJUM1fr4rdPffl st Ftuefm N dr N—mwnqun=mrth4mw bapedAij lbr M a I M omr L A �Zvf . jo6z 'doobod =Wrudam fbr, ~iftg 7M DEP&W 2khw.tabophadc" RECEIVED SEP 2'5 2010 21-NOV-2013 05:08 FROM:SOUTH ,171�qST 7723446042 T❑:4626443 P.1/1 i I C,ID� CO�Isnt�C.m gm-, P ERmrr it Jill �un.payrorrrRa�.-ra�: ,: PESr 4OW1 L CORi PEST CONTROL Lida 'I I we, do w +4 h"W f► art wWig'�,:4m pr��ted wubt�� two In1'9'orth cam 4mlionaft at a, aanlpr�hrea 1�►� 1 St Luqm ftwft r"U11"m !Iu ft 60 ra.ib�d aAr�rt�an f� M OXON AI CM /V/ I Y ;. .I . WrAmft d 11�►b � Qr nor�fp�r, d�l�r�rdd drailbrArmRAM i �t�re� �Me�nOar�bw�br�p��t�h■I fw Cry rJ t" *120 a sditw 0 bs ~ c" RECEIVED 2.22013 21OZ E 0 Nnr 03AI3338 �v.&PWJVAW &qFA WS/� W M0Jwws W 4wow • taaim 3"d �41 u� pr4t� "nIsI " PIOWMWUN�ryo--T!Aw Idsgxml: crsy�t�t �i►� rtz'ror �iR•p low AWMAuff %qw*ap mom "m is ` 0 o raa fa, fs r ma p"A4ka wVKR Anpo �4 �+xA'aJM odic ., -- - :# � "ins i110�iU;{�IA�1dCN0:3 am to j o po dw i EM it Im %MW tV 'I ! Ili T/T'd €bb9o, 2b09H722L1 �Hinos:wau 00:b0 2T02-Nnf-2 DUNKELBERGIR-_, � engineering & testing, inc. `- - _, 6' - r l Density Test Report Project Name: Spanish Lakes Cow try1flub Village Address: 48 La Puerta Del Norte Project Number: PSL-09-3.011 (BG 10.2) Date Tested: 5/15/2013 Technician Initials: JL Client Name: Wynne Building Corporation Permit No: --- 8000 South US 1 #402 Port St. Lucie FL 34953 Report Date: 5/15/2013 ® Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Test No. Probe Depth ) Laboratory Proctor `• Field Tes#s Maximum Dry Density (Pef) " Optimum Moisture (%) Dry Density (Pcf) Cone Resistancel (tsf) Moisture M Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1113 Pll::� 12 107.5 --- 6.9 95 95.1 Pass 2 113 12 108.8 --- 8.1 95 96.3 Pass 3 12 113 12 108.7 --- 7.3 95 96.2 Pass Type of Field Density Test: ASTM D 1556 fv-0 ASTM D 6938 1 ASTM D 2937 Minimum Required Compaction Based on: N7 AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear Gauge Info• Gauge No. 36817 Daily Standard Count: Density: 2089 Moisture:. 712 Test,, r' Soil Type Elevat>ton Test Location 48 La Puerta Del L�Iorte, Structural Filh . 1 1 0-12 Front of house pad (footing subgrade) 2 1 0.12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: SoH T' �1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 - Compacted Subgrade 8- Stabilized Subgrade 9 Base Course 10 Other: NGVD r- MSL 1V Other: inches below top of nnai, suly L- 1 • �- + •� cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie'County Building Department ... (1) David T. YoAMaVage om "Xiaoyan Zherig, P.E., PhD Senior Proje FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordan a wi ule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to \ subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale - Port St. Lucie . West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 \ 877.643.6832 3011(10.2) Progress Report PR 41 I i wnN abo1 wwolu0 C.-M&L )38d iasHRIAwnas 9!g�Blew 10 101*0104 Ap Alp UOUI to BUD UIWIM aMn1dN018 432RJ0H111Y bUft- ul 8n el 9Pew �Itm P9A10M 013UMP 04 IIBYa 2WI010 PUB OU'r.lon 1AMAIS -0160 co pawn w IusUodtu ie udpeu,�u1lrudIllPPr+W.mwr UOP Hour nlrrllw ry101 our'aaPruuolul PuPPur4 yrr jql IIP� oN 'gtnru oruuuu rut !W plllgirt,edru Aur IdAm* lam Ulm tuwhwQ q�'A+w1w AUYb Wu J fe1W9 ego P'dP!OVeq e41 01 JBIBI ese0ld '4He84 pue 4" ind q wopxM eq A- — ya lno — 4014M —Pq I-Puaw mi ln4 'q to *Iwuoo Mdowe PUe ANse!lep Pus dins io 9wei LeMEW :NVjMWZl "wtsun BAB MIFRIS up604nq AKul PnPWd r91fINMVM 'PeeWsles6ABuol ou el 13Lr 0120840 ArWa1r0O 'dVP 4UQdo1d !0 Wft rIDICI //dlWbP aW AMIQlftwd- ou sewngkt AuadtUa3 41AuNlr r1�1C4m'4°1� WPPr gwl1et11 'elrp UAW urWWrnolrlq PBP96JMPM Aub .rWa'611viondu 04) 11`19'rr1vuelsvp nluouno rtu Nrlyn rlrPrl w road cg yopr AJrar DRUW IIIM mrnUP Rio ' DIIdN 'Aa Cd.LSBI 5VM QV01 a 3af►1++Nals ussnogkl 64MOb/F;I MMO IVg2IS9Oa0 aNn Emu M> IRLMOM 'aFaQd N3HM - uma Ni SCUVA 169MIlLIO AOPunB1a4LM 0 WPa Wp -MM 000 I1W1 Me1V8zMir ;0900V a3.LdM 14re AM i ale d!�I N 4,*e,;roal(,�r9�t pnwwad naA pll7 L9l�'ft A10406 1110A -166 ndR pl3 "01$010600 JnaA rjon 06A P(Ij ORAR 4 �jijuapr pld i�+�tr�Fcu ins a�4s�14� �Iv�R �bfl1 tt�lA �� iwwu Demo NDltlp a 6W eoey ja . a 10 e04eu91s -.Kx* UInM MMMW'-03 1W1N3WN0HIAN9 64rLW2T 30HUHmunsi ianj gisittat 00 IT _ 00 IT EGA dNUS/M 'WiNd 000Z 06!1� ZT 00'6 00 % 00 "6 19df10WW 1014H 11Nn I MOn NOIldIV322 NOIlQnaoHd 3uQ3 w M31YW I , "u"n0 Aiti MF2 uuNvno amma1lo svivin1V(14 GVOI :Mh AU-9 AWN WA!! �yolydrla :UMMODIA001W :abed deW Amaoa' jae6aA . £T/®3180 L69 aflso / apa:J ispuo T T L3LLS9 SWti1111M NTn13a �4rlr=60OT�gaoop 40'� I _ 0006� 'MurN�onPO ;JMWaNJaYa UlgWnNXuruL I :aoruQ e ia AMH SONIM dd0 MAUL HSINtfdl A3Na0M `IMEN3Yil MHUM 11M a 110H A3NaOu--iuw SsaOT604! .,urgnmN,"O"dl?aluy-! .. ... - .., �eNWOIWd : _ .0Po0iminu 1SNClO �l•3a0tuo0 s Al-LtJH ASNGOd _ =9'93e£ �9wnNgOrJelt�srla :QUMNnWolrno :aPo-j,MuoWrio xw3w=M" A. 09T9691r;?t i 01 , i£b64211=w0JA 9£10t £l0Z-TO-if1f l00/L00 XH33 091960ML Xb'3 8b:60 EIOMO/ZO Ccmcx ININO* WIMIS Plant: . Begin, Loading: To Job:. Arrive Job:. Start Unload: Finish Unload: Leave Job: `: , Return Plant:: 09 L2 .i (J L T Customer Code: Customer Na me: cJr;v r�075NE 1-I ,L .� 1 cis{1Ir Rr� c�Jr� ; Project Code .Project Name: • _.:_ [_o_.._. +.:al. ..y,.t4Y�Y.t, t^- t (?i.' ,�.`_ _ ;:t}�.ii'{:'• Ticket Date:- Delivery Address: ��u LA C•'UES?'t:E DEL 1\10h?.TE t Delivery Instructions Customer Job Number: Order Code / Date: Project P.O. Number,,r.x Order P.O. Number � , ,'r'{q. .•`v+_ I. c�.fr'-j`ii_ - ! _ 4L•;r lt._ i"-.17;°.._ , Map Page: Map/Row/Column: _ 27,J 6V. wF—.aYJ (-3�•a Dispatcher: Ticket Number: f Due On Job:, Slump: t— 1Tluck Numbert:y _, t 7 s Driver Nirrlber (_,t Driver N e: End Use: 1 i, It l_• K R f�71_PH E�l._Dhd(� e SC..i-3�? LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 't (ir (—A:—' , t't • 4 �() —?�! Sr E^, �b ^ r—•_}c—,+ —`5(-1(+] R V3 ..yo a. �'i•�+, Si u 7 ,`? 1,._02t_,(_70 F 1I1ERfflc.SH l,.,U _ t_1B ' FUEL SURrIHARGE ENV I RO ilt ENTAL. CHAT rf= •' a 'j k i t Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect ] Check Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. �1 1, TO SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due .to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. retumed concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL PREV TRK. INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed_ Credit Application. if any. Seller's Standard Terms and Conditions, Seller's Quote if any, and Seller's Order Confirmation luding limitations of warranties), as if fully,' set forth on this Delivery Ticket ("Ag____ient"). Seller will provide the Standard Tf and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous', materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products:include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and - other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic -skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, r crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm. at rest, and drink large amounts of water. Fly Ash may contain trace amounts of Ammo- ; nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. 8 Safety:;A, Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to 1 dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. , First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper ►.nedical attention if irritation persists. CF.MF,X, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega inetuye como referencia al. comprador (ya previamente ejecutada- en su 'aplicac 6n •de` eredito),' cualquier termi.no estandar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitations y garantfas)-. como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminbs estandares y condiciones, detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el MOM de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albafiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mis de 0.025%G de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemadu.ras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, Jos cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden cdntenet amoivaco:; Seguridad• L,a humedad puede causar la liberation del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritation o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el. contacto con ojos y contacto prolongado con ]a pie]. Use guarites; protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as menos con jab6n suave y agua despues del manejo de matevial.es. Evite inhalar auxilios• polvos. Si se expone a polvos rods de los limites recomendados, use protecci6n respiratoria. ; Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo. exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. JOSEPH E. SMITH, CLERKf ''. THE CIRCUIT COURT - SAINT LUCIE COL,,,'"-i FILE # 3BO9896 OR 1300' 93 PAGE 2807, Recorded 03/12/2013 L0:48 AM AFreg RP.COROWG.RETURN TO:, PERMITNUMBER, Ilk Soya i.', -d fur rel:vrui,yl inlr• J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. l Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (fbegal description and street address) TAX FOLIO NUMBER1301-11 j-0001-000 sj SUBDMSI N Vi11 1 aTBLOCK TRACT LOT BLDG UNIT L�%tA (�Qp�\� 2 East of section__1 township 34s Range 39E 2. GENERAL DESCRIPTION OFIMPROVEMENT: lying N&W o Turnpi a Feeder Road 3. OWNER INFORMATION: a. Name b.Address 8000 S US1, Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) nn 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. USlr Suite 402 PSL FL �49—B7A-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: U 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: John Brennan NAME, ADDRESS AND PHONE NUMBER: 1 Las CaaiLAS Ft PiPrr•a Fr, 34951 772-466 1553 8. In addition to himself or herself. Owner designate the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration dale is 1 year from the date of recording unless a different date ,s specified) : 20_ - -- -- -_ . Matthew Lyle Wynne, v — ent Print Name and Provide Signatory's Title/OtScc Signature of Owner or Owner's Authorized OtTicer/Direttor/Partner/Monager State of Florida County of ' Ste.• T.I i r i e 2oL� The foregoing instrument was acknowledged before me this 1 a1• day of ..,.� , By Matthew Lyle Wynne - ,as \1��¢-��-'ram (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney ,n fact) For Wynne Building Corporation ofTD:__ (Name of party on behalf of whom instrument was executed) Personally Known ) or produced the following type _ ,,sr�'•I;;v. SUBMIAUIOEE '� '� MY COMMtB510N f EE OOf268 / �( ,�% p(PIREf3:Februelryy20,2016 Susan Magee—,•lif� Bandad Tlw Nour/PubbUndewMas (Printed Name of Notary Public) (Signature of Notary Public) Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statute ). Signature(s) o r(s r Owner(s)' Authori d Officer/Direclor/Partncr/Manager who signed above: By: BY 0.c.. aMia'1aa1(0.uoramr) F)TATE OF FLORIDA ST, LUCIE COUNTY _-r„n IAmI• AY �Y,�II Y11 aT1-In In A ,I `A�Ccmcx /.e3�- 6Z00 55781110 Plant- Begin Loading- To Job- Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: ., •, 1 :� 1 ,� 1 .....r -" `r''4 1 ., :,, ', I ', i•.If_ . "1 :: 1 LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY U _, i•1tr1'Ir'I . , .., ,_ . :7 . ,d',s :_ �'i3;;it'��i�s i't'a'--�!-�'�I�'•''1== Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check `\ Charge Comments: �, l WATER ADDED: / GAL YARDS IN' —DRUM: WHEN ADbb. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: �• / � ( SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our .drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for, damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms. of sale and delivery and accepts concrete as is Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for . safety handling information, and to the material safety data sheets for additional information. retued concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: withinrnone business day after the receipt of materials. O 68UNIVERSAL PREY 3'RK - I ()1)i:-5' u' INVOICE LOAD t'.iUM y fl This Delivery Ticket incorporates herein by reference Buyer's previously executed_ Credit Application, if any; Seller's Standard Terms and Conditions, Seller's Quotal' `.f any, and Seller's Order Confirmation uding. limitations of warranties), as if fully set forth on this Delivery Ticket ("Agri tit"). Seller will provide the Standard To and Conditions upon request. Buyer agrees that, unless otherwise noted on the front an-yeof. all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite. granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly, ash, may contain more than-0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions, Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled: If ingested. keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts- of ammo- ma. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose. throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial .Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye comp referencia al. comprador (ya previamente ejecutada en su aplicaci6ride °credi.to) -citalquier termino atdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas)+, como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveeri los terminos estindares y condiciones detal= lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos -ya antes mencionados y que las cantidades y materi:ales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrcto; al menos que se identi- fique conuna nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, gravay, otros materiales siticios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y ,'estuco. Los productos de concreto incluven cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual pifede contener inns de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en pie] y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento; pulido, corte y/o pei-foraci6n puede-contener materiales sili.cos, Los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden'contener amoniaco,; Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci& del amoniaco puede caus,,u- toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende'en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el. contacto con ojos y contacto prolongado con la pie]. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para proteccion. Ldvese las mans con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios. polvos. Si se expone a polvos mas de los limiter recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto on los ojos, inmediatamente fluya agua en la parte afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston. Texas 77024 02/12 Para mis informaci6n visita www.cemexusa cQm. �- ccmcx 55513239 �e 'e-,ti f /3 0 3 - 0 Z-'q-7-0 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant; 9 r fir:,;• ' Customer Code: Customer Name: 05, Rvr'IDi'-! :Y i*IA!__C..S S CONCRETE TE CONC-T Project Code: Project Name: 31. Ticket Date: Delivery Address: {{ I t`� Yr� rt, 'DEL. p pt w �i �^ , .:i. �-Cl PtlJF_ R I A ' DEL. NORTE Delivery Instructlons: t i I a i Customer Job Number: Order Code / Date: 19-7 r,.93/i�7i 13 Project P.O. Number. "Order P.O. Number. _ _ Map Page: Map/Row/Column: .A 27336023 Dispatcher: Ticket Number: _ Due On Job: c; ,r Slump: Truck Number: _ i .t t_-0257514 Driver umb r:_ � � f�� '``? Driver Name ! It',1bE�.. DE LATC7[,'. RE_ End Use: LNDc6CP z I R I V ,Sjl= UOM UNIT PRICE AMOUNT LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION i.2'a 18 i8 1=LIEL. OIJRC�- AROE_ �r? ;-y � �sl �� L ENVIRONMENTAL C:HAR[:,E Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. RECEIVED OCT 02 2013 �C�LINECRgSS, =ATO NER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY, Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED�SJ GNATURE: within one business day after the receipt of materials. O 5_ u 68UNIVERSAL i-rREV9 I RK INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously. executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotation, if any, and Seller's Order Confirmation (including limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in ad bordance'with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH 'Aggregate.products"-are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye comp referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier ter-mino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los term.inos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al Contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de'agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales- silicios. Los productos de cemento inctuyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento. Portland y productos de agregados como piedra caliza, dolomita, granito, rocs volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener m6s de 0.025% de silicio cristalino. Peligros:. Mezela de cemento fresco y/o cenizas volantes pueden causar irritation en los ojos, quemaduras en piel y Ojos, y reactions alergicas en la pie]. Concreto seco y polvo de agregados, pueden. causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituranuento, pulido, come y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en'temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. 5eguridad• La huniedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritation o ' quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de ,la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese ]as manos con jabon suave y agua despues. del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limiter recomendados, use; proteccion respiraWria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cernento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si ]a irritation continda. ' CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. f`, CORRECTION LIST Code No. DESCRIPTION Section ISBN 978-1-58001-951-4 91111111111111g111111111111111 INTERNATIONAL CODE COONCIC 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that .o.,�;:a a field check or inspection of the Installation must be cocrdln: k _ :..th the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] Two-family dwelling separation (R302.3) Floor live load (Table R301.5) psf welling unit penetrations (R302.4) Roof live load (Table R301.6) psf Dwelling/garage opening/penetration protec- Ground snow load AL fA psf Basic wind speed _W�_Ixar mph Wind exposure category (R301.2.1.4) Ve High wind design criteria applica e (R301.2.1.1) Seismic design category (SDC) [Figure R301.2(2)] A/ (r! SDC C&D provisions (R301Y) Weathering Frost line depth Termite area Decay area Winter design temperature Ice barrier underlayment irequired Flood hazards _lV �%�/ ISTANT CONSTRUCTION (R302) 91L Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) / tion (R302.5) 1/ Dwelling/garage fire separation (R302.6) ---1�-�� Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) ill zFlame spread index (R302.9.1) y Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) P/ Insulation (R302.10) Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Fireblocking (R302.11) Draftstopping (R302.12) 6/ Combustible insulation clearance (R302.13) Use Area f? Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 51-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'4" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t W-S" min. at plumbing fixtures and for non -habitable basements. vl Required heating (R303.8) SANITATION (R306 and R307) � ater closet I/ Lavatory Tub or shower !/ Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING (R308) 7/Identification (R308.1) �/� Louvered windows or jalousies (R308.2) 7/ Human impact loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) VESFloor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible floors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENIN (R310)) V Where required (R310.1) i/Areas, height, width, operations (R310.1.1 - R310.1.4) Window wells (R310.2) Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.9) One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) Referenced standards (R314.1, R314.2) GS Location and interconnection (R314.3) Power source (R314.4) CARBON MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOAM PLASTIC (R302 8 R316) MEANSS EGRESS (R311) !V Labeling (R316.2) i/ eneral (R311.1) Surface burning,thermal barrier, specific Egf � P ess door R311.2 approval (R316.3 - R316.7) Landings at exterior doors 1R311.3 - R311.3.3) Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) Stairway width, headroom, walkline (R311.7.1 - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) Handrails required (R311.7.7) Handrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R311.8) GUARDS (R312) Required for open -sided surfaces, stairs,' ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) DECAY AND TERMITE PROTECTION (R317 and R318) protection required (Table R301.2(1), R317.1, R318.1) Quality mark (R317.2 and R318.1.1) SITE AD9RESS (R319) 1/ Address numbers (R319.1) AC7-Type ILITY (R320) B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STOR�MM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MAT RIALS (R402) Concrete foundation walls (R404.1.2) Wood foundations (R402.1) i/ Concrete, compressive strength (R402.2) FOOTINGS (R403) ✓/ Soil bearing value (R401.4, R403.1) t/ Footing 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) Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (H41 Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness [Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(4)] Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) d?A- Protection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) ff _ Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) (R407.3) TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 > 4 000 Conventional li ht—frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over II ht frame or 8-inch hollow concrete masonry 1 -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fuilly grouted masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For St: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) UNLOOR SPACE (R408) !V Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) Species and grade (R502.1) Grade (R503.3.1) Joists — Sleeping areas, LL = 30 psf Thickness (R503.3.2) [Table R502.3.1(1)] Installation [Table R602.3(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R5024.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) trusses (R502.11) Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WO/DTRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) _ Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] THE TED-WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4' 3 gravel or 1/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE 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" / (R506.2.1) v Base course: 4" graded with 2" maximum / aggregate (R506.2.2) V Vapor retarder (R506.2.3) Reinforcement support (R506.2.4) 52 "WALL CONSTRUCTION (Chapter 6'1 GENERAL (R601) t/ Design (R601.2) Component and cladding wind loads / [Table R301.2(2)] y/ Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and ✓ R602.3(2)] Stud grade (R602.2) AdA,Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] nterior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) t/ ,.Drilling and notching — studs (R602.6) "-Drilling and notching — top plate (R602.6.1) R602.7.2 and Figure R602.7.2] Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) General (R603.1) / Structural framing (R603.2) 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) Wood structural panels (R604) Particleboard (R605) MAS7Y CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) Unit masonry (R607) Grouted masonry (R609) 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) EXTERIO WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONS�/T�RUCTION (R613) ;W Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) A!V Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support, application and fastening (R702.3.2-- R702.3.8) I/ Ceramic the (R702.4) Other finishes (R702.5 and R702.6) jk1l Wood shakes and shingles (R703.5) Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure I R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by '/8"corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square EXTERIOR WALL COVERING (R703) feet) (R703.7.4.1) Water -resistive barrier (R703.2) Flashing (R703.7.5 and R703.8) MWood siding (R703.3) Exterior insulation and finish systems (R703.9) Attachment and minimum thickness Fiber cement siding (R703.10) (Table R703.4) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) n (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] RO��O//jjF FRAMING (R802) ITV Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) utting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Grade Span Size [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 Hc/HR; Adjustment factor ROOFSHEATHING(R803.2) Grade Thickness -FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) IQ CHIMNEYS AND FIREPLACES (contd.) Changes in dimension (R1003.6) Chimney clearance (R1 03.18) ditional load (R1003.8) Fireblocking (R 3.19) Terminati 1003.9) Chimne rickets (R1003.20) Spark arrestors (R .9.1) FACTO - UILT FIREPLACES (R1004) Wall thickness; >_ 4" (R1003.1 Listed and labeled (R1004.1) Flue lining - material/installation (R100 . Installation (R1004.2) and R1003.12) Multiple flues (R.1003.13) FA Y-BUILT CHIMNEYS (R1005) Flue area (appliance) 003.14) Liste eled (R1005.1) Flue area (ma ry fireplace) (R1003.15) Installation (R1005.3 an 5.4) Inlet 03.16) EXTERIOR AIR SUPPLY (R1006) leanout opening (R1003.17) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment / (N1101.2. N1101.3) Climate zone (Table N1101.2) 'See energy conservation plan review record (ding envelope (N1102) MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Applic ion (G2401.1) General regulations (G24 5 Appliance location (G2406) Air requirements �2 Installation (G2408) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAP/[//# (Cha24) ('Ann ace _ c If- 9dnQ) Electrical and electrical bonding (G2410, G2411) e sizing (G2413) Piping materials -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) r• V l Ventin 24-- iEW9) Piping support (G2418 an Misc appliances (G2423, G2425, G2430 - Valves, controls, con s (G2420, G2421 and G24 PLUMBING (Chapters 25�33) Water service location and ( depth P2603, Sprinkler coverage P2604) p (P2904.2.4) Sanitary and storm sewer location and depth Piping materials (P2904.3) (P2603, P2604) Flow rates (P2904.4. i, Piping support (Table P2605.1) P2904.4.2) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) FPA 13 system 2904 Backwater valves (P3008) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Fixture traps (P3201) Storm drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapter 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) on (E3405, Ground -fault and arc -fault circuit -interrupter protection (E3902) Service equipment and locati E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Compliance with Appendix E verified Provisions adopted (R102.5) I mpl pp -11- RA00N CONTROL MEASURES (Appenuik F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendk-G) Provisions adopted (R102. PATIO COVERS adopted (R102.5) Compliance with Appendix G verified H) Compliance with PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted R102.5 Compliance with Appendix I verified P ( ) EXISTING BUILDINGS AND STRUCTURES (Appendix J) SOUND Provisions adopted (R102.5) pendix K) Compliance with Appendix K verified ��OMEDAY CARE—R-3 OCCUPANCY (Appendix Provisions adopted (R102.5) Compliance with Appendix M verified -12- MIMI N81 a MiTek' Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke 3East �Blvd. 62' GRAND CAIiffbN III 1VPORCH Model: M11: 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 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13-individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date 1 IT4386201 JA5 5/14/012 12 I T4386202 J A6 15/14/012 1 13 I T4386203 I A7 1 5/14/012 14 I T4386204 I A8 1 5/14/012 15 I T4386205 I A9 1 5/14/012 16 IT4386206 IA 5/14/012 17 I T4386207 I GRA 1 5/14/012 18 IT4386208 IGRB 15/14/0121 19 I T4386209 1 J2 1 5/14/012 1 110 I T4386210 J J4 1 5/14/012 J Ill I T4386211 J J6 15/14/012 112 I T4386212 I J8 1 5/14/012 113 I T4386213 I KJ8 15/14/012 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. r psA•q 0 G E 1N S • e9 �i�i 39 0 .-�3:. STATE OF -.�: ..,�• Al FJONA` Ot%� FL Cert. 6634 May 14,2012 Alban, Thomas 1 of 1 Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 AS SPECIAL �-Q" 1 oReference 'o mers I cuss Inc., Fort Pierce FI. 34952 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:12 2012 Pagel ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 V VCfgALeIXGy3TKyOD71 SbGTzGdvv ,1-0-0 7-85 105� 17-0-0 L-4-8 264-0 34-0-0 35 0 0 i-0-0' 7-85 2-9-15 65-12 3 4_S 5-11-8 i 7-8-0 Ir-0-0 4.00 12 2.00 12 5x8 = Scale = 1:59.7 13 12 3x6 ` 7xl2 = 2x3 11 r 10-6A 20-4-8 26-0-0 34-M 10-6-4 9-10-4 5-11-8 7-841 Plate Offsets (X.Y): f2:0-8-0.0-1-41, f4:0-3-O.Edoel. f10:0-3-14.0-1-81. f13:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP - TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 14 >569 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.19 13-14 >336 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.39 10 Na n/a uocle (matrix) etg = o + LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3,'Except' 6-14: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=816(LC 8), 10=816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 Mi 1-ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 113stallatioa guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5498/3134, 3-4=5106/2822, 4-5=5058/2829, 5-6=-5133/2933, 6-7=2336/1492, 7-8=2310/1411, 8-9=-2368/1397, 9-10=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14=-1785/3313, 6-13=-254/513, 9-13=711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 AWARNING - Verify design pa rartwf4sm and READ NOTES ON IRIS Alan INCLUDED M7EKRF.FERBhCE P-4GE MI-7473 BEFORE USE. Design valid for use only with MTek connectors. This design B based only upon parameters shown, and is for an Individual building component. my �• Applicability of design parameters and proper incorporation of component is responsibility of building designer= not truss designer: Braeingshown is for lateral supportof individual Web members only. Additional temporary bracing to insure stability during construction is the re.spohsibllty of the �Tek• , erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MOW fabrication, quality control; storage, delivery, erection and bracing, consult ANSVTP11 Quality CrBerla, DS8.89 and BCSI BuOding Component 6904 Parke East Blvd. ' .. Soley Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 33610-4115 if SouthertP., SP or SPp lumber is specified, the design values are those effective 65MM012 by ALSC or proposed,by SPl& Job Truss Truss Type Qty Ply Carlton III with porch M11323 A6 SPECIAL 1 1 162'Grand a,uan wcm nuaa n , �i row n. avoe< Kun: r.dqu s reo zq zulz rnnu r.d u s Nprzd zulz rims eK InausIDOs, Ina Mon May 14 Uu:04:1 d Zu1z rage 1 I D:2GIS cwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imM B PusHgDMO93McM LhBgpvzGdvu ,1-0-0 8-11-11 164)-0 18-0-0 , 20�-8 1 25-11-15 34-M 95-0-0 8-11-11 7-M 2-0-0 2.4-8 5-7-7 B-0-1 0Or �1 d 4.00 12 4x8 % 4x5 5 6 12 11 3x6 a 7x8 = 2X3 II 2.00 1z 10-64 45-12 -0-0 4-4-8 5-7-7 LOADING (psf) I SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' ReD Stress Incr YES LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 Scale = 1:61.7 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 .244/190 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix)Weight: 174lb = . BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5444/3094, 3-4=-5296/3097, 4-5=5035/2828, 5-6=2271/1421, 6-7=2292/1373, 7-8=2300/1351,8-9=-3064/1740 BOT CHORD 2-14=2847/5159, 13-14=-1107/2312, 12-13=1039/2147, 11-12=-1536/2836, 9-11 =1 536/2836 WEBS 4-14=-465/493, 5-14=1570/2920, 5-13=373/161, 6-13=188/550, 8-12=-822/564, 8-11=0/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf, h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 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 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 AWAR-ATM Verify.desiq-_Paramefers,and! READ NOTES ON MS AND INCLUDEDXTEKREFERENCEPAGE ffiI-7473BUOR13US& Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. , 'Applicability of design parameters and proper incorporation of component is responsibility of bulling designer- not truss designer. Bracing shown Is for lateral support of individual web membersonly. Additional temporary bracing to insure stability during construction is the responsbllity of the MiTek.' erector. Additional permanent bracing of the. overall structure is the responsibifity, of the building designer. For general guidance regarding MiTek.' fabrication, quality control; storage,' delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSO.89 and BCsI Building Component 69114 Parke East Blvd. Safety Informa8available on from TrussPlate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa FL33810-0115 If Southern Pine(Par SPp lumber is Specified, 'the design values are those effective 06f0112012 by ALSC or proposed b SPIB. Truss Truss Type Qty Ply 62' Grand Carlton III with porch �ob 11323 A7 SPECIAL 1 1 Job Reference o 'o W�•� ��+ ••••�. • • • •�w • •++_�� nun: r..wu s re— a rc cone r aau s hpr cs cures mi i et< mausmas, ma rain may iq u.:Dgas cu is rag. r ID: WSJgpGwalPpeur6hk9UjG5yuFUL-iwY7grl6_KyOgB4imMBPusHijMOW3JFMLhB9pvzGdvu ,1-0 U 8.10-10 14-0-0 20-0-0 25-11-15 34-0-0 35-0-0 t 00' 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 -0-0 5x6 e nn 4 5x6 = 5 10 9 U6 7x12 = y� II 2.00 12 ' 10-6 4 14-0-0 20-0-8 25-11-15 i 10-" 3-5.12 6-0-8 5-7-7 8-0-1 Plate Offsets (X.Y): i2:0-8-0.0-1-41.17:0-3-14.0-1-81.f10:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.61 11 >651 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >376 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weinht• 1AA Ih FT = r LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min.0-1-8).7=1125/0-8-0 (min.0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=816(LC 8), 7=816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) Scale = 1:60.7 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3080, 34=-5088/2831, 4-5=-2133/1355, 5-6=2343/1400, 6-7=3033/1714 BOTCHORD 2-11=2831/5183, 10-11=-1412/2782, 9-10=1507/2803, 7-9=1507/2803 WEBS 3-11=-396/432, 4-11 =-I 367/2696, 4-10=813/405, 5-1 0=-1 721456, 6-10=727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,`,,�t t11111111111111, ,��. . 39380 • :_. ATE ��V -6010N A1-��.•�', FL Cert. 663.4 May 14,2012 WARNING - Verify design pay mna. aad READ A107ES ONTHIS AND WCLUDfiD MTEKRSFERENGE PAGE MZ-7473 BEFORE US& Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and" for an individual building component. a Applicability of design parameters and proper lncorporatlon.of component responsibility'of building designer= not truss designer. Bracing shown'• ' Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additfonal permanent bracing.of the overall structure is the responi birity of thebuilding designer. For general guidance regarding M.)Tek' fabrication, quality control, storage, delivery, erection and bracing; comult ANSI/TPIi(ivailly CAteda, DS6.89 and BCSI Building Component 6904 Parke East Blvd. Safety Informs ion available from Truss Plate Institute, 781 N.1ee Street; Suite 312, Alexandria, VA 22314. ' Tampa;4Parke 3 East Bl d. If Southern Pine SP or S lumber is specified,the desi n values are those effective 06f0112012 b ALSC or ro osed by SPIB. Job ssTruss Type Qty Ply 62'Grand Carlton III with porch M11323 Pu SPECIAL 1 1 o eceo 'oa - l,nenl.. I N]s Inc., tort rle— rl. 34tlDL Kun: r.34U s reD z4 zUlz rnnC r.SW s Apr[3 zUlz MI I eK InausmBs, me. Man May 14 UV:04:14 LU1 z rage 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66WtBmkle5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt ,1-0 Q 8 84 12 0 0 15- -4 20� 8 22-0-0 , 24 8 12 34-0-0 35-0-0 :0' 8-84 3 3-12 3 8 4 4 8� 1-7-8 2 8 12 9-3-4 -0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' 4.00 12 5x6 = 3x4 = 4 14 5 2x3 11 5x10 6 15 7 12 11 3x6 7x12 = 3x4 = Zoo 12 10-6-4 9-10-4 ' 1-7-8 ' 12-0-0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress ]nor YES LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 `Except' 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 Scale = 1:60.7 0 W I�, d CS] DEFL in (loc) I/def] Ud PLATES GRIP TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 244/190 BC 0.96 Vert(TL) -1.19 9-11 >336 240 WB 0.74 Horz(TL) 0.35 9 n/a n/a (Matrix) erg = u BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=816(LC 8), 9=816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5482/3092, 3-4=-5091/2819, 4-14=3839/2180, 5-14=3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=-2457/1512, 7-8=2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=1153/2374, 9-11=-1467/2678 WEBS 3-13=387/422, 4-13=-938/1752, 5-13=279/820, 5.12=-913/539, 6-12=-252/222, 7-12=-297/322, 7-11=276/705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will td between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 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 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard AGY9Itmm, -. v r g desi91? pannameum =4 READ NOTES, ox 7.ws_Am INCLUDED BSf3'EFfREFERE=E PAGE M14473 PEF, Design valid for use only with M7ek connectors. This design It based only upon parameters shown, and is for an individual building component. - '.Applicability of design parameters and proper incorporation of component is responsibility of building'design&- not truss designer. Bracing shown' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult .ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.. , It Southern. Pine (SP or SPp) lumber is specified, the design values are those -effective 06f01f28f2 by ALSC ar proposed'by SPIB:. FL Cert. 6634 May.14,2012 . ?R us& MiTeW 6004 Parke East Blvd.' Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A9 HIP 1 1 ob e e e ce a eu,<root,r.aousnp,waurcmnercmausmes, ma man may rque:oq:lq[uic lager ID:_etClcxC3ixW?huls?ypJyuFUK A66WtBmkIe5FILfuK3ieQ3g13mg2onKWaLxiLLzGdvt 11-0 Q 6 7-15 10-0 0 15-2-14 20�-0 24-0-0 27�-1 34-0-0 35-0-0 i-0-0' 6-7-15 ' 3-4-1 ' 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 -0-0� Scale = 1:58.7 4.00 12 4x4 -::; 3x4 2x3 II 5x10 = 4 16 5 6 17 7 3x4 = 15 t4 13 12 11 3x4 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 CS] Plates Increase 1.25 TC 0.25 Lumber Increase 1.25 BC 0.56 Rep Stress Incr YES WB 0.95 DEFL in (loc) I/defl Ud Vert(LL) -0.21 9-11 >748 360 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a n/a BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 2=57510-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=270(LC 8). 13=91 O(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1216/687, 3-4=882/468, 4-16=801/463, 5-16=801/463, 5-6=-378/797, 6-17=-378/797, 7-17=378/797, 7-8=89/270, 8-9=312/169 BOT CHORD 2-15=-551/1110, 14-15=31/300, 13-14=31/300, 12-13=244/271, 11-12=244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13=1191/752, 6-13=-263/230, 7-11=158/383, 8-11=-424/384, 7-13=-818/443 PLATES GRIP MT20 244/190 Structural wood sheathing directly applied or B-0-0 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. �MTek 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; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Ili; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard E IV 3938 3' l ATE :•� 06 �. �I/1►111111�� FL Cert. 6634 May 14,2012 A WARMNG - Defxfy, design parameters and READ MOMS ON7WS AND INUUDED Df 1EKREFERRWB PAGE Mtl-7473 BEFORS iiSR. Design validfor.use only with Mlrek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown �• . is for lateral support. of individual web members only., Additional temporary bracing to Insure stability during construction is the responsibllty of the ' Maw erector: Additional permanent bracing of the overall structure Is the responsibility of the building designerjoi geneial guidance regarding fabrication, quolity.control, storage, delivery, erection and bracing, consult ANSVTP11 Qua➢ty'Crtieda; DW89 and 6CSI Building Component' 6904 Parke East Blvd. . Safety Information avoilable'hom Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if Southern Pine (SP or SPp tumberfs specified, the dPlB esi n values are those effective 0610112012 by ALSC or roposed'by S., Tampa, FL 33810 4115. Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 A COMMON 19Qty 1 o e e •0 --•-••��•••=K,,. �+�� rcm,. ru.uvu ay rau cY m,c ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv ,1-0-0 6-7-13 12-4-13 17-0-0 21-7-3 274-3 34-" 35-0-0 1-0-0' 6 7-13 5 9-0 4-7-0 47-0 5-9-0 6r7-13 0.0 Scale = 1:57.8 4.00 12 4x4 = 6 19 1� d 3x6 % 17 15 14 'V 12 3x6 C 2x3 II 46 3x8 = 3x8 = 4x8 2x3 II � 6-7-13 12-0-13 21-7-3 27�� 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) - TCLL 20.0 TCDL 7.0 BCLL 0.0 ' SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES CS] TC 0.36 BC 0.55 WB 0.58 DEFL in (loc) Vdefl Ud Vert(LL) 0.30 14-15 >999 360 Vert(TL) -0.73 14-15 >546 240 Horz(TL) 0.15 10 n/a n/a PLATES GRIP MT20 244/190 code (Matrix) etg = o LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=844(LC 8). 10=844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=2656/1547, 4-5=2606/1555, 5-18=2655/1658, 6-18=2595/1654, 6-19=-2595/1654, 7-19=-2655/1658, 7-8=2606/1555, 8-9=-2656/1547, 9-10=3245/1839 BOT CHORD 2-17=-1635/3008, 16-17=-1635/300B, 15-16=1635/3008, 15-20=928/1921, 20-21=-928/1921, 14-21=-928/1921, 13-14=163513008, 12-13=-1635/3008, 10-12=1635/3008 WEBS 6-14=-523/891, 7-14=-313/304, 9-14=600/407, 6-15=523/891, 5-15=313/304, 3-15=599/407 NOTES anced roof live loads have been Considered for 1 s design. ,,`if1111111III 2) Wind! 165mph •'� E N ASCE 7-10; (3 econd gust) Vasd 128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,��1, G S 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O 39380 •yam. 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, with BCDL = 10.Opsf. * �' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint 10. : )' :(Cc X 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ATE 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 0 �. �. 15-0-0, and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility ,� .j Tof ��,,j others. 8) In the LOAD CASE(S) section, loads applied to the face the truss front back ss 0 '0 •��>``` R of are noted as (F) or (B). �0 N A� LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-", 6-11=44, 2-20=20, 20-21=50, 10-21=20 FL Celt. 6634. May 14,2012 . W . Verify design parameters and READ AWES ON7THS AND BVCLUD. RD bffTEKREPERENCEPAGE ttfll-7473 BEFORE USE. 'Design valid for use only with Milek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and -proper incorporation of component is responsibility of building designer'- not truss designer. Bracing shown' �• is for lateral support of individual well members only. Additional temporary bracing to Insure stability during construction is the responsibillity'of the MST@k` erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication; quality control, storage, delivery; erection and bracing, consult . ANSI/TP11 Quality Cdtedo, DSB-89 and BCSI Building Component 6904'Parke East Blvd. Safely Informa8on available from Truss Plate Institute, 781 N. Lee Sheer, Suite 312, Alexandria, VA 22314. Tampa; FL 33610-4115 If Southern Pine SP ar SPp (umber Is specified the design values are those effective 05l0l12072 b ALSC or roosed b SPIB. Job Truss Truss Type PlyT62,,Grand Cadton III with porch M11323 A I COMMON J.�gclty Reference 'o a LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=43(F) 19=-43(F) nu s rsln c u r< Mi mauamaa, me Mon May 1. ua:aq: is cu rc ray. � ID:a3B4PavZ ZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuygiKzgD71SbGTzGdvv O ' � ry+ • Mi r ATE �. 0'',t.Sl0N A\-?�� FL Cert. 6634 May 14,2012 ® WARNING - Verify design parameters curd READ NOTES ON THIS BATD INCLUDED 119TEKREFEREME PAGE D91-7473 BEFORE USE Design valid for use only with MTek connectors. This design is based ohly upon -parameters shown, and is for an individual bulding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shownIs for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MITek' erector. Additional permanent bracing of the oJerall structure Is the responsibiity of the building aesignei-For general, guidance regarding fabrication, quality control, storage, delivery, erection aril bracing, consult ' ' ANSI/TPII QuaW Crtledo, DSK-89 and BCSI Building Component 6904 Parke East Blvd. ' Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 312rAlexandria, VA 22314. Tampa, FL 33870-4115 If SouthernPine SP or SPpj lumber is Specified, the design values are those effectKe 0510112012 b ALSC or roposed tl SPIS. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch Ml 1323 GRA HIP 1 1 e e o 0 Chambers Truss Ina, Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:15 2012 Pagel ID: etClcxC3ixW?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs ,1-00 8-0-0 11-1-1 17-" ,166-0, 22-2-2 26-0-0 34-0-0 55-0-Q o 8-0-0 3-1-1 5-10-15 1& 0 3 B 2 3-9-14 8-0-0 -0-0 WO 4.00 12 4x6 10 Top chord must be braced by end jacks, wale=1:so.7 roof diaphragm, or properly connected 4x4 = purlins as shown. 11 14 6xlo 22 3x4 = 29 28 27 26 25 24 4x4 = 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = r 8-0-0 11-1-11 -0 18-626-0-0 34.0-0 B-O-0 3-1-1 7-0-15 7-04) Plate Offsets (XY): 13:0-3-8.Edgel, 121:0-3-8.Edge1, 122:0-3-10.Edge], 124:0-3-8.0-3-01, r27:0-3-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP - TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(fL) -0.26 2-29 >489 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(TL) 0.03 22 n/a n/a Code a eig = o LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except2=361(LC 8), 27=1182(LC 8), 26=1472(1_C 8), 22=648(LC 8) Max Grav All reactions 250 lb or less at joints) except 2=480(LC 19), 27=2269(LC 13). 26=2882(LC 14), 22=956(LC 14) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=560/309, 3-5=358/948, 5-7=616/1259, 7-8=-616/1259, 8-10=-616/1259, 10-12=616/1259, 12-13=616/1259, 13-15=616/1259, 15-16=616/1259, 16-18=616/1259, 18-20=2145/1219, 20-21=2145/1219, 21-22=2236/1203, 6-9=163/310, 9-11=154/376, 11-14=226/417, 14-17=148/282 BOT CHORD 2-29=191/597, 28-29=140/465, 27-28=140/465, 26-27=834/497, 25-26=373/630, 24-25=373/630, 22-24=1027/2068 WEBS 3-29=-455/1140, 3-27=1766/891, 5-27=766/630, 5-26=501/320, 13-26=918/612, 18-26=2399/1452, 18-24=825/1760, 21-24=36/367, 4-5=-562/478, 19-20=345/311. 14-15=509/387 Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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. 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-D-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint.26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. ,`t�PS 1A. NGEN&.ti <e �. = NITD 39380 �•' mcc ATE .. 0 0 •1�,� ONAV- X/11111 FL Cert. 663.4 May 14,2012 W Verify desiga paramefers and READ NOMS ON7H1S gAID INCLUDE) MTBKREFERENCE PAGEbfl(-747a BEFORE USE. Design valid for use only with Mnek connectors. This design is based, only upon parameters shown, and is for on Individual bolding component. Applicability of design parameters and proper Incorporation of component is responsibility of bulding'designer-not truss.designer. Bracing shown'' is for lateral support of individual.web members only. Additional temporary bracing to insure stability during construction is the responsibllty, of the 'MITek• erector.. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSVTPII Quality Criteria, 6SB•89 and BCSI Building Component 6904, Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. ,. Tampa, FL 33610.4115. If Southern. Pine SP or SP lumber is specified, the design values are those effective 0610112012 by ALSC or prop0 sed by Vffl. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRA HIP 1 1 1 Job Reference (optional) .... ....... , .,�. �,o�w � ,, w�o< rcun: r.avu s rao cq �u r� lone r.aou s npr co cu rc mi. ert umusuros, mu. mun may ry ua:ov. rn au" rag. < ID:_etC1 cxC3ixVV?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 21-23=44, 2-29=20, 24-29=47(F=27), 22-24=20, 3-11=103(F=59), 11-21 =1 03(F=59) Concentrated Loads (lb) . Vert: 29=555(F) 24=555(F) ,,,r,/l l l l U►////I . p iN 39380 ATE ..� 7,4460 N A� FL Cert. 6634 May 14,2012 wmnil rG Vany eiij& d-igrl'jp n eE rota Rm a ohs an►TArs Arras immuDED aB PEFmz E PIGE M-7478 BEFORE USE. — .. Design valid for use onwith MTek connectors. This'design Is based only upon parameters shown, and Is for an individual building component. r Applicability of design parameters and proper incorporation of component is responsbility of building designer- not truss designer. Bracing shown �® is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the _ ��Y�F erector.: Additional permanent. bracing of the overal'structure is the responsibility of the building designer. For general guidance regarding MITek` . fdbrication; quality control, storage, delivery, erection and bracing; consult ANSVTPII QuaBly CrIferfa, DSB-89 and-BCSI BuBding Component 8904 Parke East BNd. ..Sdfety Infarma@on available from Truss. Plate Institute, 781. N. Lee Street, Suite 312. Alexandria, VA 22314. - .. Tampa, FL 33810-4115 If Southern Pine SP or SPp lumber is specifterl, the design values are those effective OW0112012bit ALSO or proposed by SPfB. Job Truss Truss Type Qty Ply 62' Grand Cadton III with porch M11323 GRB HIP 1 1 o eee ce o t' a . unamuers I mss ma, run rierce Vt. a4eoz nun: r.-s4u s reo 24 2012 Print 7.a5u s Apr za zulz mi I eK mausmes, Inc, Mon May 14 os:o4:1b zulz rage'r ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr ,1-0-Q 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 35-0-0 0-0' 8-0-0 6-2, 6-1-10 5.8-0 8-0-0 11-M 5x10 4.00 12 3x8 = 4x6 = 5x6 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 wB _ 3x4 = 6x8 = 3x6 _ 6x8 = LOADING (psf) - TCLL 20.0 TCDL 7.0 BCLL 0.0 ' SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO CSI TIC 0.92 BC 0.62 WB 0.71 DEFL in (loc) I/defl L/d Vert(LL) 0.19 2-15 >999 360 Vert(TL) -0.33 2-15 >727 240 Horz(TL) 0.08 12 n/a n/a PLATES GRIP MT20 244/190 Ig = o LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-11), 12=344210-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=892(LC 8), 12=2537(LC 8), 8=384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=1930/1173, 4-16=1930/1173, 4-5=1175/2398, 5-6=-1175/2398, 6-17=727/411, 7-17=728/411, 7-8=829/387 BOTCHORD 2-15=1695/3431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=992/1974, 11-12=-2381/1356, 10-11=2381/11356, 8-10=270/731 WEBS 3-15=-407/1219, 3-13=1661/791, 4-13=-211/942, 4-12=-4730/2565, 6-12=2457/1572, 6-10=-1766/3430, 7-10=356/375 , NOTES 1) Unbalanced roof live loads have been considered for this design. A► 1�,,S •' E N �'`•.� 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=eft; Cat. II; �� C ♦ . Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60S2 •� 3) Provide adequate drainage to prevent water ponding. 3938 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. R 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at :rc'„ �a joint 12 and 384 lb uplift at joint 8. r E (!7 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. p'. ((� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at • R 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the �� t responsibility of others. 9) In the LOAD CASE(S) loads to the face the truss front back N AIfilli,; section, applied of are noted as (F) or (B). �,`, LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Celt. 6634 Vert: 1-3=44, 3-7=107(F=-63), 7-9=44, 2-15=20, 10-15=-49(F=29), 8-10=20 May 14,2012 .. . W veri aest!_qnparwnetersaAdREAD IvrOTE& oA1 THIS AND ZATLODRD MTEK EFERENCE PACrE MZ-7473 BEFORE USE.. -- Design valid for use only with Mirek connectors: This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsi1ty of building designer- not truss designer. Bracing shown �• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the r erector. Additional pemanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding WeW fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Qua01y CrBeda, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. ' Safely Info-olton availablefro Truss'Plate Institute: J81 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610,4115 . If Sotitherts Pine SP or 5Pp Lumber is specified the design tfatues are (hose effective 06f01f2812 by ALSC or proposed'b SP18. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 e eo 'oal) nun. —9v s re— ta¢ rnnL i.sau s nprza zu iz mi i en muusmas, mo. mon may w urn: w a is raao ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=555(F) 10=555(F) • 3938, lATE ♦ i i.. FL Cert. 6634 May 14,2012 . . A tAARAUM. -Verify d ign pwmne&-M onaRM MMS aN 7WS AM DVC UDED a�=REFEREr2CE P9GE fl41i-74ra BEFORS USE. . -- Design valid for use any with MiTek connectors. This design is only upon parameters shown, and is for an individual building component. Applicability of'design"parameters and proper Incorporation of component is responsibility of building designer= not truss designer. Bracing shown �• . Is for lateral support of individual web memb'ers'ony. Additional temporary bracing to Insure stability during constructiomis the responsibility of the erector. Additional permanent bracing of the overall stricture is the responsibility' of the building designer. For genial -guidance regarding ,p ek• . WOW fabrication, quality control, storage. delivery, erection and bracing; consult . ANSI/1PI1 Qualify Crlleda, DW89 and,BCSI Building component Safety InformaHan available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. - - 6964 Parke East Blvd. Tampa, FL 33610.4115 !t Southern Pine SP or SPp lumber is s eratied, the design values are those effective 0610112012 by ALSC or proposed by WIS. Job Truss Truss Type Qty Ply 62' Grand Carlton III with parch M11323 J2 MONO TRUSS 8 1 ,sun cY cu,e rnnn r.—. s npr eu,e mi i en u,uusn,es, ,n, mon may ,v u.u re ray. , ID:x1?zSlzTbJCDIIrGPH1 QukyuFU I-7VEGItn_HFLyXfpGRUk6VUv00Zd5Gvfpl fapPEzGdvr -1-0-0 2-M 1-M 2-0-0 0-f-. 6— Y1Tn4 "TAC_IUAll ♦.. Scale= 1:7.7 3x4 = 2-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. ek recommends that Stabilizers and required cross bracing installedduring truss erection, in accordance with Stabilizer r tallation uide. REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2=143(LC 8), 3=29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 chard 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 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. *��:�0 •• G E N,9 • •.q �i +` 39380 •• G-+. _ � -fir .� SAT E 04 nl!nn�t FL Cert. 6634 May 14,2012 A. WBRM%G • Verifi, j design pargrnders as1H RM NOTES QN 7WS AW INCLGDM MTEKREFEPXXC6 PAGE MIT-7473 BEPORE USE, Design vdlid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an individual building component.. �® Appkcabir y of design parameters and proper incorporation of component is responsbliy of building designer -not miss designer: Bracing shown ��Y�• - . is fodlateral support of individual web members only. Additional temporary bracing'to insure stability during construction is the responsibility of the ` M(Tek• erector.' Additional permanent bracing of the overall structure is the responsibility of the building designer. For.general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 'ANSI/TPII Qualify Cdleda, DSB-89 and BCSI:Bullding Component 6994 Parke East Blvd. ' ., Safety Informa8on available from Truss Plate Institute, 781 N. Lee Street, Suite 812, Alexandria, VA 22314.' - Tampa, FL 33610-4115 If Southern:Pine SP ar SPp iumher is specified the design values are those effective 0610112012 by ALSC or reposed b SPI8. Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS [Qty 1 o eee c o io 1 nu rl: /A u s reu A4 Au rA rnnu /.aau s Apr AS Ault mi I ex Inuusmes, Imc. men may 14 ue:a4: la Au IA rage r ID: PDYLfd_5MdK4MSQTz?ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr 1-0-0 4-0-0 1.0 ,, 4-0-0 Scale = 1:11.0 3x4 = 4-0-0 401 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rile BCDL 10.0 Code FBC2010rfP12007 (Matrix) Weight: 14 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=82(LC 8). 2=188(LC 8) Max Grav, 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t%PS If q��i W 3938 L ATE `� .'� • .' sl C� FL Cert. 6634 May 14,9012 wAR@If G - Veri. frj dessgnP.roim fem and RmD N07B8 Q%THIS Am INCLww mTEKREPEPxicE PAGE E f-7473 BEFORE USE,. Design valid for use ohly.with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation' of component ii responsbility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only: Additional temporary bracing to insure stability during construction is the responsibilltyof the erector. Additional permanent bracing of the overall structure .is the responsibility of the building designer. For general guidance regarding M GIC . fabrication, :quality control: storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS11-89 and BCSI Building Component 6904 Parke East BI.vd. Safety Information available from Truss Plate institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SP lumber is specified the design values are those effective 0610112012 by ALSC or proposed by SPI8. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 J6 MONO TRUSS 8 1 nun. - cu — cu is rnm: r.aau s npr cu cu rc mi 1 eR mousmas, mu. mon may w ua:aq:-i r au is rag. r ID:tP6jtzj7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT7CFL2iSOszpy7MvyGJ9MygzGdvq 6-M 6-0-0 Scale = 1:14.2 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >385 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=218(LC 8) Max Grav 3=149(LC 13). 2=289(LC 2), 4=113(LC 3) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard W8RN7RfG = Verzfy des qrt parameters and READ MOTES ONTEIS AND Design valid for use only with MTek connectors. This design is based only upon param Applicability of design parameters and proper incorporation of component is respon: is for lateral support of individual web members only. Additional temporary bracing t� erector. Additional pemranenf bracing of the overall structure is the responsibility of 1 'fabrication, quality control storage, delivery, erection and bracing, consult ANSI/ Sa}e1y Informa,on available from Truss Poe a lnstitufe, M N. Lee Street, Suite 312, Ale If &.,them Pine {SP ar SPp) timber is.spaciftedgthe design values are those at fEKREFERENCE PAGE MI-7473 BEFORB USE. Is for an individual building component. designer- not truss designer. Bracing shown uring construction is the responsiblility of the ner. For general guidance regarding to, DSO-89 and BCSI Bu0ding Component L N� 0 N 3938 AT E O� r • i FL Cert. 6634 May 14,20.12 0.N. Wek . . 6904 Parke East Blvd. Tampa, FL 33610.4115 - Job Truss Truss Type Qty Plyob 62' Grand Caritan III with porch M11323 JB MONO TRUSS 0 1 e - a.uewwm nu== nrv., �,• rimw �,. o-raoc nun: r..wu s rep Z9 zuiz enni: r.JOu s Hpr e i zulz mi t eK inausmes, inc. Man May l9 ue:a9:1r Lu IL r iju r ID:tP6jtzj7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT7CFL2iSUGzwn7MvyGJ9MygzGdvq 1-0-0 8-0-0 1-0-0 8-M Scale = 1:17.3 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 - TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We n/a BCDL 10.0 Code FBC2010lrP12007 (Matrix) Weight: 26 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=163/Mechanicai, 2=308/D-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=203(LC 8), 2=250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard O_ i * Jo 39380: IATE .,N AL � .,%% nnn� FL Cert. 6634 May 14,2012 WARArMG - PerT9 design parameters and READ ArOTBS ON THIS AND INCLUDED MTEKREFEPX&=E PAGEW1-7473 BEFORE USE Design valid for useonly with MiTek connectors. This design Is based only upon parameters shown, and Is foran Individual building component. Applicability of design parameters and proper incorporation of component is lesponsiblity of building designer -riot truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure.stability during construction is the responsiblfity of the erector. Additional permanent bracing of the overall structure is the responsibi6fy.of the building designer. For general MiTek• guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult •'ANSVTPI1 Quality CrBeda, DSB-89 and BCSI BuIlding Component 1 6904 Parke East BIW. Safely Informa8on. available from Truss Plate Institute,,781 N. Lee Street, Sula 312, Alexandria. VA 22314. - Tampa, FL 33610-4115 If Southern Pine SP or SP tumbec is s ecified the design values are those effective 0610112012 by ALSC or proposeiii by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 KJ8 MONO TRUSS 1 Reference (optional) .__._..___..._.,. _...._. __... _.___ 1....1..,+..�....11u11 ruins.—snyr--rz mii— mausuros, mc. mun may 1e u.:a9: i r - rags ID:Lcg54J7LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTp9p0T?CFL2iSXhzwb7F3yGJ9MygzGdvq -15-0 7-3A 11-3-0 15-0 7-3A 3-11-12 Scale = 1:20.3 3x4 = rxa 11 5 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Ved(TL) -0.15 2-7 >845 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=164/Mechanical, 2=41110-11-5 (min. 0-1-8), 6=498/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=204(LC 8), 2=325(LC 8), 6=277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1116/488 BOT CHORD 2-7=656/1111, 6-7=656/1111 WEBS 3-7=0/336, 3-6=1220/720 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf,, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=61t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 and 277 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25,. Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)4o-4=124(F=40, B=40), 2=-2(F=9, B=9)-to-5=-56(17=18, B=18) y`0 P's t A't q R� 39380:.. Vir Z ATE ��iys�ONA' % . FL Cert. 663.4. May. 14,2012 WARWNG'- Vero jy desr,/t a parameters and READ 1t OTBS QM 4TIIS AND INCLUDED MTEKREFFREhCE P&GE m-747a BEFORE USE.. Design valid for use only with MTek connectors. This design 8 based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsbility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Addifional temporary bracing to insure stability during construction is the responsibllty of the A elector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MTek• - fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Crfterta, DSB-89 and BCSI BuIldlnp.Companent - 6904 Parke East BIW. ., Safety Information available from Truss Plate Institute, 7.81 N. Lee Street. Suite 312. Alexandria, VA 22314. � � � � � Tampa; FL 33610-4115 - IfSouthern Pine (SP or SPD) lumber is specified, the desigd values are those effective 0510112012 by ALSC or oronosedbv 5P18. . T Sy m b ®Is Numbe:.1flng System PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x, y 4 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 and fully embed teeth. TOP C ORDS Cl-2 C2-3 WEBS c' 4 rr m O O o- U O ~ CL C- C6 0 For 4 x 2 orientation, locate C• g0 8 OM CHORDS plates 0- na' from outside edge of truss. 8 6 5 This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE required direction of slots in AROUND THE TRUSSSTARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. 'Plate location details available In MRek 20/20 CHORDS AND WEBS RE IDENTIFIED BY END JOINT NUMBERS/LETTERS. software or upon request. PLATE SIZE PRODUCT CODE APPROVALS [CC -ES Reports: The first dimension is the plate width measured perpendicular ESR-1311, ESR-135 , ESR1988 4 x 4 to slots. Second dimension is ER-3907, ESR-2362 ESR-1397, ESR-3282 the length parallel to slots. LATERAL BRACING LOCATION Southern Pine lum er designations are as follows: Indicated b symbol shown and/or SYP represents cu rent/old values as published y y by AWC in the 2005/2012 NDS by text in the bracing section of the SPp represents SP B proposed values as provided output. Use T or I bracing in SPIB submit al to ALSC dated Sept 15, 2011 if indicated. SP represents AL C.approved/new values with effective date of June 1, 2012 BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/tv EL grades Indicates location where bearings (supports) occur. Icons vary but © 2012 M1TekO All Rights Reserved reaction section indicates joint number where bearings occur. -- Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. Ml�l BCSI: Building Component Safety Information, Guide to Good Practice for Handling, k" Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Re erence Sheet: Mll-7473 rev. 01 /18/2012 General Safety: Notes J. Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. . 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber... 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable'. ' environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words. and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. i et Z_ lZ 3 cu 0 6AN4! 4 �, ,ec t, G !RONT IN. SETBACK )EQ. j SIDES AIIA- REAR 1��s ZNG. TECH_ " j_ 3C12Ir3 /- 3 t- / 5 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: �� v�rb2� lz-Ntl�k Permit Office: City, State, Zip: FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 2. Single family or multiple family Single-family b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (W) 1446 b. N/A R= ft2 c. N R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a. Central Unit 28.2 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=.0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= - ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 Glass/Floor Area: 0.079 @ C PASS Total Standard Reference Loads: 32.81 /'1�7 �7 I hereby certify that the plans and specifications covered by Review of the plans and OtTBE S7,q?� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARE _ -Y_:_ g Before construction is completed be DATE: -J�l�' this building will inspected for 0 complianc with Section 553.908 I hereby certify that this building, as designed, is in co ce Florida atutes., 5� COD with the Florida Energy de. WE OWNER/A ,E _ T:.• :r ILDING OFFICIAL: DATE:' 1 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT .Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: County: ST. LUCIE City, State, Zip: , FL, - CLIMATE / v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low " BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoornslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ftz _-__ 0 0 1 ROOF / # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ftz Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ftz N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ftz 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS V A Ornt In Adjacent SCavity Width Space Wall Type - Height Sheathing Framing Solar Below - o 1 N Exterior Concrete Block - Int InsRoomsInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomsInBIoc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsBIoomsInBIoc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsRoomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int Ins6loomsInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int Insf>100mSInBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomsInBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown isthe entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N ' 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height" Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type _ Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — -- Return -- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ftz Attic 25 ftZ DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Co I -Jan Feb Mar A r [X ]] Ma X] Jul Au X� X Se Oct [X] Nov ] Dec Heating XFeb Jan JXJ JXXJMar jXXj Apr (X) May �jJun Jun IX] Jul f Auf X� Sep f X� Oct [X] Nov X]DecVentin XXj X Jan X Feb X Mar X A r X Ma Jun [X] Jul [X Aug [X Se [X Oct [X] Nov X] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VVD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 'FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and i doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: i gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can I meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways be considered ducts or plenum chambers, shall be constructed and I sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 i 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 f Homes designed to operate at positive pressure or with mechanical ventilation I ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. Swimming Pools i 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas i I HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters i minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Jf c ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft 2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=1.30 114.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft2 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 1 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: NIA ft2 13. Heating systems kBtu/hr Efficiency SHE. a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 a. Electric b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be ' stalled (or exceeded) in this home before final inspection. O e a new EPL Displa Card will be completed based on installed Code compliant es. _ Address of New Home: City/FL Zi.rQ, Cap: 40 gallons EF: 0.9 CF, Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software t 3 Pro ect Summa Job: +�- wrightsoft® � � Date: MAY 1$, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 �\ Notes: Design - 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 TD 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Heating bummary Sensible Cooling Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1446 1446 Volume (ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 470F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(13,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� Wrl htsoft" 2012-May-15 09:13:19 ..�- 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: -F wrightsofte Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fare 772-785-9144 Web: comfortcontrolofslc.com Project • • • For: 62' GRAND CARLTON II; WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBG530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 H.SPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output 28400 Btuh @ 47°F Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) CIg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281, 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 . 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 cn_ r %4 A 0 A'f 4 4 IVINJ I CrR Ll1V .)U V i r %rr r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoft' 2012-May-15 09:13:19 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 X0% EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = M.18 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAL 7A-104 n07A7 r%A7 nA7 V I /'1L0 IYYJ G I I V I GJ! -M I JET I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoftw 9 2012-May-15 09:ge 2 .� 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 2 AM EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -+ wrightsoft Right-J® Works heet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ftz 60.0 ft' Ty Construction U-value Or HTM Area M Load Area M Load number (Btuh/W °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw OA91 n 2.55 2.18 315 246 627 537' 0' 0 0 0 1A-rlomd 1.270 6 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 01 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 • 15 0 353 381„ 0 0 0 0 11 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 T--G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw. 0.091 s 2.55. 2.18 124 83 211 181 : 48 27 69 59 D 2A-2om 111J0 0.840 0.600 s s 23.5-2 16.80• 25.39 17.40 20 21 20 21- 470 353: 508• 365 0 21' 0 -. 21 0 353. 0 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 12C-0sw 0.091 w 2.55 2.18 - 282 276 702 602. 0 0 0 0 IW 2A-2om _ 0.840 w 23.52 66:18 61 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.60 2.22 64 64 224 142 0 0 0 0 P 12B-0bw 0.097 2.72 0:85 20.4 204. 554 1.74 86: 80:. 217 68 C 168-30ad 0.032 0.90 1.68 1389 1389 1244 2333.- 60 60 54 101 C 16C-19al' 0.049 1.37 2.08 66 56, 77 1.17 0. .0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14. Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsof - 2012-May-15 09:13:19 9 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 1 ACCk EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�- wrightsoft' Rig ht-JO Works heet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.cam Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ftz 45.5 ft' Ty Construction U-value Or HTM Area (M Load Area (ft� Load number (Btuh/ft'--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2:55 2.18 196 157 400 343 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0, 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 .n 23.52 25.39 0. 0. 0. 0 0 0 0 0 11 12C-0sw 2A-2om 0.091 0.640 a a 2.55 23._52 2.18 6.8.19 245 40 205 3 523 931 449 2699 0 0 0 0 0 0 0 0 V 12C-0sw 0.091 s 2.55 2.18 CF 0 0 0 6. 0 0 0 --G 2A-2om 0.940 s 23.52 25.39 0, 0; 0 0 0. 0 0 0 �D..1130 0.600 s 16:80. 17.40 0 0 0: 0 -01 A 0 0 W 12C-0sw. 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 WI.-G 0 52 52 132 110 2A.-2om 0.840 w M.52 66.18 p 6 0 0 0, 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 128-0bw 0.097. - 2.12 0.85 0.'_ 0 0 0' 56 ` . 56 152 48 C 1613-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0, 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 1 1 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsof ' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-876-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ftz 52.5 ftZ Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft� °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 L--G 12C-0sw 1 A-ri omd 2A-2ob 2A-2cm 12C-Osw 2A-2om 12C-Osw 2A-2dm 11J0 12C-Osw 12C-0sw 2A-2om 13A-5ocs 0.09.1 1.270 0.630 0.840 0.091 0.840 0.091' 0.840 0.600 0.091 0.091, 0:840 0.125 n n n n a a s s s sw w , w w 2.55 35.56, 17.64 23.52 2.55 23.52 Z55 23.52, 16:80 2.55 2.55 23.52 3.50 2.18 ; 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.16 2.22 0 0 0 0 0 0 0 0 ' -0 0 0 6 0 0 0 0' 0 0 0 0 -0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0` 0 0 0 0 0 0 0 0 01 0 0 0 0 01 0 0 0 0 0. 0 60 6 0 0 0 0 0 0 0 0 0 0 0 54 1' 0 0 0 0 0 0 0 0 0 0 0 138 141 0 0 0 0 0 0 0 0 0 0 0 118 397 0 w IW �--G W P C 12B-Obw 16B-30ad 0.097 0.032 2:72 0.90 0:85 1.68 68 154 68 154 185 138 58, 259, 0 " 53 0 53 0 47 0 88 'C 16C-19al 0.049 1.37 2.08, 0 0 0 0: 0, 0 D 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0, 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15 0 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1-' wrightSoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 09:13 Page ge 3 3 .4CCA EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft' 266.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ff- °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 N 12C-0sW 1A-riomd 24-2ob 0.091 1.270 0.630 n n n 2.55 35.56 17.64 2.18 26.39 22.24 0 6 0 0 0 0 0 0 0 0 0• 0 119 0 15 89 0 0 227 0 265 194 0 334 1.1 WL__,G 2A-2om 12C-0sw 2A-2om 12C-Osw 2A-2om 11J0 0.B40 0.091 0.840 0.09.1 0.840 0.600 n a a s s .s 23.52 2.55 23.52 2.55 23.52 16:'80 25.39, 2.18 68.19 .2,18 25.39 17.40 0 0 0 0 0 0 0 0 0 0 0 ,0 0' 0 0 0 0 . '0 0 0 0 0 0 0 15. 77 0 0' 0 0: 0 77 0 0 0 0 353 195 0 0 0 0' 381 167 0 0 0 0 W W 12C-Osw 12C-Osw 0.091 0.091 sw W 2.55 2.55 2.18 2.18, 0 0 0 0 0 0 0 0 0 162- 0 162 0 412 0 353 L-G .2A-2om - 0.840, w 23:52 66.18 0 A 01 0 0' 0 0 0 W 13A-50cs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P -12B-Obw 0.097 - 2.72 0i85 0. 0 0. 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16G19al 0.049 1.37 2,08 0 _0' 0 0 1 0: 0 0 0 F 22A-tph 1.358 c 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 1 1139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 1 22% 34% 141 38 22% 34%1 8961 760 Total room load 77 149 1 4973 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wrightsoft' 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft` Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft' "F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 265, 2.16 :0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39. 0 0 0. 0 •0 0 0 0 2A-2ob 0.630 n 17.64 22.24. b 0 0 & .0 0 0 0 11 VV 2A-2om 12C-Osw 0.840 0.091 n a 23.52 2.55 25.39: 2.18 0 0 0 0 0 0 01 0 . 0 40 0. 40 0 102 0 87 �G 2A-2om 12C-Osw 0.840 0.091 a s 23.52 2.55 68.19 2.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52, 25.3R 0 0 0 0 0, 0 0 0 D 1.1J0 0.600 s 16.80 17.40 0 0. 0 0:. 0i 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0. 0 0 0 IW �--G 2A-2om' 0.840 w. 23.52 66.18 0.. 6 ' .0 0 . 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B,-Obw 0.097 2. 2 0.65. _ 0 0' 0 0. 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 . - 1.3T 2.08 0 0: 0 0 01 _ 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P�F- wrightsoft- Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 09:13:19 Page 5 �� EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N - wrightsoftRight-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 4 Room height Room dimensions 8.0 ft heat/cool 1.0 x 195.5 ft 8.0 ft heat/cool 7.0 x 8.0 ft 5 Room area 195.5 ft2 56.0 ft2 Ty Construction number U-value (Btuh/ft2--°F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw 1A-r1omd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-Osw 2A-2om 11J0 , 12C-Osw 12C-Osw. " 2A-26m 13A-5ocs 0:091 1.270 0.630. 0.840 0.601 0.840 0.091 0.840, 0.600 0.091 0.091 0.840 0.125 n n n n. a a s s ' . s sw w w. w 2.55 35.56 .17.64 1 23.52 2.55 23.52 2.55 23.52 16:80' 2.55, 2.65 23.52 3.50 2.18 26.39 22.24 25139 2.18 68.19 2.18 25.39 17.40, 2.18 2.18 66.18 2.22 .0 0 0 0. 128 0 76 . 20 0 34 8 0 0 0 0 0 0 128 0 ' 56 20 ' 0, 34 8 0: 0 0 0 0 0 326 0. 143 470 01 86 20' 0 0 0 0 0 O; 280 0 122 509 1 0 74 , 17 0 0 01 0 0 0 0 0 0 .0. ." 10 0 6 0 64 0 .0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0; 0 0 0 0 0 0 0 0 224 0 0 0 0 0 0 0 0 0 0 0 0 142 W IW �--G W P C C F 12B-Obw 16B-30ad .16C-19al 22A-tph 0.097 0.032 0.049 1.358 2.72 0.90 1.37 38.02 .0.85 1.68 2.08 0.00 0 196 0 196 0, 196 0' 31 0 175 . 0 1166 0 328 0, 0 0 0 56 56 0 0 56 8 0 0 77 304 0 0 117 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration b) Room ventilation 545 0 149 0 142 0 39 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 o 0 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 2932 645 0 0 0 1567 533 22% 34% 0 0 0 747 164 0 0 0 281 96 Total room load Air required (cfm) 3577 166 2100 100 911 421 377 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri t�tsotFt' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 'TYPE Of SURVEY-1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1. 1._. 5-28-13 DESCRIPTION: o SURVEYORS N6fES: BEING ALL OF 48 LA PUERTA DEL NORTE, I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF COUNTRY I� SHOWN HEREON. CLUB VILLAGE, OF ST. LUCIE COUNTY, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ` 12111CO070 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ;5 ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE qa CENTERLINE OF LA PUERTA DEL NORTE HAVING AN ASSUMED SF = SQUARE FOOT C9 BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF COUNTRY CLUB VILLAGE, OF ST.LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER, 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: ,o 3 0 3 _0 Z Z� 8t. Ludo Co. FL Date Intit •°"provd 5/ 201 r D EXISTING C N I m c mN � 'O D m 0 m TOP OF BANK 19.78 >Z2 9.97' 46.03' N .9 CN; m 00 WATER ^ p 4.7 ' a' v N m�� r AV RAGE TOP 1.57' -00 oox a O1 F FORMS N pa' Z / ELE ATION=26.61 �; O / 2.11' ABOVE EDGE 10.92' 9.97' OF PAVEMENT i o vi / 38.29 62.00' 31.12 Ile N a) r EXISTING RECEIVED K' 2 9 XVM 48 LA PUERTA DIfL NORTE LAST FIELD DATE: 5-28-13 SCALE: 1"=30' ALEXANDER J. PIAZZA SK INC. WYNNEIED BUILDING CORPORATION' DATE: 5-28-13 Surveying • Mapping " Co suiting 619 SW Blltmore treet DRAWN: CJM Port St. Lucie, Florl a 34983 JOB NO.: *LEBf7280 Phone: (772) 340 777013-1604 Fax: (772) 340 2250 DATE • REV I S I ONS • AILXE NO J...Azz�!✓ Professional � 'urveyor,, & ,Mapper Florida Certificate' Na.: 6330 K:\BUILDERS\DWG2013\DWG\13-1604.dwg, 5/28/2013 F:40:04 PM