The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERS.........::::.. ..:.. :. '.'.p .. amt.'- . [[ZONING F 'YCL USK ONLY :.: ; : FILED: � // % PERMIT NUMBER: DATE - � RECEIPT NO PLAN REVIE RECEIPT NO.: CERT. CAP NO CTION TOWNSHIP RANGE MAP NO. �ONCURRENCY FEE: TAzrro. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED LAND USE LOT CVG % JL,E COG N. y MAX HGT St. Lucie County Building and Zoning FIRM MAP # sr 2300 Virginia Avenue FLOOD ZONE 1 FLR ELV " 'SCANNED F�OR1�p BY Ft. Pierce, FL 34982-5652 772-462-1553 CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS St. Lucie County WATER SEWER SPRINKLERS STORMWATER APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT (before 1RE 1/90) REQUIRED APPROVED PROJECT INFORMATION ! O E (� LOCATION/SITE ADDRESS ADMINST LIBRARY PARKS PERMIT SITE PLAN NAME: VARIANCE IMPACT FEE IMPACT FEE FEE 2. S/D NAME: HABITABLE RADON FEE 3. PROPERTY TAX ID #: REPORT PUBLIC BLD AREA coct-j c)n 26 TnwnGhi �Fc� anrd CODE IMPACT FEE 4. LEGAL DESCRIPTION (attach extra sheets if necessary): s �— (RAD ON) SCHOOL GROSS ROAD CREDIT Y N TOTAL ROAD 5 PLAT 6. PAGE 7. BLOCK 8. LOT IMPACT FEE IMPACT FEE IMPACT FEE BOOK NO. NO NO: DUE _ NSIONS - LOT DIME L S/S FT. TOTA ACRE ZE Q _ -_- - - _ _ - - PARCEL SI L CREDIT Y N _ - - - 9 SCHOOL - SCHO -{ F t IMPACT FEE --f IMPACT FEE TOTAL 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: S i ng!P f am i l Y i Q S J d P n Q e POLICE FEE FIRE FEE MISC FEE POLICF/FIRE\ �otQ MISC FEES ADDITIONAL Y N SPECIFY TOOTED. 11. SETBACKS (ACTUAL) FRONT: BACK: \\ SIDE . �5 LEFT:�„ S PERMITS REQUIRED FEES :. ..:. .:.-.. .. .a . .:.. , ... ... ... .... .. :• , ;. .. .::: ...::...: ! . . .:. .. .. .::: s r : :'s:":::'-=':--> ��.•.::,�:';:::::;;.;:r:-:=...—.:::,=='- OF CONSTRUCTION (Check al appropriate /. TYPE DTT OVATION ::::.....:.::..•:.: , :.�..::::::.. c..:.. ..._.._....,,.....,.. NEW CONSTRUCTION .... --:...::.. -.:.- .::.............: .. ., ........ :.:: , _:. .... [ ] EXPANSION/AD ION INTERIORRENOVATION REVIEWS ZONING ZONING PLANS C. VEGETATION SEA TURTLE MANGROVE k ] RESIDENTIAL [ ] COMMERCIAL ['=] INDUSTRIAL REVIEWED BY EXAMING [ ] OTBER (SPECIFY) DATE �j j r 13. DESCRIPTION OF PROPOSED USE: COMPLETE INITIALS 14. Sq. Ft./CONSTRUCTION: 1n i-:_-> 15. Sq. Ft. 1 st Floor: 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated 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 Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 M a-1—c, v c1 CERTIFICATiA: 40 OWNER INFORMATION NAME: _ + Jnn ADDRESS: g®0 n -15�_- T7.g1 i 4„i p An*? — CITY: Prri- Sh Lurie STATE: l±Iy ZIP 34952 PHONE (DAYTIME): (7=)E8ZS— s 51 -4 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): CONTRACTOR INFORMATION STATE: we ST. of FL REG./CERT #: rrrn l 5 9 9 ST. LUCIE COUNTY CERT #: c) a a g Q BUSINESS NAME: W)znne DevelopMent Corporation -QUALIFIERS-NAME:- - -me ADDRESS: 8000 S U_S_1, Suite 402 CITY: pnri- ei T iiri e STATE: FT. ZIP 'I4952 PHONE (DAYTIME): (-7-7 8 7 8-5 51 3 FAX NO. (7 7 2) 8 7 8 - 7 6- 5 6 ems: ARCHIT/ENGINEER: lg-- - - - R Rr n rl P n ADDRESS: CITY: cat- r STATE: p, T ZIP 34996 PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP �r 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. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of cal if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and tl work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pr -nay be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TA AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, acce structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another 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 BEFOM RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TIT. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHEL CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJ TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and tha ork be done in compli with all applicable laws regulating construction and z n OWNER/CONTRACTO : ATT �' , CONTRACT _ wURE - STATE OF FLORIDA COUNTY OF :�t T.ncie The foregoing instrument was acknowledged before me this 4th1 day of L, r�.-Z0]a by own to who haiproduced as identification. Signature of Notary STATE OF FLORIDA COUNTY OF qt: - Lie}e The foregoing instrument was acknowledged before me this 4th. day of Nam, 20J 3 b Matt who i ersonally own to me r -who produced as identification_ Signature of Notary Suaan MacjPe Type or PrintamVotary SMAGEE Type or COP,'A415S1ot4 k EE 037286 p "= ;y February ' 0 ' +=' r pIRES: F ry 2,, 2015 kq1•^ •�. &USAN �IA(iE� Commission)�i:,Hooded Tilt(. blicUnderwriters Co Q �r MYCG':liall lON#E „k rruary Ni 201 tidntlH ThfU Nalary FaBlld Uridtrvrriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLERK C� IE CIRCUIT COURT — SAINT LUCIE COUNr.6'`" FILE # 3809903 OR BOOK ---J PAGE 2814, Recorded 03/12/2013 al'-�:52 AM 00 V AFTER RECORDING.RETURN TO, F PERMIT NUMBER, I tl:td epnrr Ia rrai—J R., h,---I 1u: i"k. r l� NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERly (Legal description and street address) TAX FOLIO NUMBER: 3 4 1 4 — 5 01 —1 7 01 —0 0 0 9 SUBDMSION Spanish 1!BI;OC1C TRACT LOT BLDG UNIT OV-2-3m pn s:�,,, 1 Section 26, Township 36s, R a n Q e 40F. J 2. GENERAL DESCRIPTIONOFIMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name WyTnna R„i Iaj ng Cixrporataan b.Addmss 8000 S. US1, Suite 402, PSL, FL 34952 e.interest inproperty d. Name and address of fee simple titleholder (if othu than owocr) L(�] 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 1 8000 S. U51, Suite 402, PSL, FL 34992 77—878-9914 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by l\V` Section 713.13 (1)(e) T. Florida Statutes: /1 NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 J8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 20_. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT R P RAYMNTN1MN7AND I P V POSTED N THE JOB SrrE BEF T YOU INTEND TO OBTAU4 FINANCING, CON5UL.TWrrH YOUR LENDER OR AN ATTORN COMM NCINGWKOR CORDINGN Matthew Lyle Wynne, Vice—president Signature o(Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Monager State of Florida County of St. fi n r i e - The foregoing instrument was acknowledged before me this 4f-h day of March .20 13 By Matthew Lyle Wynne as \1 -1 cQ_ )"— (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) Fo,Wynne Building Corporation / (Name of party on behalf of whom instrument was eliecutcd) Personally Known Or produced the following type of fD: / SUSM MAGEE My 00MMIU1011 I EE 0372a8 Susan Maciee 9 EXPIRE9:Faftaryy232015 (Printed NameofNotary Public) (Signature of Notary Public) (5r:11 f„• BwdadllauNOUIPubric& der. Under penalties of perjury. I declare that 1 have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525. Florida Statutes). _ Signatures) of Owners Zer(s)Yuthorized Off er/Direclor/Partner/Manager who signed above: By: By R,r. 08nW2001(R,—di,,J -rI STATE qC E COUNTY St. Lucie County Building & Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub-contractorsfor'the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC RC29027087. Gas PERMIT I I ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS ~` BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): E'Q d o n El �A have agreed to be the (Company Name/Individual Name) ts le c� ri c a l sub -contractor for t/1 Vel D vL CV(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 12EOUTRED -Lu b 6 s \4 SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: '7cZ— �t&41—lD`t 4�o email: OFFICE USE ONLY: PERMIT # ISSUE DATE COUNTY E L 0 R I D A 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): CFC 1428458 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 �� • �;` (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 REQUIRED SIGNATURE 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 nFFTCF. TT..QI . nNT,V- ��s PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: g 2F3 g State of Florida Certification Number (if applicable): CAC-0 2 417 9 Comf ort Control of 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 ect 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 REQUIRED / Barry Zimmerman PRINT -NAME DATE usinessNam . Comfort Control of St. Lucie County, Inc. Address: 1 501 Bit tmnrQ Street City/State/Zip: Port St-- Luci P, FT.- 349A3 Phone: (7 7 7) 7 A 5— 9 01 n email: OFFICE USE ONLY: PERMIT # ISSUE DATE Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 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 TrpaGureRnnfing, r,r.r 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 Ta D #) 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 1ZEQUIRED Brian Maloney SIGNATI,Tge PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1 81 h SW R i f t m o r e St- City/State/Zip: Port St.' Lucie, FL. 34984 Phone: (7 7 2) 3 4 3— 8 3 0 8 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED IAANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:�� Part of 3414 501-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) .for which I have applied to St. Lucie County for a Final Development Perrn.it. In accepting this Final Development Permit, BP Number , I acknowledge that as owner Of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting nor liable to provide for, ormaintain in any form, adequate drainage off my p.ropecty which will not adversely affect the imli Matthew Lyle Wynne Property Owner Name STATEOF FLORIDA. COUNTY OF St. Lucie �3 ACKNOWLEDGED BEFOREMETT41S 4i-h DAY OF Marsh . 20-13 BY Matthew Lyle Wynne WHO Is PERSONALLY NTOM OR WNO}iAS PRODUCED AS TDENTIFTCATION. Susan Magee �� SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOT (SEAL) NOTARY PUBLIC TITLE COMMTSSION NUMBER SY PU SUSAN MAGEE *; *� My COMMISSION # EE 037286 EXPIRES: rebruaz23, 2015 o� 1ti Bond Ed Thru Notary Public Underwriters Planning & Development:5ervices Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 130 N Mediterranean Blvd City / State / Zip: Port St Lucie, FI 34952 Parcel #: 3414-501-1701-000/9 Zoning: RMH-5 APPLICATION INFORMATION Permit Number: 1303-0206 Permit Type: Building Residential (SFR) CONTRACTOR INFORMATION Contractor Name: Matthew Wynne REVIEW COMMENTS Page 1 Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Block: 1 Stories: Automatic Sprinkler System? No Fax Number: 772-878-0224 Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 Email: Sue@Spanishlakes.Com City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Comaleted Date Released Documents Missing Pending Dawn Milone 3/14/2013 Comment: NEED NOC Front Counter Review Complete Dawn Milone 3/14/2013 3/14/2013 3/14/2013 Comment: Plans Examiner Review Incomplete Ed Roseberry 3127/2013 3118/2013 Comment: Engineer revising truss connector on GRC girder, location 13, to meet uplift requirements. To be reviewed by Plans Examiner Complete Ed Roseberry 3127/2013 3/27/2013 Comment: To be reviewed by Zoning Complete 3/14/2013 3M8/2013 3/14/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/18/2013 3118/2013 3/18/2013 Comment: RECEaV APR 2 6 2013 TRANSMISSION VERIFICATION REPORT TIME 04/18/2013 07:11 NAME ST LUCIE CO IMPACT FAX 7724621578 TEL 7724621553 SER.# BROH5J326285 DATE DIME 04/16 07:10 FAX NO./NAME 98780224 DURATION 00:01:24 . PAGE(S) 06 RESULT OK MODE STANDARD ECM TRANSMISSION VERIFICATION REPORT TIME : 03/ 27/ 201-3 09: 24 NAME : ST LUCIE CO IMPACT FAX : 7724621578 TEL 7724621553 SER.# BROH5J326285 DATEoTIME 03/27 09:22 FAX NO./NAME 98780224 DURATION 000: 01: 24 RESULT) MODE OK STANDARD ECM z COdO COmpl ianc P Divlslon o .2-_.. .. _.... .. _.. Code Compliance -Division TRANSMISSION COVER FORM Fax # (772) 462-5214 DATE: I FAX #: 772-- 3 7/ - 0 zZ y- I TO: "VV OV /, �li� �/. co COMPANY/DEPARTMENT: RE: " �. NUMBER OF PAGES SENT (INCLUDING COVER): SENDER: D SOS fj��ceP PHONE: 772- 462-1571 SPECIAL INSTRUCTIONS: ( For Your Information ( ) Take Appropriate Action ( ) Original Will Follow in Mail ( ) Please Call on This ( ) Per Your Request ( ) Please Respond ( ) ASAP ( ) RUSH COMMENTS: WP/FORMS/FAX I TRANSMISSION VERIFICATION REPORT TIME 03/27/2013 09:24 NAME ST LUCIE CO IMPACT FAX 7724621578 TEL 7724621553 SER.# BROH5J326285 DATE DIME 03/27 09:22 FAX NO./NAME 98780224 DURATION 00:01:24 PAGE(S) 06 RESULT OK MODE STANDARD ECM Code Compliance DiviSion TRANSMISSION COVER FORA Fax # (7 r 2) 462-5214 [SATE: TO: OOMPANYIDEPARTNI ENT: NUMBER OF PAGES SENT (INCLUDING COVER): FAX #: Z-— '37 SENDER: J a PHONE: 772- 462-'1571 SPECIAL INSTRUCTIONS: — 0 ZZ ( For Your Information ( } original mfill Follow in Mail ( ) Take APProPdate Action ( } Per Your Request } Please Call on This Please Respond Planning 8 Development Sennciss" "` REVIEW COMMENTS ;Building & Gode;Reguiation`:Divisip": 2300 Vrgtnla Avenue; Fort fjgrc.e FL 34982 Phone:(772)462-2172 Fam(772)462=6443 Page 1 PROPERTY INFORMATION Address: 130 N Mediterranean Blvd City / State / Zip: Port St Lucie, FI 34952 Parcel #: 3414-501-1701-000/9 Jurisdiction: Zoning: RMH-5 Lot#: APPLICATION INFORMATION Permit Number: 1303-0206 Stories: Permit Type: Building Residential (SFR) Owner(s): Wynne Building Corp St Lucie County Block: 1 Automatic Sprinkler System? No CONTRACTOR INFORMATION Contractor Name Matthew Wynne Fax Number o - Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 Email: Sue@Spanishlakes.Com City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Tvpe Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Dawn Milone 3/14/2013 Comment: NEED NOC Front Counter Review Complete Dawn Milone 3/14/2013 3/14/2013 3/14/2013 Comment: �Iansaminer Review Incomplete Ed Roseberry 3/27/2013 3/18/2013 Comment: Engineer revising truss connector on GRC girder, location 13, to meet uplift requirements. To be reviewed by Plans Examiner Complete Ed Roseberry 3/27/2013 3/27/2013 Comment: To be reviewed by Zoning Complete 3/14/2013 3/18/2013 3/14/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/18/2013 3/18/2013 3/1812013 Comment: PlanningBDevelopmentS,elvI6s REVIEW COMMENTS Building & code,Regulation Pyislon- 2300 Virginia Avenue. For,Pierce FL 3d982. Phone (772jd6Z-21'72 Fax:(772)462-6443 Page 1 PROPERTY INFORMATION Address: 9 El Camino Real City / State / Zip: Port St Lucie, FI 34952 Parcel #: 3414-501-1701-000/9 Zoning: RMH-5 APPLICATION INFORMATION Permit Number: 1303-0207 Permit Type: Building Residential (SFR) Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Block: Stories: Automatic Sprinkler System? No CONTRACTOR INFORMATION Contractor Name: Matthew Wynne Fax Nun. Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 Email: Sue@Spanishlakes.Com City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Angela Huff 3/14/2013 3/14/2013 Comment: NOTICE OF COMMENCEMENT Front Counter Review Complete Angela Huff 3/14/2013 3/14/2013 '3/14/2013 Comment: eE er 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 3/18/2013 3/18/2013 3/14/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/18/2013 3/18/2013 3/18/2013 Comment: PROPERTY INFORMATION Address: 30 Silver Oak Dr City / State / Zip: Port St Lucie, FI 34952 Parcel #: 3414-501-1701-000/9 Zoning: RMH-5 APPLICATION INFORMATION Permit Number: 1303-0200 Permit Type: Building Residential (SFR) REVIEW COMMENTS e1 Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Stories: Block: Automatic Sprinkler System? No CONTRACTOR INFORMATION Contractor Name; Matthew Wynne Fax Number: 772-878-022 Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 Email: Sue@Spanishlakes.Com City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Angela Huff 3/13/2013 3/13/2013 Comment: NOTICE OF COMMENCEMENT Front Counter Review Complete Angela Huff 3/13/2013 3/13/2013 3/13/2013 Comment: Plans Examiner Review l 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 3/18/2013 3/18/2013 3/13/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/18/2013 3/18/2013 3M812013 Comment: Planning'& Development Services Building &,Code Regulation Division 2300 VUglyda Ayenue; FortPle[ce, FL. 3498'2 P..hone(772)462=2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 33 Grande Vista Way City / State / Zip: Port St Lucie, FI 34952 Parcel #: 3414-501-1701-000/9 Zoning: RMH-5 APPLICATION INFORMATION Permit Number: 1303-0203 Permit Type: Building Residential (SFR) REVIEW COMMENTS Page 1 Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Block: 1 Stories: Automatic Sprinkler System? No CONTRACTOR INFORMATION Contractor Name- Mstthew Wynne Tax ivumoer. i 72aio u«4 Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 Email: Sue@Spanishlakes.Com City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Tyae Status Reviewed By Date Started Date Comoleted Date Released Documents Missing Pending Audrey Humphrey 3/14/2013 3/14/2013 Comment: RECORDED NOTICE OF COMMENCEMENT. Front Counter Review Complete Audrey Humphrey 3/14/2013 3/14/2013 3/14/2013 .., .__ _.- ��- � Comment: Plans Examiner Review Incomplete Ed Roseberry 3/26/2013 3118/2013 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: i 1 Pianning" Developmentservices REVIEW COMMENTS Building & Gods Regulation Ofvision. 2300 Vlrginla:Apenue: Fort Pierce; FL U982` _ _ Phoney772)462-2172 Fax (772)462.6g43 Page 1 PROPERTY INFORMATION Address: 48 La Puerte Del Norte City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1301-111-0001-000/5 Zoning: PUD APPLICATION INFORMATION Permit Number: 1303-0220 Permit Type: Building Residential (SFR) Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Stories: Block: Automatic Sprinkler System? No CONTRACTOR INFORMATION Contractor Name: Matthew ZNnnP Fay. Number. 772- 878 0224 Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 Email: Sue@Spanishlakes.Com City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Type 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 3M4/2013 Comment: Plans Examiner 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 ' 3/1812013 3/18/2013 3/18/2013 Comment: � J CC -ME X 55781121 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: f Customer Name: (_1tOjNr' ALL.' 5CONCRETE' C0i',,iL3 a Project Code: Project.Name: Ticket Date: Delivery Address: 1'3 +3C) N E r) 1 T R'. R A N E Al" .1 NORTH Delivery Instructions: Customer Job Number: Order Code / Date: 731E c LE /, I f` I Project P.O. Number.. Order P.O. Number. 1. I... E'r_✓f"t�... E t! '.� 1 SIU"Y` l�t _1'?; Map Page: Map/Row/Column: 271 27 9F, 18 Dispatcher: Ticket Number: Due On Job:�(!Slum p: Truck Number: Driver Number: Driver Name: End Use: S ( e(, it"5 (t{- -I e () 0. (�'� ^'='r Rf1A 1 :iil != 'fl/ll�i LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY ,..! {.)f_) - {;jv _ s �P:i:.�9{..) .?at=)f)(i E 'E={I•-0 t'!.`SnND i.'q`/l 18 i= UEE_ 93 UR[;E—Eq R(7—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. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: RECEIVED JUN 111013 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 SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL PREV TRK-. INVOICE LOAD NUM: I This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quot r, if any, and Seller's Order Confirmation ;Iuding limitations of warranties),.as- if fully set forth on this Delivery Ticket ("AL nent"). Seller will provide the Standard T and Conditions upon rec�tbst. 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 allefgic,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 arnmo- 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. I:f 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 como referencia al cornprador (ya previamente ejecutada, en su aplicaci6n •do• cr6dito). cdalquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantas)', como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera .los terminos estdndares y condiciones detal- lados en caso de asi ser requeridos. Con este documento, el comprador acepta los mismos ya antes Inencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrcto; al rnenos que se identi- fique con una nota al frente de este documento. A(iRLUAVOS / 1:1;1VIEM'O / FRODUUTUS VE UONURE'I'O / C LNIGAS VOLAN`1ES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito. roca volcanica, arena, Brava y otros materiales silicios. Los productos de cernento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la'cual puede contener mas de 0.025%c de silicio cristallno. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones al6rgicas 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, corte y/o 0erforaci6n'pusde 'contener materidle§ , silicon, 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 conteneramoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depends -en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada Para protecci6n. Lavese ]as manor con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limiter recomendacios, use proteccign respi atoria. 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 continda. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. f. CC111Cx 55781121 QPlant Begin,Loadmgr� To Arrive ob: Sta Unload Finish Un ado ea. Job Rt: w, .l�obt- r G.. r Customer Code: Customer Name: ✓t_f;,_.... uil,r )''+! ':`.t ri�lt_ I. ;? "., C).NjC.1*f� { E' t t�i`;`: { Project Code: Project Name:. Ticket Date:: Delivery Address: 1 1! }, / t .�`•f ,' .I f �l �.. -�.lK� NL. L _t •1` L,.',/i 1"i�...,l Delivery Instructions:. Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number. 1t7i'y}:•ii.,i""`{; _y t .e'.'.?"'ll i-7.'01)1 Ii" y Map Page: Map/Row/Column; Dispatcher. qq -Qcket Number: ' )ue On Job: Slump: Truck Number: Driver Number: Driver Name, End Use; E.'A`1" >—r LOAD CUMULATIVE ORDERED QUANTITY QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT ' 'i ;.� t.F•hr_.�:.. �C'+ f i'1„ f�.:.a i `"M «.:.x.Ji:3 .?4_t�)t�? i�"j`�:-''.�j � 4xf. ':i��`.j,`�r : �"+�' Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Check i. Total COD Order Amount to Collect Without Standby Charges: Comments: WATER ADDED: GAL YARDS IN DRUM:. WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: 'Ourdrivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery;.this Company will not accept any responsibility for'the finished results. No credit for safety handling information, and to the material safety'data sheets for additional information. returned concrete. .-Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL F.'REs;l .,rRK d CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, .if any, Seller's Standard Terms and Conditions, Seller's Quot 1, if any, and Seller's Order Confinnatior -luding limitations of warr nties), as if fully set forth on this Delivery Ticket ("Ac Dent"). Seller will provide the Standard T and Conditions upon rec,vxst. Buyer agrees that, finless 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 vet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. I 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 persis, CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega include Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y Orden de confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera Jos-terminos estdndares 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 materiales fucron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. .. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto i.ncl.uyen cemento Portland y productos de agregados como piedra caliza, dol.omita, granito, roea volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en Jos Ojos, quemaduras en piel y Ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar i.rritaci6n en los Ojos, piel y/o en la zOna respiratoria. Polvo del manejo en el trituramiento, pulid.o, torte y/o perforation puede contener materiales silicos, Jos cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura caliza, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberation del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. Et 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 piel. Use guantes, protecci6n en los Ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios° polvos. Si se expone a polvos mas de Jos 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 afire fresco. Si el cemento fresco tiene contacto con sus Ojos, lavelos 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 inns information visita www.cemexusa.com. 555-18104 Pe It- /-Z-f e -(- VV-- Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: t3r0' Customer Code: Customer Name: 301 7,=�{i(_'..3 FiC"!D%!E i— ALL' S CONCRETE CONS T Project Code: Project Name: fi0.91 :,e:Je} Ticket Date: Delivery Address: ',i1ED1TERAi1,1E(—)N NORTH Delivery Instructions: _f (='ti•1 � ±.fie: :. �t7..E'.:_1 L}f j'" �.1� j. Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number: �1sr{zY�AL C•?C�L�1`;t `�l 'VERBAL Map Page: Map/Row/Column: Dispatcher: Ticket Number: l Due On Job: Slump: T1.ruck Number: Driver Number: Driver Name: End Use: _ f^-1 : n e_ .{ 5. (_ t Y S t tf yC` ,' �' tr f_ar�i't?, r _ 1°�1��s1 ti 4�iIJf��._I i"i L�31`i� o �]1_ r LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 7' ?. iwi,til,i F= TBERM1=SH 15t3 FUEL. SURCHARGE 1. (. O i 20,217 -9 EN 3j I RONMENITA;__ CHARGE 22, Am Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect. ] Check RECEIVED MAY 2 3 2013 Without Standby Charges: Charge ' it Comments: WATER ADDED: GAL 'YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: `SIGNATURE ❑ LOA WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. , 0 68UNIVERSAL 6P- REV TRK ^ 1 f:l02 7 INVOICE LOAD NUM ` This Delivery Ticket incorporates herein by reference .Buyer's previously executed -Credit Application, if any, Seller's Standard Terms and. Conditions, Seller's Quota , .if any, and Seller's Order Confirmation uding limitations of warranties), as if fully set forth on this Delivery Ticket ("Ag�,,_.ent"). Seller will provide the Standard Te....., 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-th-e 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 como referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino 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 terminos estandares y condiciones detal- lados en caso de as% ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantt`Ic ides y materiales fueron entmgados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. .AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen 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, granifo, roca volcanica, arena, n ava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, come y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son itihalados`.`'En.aast":deser ingeridos, mantenerse en temperatura edlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o • quemaduras en la nariz, garganta y pulmones. Acudir inmedatamente 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 guan.tes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las mans con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, i.nmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion. continua. CEMEX, Memorial Heimann Tower 929 Gessner, Suite 1900 V7 combinado Houston., Texas 77024 07/12 - Para mas information visita www.cemexusa.com. CGMC--X 55518107 Plant: Begin Loading: TbrJob: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 1)92_`! 10 2 Customer Code: Customer Name: 0-eCj _RIOD E J F1AI—'t'S LpCRE { E 0N.'3T Project Code: Project Name: { 3'3 i OP 7-6 (I l .. RODINIE V HOL!__ t PILL, WORF Ticket Date: Delivery Address: {) J, 23il' 1.2, 120 IMEDI i ERANtM.AN NORTH Delivery Instructions: Customer Job Number: Order CoLd�e / Date: qq 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: _ LOAD CUMULATIVE ORDERED MATERIAL CODE / rRODDI CTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY {_)� {�itt <rt l_l{_) '30. (d"'' i a k, t?6, ,�,5.��,i[[}�(0 ¢AEG 1 { ''iJ`` 7 n v{'t. 1..1-'v 3{_1 0 7` e.J :� J1IC2 tl: ( +Tib-�l :1�IT{%.GI`�li d+..).,) {N11 2:AV 23 RCHARGE - MENTAL CHARGE Cash Check # /Auth Code: Signature of Drive Receivi `g Cash: YCash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. 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. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O r .. 68UNIVERSAL f"' RE V TRk. N 1 f=it32'ar• 34 rT LOAD NUM-. 3 INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed_ Credit Application, .if any, Seller's Standard Terms and Conditions; Seller's Quot i, if any, and Seller's Order Confinnation luding limitations of warranties), as if fully set -forth on this Delivery Ticket ("Ag ient"). Seller will provide the Standard Te and Conditions upon reques'n. 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 Aggre ,ate,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 Hennann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 -02/12 For more information please visit www.ceinexusa.com. Este ticket de entrega incluye como referencia al comprador,.(ya previamente ejecutada en su aplicac.ion de credito); cualquier termino estandar, condiciones del vendedor. propuestas del vendedor y orden de confinnacion del vendedor (con limitaciones y garantfas).- como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los term.inos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el co.mprador 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 contacto; 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, coca volcanica, arena, Brava y otros materiales silicios: Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de conereto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cystalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos. quemaduras en piel y ojos, y reacci.ones 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 perforacion puede contener materiales silicon, 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. Seguridad• La humedad puede causar la liberacion del amoniaco. La inhalacion del amoniaco puede causar toner, irritacion o quemaduras en.la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duracion y el nivel de la exposicion. 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 mans con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mils de los limiter recomendados, use proteccion respiratoria. 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 cemento fresco tiene contacto con sus ojos. lavelos a fondo con agua. Acuda a atencion medica inmediatamente si. la irritacion continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1.900 V7 cornbinado Houston, Texas 77024 02/12 Para mas informacion visita www.cemexusa.com. Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: C -,1132 rf 1 oC_ :::, Customer Code: Customer Name: i xGE,t 5 € OI]W Y H iL.L" ,S., CONCRETE CONS" Project Code: Project Name: Ct 1 t �.�IOL1._ ( ALL ltiOtrraD. Ticket Date: Delivery Address: f.�:aL3 '.I3C-) MIED1'TERATlEAN NOFZTH Delivery Instructions: >I' Ti. I-1 LAI;E" OFF US i Customer Job Number: Order Code / Date: C Er..,L.I. 05.f �:3, Project P.O. Number. Order P.O. Number. VERZAi. RODI'lE.Y V E R 131A L P1.3 D N!::.`'l Map Page: Map/Row/Column: Dispatcher: w.MWL 11 i,c`:•.:ic f„�it Ticket Number: Due On Job: Stump: I Truck Number: Driver Number: I Driver Name: End Use: 07 . t;/{t - 4. is t"J 1 { 01--.157`- 4 1 o".92. 9 1 ANGEL DELATORf",E OL.I NGi . C1._AB LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 7 r. 17 .JIB 7 "') .t. 3rzt;:.,60() E :L BfwFMI_. SH 15 k-3 LB 1u t;i:i _,_:2-" ✓ail€ FUEL �UELSURfHAAGE .:0-1,7',9 EtWRrLNM-SAL CHARGE Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Check Comments: Total COD Order Amount to Collect Without Standby Charges: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. !Z 41 , I,. le'* I � SIGNATURE CU LLIINE CROSSED AT OWNER'S/AGENT'S REQUEST: r !� f ElL ASIGNATURE D WAS TESTED B (7 c� fcl j71; Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material, terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL €-'REV TRK e INVOICE LOAD NUM: 1 This Delivery Ticket ,incorporates herein by reference Buyer's previously executed Credit. Application, if any, Seller's Standard Terms and Conditions, Seller's Qu.ot - i, if any, and Seller's Order Confirmatiol-luding limitations of warranties), as if fully set forth on this Delivery Ticket ("At vent"). Seller will provide the Standard T ; 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 th-a Agreement. AGGREGATE / CEMENT XONCRE x E PRODUCTS I 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 bungs 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 corno referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier ,termino estandar., condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas). co0o acuerdo total del -ticket. de_entrega (" Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de as.f ser requeridos: Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y -materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con, una-nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES )Los-productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azuiejo de azotea y estuco. Los productos de concreto incluyen 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 coal puede contener mas de 0.025016 de silicio crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Conereto seco y polvo de agregados, pueden causar irritacion en Jos ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, 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, mantene.rse en ten calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalacion del amoniaco puede causar toser, irritacion o qu6maduras en la nariz, garganta y pul.mones. Acudir .inmediatamente at 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, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas-de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en Jos ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. IF LA_ CCMCX 55770040 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: C71:1, Customer Code: Customer Name: t"_'2_"6C'?r_; f'iOMNI-Y Fii-1LL' S f�S" NCR EI C= "�t S'f:i i Project Code: Project Name: Ticket Date: Delivery Address: r..8/C'C �..� i.�t't C}LD::iC f �=tf•.}Cf';€':}, T"=C�.. Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number. t•,IP_t�:ti-;_ 4�f.1t3:'C�� 'i��.•.�tf. �it�'_ '�i Map Page: Map/Row/Column: Dispatcher: Ticket Number: 3i= ,59P,G. t-% Due On Job: Slump: Number: Driver Number: Driver Name: End Use: <;� r', I,Truck t;s �0,0253_;2 �,tj1320t:. Li1'JC SICs`�IC l�,i_I�C<dC?o w3Lt=art LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY {-10 131.. 00 s, Y4 i3': r 7 23 cj R!= C FUEL SIJ(alai—fARGE Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: ] Check Charge _ Comments: `R9r WATER ADDED: 7 GAL YARDS IN DRUM: j1 WHEN ADDED. SIGNATURE f CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: RECEIVED AUG 27 2013 SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: NNnywater 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 longelguaranteed� WARNING: f`rpduct 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 maybe hazardous to yo5r� .afety 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, nn to the mate,rial.saf ty data sheets.for•additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writi g' AUTHORIZED SIGNATURE: ��_ within one business day after the receipt of materials. �✓/,/%/// 68UNIVERSAL €- REV C RK j__0 D N!U14 INVOICE ' ' This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any. Seller's Standard Terms and Conditions, Seller's QU'"on, if any, and Seller's Order Confirmati including limitations of warranties), as if fully set forth on this Delivery Ticket ("f Lmient"). Seller will provide the Standard ms and Conditions upon request. Buyer agrees that, unless otherwise noted on the wont 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, anti/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 wane, 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 bums 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 N1OSH-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 aplicaci6n de credito); cualyuier tennino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmacion del vendedor (con limitaciones y garantias). como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asi ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concrcto incluyen 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 coal puede contener mas de 0.025% de silicio cristalino. Peligros; Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras. en piel.y Ojos; y reacciones alergicas en la peel. Conereto 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 perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados.-En caso de-ser ingeridos; mantenerse- en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, 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 prolongad.o con la piel. Use guantes, p.rotecci6n en los Ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n: rpspiratoria. _. Primeros auxilios: En caso de contacto en 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 ]a irritacion continua. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com.. _. 18-MAY-2013 01:33 FROM:SOUTH COP,'T. 7723446042 q TC?la5?6443 P.1/1 ft-A PIrC% FL 3491 s�pw mm CONsm1,11 !ijl"I m wn -n P. *a p� ACM* :�il'a�D • REST CON MOO UCENSE # Wit" VV*, On -now,9104 Nwbf► Imo► +d.:r iw pr+�+ward at�boQraraa it bo ll olit ki we tlu, t p�anit orts� � P�rcarttaQa o��oPuflo�w �i r Tbwigam �,�� AMR* �. ' •. � AnThWaNt AwThat 1til�iNr VW* hoftm hip „. ELM f�►�Ika4�r��1't,�7r�aerf�el�j�:4i�at�l� ��P41 itiidl� d�;a�►1�b�r�tClr��i.Ilae�►Ar�gly� "sINJ rp�r. tll��rire►i�r�aorr ►+�d�Kc+�au+mr�t�h�, and�x,to�b�ra/,�riti� , � bdt agot, D"d'1rr�alO�rrptiw/fin €id/�r4r»rAlrpow - 3 Lutes Cxmlti nqui" far ! f�i[ 'I'+rri� f r C% a frr t�,. �s:.� — _ _ or, r❑ domotm AmbdWO !br .ww ftvunm awqv^"~4b ca Ehir�gb rr�larr ++�l�I�nul�►� POW ra�eIII v�#p IMaM►d pwm�J� 7Ar ThMO�� atDowtrAftlq►w 16 sdcmr to in phcw an RECEIVED May 2. p 2013 r I A01, T g JflV 03AI3338 P w~aqGQ 'Apew Me ' fay a� ailP�ad�door��o�,, • if a: �1d 1oQ �olT �'!±�1R� 1tr�pW i +ginbw P'' AwAiim�a �� O p;�4'IuIPIa'�dlv1� i'! pplt+!'/ rmi %a 4 p��614Y Md'afp Yvanumftf IV cy Its "I"Wrom~a1zomw gyp,! .. • :, �'1 SOUN04L��. li In OMMOis j �an A M Lwft I �cQ10 s' SAW► smpuacs32 q MWAMIMMAMm 4gr�r P +d arui�tarrcqp"qA Wo Aq*"' m up %M 4.7 IF lMd r, ; PP . - t1 a tit"] ,au.1 t,1„� a IR. - ri'�7i'�r�1��i i Z / Z ' d 2b09bb22ZZ bo9 H1noS W02i9 TZ:SO ZT02-Jnd-02 7-OCT-2013 02:24 FROM:SOUTH 777 AL /363 - c(c)N ulop enol,1 wnd !.•ai PENMi1' �1• � � �C!+DD :� PEST MML C`�!l1�T�iA+DM, �►. � � hr�► ► lt�rt,w�rP; i,i� Itto TOW caw af". d .�,�,�� 7fs■p�ent j �-F That "C i.:j . 1G1� 7I A1E��IiI I Ct7Tl�iii d�/�1'�i fip Q-J« WafdMof �0�.�. �b'�b'it� c�I1bQMa� 71+�Ooa�athr� ar T1w�tr,�rK4na�I�r�r+�' • • a�q�,, . 4'Jdeupra,le o�l0itsaotec�rapq(,tor.�,oq►gl't'.'ia rlrnr bpi# a►l�xawat�o�b +r4r�q�c„ia�.afir am4�ae�btryd1wR�aidArrl�l��irnare�;r��rdrntrOr _ so �pe !be Ca a . &�d ° ;�626443 doobo � ft �mwAWMftAwwAWbv h►f Y1�/birildam 0m) Aft I oft lrpoliffill bow r�rrt�a Fir i A* 7Ar 77MPWM JP t &wba&4 jobaft am *Aw4F1rlmwa/ ► shy■ r ECEIVED OCT 07 2013 DONKEbBERGER engineering & testing, inc. Density Test Report Project Name: Spanish Lakes Phase I Address: 1.N) lvieun.erratieatt iwiur Project Number: PSL-09-3011 (BG 10.1) Permit No: 1303-0206 Date Tested: 5/15/2013 Client Name: Wynne Building Corporation Technician Initials: JL 8000 South US 1 #402 Report Date: 5/15/2013 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. 1 Probe Depth (in) 12 Laoratory-Proctor b Field _ Tests Maximum Dry Density (Pcfl 107 Optimum Moisture (%) 12 Dry Density (pcfl 105.8 Cone Resistance (tsf) --- Moisture M 6.3 Minimum Required Compaction M 95 Percent Maximum Density (%) 98.9 Test Results Pass 2 12 107 12 107.6 --- 8.1 95 101 Pass 3 12 107 12 102.9 --- 7.6 95 96.2 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuelear Gauge Info: Gauge No. 36817 ASTM D 1556 r,/-. ASTM D 6938 1 ASTM D 2 AASHTO T=180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Daily Standard Count: Density: 2089 Moisture: 712 Test, ... So Type yp Elevation Test:Location 13Y Mediterranean North, Sttuctural Fill 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) e/z Elevation/Depth Referenced to: �1 SAX.." oil Tp_ Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL Other: inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department ... (1) David T. )rtafnaer �iaoyan Zhengg P.E., PhD Senior Proj FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This report is submitted as fire 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 (10.1) Progress Report PR 42 07/15/2013 10:49 7728767aq WYNNE BUILDING CORP PAGE 03/04 St. Luxe County Buil.da�ag &: Zoning. Iaepaxtlaite�xt 2300 Virgiwa. Avenue Fort'Pierce, FL 34082 772-462-2165 Fax 772-462-6443 Request for .30-Day Temporary Power R.eii�ase D;;� 0co pate. An`�;' L� Property Address: _ Permit Number: THE UNDERSIGNED HEREP'Y REQUEST RELEASE OF ELECTRICAL ,POWER TO THE ABOVE DESCRIBMIPROPERTY;FOR A PERIOD NOT TO EXCEL' D THIRTY (30)-OA,YS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQT-1)?MENT IN PREPARATION FOR FINAL INSPECTION. IN CONSU)9RA.TION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 15 temporaryo; a stated purr -pose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including ]Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day l'dwer for T'estixig" have been fulfilled and thie premise is ready for compliance inspection. 4. All requests for an extepsion beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power maybe removed fr6m the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 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 )&MPLOYEES FROM ALL LIABILITIES AND CLAIMS OI'' 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 DISCONNEC`X`ION OF ELECTRICAL POWER HlE EVENT OF 'VI9ATION OF THIS AGREEMENT. OWNER SIGNA OA l E GENE CONTRACTOR RE DATE UIRCTRrC'Ar. CONTRACTOR SIGNAAx'ORE DAT RECEIVED JUL IS Z013 01/09/2013 00:25 7728787656 WYNNE BUILDI".-'rTORP PAGE 03/04 Professional Insulators of South Florida FTC JUSulation Installatiton Certificate To: St. Lucie Count Date: September 4 2013 Re: LotfRlock: Address: 130 Med North Project., The rsigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches; Fiberglass Blankets Manufacturer: N Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior rame was have heeA insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool .Blankets Density: Aluminum. Foil R-Value: Polyurethane Other Ceilings (rearporch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.375" lFiberglass Blankets Manufacturer: Knauf Rock Wool Blankets Density. X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill 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 pill Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer; Polyurethane Density; R-Value: Spray -on Cellulose l�-'value: a. tiarage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 3.5" xFiberglass Blankets Manufacturer: Knauf Spray -on Cellulose Density: Polyuretbane R-Value: 1Z-ft Other .+`'� `'•, S. The following have been insulated: C)3C : �p YNNE 13UILDING CORP Professional In ulatox d ` S General Contract/Builder Iusulaiiotr act y ��jj,, f�` fort �••�+��t� 2009 INTERN T- 10 Ian Review# 36 U DC? Date ' -7. ! 3 lk. QDI ✓` -�- t r � � � r �rfi u '�r:4a��'•�-''� �r r tom' �' �3� ''• � t5{...s >- ti rid r CORRECTION LIST Code No. DESCRIPTION O Section ISBN 978-1-58001-951-4 06/10 e CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a Feld check or Inspection of the Installation must be coordinated with the Inspection phase (R109) of the protect. BUILDING PLANNINTChapfer 3) DESIGN CRITERIA [Table R301.2(1)] I Two-family dwelling separation (R302.3) Floor live load (Table R301.5) V psf Roof live load (Table R301.6) V psf Ground snow load 410 psf Basic wind speed vpr mph Wind exposure category (R301.2.1.4) High wind design criteria applicable / (R301.2.1.1) ►/ Seismic design category (SDC) A / [Figure R301.2(2)] �V SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area e� Decay area Iy Jai Winter design temperature Ice barrier underlayment required Flood hazards Wift FIRE-RESISTANT CONSTRUCTION (R302) Exterior walls (R302.1, Table R302.1) 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) _1/`� / Dwelling unit penetrations (R302.4) t/ Dwelling/garage opening/penetration protec- tion (R302.5) I/ Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) f//Wall and, ceiling finishes (R302.9) Y Flame spread index (R302.9.1) _Smoke -developed index (R302.9.2) // Testing (R302.9.3, R302.9.4) Insulati7,Flame 2.10) spread/smoke-developed / (R302.10.1, R302.10.2) ✓—Cellulose loose -fill and exposed attic insulation (R302.10.3, / R302.10.4) / Testing (R302.10.5) ✓ Fireblocking (R302.11) >raftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'-0" 7'-0" 5'=0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING (R308) s/r� Identification (R308.1) I"t Louvered windows or jalousies (R308.2) t� Human impact loads/hazardous locations 'V14 (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) !f Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible floors; sloped floor (R309.2) I/ Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) 1//Where required (R310.1) ✓ 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) MEANS QF EGRESS (R311) . General (R311.1) V Landings at exterior doors (R311.3 - ,/ R311.3.3) (V Vertical egress (R311.4) onstruction and attachment (R311.5) Hallways (R311.6) Stairway width, headroom, walkline (R311.7.1 I - 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) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) IOne- and two-family dwellings '(R313.2) SMOKE ALARMS (R314) Referenced standards (R314.1, R314.2) i/Location and interconnection (R314.3) y"" Power source (R314.4) CARBON MONOXIDE.ALARMS (R315) V- New construction (R315.1) �. Existing construction (R315.2) Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) Whq_ Labeling (R316.2) Surface burning, thermal barrier, specific DECAY AND TERMITE PROTECTION (R31177 and R318) i/ Protection required (Table R301.2(1), R317.1, R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESS LITY (R320) Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FL-�u��--RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322. Z R322.3) Design professional (R322.3.6) ST9JRM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MA�T/ERIALS (R402) _ Concrete foundation walls (R404.1.2) (U Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTINGS (R403) Soil bearing value (R401.4, R403.1) V Fnotina width (see aaae 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 =1/2" 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 (R403.3) 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), R404.1.5.1] 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), R404.1.5.21 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) COLUMNS (R407) Protection from decay or corrosion (R407.1 / and R407.2) Y Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) (R407.3) TABLE R403.1 MINIM inn WIDTH OF CONCRETE_ PRECAST OR MASONRY FOOTINGS (inches)' 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 light 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 full routed masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- UNDER -FLOOR SPACE (R408) -- M Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) WOOD JOISTS AND GIRDERS (R502) Species and grade (R502.1) FOUNDATIONS (cont'd.) Removal of debris (R408.5) Finished grade (R408.6) _ Flood resistance (R408.7) FLOORS (Chapter 5) Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [fable 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)] Girder spans and header spans for interior 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, R502.6,1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) I� End joints (R503.1.1) WOO STRUCTURAL 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 [fable 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 1/4' gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) L 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) y Thickness: 31/2" minimum; Concrete strength (R506.1) —� Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) _Base course: 4" graded with 2" maximum aggregate (R506.2.2) Vapor retarder (R506.2.3) Reinforcement support (R506.2.4) I n. WALL CONSTRUCTION (Chapter 6) GENER�k (R601) Design (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) 6'1 Construction (Figures R602.3(1) and R602.3(2)] i Stud grade (R602.2) 14,Fixterior walls (R602.3) 7 Stud spacing [R602.3.1, Table R602.3(5)] V' A Interior load -bearing walls (R602.4) 1/ Interior nonbearing walls: 2" x 3" at 24" O.C. or 2" x 4" flat at 16' o.c. (R602.5) _Drilling and notching — studs (R602.6) drilling and notching —top plate (R602.6.1) (" Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] ireblocking (R602.8, R302.11) _�Ai/ Cripple walls (R602.9) IV Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, l R602.10.1, R602.10.3, R602.10.6 - I 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, R602.111 Wall bracing for stone and masonry veneer (R602.12) STE /WALL FRAMING (R603) `1 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) %'Particleboard Wood structural panels (R604) (R605) MASONRY ONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) nit masonry (R607) V Multiple wythe masonry (HbUd) 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) EXTERIOR WINDOWS & DOORS (R612) V General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONPSTRUCTION (R613) AApplicability (R613.2) Materials (R613.3) Wall panels, construction details JR613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) 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) 1/ Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) N Wood siding (R703.3) !/ Attachment and minimum thickness (Table R703.4) 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 feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GEN7"t R801) esign(R801.2 and R801.3) Component and cladding wind loads.[Tab/e R301.2(2)] ROOF F%�MING (R802) ire -retardant -treated wood (R802.1.3) f/ 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) V Cutting 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) CEI ING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing IF//7 Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) Thickness, allowable stresses/grading )le spans [Table R503.2.1.1(1)J Installation (R803.2.3) M Changes in dimension dditiona' load (R1003.8) Ter . ation (R1003.9) Spark arres R1003.9.1) Wall thickness; >_ 4" 03.10) Flue lining - material/installatio and R1003.12) Multiple flues (R1003.13) I area (appliance) (R1 .14) area (maso ireplace) (R (R1 .16) nout opening (R1003.17) CHIMNEYS AND FIREPLACES (cont`d.) Aff e (R1003 6) Chimney cl 003.11 1003.15) arance (R1003.1 Fireblocking (R1003 Chimney cr' ets (R1003.20) FACTORY T FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) allation (R1005.3 and R1005.4) EXTERIOR AIR SUPP 1006) Intake size (R1006.2, 6.4) ENERGY EFFICIENCY* (Chapter 11) V Compliance; material and equipment V Climate zone (Table N1101.2) `See energy cgnservation plan review record g envelope (N1102) Mechanical systems (N1103) MECHANICAL (C ters 12-23) I� Appliance labeling (M1302, 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) Gnimney ana vent location ana termmatiuns (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 AS (Chapter 24) Application (G2401.1) Clearances (G2409) P Genera 4 Electrical and electrical bondi G2411 Appliance location (G2406) Pi a sizing (G2413) Air requirements (G2407 Piping materials � Installa ' 08) 10, -10- FUEL �/ /A (cont'd) Piping installation (G2415 and G2419) Ve - G2429) Piping supp d G Misc appliances (G2423, G2425, G2430 - Valves , connections (G2420, G2421 and G2422) PLUMBING (Chapters ) Water service location and depth (P2603, Sprinkler coverage (P2904.2.4) P2604) Sanitary and `storm sewer location and depth Piping materials (P2904.3) (P2603, P2604) Flow rates (P2904.4.1, Piping support (Table P2605.1) P2904.4.2) Listed plastic materials (P2608) Water supply capacity (P2904.5.2) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Pipe sizing (P2904.6) Water supply and distribution system design Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) Sumps and ejectors (P3007) NFPA 13D system (P2904.1) Backwater valves Fixture traps (P3201) Temperature rating (P2904.2.1, P2904.2.2) Storm drainage (Chapter 33) Freezing protection Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Cha rs 34-43) Penetrations of fire -resistance rated assem- blies (E3402.2) Listed and labeled materials (E3403) Service equipment and location (E3405, 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) Wiring methods (Chapter 38) Required lighting and receptacle outlets (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) 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 HOUSDfG USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) VIProvisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provision R102.5) C ' ce with Appendix G verified O COVERS ( ix H) visions adopted (R102.5) Compliance with Appen ix -fd erifi�ied PRIVATE SEWAGE DISPOSAL (Appendix 1) 1� 2,5 Compliance with Appendix I verified Provisions adopted (R102.5) EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) Complia with Appendix J verified D TRANSMIS ON (Appendix K) Provisions adopted (R102.5) liance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- C,4 ri A I-- � .7-7 -/3 -FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTON 70 III Street: \2j4z, ';N'� �Z) �� Builder Name: WYNNE Permit Office: City, State, Zip: PORT ST. LUCIE , FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1788.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1720.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft2 6. Conditioned floor area above grade (ft2) 1720 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(118.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.5 SEER:15.00 c. U-Factor: N/A ft2 Heating systems u r Eff iciency d. U-Factor: N/A ft2 a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1720.1 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft2 b. Conservation features EF: 0.900 b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 30.18 Glass/Floor Area: 0.069 PASS Total Standard Reference Loads: 39.33 I hereby certify that the plans and specifications covered by Review of the plans and �T.gpB this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. nu, ti, '_°"�';•,ti O PREPARFq �Y� Before construction is completed Q DATE: �j�e k?j this building, will be inspected for compliant with Section 553.908 I hereby certify that this building, as designed, is in co i e Florida atutes. with the Florida Energy ode. Cab wg1'�� OWNER/T:-° ".. OE BUILDING OFFICIAL: DATE: 31�� "� ' DATE: _•-r - 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 7/30/2012 4:20 PM 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: WYNNE CARLTON 70 III User 1 WYNNE Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1720 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE / v Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1720 13760 SPACES 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 ft 0 1720.06 ft --_- 0 0 1 ROOF. / # Type Materials Roof Gable Roof Solar Area Area Color Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 ft2 286 ft' Medium 0.5 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft2 0.1 Wood 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS V * Ornt To Wall TypeAdjacent Space Cavity Width Height Sheathing Framing Solar AhSor Below 0 1 N 2 N 3 E 4 S 5 W _ 6 S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main 5 69 6 8 5 2 6 8 5 19 6 8 5 56 1 8 5 38 3 8 5 31 0 8 6 590.75 ft2 0 20 ft2 0 156 ft2 0 448.6666 6 325.125 ft 0 248 ft2 0 0 0.8 0 0 0.8 0 0 0.8 0 0 0.8 0 0 0.8 0 0 0.8 0 0 0 0 0 0 DOORS # Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 E Wood Main - Wood Main None None 0.6 3 0.39 3 0 7 0 0 7 0 16.25 21 ft2 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 N 1 Metal Single (Tinted) Yes E 3 Metal Single (Tinted) Yes S 4 Metal Single (Tinted) Yes 1.3 0.5 1.3 0.5 1.3 0.5 24 ft2 0 ft 6 in 20 ft2 1 ft 0 in 12 ft2 1 ft 0 in 0 ft 0 in None 0 ft 6 in None 0 ft 6 in None None None None 4 5 W 5 Metal Single (Tinted) Yes W 5 Metal Single (Tinted) Yes 1.3 0.5 1.3 0.5 30 ft2 1 ft 0 in 32.5 ft2 0 ft 0 in 0 ft 6 in None 0 ft 0 in None None 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 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtu/hr cfm 0.8 1 sys#1 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 ` HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None 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 6 176 ft2 Attic 130 ft2 Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan HeatinJan Feb Mar Feb XMar A r Apr f Ma X Jun Jul May 4 j Jun Jul Au�Xj rl Au Se SeP E Oct Oct Nov Nov Dec Dec Ventin Jan Feb [[�X Mar [X] A r [ Ma [ Jun Jul Aug Se [x Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 Cooling (WEH) PM 80 AM 78 80 78 80 78 so —78 78 78 78 78 78 78 78 78 18 80 Ib 80 la 80 75 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: PORT ST. LUCIE, FL, 34983 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 V ` Y � 1 � ` ENERGY PERFORMANCE LEVEL (EPL) = DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. PORT ST. LUCIE, FL, 34983 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=5.0 1788.50 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft' 6. Conditioned floor area (ft') 1720 b. N/A R= ft' 7. Windows" Description Area c. A R= ft a. U-Factor: Sgl, U=1.30 118.50 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft' 6 176 SHGC: SHGC=0.50 b. U-Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 41.5 SEER:15.00 SHGC: SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. N/A R= ft' c. N/A R= ft' I certify that this home has complied with the Florida Energy E Construction through the above energy saving features which in this home before final inspection. Oth , a new EPL D based on installed Code compliant fe S. B`uilde��Signotw rea` Address of New Home: 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits i Code for Building installed (or exceeded) Card will be completed Date: �j�V��`3 City/FL Zip:��, , kBtu/hr Efficiency 41.5 HSPF:8.70 Cap: 40 gallons EF: 0.9 None yob SrB *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: y " wrightsoft- Date: JULY 25, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785.9144 Web: comfortcontrolofslc.com For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17435 Btuh Ducts 4298 Btuh Central vent (37 cfm) 1143 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg Area (ft2 1720 1720 Volume (ft3) 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output. Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 470F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db Design TD 75 15 OF OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18569 Btuh Ducts 5276 Btuh Central vent (37 cfm) 612 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23235 Btuh Latent Cooling Equipment Load Sizing Structure 2469 Btuh Ducts 1535 Btuh Central vent (37 cfm) 1552 Btuh Equipment latent load 5556 Btuh Equipment total load 28790 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsoft9 2012-Aug-02 2 Page 11 9 Right -Suite® Universal 2012 12.0.04 RSU05864 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W Load Short Form Job: wrightsoft� Date: JULY 25, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project Inff • For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, 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 T, COMFORT 15 PURON HP Make Carrier Trade. COMFORT 15 PURON HP ade Model 25HCB536A30 Cond 25HCB536A30 AHRI ref no3032420 Coil FX4D N (B, F) 037 AHRI ref no3032420 Efficiency 8.5 HSPF Efficiency 12.7 EER, 15 SEER Heating input Sensible cooling 24780 Btuh Heating output 36000 Btuh @ 47°F Latent cooling 10620 Btuh Temperature rise 28 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area W) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 . i+ riven CnP L000 c7A4 nnn nOA LI V I INU RIVI .71-0 JJOO J! `t 1 LAJ Z-L t Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 wrightSOW Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /9t.Ci\ EAWrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = M.18 Front Door faces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 TlITA I C A 7nrN nn 07/_I no nn A A 0n A A 0A IJ Ir%I.J 1/4U LLO/U GO/AU IIOU IIOU Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 .. wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W -r wrightsoft' Right-J® Worksheet Job: Entire House Date: JULY 25, 2012 COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name Entire House FOYER 2 Exposed wall 179.0 ft 6.0 ft 3 Room height 8.6 ft d 8.0 ft heat/cool 4 Room dimensions 6.0 x 17.0 ft 5 Room area 1720.0 ft' 102.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftZ °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 V11 12C-Osw 0.091 n 2.55 2.18 591 579 1474 1264 0 0 0 0 G 1 D-c2om 0.870 n 24.36 27.10 12 0 292 325 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 12C-OSW 0.091 a 2.55 2.18 156 115 293 .251 48 , 27 69 59 11 1A-rlob 1.080 a 30.24 48.10 20 1. 605 962 0 0, 0. 0 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353' 365 W, 12C-Osw 0.091 s 2.55 2.18 449 443 1128 967 0 0 0 0 I� 1A-rlom 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 325 262 668 573 0. 0 0 0 1 D.c2ow 0.570 w 15.96 59.58 30 2 479 1788 0. 0 0 0 4A5-2omd 0.770 w 21.56 47.10 33 0 701 1531 0: 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 248 232 629 198 124 124 337 106 L-D 11DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A-30m1 0.032 0.90 2.32 1720. 1720 1541 3990 102 102 91 237 F 22A-tpm 1.180 33.04 0.00 1720 179 5914 0 102 6 198 0 6 c) AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration 2896 816 90 25 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) 1 17435 18569 111381 769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17435 18569 1138 769 15 Duct loads 25% 28% 4298 5276 16% 18% 183 135 Total room load 21733 23845 1321 904 Air required (cfm) 118011180 72 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fkwri Fftsoft' 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 �� E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W wrightsoft* Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LAUNDRY KITCHEN 2 Exposed wall 7.5 ft 0 ft 3 Room height 8.0 ft heat/coal 8.0 ft heat/cool 4 Room dimensions 7.0 x 7.5 ft 1.0 x 144.0 ft 5 Room area 52.5 ftz 144.0 W Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.56 2.18 0 0 0. 0 0 0 01 0 11 W 1D-c2om 13A-5ocs 12C-Osw 1A-r1ob 11JO 12C-Osw 1A-r1om 12C-Osw 1 D-c2pw 4A5-2omd 12B-Obw 0.870 0.125 0.091. 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 n n a a a s s w w w - 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 271b 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59:58 47.10 0.85 0 0 0 0, 0 60 0 0 , 0 0 56 0 0 0 0 0 60 0 0 0 0 40 0' 0 0 0; 0: 153 0 0 0 0 108 0 0 0 0 0 131 0 0 0 0 34 0 0 0 0 0: 0 0 � 0 0; 0- 68 0 0 0 0 0 0 0 0 0 0 68 Or 0 ', 0 0 0:' 0 0 0 0 0 185 0 0 0 0 0 0 0 0 0 0 58 W PII -- �---D 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A-30ml 0:032' - 0.90 2.32 53: 53 47 122. 144, 144" 129 334 F 22A-tpm 1.180 33.04 0.00 53 8 248 0 144 0 0 0 6 c) AED excursion -51 -84 Envelope loss/gain 733 419 314 308 12 a) Infiltration 113 32 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 2400 Subtotal (lines 6 to 13) 846 1651 314 2708 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 15 Subtotal Duct loads 16% 18% 846 136 1651 291 16% 18% 314 50 2708 477 Total room load Air required (cfm) 982 53 1942 96 364 20 3185 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wriSjhtsoft' 2012-Aug-02 20:ge 2 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 2 'CC` E:\Wrightsoft HVAC\Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W �- wrightsoft' Right-J® Worksheet Job: Entire House Date: JULY 25, 2012 COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN 4 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.0 x 8.0 ft 7.0 x 9.0 ft 5 Room area 56.0 ft' 63.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ftk- °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 0 0 0 0 0 01 0 0 1 D-c2om 0.870 n 24.36 27.10 0 0" 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.55 2.18 0 0 0 0' 0 0 0' 0 11 1A-r16b 1.080 a 30.24 48.10 0 0 0 0 0. 0 0. 0 D' 11J0 0.600 a 16.80' 17.40 0 0 0 0 0 0 0 0. ITI 12C-Osw 0.091 s 2.55 2.18 64 58 148 127 0 0 0 0 T--G 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 12C-Osw 0:091 w 2.55 2.18 '. 0 0 0 0 0 0 0 0 D-c2ow 0:570 w 15.96 59.58 0 0 0 0 0 0 0 0 Ij1 4A52omd 0.770 w 21.56 47.10 0 0 0' 0 0 0 0 0 PI 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 ' D 11 DO 0,390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 0.90 Z32 56 56 50. 130 63` 63 56 146. F 22A-tpm 1.180 33.04 0.00 56 8 264 0 53 0 0 0 6 c) AED excursion -13 -4 Envelope loss/gain 676 401 56 142 12 a) Infiltration 120 34 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 796 435 56 142 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 796 435 56 142 15 Duct loads 16% 15% 128 65 32% 42% 18 60 Total room load 924 500 74 202 Air required (cfm) 50 25 14 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft Right -Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 2 Page 9 '��p` E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJB Front Door faces: W . � wrightsoft' Right-J® Worksheet Job: Entire House Date: JULY 25, 2012 COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com 1 Room name MS BDRM HALL 2 Exposed wall 49.0 ft 0 ft 3 Room height 8.5 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 304.5 ft 4.5 x 5.0 ft 5 Room area 304.5 ftz 22.5 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 8'1 81, 206 176 01 0 0 0 1 D-c2om 0.870 n 24.36 27.10 0 01 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55, 2:18 0 0 0. 0 0 0 0 0 11 ��--DODO ,A-rlob 1.080 a 30.24 48.10 0 0, 0 0 0. 0 0. 0 11,10 0.600 a 16.80 17.40 0 0 0 0 0, 0 0 0 12C-Osw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 ,A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 119 89 227 194 . 0 0 0 ! 0 1D-c2ow 0.570 w 15.96 5a58 30 2 479 1788 0 r 0 0 0 4A5-2omd 0.7,70 w 21.56 47.lb 0 0, 0 0• 0' 0 0 0 FL- 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C ISA-30ml 0.032 0.90 2.32 305 305 273 706 23 23 20. 52 F 22A-tpm 1.180 33.04 0.00 305 49 1619 0 23 0 0 0 6 c) AED excursion 855 -2 Envelope loss/gain 3355 4193 20 51 12 a) Infiltration 783 221 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 10 Subtotal (lines 6 to 13) 4138 4414 20 51 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4138 4414 20 51 15 Duct loads 32% 42% 13051 1874 32% 42% 6 21 Total room load 5443 6287 1 27 72 Air required (cfm) 1 1 296 3111 1 11 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1 htsaft" R9 2012-Aug-02 20:38:19 9 i ht-Suite® Universal 2012 12.0.04 RSU05864 Page 4 '�� E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W -nL wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name BATH BORM 2 2 Exposed wall 5.0 ft 40.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 5.0 ft 1.0 x 193.5 ft 5 Room area 45.0 ftz 193.5 ftz Ty Construction U-value Or HTM Area (ftz Load Area (ftz 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 \L-0, 12C-Osw 0.091 n 2.55 2.18 40 40 102 87 108 108 275 236 W 1 D-c2om 13A-5ocs 0.870 0.125 n n 24.36. 3.50 27:10 2.22 0 0 0 0 0' 0 0+ 0 0 0 0 0 0 0 -" 0 0 11 12C-Osw 1A-r1ob 11JO 12C-Osw 1A-rlom 12C-Osw 1Dc2ow 4A5-2omd 12B-Obw 0.091 1.080 0.660 0.091 1.270 0.091 0.570 0.770 0.097 a a a s s w w w - 2.55 30.24 16.80, 2.55 35.56 2.55 15.96 21.56 2.72 2.18 48.10 17.40' 2.18 26.39 2.18 %58 47.10 0.85 0 0 0 0 0 0 0 0 0 Or 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 1081, M, a' 108 0 0 0 0. 0 '88 1 0 108 0 0 0 0 0 224 605 01 275 0 0 0 0 0 192 962 0 236 0 0 0 0 0 W P L-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 45 45 40 104 194. 194 173 449 F 22A-tpm 1.180 - 33.04 0.00 45 5 165 0 194 41 1338 0 6 c) AED excursion -6 -49 Envelope loss/gain 307 185 2891 2025 12 a) Infiltration b) Room ventilation 75 0 21 0 609 0 172 0 13 1ntemal gains: Occupants @ 230 Appliances/other 0 0 1 0 0 1 10 0 Subtotal (lines 6 to 13) 383 207 3500 2197 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 3500 1104 0 0 0 2197 933 Total room load Air required (cfm) 503 271151 294 1 4604 1 2501 3130 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Ri ht-Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 20:ge 5 g Page p` E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W -FF 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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name CLOSET BDRM 3 2 Exposed wall 2.5 ft 14.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 2.5 ft 13.5 x 14.0 ft 5 Room area 22.5 ft' 189.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftk °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 112: 100 .. 255 218 1 D-c2cm 0.870 n 24.36 27.10 0 0 0 0 12 _ 0 292 325 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0,600 a 16.80 17.40 .0 0 0 0 0 0 0 0 Vtr 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 Y C, W 1A-r1om 12C-Osw 1.270 0.091 s w 35.56 2.55 26.39 2.18 0 0 0 0, 0 0 0 0` 0 0 0 01 0 0. 0 0 D-c2ow, 0.570 w 15.96 59.58 0 0. 01 0 0. 0_ 0 0 Lt1 .4A5-2omd' 0.770 w 21.56' 47.10 0 0 0 0 0 0' 0 0 P 12B-ObW 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 I-D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 0.90 2.32 23 23 20 52 186 _. 189 169 438 F 22A-tpm 1.180 33.04 0.00 23 3 83 0 189 14 463 0 6 c) AED excursion 1 -3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration 38 11 211 59 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 210 104 1390 1010 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 210 104 1390 1010 15 Duct loads 32% 42% 66 44 32% 42% 438 429 Total room load 277 148 1828 1439 Air required (cfm) 15 7 99 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft• 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 140-0` E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W . -�- 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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LIVING RM 2 Exposed wall 46.5 ft 3 Room height 9.8 ft heat/cool 4 Room dimensions 1.0 x 525.5 ft 5 Room area 525.5 W Ty Construction U-value Or HTM Area M Load Area Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 >pl 12C-Osw 0.091 n 2.55 2.18 250 250 637 546 I- G 1 D-c2om 0.870 n 24.36 27.10 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 12C-Osw 0.091` a 2.55 2.18 0 0 0 0 11 1A-r1ob 1.080 a 30.24 48.10 '0 0 0 0 D 11JO 0.600 a 16.80 17.40 - 0 0 0 0 T-G0.091 12C-Osw s 2.55 2.18 0 0 0 0 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 206 173! 442 378 1 D-c20w 0.570 w 15.96 59.58 0 0 0 0 � EG 4A5.2omd 0.770 w 21.56 47.10 33 0 701 1531. PI L--D 12B-0bw 0.097 - 2.72 0.85 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 C 16A-30m1 0.032 0.90 2.32' - 526 526. 471 1219: F 22A-tpm 1.180 33.04 0.00 526 47 1536 0 6 c) AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration 857 242 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 2 460 Appliances/other 0 Subtotal (lines 6 to 13) 4643 4882 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4643 4882 15 Duct loads 1 16% 18% 7451859 Total room load 5388 5741 Air required (cfm) 293 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I ..�. wri httsoft° 2012-Aug-02 20:38:19 I 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 7 gyp` E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W .i Lumber design values are. in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on ,lumber values established by others. a MiTek" RE: ml 1324 - 70' Carlton Elev D MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNE BUILDING CORPORATIN Project Name: 70' CARLTONWW' 8 Aldel: Lot/Block: Subdivision: Address: N/A City: ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 32.0,psf This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Truss Name Date 1 T4465549 JA1 7/19/012 118 IT4465566 JJB 7/19/012 12 1 T4465550 1 A2 1 7/19/012 119 1 T4465567 1 JC 1 7/19/012 1 13 1 T4465551 1 A3 1 7/19/012120 1 T4465568 1 KJ5 1 7/19/012 14 1 T4465552 1 A4 1 7/19/012 121 1 T4465569 1 KJ7 1 7/19/012 1 5 IT4465553 I A5 1 7/19/012 122 1 T4465570 1 KJA 1 7/19/012 16 1 T4465554 1 A6 1 7/19/012 123 1 T4465571 1 KJB 1 7/19/012 1 17 T4465555 1 A _1 7/19/012 124 1 T4465572 I MV2 1 7/19/0121 18 1 T4465556 113 1 7/19/012 125 1 T4465573 1 MV4 1 7/19/012 1 19 1 T4465557 1 BH7 1 7/19/012 110 1 T4465558 1 GRA 1 7/19/012 111 1 T4465559 1 GRB 1 7/19/012 112 1 T4465560 1 GRC 1 7/19/0121 113 1 T4465561 1 J 1 1 7/19/0121 14 IT4465562 1 J3 1 7/19/0121 115 IT4465563 JJ5 17/19/0121 116 1 T4465564 1 J7 1 7/19/0121 117 1 T4465565 1 JA 1 7/19/012 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 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. `�SOAllIlilllt� GU I N 8182 4 a — at �:. STATE OF :�I/� &/O N A , 0%% %e 111111 FL Cert. 6634 July 19,2012 Velez, Joaquin 1 of 1 Job I russ I ruse I ype City Ply 70' Carlton Elev D T4465549 M11324 Al SPECIAL 9 1 Job Reference (optional) �1 6 7-8-0 4.00 12 5x6 = 35-0-0 Scale = 1:59.2 4x4 = 14 13 4x8 = 2x3 II 5x12 = 2.00 F12 rim IC, 0 7-8-0 5-11-8 L10-4-4� 11-0-4 Plate Offsets (X,)O: [2:0-3-14,Edge], [8:0-3-0,Edge], [10:0-5-2,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.76 12 >539 360 MT20 244/190 40 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(fL) 0.39 10 n/a n/a BCDL 5.0 Code FBC2010frP12007 (Matra) Weight: 158lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1021/0-8-0 (min. 0-1-8), 10=1023/0-8-0 (min. 0-1-8) Max Horz 2=214(LC 7) Max Uplift 2— 837(LC 8), 10= 837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2741/1788, 3-4=-2154/1460, 4-5=-2097/1474, 5-6=-2129/1561, 6-7=-4406/2927, 7-8=-4337/2831, 8-9=-4384/2824, 9-10=-4785/3126 BOT CHORD 2-14_ 1581/2528, 13-14=-1581/2528, 13-15— 1023/1828, 15-16=-1018/1832, 12-16=-1017/1840,10-12=-2876/4512 WEBS 3-13=-660/465, 5-13=-270/242, 6-13=-269/464, 6-12=-1740/2753, 7-12— 255/250, 9-12=-411 /377 �1111111l/I! NOTES �j N �/ 1) Unbalanced roof live loads have been considered for this design. ,,! P� , . • • S F1 I 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp `�� '� ••'� G E N '•.�� i� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 : •• F ••, 3) All plates are MT20 plates unless otherwise indicated. N( 68182 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, with BCDL = 5.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface, : -P • T O F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at •• !(/ joint 10. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,i�� ssi , O •�G`, LOAD CASE(S) Standard !/ N %N% A` � FL Cert. 6634 July 19,2012 0 WARWNG - Verify design parm a. and READ NOTES ONTHIS AND INCLUDED MITEK REPERENCE PAGE MI-7473 BEFORE USE. %'jgn valid for use only with MTek connectors, This design is based only upon parameters shown, and is for an Individual building component. sot ApplicaFoility of design parameters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responvbillity of the M iTek' erector. Additional permanent bracing of the overall structure is the respons blity of the building designer. For general guidance regarding `brtcafion quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. /Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 M113A A2 SPECIAL Chambers Truss Inc., Fort Pierce FI.34982 1-0- 7-8-0 13-7-8 1-0- 7-8-0 5-11-8 4.00 F12 �Qq Ply 70' Car@on Elev D T4465550 t 1 Job Reference (optional) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Thu Jul 19 14:23:29 2012 Page 1 ID:_kfiGCA6bx7j2Syl H DXFw7ye3KX-UCCGdFUUiN FBH I uwvMft6D7P60ZN2Ew5xGwEprywUhS 17-0-0 8-0 23-11-12 26-9-10 35-0-0 6-0- 3.4-8 1-0- 5-11-12 2-9-14 8-2-6 1-0-0 Scale=1:61.1 4x4 % 4x5 6 7 4x4 = 17 16 3x4 = 4x8 = 2x3 II 6x12 = 3x5 = 2.00 12 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Code FBC2010/rPI2007 CSI TC 0.86 BC 0.86 DEFL in (loc) Udefl L/d Vert(LL) 0.77 13 >535 360 Vert(fL)-1.1911-13 >346 240 PLATES GRIP MT20 244/190 MT18HS 244/190 (Matra) Weight: 168 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 1 Row at midpt 8-14 Mi rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 11=986/0-8-0 (min. 0-1-8) Max Harz 2=208(LC 7) Max Uplift 2=-837(LC 8), 11= 837(LC 8) Max Grav 2=1171(LC 2), 11=1171(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2746/1787, 3-4=-2132/1457, 4-5=-2075/1471, 5-6=-1998/1418, 6-7=-1880/1382, 7-8=-2020/1398, 8-9=-4320/2828, 9-10=-4367/2820, 10-11=-4777/3131 BOT CHORD 2-17=-1580/2532, 16-17— 1580/2532, 15-16=1174/2004, 14-15= 1013/1855, 13-14=-2503/4174, 11-13— 2881/4502 WEBS 3-16= 684/465, 5-15=-286/192, 6-15= 379/503, 7-14=-242/436, 8-14=-2497/1604, 8-13— 955/1626, 10-13=-423/388 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDLr4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 11. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i 1 N 68182 1 :,Uj` O:. T OF .� fillN A` FL Cert. 6634 July 19,2012 A WARDBNG - Verify design Pa mnetem and READ NOTES ON IHIS A11tD INCLUDED NI7EKREM ZENCE PAGE Jful-7473 BEFORE USE. Design valid for use only with Mfrek 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 tracing To Insure stability during construction is the responsibillity of the Additions MiTek' erector. pennanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication quality conhol, storage, delivery, erection and bracing, consult ANSI/tell Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safey Intormatlon available from Truss Piste Inst Lute, 781 N. Lee Sheet Su to 312 Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is spec'rfied, the design values are those effect ve O6/0112012 by ALSC or proposed by SPIB. Tampa, FL 33610 Truss Truss Type Qty Ply 70' Cadton Elev D T4465551 M11359 A3 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Thu Jul 19 14:23:29 2012 Page 1 _ 4.00 12 4x5 -- 4x4 2x3 11 5x6 = 2.00 12 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Code FBC2010frP12007 RW Scale = 1:61.1 3-11-12 CSI TC 0.76 BC 0.85 B 0.64 DEFL in (loc) Vdefl Ud Vert(LL) 0.69 12 >601 360 Vert(TL)-1.1410-12 >362 240 HorzTL 0.38 10 n/a n/a PLATES GRIP MT20 244/190 (Matrix) eight: 159= o BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 1 Row at midpt 7-13 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 10=986/0-8-0 (min. 0-1-8) Max Harz 2=184(LC 7) Max Uplift 2=-837(LC 8), 10=-837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2729/1771, 3-4=-2607/1786, 4-5=-2104/1448, 5-6=-2325/1632, 6-7=-2452/1671, 7-8=-4322/2786, 8-9=-4610/3101, 9-10=-4722/3088 BOT CHORD 2-15=-1574/2516, 14-15=-1574/2516, 13-14=-1128/1961, 12-13=-2457/4127, 10-12=-2848/4446 WEBS 4-14=-726/513, 5-13=-273/588, 6-13=-306/515, 7-13= 2098/1326, 7-12=-938/1575, 8-12=-422/398 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=12ft; B=45ft; L=50ft; 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) Plate(s) at joint(s)12 checked for a plus or minus 2 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSVI-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 10. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 19,2012 Q WARMING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE bill-7473 EEPORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Dot 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 isthe resporuibillity of the MiTek' erector. Additional permanent bracing of the overall stricture is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tres Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. T4465552 Ml 13U -_ A4 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:29 2012 Pagel ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-UCCGdFUUiNFBH1 uwvMft6D?POOZQ2Hy5xGwEprywUhS r1-0 Q 7-8-0 _ 13-0-0 22-0-0 23-11-12 26-9-10 35-0-0 $6-0-0 1 7-8-0 5-4-0 9-0.0 1-11-12 2-9-14 8-2-6 1-0-d Scale = 1:60.1 5x10 4.00 12 5x6 = 3x6 5 6 4x4 = 13 5x12 = -..._ ....._.._ — 4x8 = 2x3 11 2.00 1z 7-8-0 13-7-8 22-0-0 23-11-12 35-0-0 7-A•0 S•11-R A-A.A 1-11_1'J 11-0-d Plate Offsets (X,Y); 2:0-3-14,Edge], [4;0-5-0,0-2-0], 18:0-5-2,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 10 >587 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(rL) -1.14 8-10 >361 240 MT18HS 244/190 WB 0.65 HorzL 0.38 8 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matra) Weight: = o LUMBER TOP CHORD 2x4 SP M 30 *Except' 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 8=986/0-8-0 (min. 0-1-8) Max Harz 2=159(LC 7) Max Uplift 2= 837(LC 8), 8=-837(LC 8) Max Grav 2=1171(LC 2). 8=1171(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2731/1777, 3-4= 2167/1493, 4-5=-3002/2033, 5-6=-3105/2070, 6-7=-4296/2756, 7-8=-4793/3146 BOT CHORD 2-13= 1569/2517, 12-13=-1569/2517, 11-12= 1195/2039, 10-11=-2412/4079, 8-10= 2896/4519 WEBS 3-12= 635/420, 4-11= 616/1112, 5-11=-266/556, 6-11— 1555/939, 6-10= 979/1602, 7-10=-537/494 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=12ft; B=45ft; L=50ft; 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦`�OpaIN .. .•FC'''� .•�\GE NS�.F��i�� N 68182 T OF O •• w �11111111 FL Cert. 6634 July 19,2012 ® WARNING - Verify dsiya parameters and READ NOTES ON THIS AND INCLUDED MI7EKREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual buifding 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 responsfbillity of the Additional MiTek' erector. permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Jot I russ I fuss I ype ply My 70' Carlton Elev D T4465553 M11324 M SPECIAL 1 1 Job Reference (optional) 11-0-0 17-11-10 2a 0-0 26-8-• 3-1-3 6-11-10 6.0-6 2-8-1 8-3-15 Scale = 1:60.1 5x10 3x4 = 4x5 4.00 rl2 4 13 5 14 6 4x4 = 12 11 4x8 = 3x4 = 5x6 = 2.00 F12 LOADING (psf) TCLL 20.0 TCDL 7.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 CSI TC 0.90 BC 0.83 DEFL in (loc) Vdefl Ud Vert(LL) 0.74 10 >553 360 Vert(fL) -1.21 10-11 >340 240 PLATES GRIP MT20 244/190 MT18HS 244/190 BCDL 5.0 Code FBC2010/TP12007 (Matra) Weight: 151 to FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-14 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 guide. REACTIONS (lb/size) 2=98610-8-0 (min. 0-1-8), 8=986/0-8-0 (min. 0-1-8) Max Horz 2=135(LC 7) Max Uplift 2=-837(LC 8), 8=-837(LC 8) Max Grav 2=1171(LC 2), 8=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2690/1791, 3-4=-2368/1605, 4-13=-2371/1648, 5-13=-2371/1648, 5-14=-4102/2666, 6-14=-4103/2666, 6-7=-4353/2795, 7-8=-4789/3131 BOT CHORD 2-12=-1581/2480, 11-12=-1307/2219, 10-11=-2041/3253, 8-10=-2881/4516 WEBS 3-12=-407/355, 4-12=-171/357, 4-11= 181/348, 5-11=-10961784, 5-10=-444/964, 6-10=-748/1211, 7-10=-474/436 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=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp �`,�� 1J Ia N C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `�Op.Q, 3) Provide adequate drainage to prevent water ponding. , •'� C E N S •• �i� 4) All plates are MT20 plates unless otherwise indicated. = Fes•• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 68182 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. -Q 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at T O F joint 8 .' 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �O • •. Q Q�\.• LOAD CASE(S) Standard �j SS' .. " ` ` �% 11II N At 0�` FL Cert. 6634 July 19,2012 WARMNG - Verify dessign parameters and READ NOTES ON IRIS AND INCLUDED MITEKREFERENCE PAGE Ml-7473 BEFORE USE. Desiggn valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Appllcobility of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the M iTek" erector. Additional permanent bracingof the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITPlt Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Sheet Suite 312 Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. T4465554 M113N 4.00 F12 HIP I 1 Run: 7.340s Feb ID:_kfiGCA6b L-8-0 20-2-13 .8.0 6-6-13 5x10 2x3 11 4x6 = 2X3 II 3 16 17 4 5 6 1 Job Reference 5-9-3 18 19 5x10 201 Scale=1:59.2 -rw-e — 14 .1 4X4 — 2x3 11 4x6 = 3x4 = 3X4 = 3x6 = 2X3 11 9-0-0 13-8-0 20-2-13 26-0-0 35-0-0 s-o-o d A-D A A.13 F.A-R A.n.n Plate Offsets (X,1): [2:0-3-10,Edgel, [3:0-5-0,0-2-01, [5:0-3-0,Edge], [7:0-5-0,0-2-01, [8:0-3-14,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.68 10-12 >373 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.91 10-12 >277 240 BCLL O.0 ep ress ncr BCDL 5.0 Code FBC2010fFPI2007 (Matra) Weight: 142 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=822/0-8-0 Max Harz 2=-108(LC 6) Max Uplift 2=-711(LC 8) Max Grav 2=977(LC 2), BRACING TOP CHORD BOT CHORD (min. 0-1-8), 13=267/0-8-0 (min. 0-1-8), 8=882/0-8-0 (min. 0-1-8) 13=-205(LC 8), 8= 757(LC 8) 13=352(LC 19), 8=1048(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2023/1306, 3-16=-2313/1626, 16-17=-2313/1626, 4-17=-2313/1626, 4-5=-2313/1626, 5-6= 2313/1626, 6-18=-2313/1626, 18-19=-2313/1626, 7-19=-2313/1626, 7-8=-2287/1477 BOT CHORD 2-15=-1106/1836, 14-15=-1102/1837, 13-14=-1102/1837, 12-13=-1427/2313, 11-12=-1269/2095, 10-11=-1269/2095, 8-10=-1268/2087 WEBS 3-13=-387/829, 4-13=-462/352, 6-12=-254/217, 7-12=-178/404, 7-10= 20/296 Structural wood sheathing directly applied. Rigid ceiling directly applied or 5-9-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B-45ft; L=50ft; 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) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 711 lb uplift at joint 2, 205 lb uplift at joint 13 and 757 lb uplift at joint 8. 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 July 19,2012 0 WARNING- Verify design parameters and READ NOTES ON77IIS AND INCLUDED MMKRFFERENCLIPAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the Additional bracing MiTek' erector. permanent 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. 6904 Parke East Blvd. Tampa, FL 33610 If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. T4465555 M11324 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc- Thu Jul 19 14:23:2B 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-OOfuPvTsx37LftJkLe8eaOSJ?_KfJspyicBgHPywUhT r1-0-0 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 $6-0-0 1 0-08-40 47-0 4-7-0 47-0 47-0 8.4-0 1-0 0 21 6 4.00 12 4x4 = Scale =1:58.3 3x6 % 17 .- 15 14 12 3x6 2x3 II 4x6 = 3x8 = 2x3 11 3x8 = 4x6 = 1 1D Ich 6 LOADING (psf) TCLL 20.0 TCDL 7.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 CSI TC 0.57 BC 0.51 DEFL in (loc) Vdefl Ud Vert(LL) 0.30 14-15 >999 360 Vert(Q -0.61 14-15 >675 240 PLATES GRIP MT20 244/190 BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 166lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-3 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 guide. REACTIONS (lb/size) 2=1079/0-8-0 (min.0-1-8), 10=1079/0-8-0 (min. 0-1-8) Max Horz 2=211(LC 7) Max Uplift 2=-787(LC 8), 10=-787(LC 8) Max Grav 2=1221(LC 2), 10=1221(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2850/1613, 3-4= 2349/1342, 4-5=-2322/1353, 5-18=-2344/1412, 6-18=-2293/1436, 6-19=-2293/1436, 7-19= 2344/1412, 7-8=-2322/1353, 8-9— 2349/1342, 9-10=-2850/1613 BOT CHORD 2-17— 1408/2627, 16-17= 1408/2627, 15-16=-1408/2627, 15-20=-753/1731, 20-21= 753/1731, 14-21= 753/1731, 13-14=-1408/2627, 12-13=-1408/2627, 10-12=-1408/2627 WEBS 6-14=-454/795, 7-14=-251/174, 9-14=-590/440, 6-15=-454/796, 5-15=-252/174, 3-15=-589/440 NOTES N ,��, Qu V F1� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;165mph (3-second Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp � Op+ • , .. • • ..�j •� E N S ••. �i� gust) C; Encl., GCpi=0.18; MWFRS Lumber ♦♦ ' .• Ci V F ••, (directional); DOL=1.60 plate grip DOL=1.60 ♦ •• 3) 100.0Ib AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. • ••� • N 68182 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, with BCDL = 5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 2 and 787 lb uplift at 'Q joint 10. o '. T O F 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. (� LOAD CASE(S) %jam, S� 1 Q; G�=%♦` Standard • • • • .S qi E 0.0% "N FL Cert. 6634 July 19,2012 Q WARhaNG - Verify design parmnetem and READ NOTES ONTXIS AND INCLUDED MIMK REFERENCE PAGE bIfr-7473 BEFORE USE. Dellggn valid for use Only with MTek connectors. Th s des gn is based only upon parameters shown, and s for an ind vldual building component. Applicability of design parameters and proper incorporation of component is responvbility of building designer -not truss des gner. Bracing shown is for lateral support of individual web members only, Additional Temporary bracing to iruure stability during constructton is the responvbllity of the Addittonal MiTek' erector. permanent bracing of the overall structure is the respons b lity of the bu lding designer. For general gu dance regarding fabrication, quality conhol, storage, delivery, erection and bracing, conwlT ANSI/rPll Quality Criteria, DSB-89 and 6CSI Building Component 6904 Parke East Blvd. Safety Information avaloble from TfU55 Plate Inst tote, 781 N. Lee Sheet Suite 312, Alexandria, VA 22314. If Southern Pine ISP or SPp) lumber is specified, the design values are those effective 0w.'I'O" by ALSC 0r proposed by SPIB. Tampa, FL 33610 M1132A I B I COMMON I3 I 1 I T4465556 34982 -1-0.0 6-11-0 13-10-0 1.0-0 6-11.0 6-11-0 Scale = 1;23.6 4x5 = Io 3x4 = 2x3 11 3x4 = 6-11.0 13-10-0 6-11-0 6-11-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.04 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(fL) -0.09 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=353/0-8-0 (min. 0-1-8), 2=417/0-8-0 (min. 0-1-8) Max Harz 2=93(LC 7) Max Uplift 4=-275(LC 8), 2= 391(LC 8) Max Grav 4=418(LC 2), 2=497(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 771/473, 3-4=-769/470 BOT CHORD 2-5=-370/673, 4-5=-370/673 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 4 and 391 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 ````IIIIIIIIIrrr��I eeN Qv IN VF i N 68182 ?� •• T O F IU 4# SS; ••• •• �Geee %%%% 111111110, FL Cert. 6634 July 19,2012 A WARWRG - Verify d sign parmnetem and READ NO7F.S ON MIS AND INCLUDED A97EKREPE ZFNCE PAGE MII-7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsrbllty 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 A erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 1 V t i IT ek• fabrication quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, Fl- 33610 If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. T4465557 Ml1324 - I BH7 I BOSTON HIP 14-0-0 21-0-1 r1-0-0 7-0-0 US-1155 123-0v-015 -15.5-151 7-6-0 1 9.6-1 , 21.0 i 23 LI 25-0-0 35-0 --0 46- 2-0-1 2-015 20 15 -0 51-0-7-0 101-5-15 0-6-1 Scale = 1:61 (+) Top chord must be braced by end jacks, roof diaphragm, or properly connected 4x5 = purlins as shown. 4.00 12 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCDL 5.0 Code FBC2010/TP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 4x6 = 3x4 = 3x8 = 4x6 = CSI TC 0.55 BC 0.44 DEFL in (loc) Vdefl Ud Verli 0.46 28-29 >895 360 Vert(fL) -0.62 28-29 >664 240 4 1 1 PLATES GRIP MT20 244/190 (Matra) Weight: 207 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. JOINTS 1 Brace at Jli 9, 17, 14, 5, 21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 24=986/0-8-0 (min. 0-1-8) Max Horz 2=211(LC 7) Max Uplift 2=-837(LC 8), 24=-837(LC 8) Max Grav 2=1171(LC 2), 24=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2794/1817, 3-4=-1007/606, 4-6=-944/614, 6-7=-947/636, 7-10=-933/669, 10-13= 934/712, 13-15— 935/712, 15-18= 934/669, 18-20=-947/636, 20-22=-944/614, 22-23_ 1006/606, 23-24=-2793/1817, 3-5= 1963/1459, 5-8=-1965/1460, 8-9=-1965/1460, 9-11= 1971/1462, 11-12=-1971/1462, 12-14=-1971/1462, 14-16— 1971/1462, 16-17= 1971/1462, 17-19=-1971/1462, 19-21= 1971/1462, 21-23=-1970/1461 BOT CHORD 2-31=-1612/2583, 30-31=-1618/2571, 29-30= 1618/2571, 28-29=-1805/2859, 27-28=-1618/2570, 26-27=-1618/2570, 24-26= 1612/2582 WEBS 3-29=-200/346, 9-28=-458/464, 23-28= 203/360, 13-14=-265/351 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165ni (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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 2-0-0 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 837 lb uplift at joint 2 and 837 lb uplift at joint 24. 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/ 2-1 Od nails. LOAD CASE(S) Standard %%% pp,U IN VFW '♦. i . N 68182 T OF 1l/illlll FL Cert. 6634 July 19,2012 j& WARNING - Verify design parmnetem and READ NOTES ON 7HIS AND INCLUDED WrEW REFERENCE PAGE BBI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. �' Applicability of design parameters and proper Incorporation of component is responsiblity 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 Additional MiTek° erector. permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricatlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 11 Southem Pine (SP or SPi lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. M11324 IGRA (SPECIAL T4465558 nbers Truss Inc.. I.Ort NlerCe FI. 34962 Hun: 7.340 s I -en 24 20' ID:_kfiGCA6bx7j2Syl 1-0-0 , 4-1-8 5-7-3 8-2-13 • r 1-0 4-1-8 11 2-7-9 2.37 12 5x6 = 5x6 = 4x4 13 4 14 15 5 16 64x4zz 3x5 = 2x3 11 2x3 11 2x3 11 2x3 11 3x5 = 4-1-8 5-7-3 8-2-13 9-8-8 13-10-0 4-1-8 1-5-11 2-7-9 1-5-11 4-1-8 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Code FBC2010(rP12007 1-0-0 Scale = 1:26.2 t2 io Io CSI TC 0.21 BC 0.32 DEFL in (loc) Vdefl Ud Vert(LL) 0.10 11 >999 360 Vert(FL)-0.1210-11 >999 240 PLATES GRIP MT20 244/190 (Matra) Weight: 53 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. MTek recommends that Stabilizers and required cross �b�r�ngbe installed during truss erection, in accordance with Ster Installation guide. REACTIONS (lb/size) 2=684/0-8-0 (min. 0-1-8), 7=684/0-8-0 (min. 0-1-8) Max Harz 2=53(LC 7) Max Uplift 2= 615(LC 8), 7= 615(LC 8) Max Grav 2=814(LC 19), 7=814(LC 20) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1795/1223, 3-13— 1702/1206, 4-13=-1679/1188, 4-14= 1657/1171, 14-15= 1657/1171, 5-15= 1657/1171, 5-16= 1679/1187, 6-16=-1702/1202, 6-7=-1795/1224 BOT CHORD 2-12= 1104/1646, 12-17= 1104/1655, 11-17=-1104/1655, 10-11=-1098/1657, 10-18=-1103/1655, 9-18=-1103/1655, 7-9=-1102/1646 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=12ft; B=45ft; L=50ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 2 and 615 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 102 lb up at 4-1-8, 111 lb down and 136 lb up at 5-0-0, 132 lb down and 158 lb up at 5-7-3, 61 lb down and 129 lb up at 5-11-0, 61 lb down and 129 lb up at 7-11-0, 132 lb down and 158 lb up at 8-2-13, and 111 lb down and 136 lb up at 8-10-0, and 79 lb down and 116 lb up at 9-8-8 on top chord, and 34 lb down at 4-1-8, 45 lb down at 5-0-0, 54 lb down at 5-7-3, 38 lb down at 5-11-0, 38 lb down at 7-11-0, 54 lb down at 8-2-13, and 45 lb down at 8-10-0, and 34 lb down at 9-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 5-6=-44, 6-8= 44, 2-7= 10 °°1{Illllff��,' ,,°, Qv 1 N V N 68182 :Z�• T OF �i,,�sS • .N PAL ��(,.'1, �� r►/111►►{°° FL Cert. 6634 July 19,2012 W Verify design parameters and READ NOTES ONT HIS AND INCLUDED WTEKREPERENCE PAGEMU-7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.� Applicability of design parameters and proper incorporation of component is 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 responsib llity of the M erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding I'Tek° fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet. Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. T4465568 M11344 " SPECIAL 1 Job Reference Hun: 7.340 s Feb 24 20' ID:_kfiGCA6bx7j2Syl LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3= 31(B) 4=-75(B) 5— 75(B) 6=-31(0) 12=-9(B) 11=-31(B) 10— 31(B) 9=-9(B) 13=-58(B) 14=-49(B) 15=-49(B) 16=-58(B) 17=-15(B) 18= 15(B) IN VF�� N 68182 T OF N Ai FL Cert. 6634 July 19,2012 0 WARNIRRi -Verify design P arwnefers and READ NOTES ON THIS ARID INCLUDED B?ITEKREPERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responstblity of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary tracing to Irwe stability during construction Is the responsrbllity of the erector. Additional bracing M iTek' permanent of the overall structure Is the responsblily of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job I russ I russ I ype - upy my 70' Carlton Elev D M113$4 ' GRB SPECIAL 1 1 Job Reference (optional) T4465559 Chambers Truss Inc.. Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s ADr 23 2012 MTek Industries. Inc. Thu Jul 19 14:23:33 2012 Pape 1 11-0-Q 5 0-0 10-3.14 15-6-0 21-6-0 _ _ 26-2-0 + 28-1-0 35-0-0 6 09 • . 0- 5-0-0 5-3-14 5.2-2 6-0-0 48-0 1-11-0 6-11-0 -0 Scale = 1:61.2 4x4 = 4.00 12 4x4 - 4x4 3x6 = 2x3 11 2x3 11 3x4 = 9 3 18 19 4 20 21 5 622 23 24 725 26 27 a 10 �I 0 3x5 = 17 28 29 30 16 31 15 3233 34 14 3513 12 0 3x4 = 3x4 = 5x6 = 3x4 =3x6 3x4 = 4x6 = = 5-0-0 15-6.0 21-6-0 28-1-0 35-0-0 5-0-0 10-6.0 6-0-0 6-11-0 Plate Offsets (X,Y): 12:0-2-8,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.34 15-17 >543 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(fL) -0.61 15-17 >298 240 HorzL 0.03 10 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matra) Weight: 144 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2=83(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-593(LC 8), 15=-829(LC 8), 14=-563(LC 8), 10=-332(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=761(LC 19), 15=1212(LC 2), 14=794(LC 2), 10=414(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1682/1088, 3-18= 1544/1054, 18-19=-1544/1054, 4-19= 1544/1054, 4-20= 301/506, 20-21= 301/506, 5-21= 301/506, 5-22= 301/506, 6-22=-301/506, 6-23= 301/506, 23-24= 301/506, 24-25=-301/506, 7-25=-301/506, 7-26- 301/507, 26-27= 301/506, 8-27= 301/506, 8-9=-581/302, 9-10=-617/278 BOT CHORD 2-17= 940/1540, 17-28=-918/1211, 28-29= 918/1211, 29-30= 918/1211, 16-30=-918/1211, 16-31=-918/1211,31-32=-918/1211,15-32= 918/1211,15-33=-506/424,33-34=-506/424, 34-35=-506/424, 14-35=-506/424, 13-14=-122/548, 12-13=-122/548, 10-12=-158/529 WEBS 3-17=0/300, 4-17- 56/607, 4-15=-1782/1397, 6-15=-497/476, 7-14=-433/409, 8-14= 882/581 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=12ft; B=45ft; L=50ft; 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 nonooncurrent 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 593 lb uplift at joint 2, 829 lb uplift at joint 15, 563 lb uplift at joint 14 and 332 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 353 lb up at 5-0-0 , 101 lb down and 129 lb up at 7-0-12, 101 lb down and 129 lb up at 9-0-12, 101 lb down and 129 lb up at 11-0-12, 101 lb down and 129 lb up at 13-0-12, 101 lb down and 129 lb up at 15-0-12, 101 lb down and 129 lb up at 17-0-12, and 101 lb down and 129 lb up at 19-0-12, and 101 lb down and 129 lb up at 21-1-4 on top chord, and 112 lb down at 5-0-0, 38 lb down at 7-0-12, 38 lb down at 9-0-12 , 38 lb down at 11-0-12, 38 lb down at 13-0-12, 38 lb down at 15-0-12, 38 lb down at 17-0-12, and 38 lb down at 19-0-12, and 38 lb down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). e,� OPpU i N 68182 * O :• T O F •: ��/ % FL Cert. 6634 July 19,2012 W G -Verify design pararnaE ,. and READ NOMS ON THIS AND INCLUDED ffiITEKREFERENCE PAGE MI BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of bolding designer -not tnnss designer. Bracing shown is for lateral support of Individual web members only, Additional temporary bracing to Insure stability during construction Is the respombillity of the iTek° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandda, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Ml1324 - IGRB (SPECIAL I1 I 1 I T4465559 Reference LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-8=-44, 8-9=-44, 9-11=-44, 2-10=-10 Concentrated Loads (Ib) Vert: 3= 170(F) 5=-49(F) 17=-42(F) 18=49(F) 19=-49(F) 20=-49(F) 22=-49(F) 23=-49(F) 24=-49(F) 25=-49(F) 28=-13(F) 29— 13(F) 30=-13(F) 31=-13(F) 32=-13(F) 33=-13(F) 34=-13(F) 35=-13(F) e,,-,N Qv I N v ee pQ;.• L� i, N 68182 O:. T OF :��/ //Iililt FL Cert. 6634 July 19,2012 © WARNING -Verify design parmnefem and READ NOTES ONTBIS AND INCLUDED WTEKREFERBNCE PAGE AW 7473 BEFORE USE. Design valid for use only with M7ek 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 responsblfty of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional bracing the Mi%k° permanent of overall structure Is the responsibility of the building designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 787 N. Lee Street, Suite 312 Alexandria VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. 6904 Parke East Blvd. Tampa, FL 33610 M113£4 ' IGRC I HIP I1 1 1 I T4465560 r1-0-q 77 -0 0 13-8-0 20-9-10 28-0-0 35-0-0 Q6-0 Q . 11=0-0 7-0-0 6•8-0 7-1-10 7-2-6 7-0-0 1 0 00 4.00 12 5X8 = 3x6 11 5x6 W B = 3 16 17 18 194 20 5 21 5x8 = 5x10 22 6 23 24 25 26 7 Scale = 1:59.2 awv — G/ Go 14 4: ou 01 JL 33 .Yi II 00 40 oX0 — 2X3 II LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' ReD Stress Incr NO BCDL 5.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SYP No.2, 6-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 3x6 = 6x10 = CSI TC 0.93 BC 0.60 (Matrix) 3x4 = 4x6 = 7-1-10 DEFL in (loc) Vdefl Ud Vert(LL) 0.2610-12 >960 360 Vert(TL)-0.3810-12 >666 240 BRACING TOP CHORD BOT CHORD WEBS REACTIONS (lb/size) 2=451/0-8-0 (min. 0-1-8), 13=2641/0-8-0 (min.0-3-11), 8=1040/0-8-0 (min. 0-1-8) Max Harz 2=84(LC 7) Max Uplift 2=-435(LC 8), 13=-2287(LC 8), 8=-945(LC 8) Max Grav 2=545(LC 19), 13=3128(LC 2). 8=1238(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 886/579, 3-16=-1058/1548, 16-17= 1058/1548, 17-18=-1058/1549, 18-19= 1058/1549, 4-19= 1058/1549, 4-20=-1058/1548, 5-20= 1058/1548, 5-21=-1058/1548, 21-22=-1058/1548, 6-22= 1058/1548,6-23=-2167/1651,23-24=-2167/1651,24-25=-2167/1651, 25-26=-2167/1651, 7-26= 2167/1651, 7-8=-2979/2118 BOT CHORD 2-15=-4671781, 15-27=-476/810, 27-28=-476/810, 14-28=-476/810, 14-29=-476/810, 13-29=-476/810, 13-30=-1490/2167, 30-31=-1490/2167, 31-32= 1490/2167, 32-33= 1490/2167,12-33=-1490/2167,12-34=-1906/2785,11-34=-1906/2785, 11-35=-1906/2785, 35-36=-1906/2785, 10-36=-1906/2785, 8-10=-1895/2754 WEBS 3-15=-170/559, 3-13= 2479/1776, 4-13=-893/863, 6-13=-3903/2855, 6-12=-22/608, 7-12=-656/43817-10=-181/595 2X3 II PLATES GRIP MT20 244/190 Weight: 155 lb FT = 0% Structural wood sheathing directly applied or 3-9-2 oc purlins. Rigid ceiling directly applied or 5-3-6 oc bracing. 1 Row at midpt 3-13, 6-13 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=12ft; B=45ft; L=50ft; 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2, 2287 lb uplift at joint 13 and 945 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,``�eeeu eeie►e��i ,,�,oPQv N VF�� I i 0. N 68182 T F %% '� N A� E� '� FL Cert. 6634 July 19,2012 lA Verify design parameters and READ NOTES ON7WS AMID INCLUDED MITEKREPERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with Mtlek connectors. This design is based only upon parameters shown, and is for an individual building component. ApplicatAiity �L 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 responsibillily of the Additional MiTek' erector. permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricatiort quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safey Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSO or proposed by SPIB. Tampa, FL 33610 JOD �"RC russ Iruss Iype Uty Nily 70'carton Elev DT4465560 M11524 HIP 1 1 Job Reference (optional) NOTES 8) Manger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 352 lb up at 7-0-0, 118 lb down and 189 lb up at 9-0-12, 118 lb down and 189 lb up at 11-0-12, 118 lb down and 189 lb up at 13-0-12, 118 lb down and 189 lb up at 15-0-12, 118 lb down and 189 lb up at 17-0-12, 118 lb down and 189 Ib up at 17-11-4, 118 lb down and 189 lb up at 19-11-4, 118 lb down and 189 lb up at 21-11-4, 118 lb down and 189 lb up at 23-11-4, and 118 Ib down and 189 Ib up at 25-11-4, and 231 lb down and 352 lb up at 28-0-0 on top chord, and 388 lb down and 240 lb up at 7-0-0, 68 lb down at 9-0-12, 68 lb down at 11-0-12, 68 lb down at 13-0-12 , 68 lb down at 15-0-12, 68 lb down at 17-0-12, 68 lb down at 17-11-4, 68 lb down at 19-11-4, 68 lb down at 21-11-4, 68 lb down at 23-11-4, and 68 lb down at 25-11-4, and 388 lb down and 240 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-44, 3-7=-44, 7-9=-44, 2-8=-10 Concentrated Loads (lb) Vert: 3=-156(B) 5=-96(B) 7=-156(B) 15=-333(B) 1 0=-333(B) 16=-96(B) 17=-96(B) 19=-96(B) 20=96(B) 21=-96(B) 22=-96(B) 23=-96(B) 25= 96(B) 26=-96(B) 27=-23(B) 28=-23(B) 29= 23(B) 30=-23(B) 31=-23(B) 32= 23(B) 33=-23(B) 34=-23(B) 35=-23(B) 36=-23(B) ♦♦♦�OPQv I N VF�� N 68182 o � � :1� T OF �• o •• ..c P .' �4u�` i� yp•••�♦All C? FL Cert. 6634 July 19,2012 Q T9ARNING - Vcri,& design parameters and READ NOMS OM MS AM INCLUDED 1597EKREPEREME PAGE MI-7473 BEFORE USE. Delign valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown �• is for lateral support of individual web members only. Additional temporary bracing to insure stablity during construction Is the responsibility of the lilt iTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet Suite 31 Z Alexandria VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is spectied, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. M113e4 Inc., Fort Pierce FI. 34982 MONO TRUSS T4465561 -1-0-0 1-0-0 3x4 = m 0 Scale = 1:6.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(fL) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010lrP12007 Matra b Ff = 09G LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=-7/Mechanical Max Harz 2=47(LC 8) Max Uplift 2=-153(LC 8), 3= 8(LC 2) Max Grav 2=120(LC 2), 4=14(LC 3), 3=32(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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 153 lb uplift at joint 2 and 8 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 `,tIIIIIIII1//,,' .�` oPQvIN I ,.•'**CENSF•.c��. i N 68182 O T F •�. :• O.�: FL Cert. 6634 July 19,2012 0 WARNING - Vefl design parameters and READ NOTES ON 7NIS AND INCLUDED NI7EKREPERENCE PAGE bill-7473 BEFORE USE. Deslgn valid for use only with Mifek connectors. This design Is based only upon parameters shown, and is for an individual butlding component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the Mi erector. Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding 7T ek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safey Information available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33610 11 Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. MI1324 MONO TRUSS Carlton T4465562 3X4 = 7.340 S F-eD 24 2012 NI I D:—kfiGCA6bx7j2Syl Scale = 1:9.4 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(fL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010fFP12007 (Matra) — 004 LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS (lb/size) 3=43/Mechanical, 2=144/0-8-0 (min. 0-1-8), 4=13/Mechanical Max Harz 2=84(LC 8) Max uplift 3=-47(LC 8), 2=-178(LC 8) Max Grav 3=72(LC 13), 2=174(LC 2), 4=39(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 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. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL--4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 3 and 178 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 I N GV F1F ♦ •.��ENSF•.��''. v o N 68182 T OF ' �/' 00. Jel �,/11111j°° FL Cert. 6634 July 19,2012 IAARIONG - Verify desigtzjparwnefess and READ NOTES ON MS AND INCLUDED IUTEK REPERENCE PAGE J1U 7473 BEFORE USE. Deslgn valid for use only with MiTek connectors. hlis 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 miss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity, of the Additional bracing MiTek' erector. permanent of the overall structure is the responsiblity, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01 /2012 by ALSC or proposed by SPIB. Tampa, FL 33610 M113$4 - 1,15 1MONO TRUSS T4465563 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 -1-0-0 5-0-0 1-0-0 5-0.0 3x4 = SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.53 Lumber Increase 1.25 BC 0.36 Rep Stress Incr YES WB 0.00 REACTIONS (lb/size) 3=93/Mechanical, 2=192/0-8-0 (min. 0-1-8), 4=23/Mechanical Max Harz 2=122(LC 8) Max Uplift 3=-114(LC 8), 2=-202(LC 8) Max Grav 3=134(LC 13), 2=230(LC 2), 4=69(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.6 DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 360 MT20 244/190 Vert(TL) -0.06 2-4 >990 240 Horz(TL) -0.00 3 n/a n/a BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L--50ft; 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 114 lb uplift at joint 3 and 202 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 au IN I i N 68182 �:. T OF :�1/` //111111+ FL Cert. 6634 July 19,2012 Q WARIIQNG - Verify design Parameters and READ NOTES ON MIS AND INCLUDED W=REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of componentis responvb0ity 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 respordbil Ilty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSlfiPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Irutitute, 781 N. Lee Street Suite 312. Alexandria VA 22314. 6904 Parke East Blvd. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 3361 o M11324 - MONO TRUSS Carlton Elev D 1 Job Reference T4465564 1-0-0 3x4 = 7-0.0 Scale = 1:15.8 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC201011-PI200 CSI TC 0.37 BC 0.79 WB 0.00 DEFL in Vert(LL) -0.13 Vert(fL) -0.24 Horz(TL) -0.00 (loc) Vdefl Ud 2-4 >590 360 2-4 >337 240 3 n/a n/a PLATES GRIP MT20 244/190 — LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation side. REACTIONS (lb/size) 3=140/Mechanical, 2=243/0-8-0 (min. 0-1-8), 4=33/Mechanical Max Harz 2=160(LC 8) Max Uplift 3=-174(LC 8), 2= 234(LC 8) Max Grav 3=194(LC 13), 2=291(LC 2), 4=99(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=12ft; B=45ft; L=50ft; 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 174 lb uplift at joint 3 and 234 lb uplift at ,,�� 1►� f /�� joint 2. 00 OU 1 N 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 ��.� C•E N SF�`�'��i N 68182 T F % �% ��n��irt►je FL Cert. 6634 July 19,2012 0 WARAUNG - Verify design peters and READ NO7ES ONTXIS AND INCLUDED MTIZKREPERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and is for an individual building component. Appiicabty 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 responvbiility of the Additional bracing the is the MiTek" erector. permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. If Souther Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 M11324' MONOTRUSS 70' T4465565 3x4 = 2-4-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TP12007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=24/Mechanical, 2=132/0-8-0 (min. 0-1-8), 4=10/Mechanical Max Harz 2=72(LC 8) Max Uplift 3=-28(LC 5), 2=-175(LC 8) Max Grav 3=51(LC 13), 2=159(LC 2), 4=30(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.3 PLATES GRIP MT20 244/190 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=4511t; L=50ft; 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 28 lb uplift at joint 3 and 175 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 NOPQv IN .. i N 68182 .�� :53 ' T OF ♦i♦��ss; fill N A11 FL Cert. 6634 July 19,2012 Q WARMING -Verify design parameters and READ NOTES ONTAISANR) INCLUDED mr=REPERENCEPAGE PW 7473 BEFORE USE. Des gn valid for use only with MiTek connectors. This design is based only upon parameters shown, and b for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not tr ss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the M iTek° erector. Additional permanent bracing of the overall structure Is the responsibility of the binding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIR T4465566 M11324 - JB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Ina Thu Jul 19 14:23:34 2012 Page 1 ID:—kfiGCA6bx7j2Syl HDXFw7ye3KX-gAO9gyXdXvtUNomuivF2pHiJIPOzjiMg4Ye?U3ywUhN -1-2-5 5-5-11 • 1-2-5 5-5-11 i LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Scale = 1:12.5 CSI DEFL in (loc) Udefl L/d PLATES GRIP TC 0.64 Vert(LL) -0.05 2-4 >999 360 MT20 244/190 BC 0.45 Vert(fL) -0.08 2-4 >738 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (M i — BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=102/Mechanical, 2=215/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz 2=115(LC 8) Max Uplift 3=-119(LC 8), 2= 234(LC 8) Max Grav 3=135(LC 13), 2=258(LC 2), 4=77(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=12ft; B=45ft; L=50ft; 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 119 lb uplift at joint 3 and 234 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 e` Oki IN •,��G�ENS'-.•c� ii . N 68182 �:• T OF :IIJ fill 111W �ii�sS •.N AL�� FL Cert. 6634 July 19,2012 Q WARNING - Verify design parameters and READ N07ES ON 7EIS AND INCLUDED 117iTEK REFERENCE PAGE AM 7473 BEFORE USE. Design valid for use only with MfTek 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 torus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the Additional bracing MiTek' erector. permanent 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/TPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 M11324 t I y T4465567 MONO TRUSS 12 1 Job Reference LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 34982 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 0/1-Pl2007 1-0-0 1-1-4 CSI TC 0.13 BC 0.01 (Matra) REACTIONS (lb/size) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3= 2/Mechanical Max Horz 2=49(LC 8) Max Uplift 2=-149(LC 8), 3= 6(LC 5) Max Grav 2=120(LC 2), 4=15(LC 3), 3=30(LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.2 3x4 = DEFL in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 244/190 Vert(fL) -0.00 2 >999 240 Weight: 5 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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 149 lb uplift at joint 2 and 6 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 FL Cert. 6634 July 19,2012 WARNING - Verify dEsign paramet6rs and READ NOTES ONTAISAND INCLUDED IMTRKREFERENCE PAGE MI-7473 EEPORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an individual building earn nent. �9 Applicablity of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the Additional M iTek' erector. permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 M11224- IKJ5 Chambers Truss Inc., Fort Pierce FI. 3 MONO TRUSS 1 Job Reference T4465568 3x4 = 2.83 12 7-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.09 2-4 >840 360 TCDL 7.0 Lumber Increase 1.25 BC 0.25 Vert(fL) -0.16 2-4 >495 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matra LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=164/Mechanical,2=187/0-11-5 (min.0-1-8),4=40/Mechanical Max Harz 2=11O(LC 8) Max Uplift 3=-190(LC 8), 2— 211(LC 8) Max Grav 3=211(LC 13), 2=225(LC 2), 4=106(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.4 PLATES GRIP MT20 244/190 BRACING TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=loft; 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 nonooncurrent 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 190 lb uplift at joint 3 and 211 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44 Trapezoidal Loads (plf) Vert: 5=0(F=22, 13=22)-to-3= 77(F= 16, B=-16), 2= 1(F=5, B=5)-t0-4=-18(F=-4, B=-4) FL Cert. 6634 July 19,2012 Q WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED WTEKREFERENCE PAGE MI-7473 BEFORE USE. Des gn valid for use only w �h MiTek connectors. Ths design Is based oNy upon parameters shown, and is for an Individual bulding component. Applicability of design parameters and proper incorporation of component us respors`Wty of buld ng designer - not buss designer. Bracingshown �) s for lateral support of Individual web members only. Add ditemporary bracing to Inoue stablhy during coruhuction is the respons blllity of the erector. Additional bracing the A T M permanent of overall structure is the responvbl ry of the bolding designer. For general guidance regarding fabrication quality conhol, storage, delivery, erect on and bracing, consult ANSI/rPll Auallty Criteria, DSB-89 and BCSI Building Component lek� Safety Into_.Hon available from Truss Plate Institute, 781 N. Lee Street. Suite 312 Alexandria VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/Otl2012 by ALSO or proposed by SPIB. 6904 Parke East Blvd. Tampa, FL 33610 JDD -I russ 1 rues I ype I Uly Nry 7V Carlton Elev D T4465569 M11324 - KJ7 MONO TRUSS 2 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-JMaYuIYFID?L?yL4GcmHMUEbwpmzS6s_JCNYOVywUhM -1-5-0 6-8-12 9-10-1 ' 1-5-0 6-8-12 3-1-5 Scale = 1:20.2 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 3x4 = SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.20 Lumber Increase 1.25 BC 0.21 Rep Stress Incr NO WB 0.24 REACTIONS (lb/size) 4=104/Mechanical, 2=294/0-11-5 (min. 0-1-8), 5=310/Mechanical Max Harz 2=191(LC 8) Max Uplift 4=-130(LC 8), 2= 280(LC 8), 5=-232(LC 8) Max Grav 4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 702/330 BOT CHORD 2-7=-454/699, 6-7=-454/699 WEBS 3-6=-806/524 DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.04 2-7 >999 360 MT20 244/190 Vert(TL) -0.08 2-7 >999 240 Horz(TL) 0.01 5 n/a n/a BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi f ek 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=12ft; B=45ft; L=50ft; 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 130 lb uplift at joint 4, 280 lb uplift at joint 2 and 232 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-44 Trapezoidal Loads (plf) Vert: 8=0(F=22, 13=22)-to-4— 108(F=-32, B=-32), 2=-1(F=5, B=5)-to-6= 25(F=-7, B=-7) Qv i N .. i N 68182 ir: ask T O � o ,��''ss• •.NALE��o. �/llllll�� FL Cert. 6634 July 19,2012 0 WARMING - Verify design parameders and READ NO7ES ON 7WS AND INCLUDED MI7EKREFERENCE PAGE a97f-7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. mi, Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not tnus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional bracing M iYek° permanent 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/rP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Thus Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. 6904 Parke East Blvd. Tampa, FL 33610 M113224' IKJA Chambers Truss Inc., Fort Pierce FI. 34982 MONO TRUSS Reference T4465570 1-2-9 3x4 = 6.0-4 Scale = 1:13.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCH 0.0 ' BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/TP12007 CSI TC 0.22 BC 0.17 WB 0.00 Matra DEFL in Vert(LL) -0.05 Vert(TL) -0.08 Horz(TL) -0.00 (loc) Udefl Ud 2-4 >999 360 2-4 >854 240 3 n/a n/a PLATES GRIP MT20 244/190 b FF = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 3=119/Mechanical, 2=148/0-9-11 (min. 0-1-8), 4=29/Mechanical Max Harz 2=97(LC 8) Max Uplift 3= 139(LC 8), 2=-169(LC 8) Max Grav 3=155(LC 13), 2=178(LC 2), 4=85(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=12ft; B=45ft; L=50ft; eave=6ft; Cat. Il; 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 139 lb uplift at joint 3 and 169 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44 Trapezoidal Loads (plf) Vert: 5=0(F=22, B=22)-to-3=-66(F= 11, B=-11), 2=-l(F=5, B=5)-to-4=-15(F= 3, B=-3) ```�11fu Ilfrrrr��i IN i N 68182 v T OF •lo If11111f1 FL Cert. 6634 July 19,2012 © WARNING - Veil& design pararnears and REdD AF07ES ONTAIS AND INCLUDED IUMKREFERENCE PAGE AD 7473 BEFORE USE. Design valid for use only with Mifek connectors, This design Is based only upon parameters shovTi and 'a for an individual building component. �� Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional bracing the Is the the building M BTek' permanent of overall structure responsibility of designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. East Blvd. 33610ass Tampa, 6904 Parke Ml1a24 KJB MONOTRUSS T4465571 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 -1-2-9 4-11-9 1-2-9 4-11-9 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/rP12007 D?L Scale = 1:11.5 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TC 0.10 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 BC 0.10 Vert(fL) -0.03 2-4 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix)o BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=75/Mechanical, 2=123/0-9-11 (min. 0-1-8), 4=20/Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-83(LC 8), 2=-156(LC 8) Max Grav 3=95(LC 13), 2=148(LC 2), 4=65(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=12ft; B=45ft; L=50ft; 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 83 lb uplift at joint 3 and 156 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44 Trapezoidal Loads (plf) Vert: 5=0(F=22, B=22)-to-3=-55(F= 5, B=-5), 2=-1(F=5, B=5)-to-4=-12(F= 1, B=-1) FL Cert. 6634 July 19,2012 Q WARNING - Verify design parameters and READ NOTES ONTTIIS AND INCLUDED MITEIVREPERENCE PAGE bill-7473 BEFORE USE. Design valid for use only with M71 ek connectors. Thus design Is based only upon parametersshown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer -not tau&acing showns designer. �i is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the bracing the building M iTek' erector. Additional permanent of the overall structure is the responsibility of designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Mt 1124- IMV2 VALLEY Reference T4465572 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 4.00 12 3x4 CSI DEFL in (loc) I/defl L/d TC 0.03 Vert(LL) n/a n/a 999 BC 0.02 Vert(TL) n/a n/a 999 WB 0.00 Horz(TL) -0.00 2 n/a n/a BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 1=30/2-0-0 (min. 0-1-8), 2=24/2-0-0 (min. 0-1-8), 3=6/2-0-0 (min. 0-1-8) Max Harz 1=21(LC 8) Max Uplift 1=-20(LC 8), 2=-30(LC 8) Max Grav 1=36(LC 13), 2=32(LC 13), 3=17(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Structural wood sheathing directly applied or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Scale = 1:6.0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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 ANSVrPI 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 20 lb uplift at joint 1 and 30 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ``,`��►tllllll///0 I i N 68182 0 T F �W� �0'.. 1 e it FL Cert. 6634 July 19,2012 Q WARNING - Verify design pam. eterz and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M1 7473 BEFORE USE. Delign valid for use only with MiTek connectors. This design is based only upon parameters shown and is for an individual building component. Applicability design of parameters and proper Incorporation of component is responsibility of building designer - not taus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction isthe responvbllity of the erector. Additional tracing the is MiTek' permanent of overall structure the responsibility of the building designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Infonna6on available from Thus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SP18. 6904 Parke East Blvd. Tampa, FL 33610 M11324 MV4 1 Job T4465573 LOADING (psi) TOLL 20.0 TCDL 7.0 BOLL 0.0 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 3x4 SPACING 2-0-0 CSI Plates Increase 1.25 TO Lumber Increase 1.25 BC Rep Stress Incr YES WB REACTIONS (lb/size) 1=80/4-0-0 (min. 0-1-8), 3=80/4-0-0 (min. 0-1-8) Max Horz 1=56(LC 8) Max Uplift 1=-54(LC 8), 3= 72(LC 8) Max Grav 1=97(LC 13), 3=102(LC 13) To] 2x3 11 Scale = 1:9.3 0.24 0.14 0.00 DEFL in Vert(LL) n/a Vert(fL) n/a Horz(TL) 0.00 (loc) Vdefl Ud n/a 999 n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B—_15ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 72 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 ,`,�I11111111/111'I 001 N VFW i N 68182 ��• QZZ O:. T OF .� 1►1111111� FL Cert. 6634 July 19,2012 0 WARMNG - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEKREFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only w th MiTek connectors. This design is based or" upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responvbil ty of building designer -not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary brat ng To insure stability during construction Is the responsibility of the bracing the The MiTek` erector. Additiond permanent of overdl structure is the responvb�iiy of building designer. For general guidance regarding fabdcoIon quality control, sTorage, delivery, erection and bracing, consult ANSI/TPII 9uality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InfortnaHon available from Taus Plate but lute, 781 N. Lee Sheet Su to 312 Alexandria VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/ ° Center plate on joint unless x, y 6-4-8 dimensions shown in ff-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. 1 2 3 TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0 1/,dr C1-2 c2-3 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves WEBS c� q may require bracing, or alternative Tor I c ,� .q p bracing should be considered. O ap =CV- 3. Never exceed the design loading shown and never n. 9 O stack materials on inadequately braced trusses. 0 \\ 0- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6-7 C6A 0 designer, erection supervisor, property owner and plates 0-'/,a' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atioint required direction of slots in AROUND THE TRUS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEB i ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MITek 20/20 NUMBERS/LETTERS. software Or upon request. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE PPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-13 2, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-236 , ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Southern Pine lu ber designations ar® as follows: in all respects, equal to or better than that Indicated b symbol shown and/or SYP represents c rrent/old values as published specified. Y Y by AWC in t e 2005/2012 NDS by text in the bracing section of the SPp represents S IB proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 " spacing indicated on design. if Indicated. SP represents AlSC approved/new values 14. Bottom chords require lateral bracing at 10 ff. spacing, with effectiv date of June .l, 2012 q g (2x4 No 2 an lower grades and smaller sizes), or less, if no ceiling is installed, unless otherwise noted. BEARING and all IVISR/1 A EL grades 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but C 2012 MITek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 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 Industry Standards: project engineer before use, ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate ' Connected Wood Trusses. MITek Engineering R ference Sheet: Mll-7473 rev. 01 /18/2012 Ty SURVEY.1 BOUNDARY I PLOT P N U C T1E IN FINAL TOPOGRAPHIC COMPLETED ON: 5-19-13 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 130 MEDITERANEAN NORTH, �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF SPANISH I� SHOWN HEREON. LAKES PHASE 1, OF ST. LUCIE COUNTY, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE o LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ' 12111CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012. 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 ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE In = cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF MEDITERRANEAN NORTH HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: /,3 o 3 o Z o (� 0 0 114.575- 20.95' COVERED PATIO a' 20.96' 15.53' 15.57' CO AVERAGE TOP 90 OF FORMS ELEVATION=17.82 EXl 2.11' ABOVE EDGE EXISTING Si Lucia t Yb.Ln I:1a OF PAVEMENT / 5 n/ B/ ! 1 �5.38' ( (15.83' ui " 2.98' 3.02' 9.52' 0 SITE BENCHMARK rn ELEVATION= 15.71 ASSUMED MEDITERRA EAN BOULEVARD NORTH, 0' ASPHALT ROAD R ..(,%EIVED MAY 2 0 2013 PERMITTING St. Lucie County. FL 130 MEDITERRANItAN BOULEVARD NORTH LAST FIELD DATE: 5-17-13 SCALE: 1"=30' ALEXANDER J. PIAZZA SK INC. WWYNNNEiED BUILDING CPR`P RO`TIOIV DATE: 13-1592 Surveying. • Mapping • Co sulting 619 SW Biltmore treat _ •� '-- '" *LEB#7280 DRAWN: AJPPort St. Lucie, Florida 34983 _ I hereby certify -.that -the survdyishown hereon is -true and JOB NO.: Phone: (772) 340 7770 correct and is based an actual measeurements taken in the FOX' (772) 340 2250 field. This survey^meets thei lijnim 1i TechAical -:Standards 13-1592 of Chapter 61G17:FI'6rida adn9:6' t41A � ; DATE • REVISIONS •ALEXAND J.' Professional urveyor & Mapper �..I I Florida Certificate No.: 6330 K.\BUILDERS\DWG2013\DWG\13-1592.dwg, 5/19/2013 �:46:03 PM