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OFFICE,USE. ON t DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: _1 PERMIT NUMBER: CERT. CAP, NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 BY Fa A. ku �' cis County APPLICATION for BUILDING PERMIT CERTIFICATE ®f CAPACITY/ZONING C0MPLL4NCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #:. KO(v IO 1 ao!'°& 000 4. LEGAL DESCRIPTION (attach extra shegts if necessary): O. 7. OCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIME ONS: 10. COMPLETE D,FSCRIPTI N OF CONSTRUCTION PROJECT OR WO ACTMIIIIL 11. SETBACKS (ACTUAL) FRONT: t'7 BACK: a RIGHT SIDE:' _ LEFT SIDE: _ 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION Dd EXPANSION/ADDITION [ ] RESIDENTIAL [ I COMMERCIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROP( [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 14. SQ, FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: 16. V _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 valuo is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCIDV Foram No.: 001-02 UPDATED 6/25109 i NAME: - Y ADDRESS: .J CITY: STATE: ZIP: dT PHONE (DAYTIME): L�%y 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: STATE: ZIP: PHONE (DAYTIME): (_) Iron INFORMATION 'AmA of FL REG.CERT #: clef 0 D S 7 Dg� ST. LUCIE COUNTY CERT #: I`l2 BUSINESS NAME: dAwl QUALIFIERS NAME: D e.` ADDRESS: 2 0.J T;iaw CITY: -e,✓'G STATE:' 62— ZIP: 3 PHONE (DAYTIME): (77�) 2 FAX NO. Email: L G ARCHI 1�1 j• NGINEER:`�) � ��` T 4 0m a5 e 4 G ,c" FHVNb kDAY IlMt): ( _) BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: / MORTGAGE LENDER. - ADDRESS: CITY: STATE: ZIP: LMPORTANT NOTICE: When a pernAt is issued and it is not picked up within 60 days after notification it will be voided and returned to you -by snail. 3 { t f i t 1 1 This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurreney review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. ,R CONTRACTOR 16ATURE C ' ., RACTOR SIGNATURE STATE OF FLORIDA COUNTY OF L e—o ,e-- The foregoing instrument was acknowledged before me this .17 rh day of N v v ZO - 3 a by V:rc'o'M`A 1-4dwe-11 MCM;110If/ who is personally known o/ or has produced STATE OF FLORID.%, COUNTY OF The foregoing instrument was acknowledged before ire thi l day of 20a i by who is personally known or has produced • 6F - r 5-Af• G as identification. as identification. IL .e,, . of Notary �ignature �ofNotary •'Tor..., ._�i'r-- )n No. �otTa °`'8�.� JOHNNIE HIL(.Sp* Commission No. 'ussy 6JeI0N leu0!IE ( 1�1 papuog * * MY COMMISSION # EE 075389. ILSLL8334u0lsslww03 EXPIRES: July 18, 2015 LlOZ'ZZ nW saittIq WWOO dW a �erF ��O< Bonded Thru Budget Notary Services epuol j 10 8181S - 3llq�d ARION 'any Aay o= OF F�oa uuvn a` NOTE: TWO (B) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BEN - THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR.TO SIGN TFIIS APPLICATION IN THE OFFICE LISTED ON TIM FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. r t For specific 10ttructions see ap r®priate permit s�heeldIlste ; i OFFICE USE ONLY Bp #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE Fu LOT CVG % V TAZ NO. FLOOD ZONE FIRM MAP # I ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER Cs SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE "1 (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE GENERAL SCHOOL OAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIREIEMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE ✓ SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC — GAS LOT OF RECORD FEES REQUIRED PLUMBING `/ FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION. SEA TURTLE MANGROVE COUNTEF REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE 1 RECEIVED 4 8 DATE ` az COMPLETED 1 1 1 INITIALS 1 1 A t 1 4 i JOSEPH E. SMITH, C' `K OF THE CIRCUIT COURT - SAIN' `°UCIE COUNTY FILE # 3918415 OR,;_.=;DK 3598 PAGE 814, Recorded 0' , 4/2014 at 01:01 ) NOTICE OF COMMENCEMENT Permit No. 13 1 Z-" �%T �� Tax Folio No.,,R al� 06 State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, C'7 the following information is provided in this Notice of Commencement. rn Legal D Option of Property: (and streetaddress if available): , . � Q� 1_A;t;1__4?,,,192, "113CQr�lt�/lx.. General description of improvement: .4 Owner Information or Lessee information If the Lessee contracted for the Improvement: jam' Name L-= IA-{"GW r- A*'i LLO1i _ _ Address lH15 5nrn4hw� 19,.. Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: �xijftip tfG$ L/%! I I— ContractorAddress: 'l_g'fi /J�t_;�la//�l[�� f %G/GePhone Number: `Z- J-ty-7 'Z- Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have r d the foregoing notice uomm,,a"cernent and that the facts stated therein are true to the best of my knowledge and belief. � i�N••�Lr►2c.�.l.sT'i (Signature o wner or Lessee, or Owner's or Less -At Authorized fficer/Dire or/Partner/Manager (Signatory's Office) The foregoing instrument was acknowledged before me this �1. day of A If 201u By� //' "` � asPA,/W for Name of Person Type of authority (e.g.officer,trustee) Party on behalf of whom instrument was executied 9� Personally knownZ/ or produced Identification_ (Signature of Notary Pu lic-State of Florida) (Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced ANTONIO JACKSON MY COM W58ION N EE8TB04e exrlREe P.auwy 25, ZOTf STATE OF FLORIDA ilu .. ,...... ST. LU IE C6kTY THISS TO CERTIFY TH T T R S TRUE AD CORREW C ! PY OF Date' l3ia-oaq� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described jqVq (Parcel IM/Legaidescription/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number oZ , I acknowledge that as ovyner of the above described property, a�d in -armordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. UGC 0&11169 /kll�J&A se . Pr e y Owner Name (Please Print) Prop Owner Signature Date STATE OF FLORIDA, COUNTY OF ::�j u 1 /L ACKNQGW�LiE�DGED EFQI� fM'� ME THIS /S DAY OF �f"1 I/ 1 20�, BY �j Iy�A YCI�YI�('bYI WHO IS PERSONALLY KNOWN TOME OR WHO HAS P OI JCED _ 10< ✓t 4--z> , M L AS IDENTIFICATION. SIGNAr O- YJOTARY PrLIC — — TYPE OR Pzw Y RUFUS ALEMNUM III�/MY COMMISSION 0 FF 054161 COMMISSION NUMBEREXPIRES: December 20, 2017 Bonded Thru Notary Publb Underwriters SLCPDSD Revised 08/24/2010 PERMIT# I `� • D \ I ISSUE DATE i .a�� PLANNING & DEVELOPMENT SERVICES o �'; - Building & Code Compliance Division S Cq NI�D i BUILDING PERMIT St, By SUB-CONTRACTORAGREEMENTLurie County St. Lucie County Contractor Certification Number: % J State of Florida Certification Number (if applicable): Cl"C 05-76'.7 2 (Type of Trade) For the project located at have agreed to be the Sub -contractor for J 1W//y*1 %fG�Iej (Primary Contractor) (Project Street Address or Property Tax ID #) GG ,mac, It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone: ���/�/R�,9 email: L S GNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF . LV C. THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF V LN- , 20I y BY �g jp 4 r �r Lq WHO IS PERSONALLY KNOWN O H PRODUCED �— �' AS IDENTIFICAT DEANNA GIVENS „ state of Florida `o�P`yY PUs��ii NotBfy PUbllc ' 8 Dec 16, 2016 COMM. CQ h J� Q 11� -' • CommisshNationalNota(Y Wn SIGNATURE 4FN�ARYPUBLIC PRINT NAME OF NOTARY PUB ICis.of Bonded �tif OU SLCPDS: 12/16/2013 PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY C will be using the following sub -contractors for the (Company/Individual Name) project located at (Street address or 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 4 Plumbing { HVAC/ 'dAf�'6 Mechanical Roofing i ��— Gas OFFICE USE ONLYr PERMIT ISSUE DATE: T_ NUMBER: or\ 6 �Ai '- PLANNING & 'DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 1 W1q 2- State of Florida, Certification Number (If applicable): C- on S t< Cf L 1 may, L have agreed to be the (Company Name/Individual Name) "r sub -contractor for (Pype of Trade) for the project located at (Primary Contractor) - C1 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 7�'2 A SIGNATURE PRINT NAME DAT Business Name: - Address: MCA w City/State/Zip: PC VC -le Phone: email: OFFICE USE ONLY: \ PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: e State of Florida Certification Number (if applicable): have agreed to be the (Company Name/Iridividu Name) sub -contractor for (Type ofTrade) (Primary Contractor) a for the project located at (Project Street Address or Propertyax 115 #) 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 i Business Name: Address: City/State/Zip: Phone: PRINT NAME DATE _%i�) V6 !?— V ff email: OFFICE USE ONLY: o=oneir * ISSUE DATE L. .ir N m v W N� W U oa Qca o MLUZ �— 0 ¢ � W m page 1 ti Nov 26 2013 05:36PM HP Fax 77(" '1_,9282 � G PLANNING & DEVELOPMENT SERVICES DEPARTMENT `. J BUILDING & CODE REGULATIONS DIVISION i BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida. Certificatio Number (If applicable): have agreed to be the (Company Name/Individual Name) AVi sub -contractor for r (Type of Trade) (PrimaryContractor) 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) O G ; AL SIGN TU. ARE REQUIRED DAT erraty A Ti lR F PRINT NAME PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 7 State of Florida Certification Number (If applicable): I'd6 S have agreed to be the (Company Name/Individual Name) Awl7 sub -contractor for slslD `�aa►es vi6ie, (Type ofTrade) (Primary Contractor) for the project located at U 1 5-0 °`-o l�i�s74—�0/'. (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: e Address: at 77,IJ2 6 ot�dg&- fC_ AC City/State/Zip: H. /"&k P Phone: 7��7��'" 92z2 email: IGNATURE P T N E DAIIE STATE OF FLORIDA, COUNTY OF THE REGOI G INSTRUMENT WAS SIGNED BEFORE ME THIS&'D OF _ , 20 BY HO IS PERSONALLY KNOWN _ OR HAS PRODUCED AS ID %1FICATION. (STAMP) IGNA F NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC 4Bn 0 OFFICE USE ONLY: � �pl��io � W So Q/ssllu 1 A9ppo9 PERMIT# I ISSUE DATE I �y�/j�d�e� Ni Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 Fax 462-1578 CHANGE OF CONTRACTOR Or subcontractor or cancellation of permit Change of Contractor is to be completed by the property owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information, signature, and transfer fee. A new Notice of commencement must be filed in the new contractor's name for job value's greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. Subcontractor changes can be completed by the general contractor. Any cancellation of permit is to be executed by both the owner and qualifier of record. Date: ® 14�12�,%T Permit Number: /,3/;"0-? f � Site Address: 0916- ,-t7cd1�400y, d 3y f !2 Original General C ntractor (or S contractor) e11d"w,�%�' State License G �� LC License U New G eral Contractor (or Sub con or) i Reason for Change )p+ / ��Lliyt U` p J��P 44 The undersigned does hereby agree to indemnify and hold harmless St. Lucie County, its officers, agents, and employees from all costs, fees, or damages arising from any and all claims of `action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit cannot be cancelled if work has been performed. _,00000:��� SIGNATURE OF OWNER (or owner/builder) * SIGNATURE OF NEW GENERAL CONTRACTOR PRINT NAME PRINT NAME j�fQ State of Florida, County of St. Lucie County The following instrument was acknowledged before me this day of _ , 20_ by is personally know to me or who has produced as ID. , Signature of Notary Date State of Florida, County of St. Lucie County The following in/s ,e�nt was acknowledged before methis _ (04 ay of (/yl 20 O'by r�beWB15 S� who is personally ow me or who has produced as a Signature of No Date ,•.,, AUDREY S. HUMPHREY *Only signature required for change of subcontractor *�', MY COMMISSION#EE06115y EXPIRES, March Bon ded ThruNdWYPu5licUniorrrti, � 4 v Fort Pierce, FL 34982 772-462 2.b7a Fax 772-46a-6 3 RECEN D DEC — 1 2014 Public Works St. Lucie County, FL CERTIFICATE OF TERMITE TREATMENT . �o CONSTRUCTION SOIL TREATMENT n PERMIT #: I 120 29 JOB AD RESS. BUILDER/CONTRACTOR: . PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: J._,F SO a? We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. L;,'it fe t�area treated: ��__. Chemicals taied; e Percentage of solution: Toal gallons used: AA Date of Treatment: cS -rime of Treatment: , I1 Footing Vt Treatment Re -Treat Driveway e Treatment Re -Treat �-- - er 1e Treatment Re -Treat FORT PIERCE; FL 34946 Slab Vt Treatment Uj Re -Treat Pouts o Treatment Re -Treat Perimeter for Fn nspectio Signa�d Exterminator ►� form must be on tine fob Date t'O 3. -! v#1 tafl and a re-f un - .:0 --inspection-----.-,. :. Treatment-- = tlJleltlf i5 coin,1//Bl6, rtment sits l 'on, area �7 l� l.( A/'" ��' -- ftb/e ma d of ►e�r3or Freatment shall Organism Treated esticide Used Tech er to be placed on -- C li . j .�. . . .. ,. - :,, �I . .. t� ,. J i J,-,b Truss Truss Type City I Ply SW Drive �AAe!!*ion J 26018 601 JACK -CLOSE;' 12 1 East Coast Truss, Fort Pierce, FL.34946 7.500 s Oct 23 2013 MiTek Industries. Inc. Fri Apr 04 18:19,09 2014 Page 1_P-T top Problem: Top chord of A01G truss Is I lower than the top of canide trusses. JTop chord of valley truss Solution: Scab 2x6 SP lumber or equivalent to top chord of A01 G using one row of 10d nails at 4" spacing or 2 rows of 10d nails at 8" spacing staggered about the centerline of the top chord of truss. Attach roof sheathing to the 2x6 scab per typical nailing schedule specified In the project document. Furthermore, install Simpson L830 clips to fasten the top chords of carried trusses to top chord of the girder truss as shown in the diagram above. J0 Truss Truss Type r 26018 801 JACK-CLOSE:' [East Coast Truss, Fort Pierce, FL. 34946' 112 11 1 7.500 s Oct 23 2013 MiTek Inc. Fri Apr 04 18: 19: 09 20L4 Page Problem: Top chord of A01G truss Is 1#' lower than the top of canide trusses. Of to top JTop chord of valley truss Solution: Scab 2x6 SP lumber or equivalent to top chord of A01 G using one row of 10d nails at 4" spacing or 2 rows of 10d nails at S" spacing staggered about the centerline of the top chord of truss. Attach roof sheathing to the 2x6 scab per typical nailing schedule specified in the project document. Furthermore, install Simpson LS30 dips to fasten the top chords of carried busses to top chord of the girder truss as shown in the diagram above. Manue a=ldmftst ACES B usiness Ww.cu=MANDE 6 PA„rn=Manuel Martine; IPT Martin Date:2014A0.071237.OB-%''W PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchinc@aol.com May 12, 2014 Re: McMillion Residence Addition 1815 Southwest Dr. Fort Pierce, FL 34947 Permit # 13-120292 To Whom It May Concern: Please be advised our office has inspected the roofing installations for the above referenced address and find that the work has been completed and meets with the requirements of the FBC 2010, and with our Engineering requirements for this project. Inspections Include: Roof Sheathing and Roof Underlayment (Dry -In). Thank you for your attention to this matter. If you should have any questions or concerns, please do not hesitate to contact our office. Submitted by: PAUL WELCH INC. Paul Welch, P.E. Reg. No 29945 PW:pj " PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchinc@aol.com May 12, 2014 Re: McMillion Residence Addition 1815 Southwest Dr. Fort Pierce, FL 34947 Permit # 13-120292 To Whom It May Concern: Please be advised our office has inspected the roofing installations for the above referenced address and find that the work has been completed and meets with the requirements of the FBC 2010, and with our Engineering requirements for this project. Inspections Include: Roof Sheathing and Roof Underlayment (Dry -In). Thank you for your attention to this matter. If you should have any questions or concerns, please do not hesitate to contact our office. Submitted by: PAUL WELCH INC. Paul Welch; P.E. Reg. No 29945 PW:Pj 0 Fort pierce, FL 34982 772-462-2172 F-dx 772-"2-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 1, 712, - ZTZ JOB ADDRESS: BUILDERJCONTRACTOR: e4-x_ m m e9 PEST CONTROL CONTRACTOR'. `se PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Chemicals used: Percentage of solution: Date of Treatment: VFootin - 11 Treatment Re -Treat ._ ._Driveway 1R Treatment Re -Treat Other Is' Treatment Re -Treat .Note: -.-- I{ site fee dre FiMil shall6 pmb1� . OW0..-_ F - --6526. -7,,2,-- 46-1 thee_ . -.SUNRISE PEST -INC. 2303 N. U.S. 1, STE., 11 FORT PIERCE, FL 34946 Total gallons used: Time of Treatment: Treatment Re -Treat wools � . 1 Treatment Ite-Treat Perimeter for final Inspection Si ature of ExterminatOr -- - .— - — �•,,_,a.,*r &fs "must be on tite fob Date m11 fail and are -ins eWbn � / � / / ' :0 Inspection Treatment S; If 16�: ,1. Organism Treated doellticide Used Tech -. ieaitnern'rs r�lef�; - i�1Tltftfil�4 attnen s/l;e'kk�i;i, area . 'veriliab/e reaoM of - _rrra/ e�`erior Treatment sha11 dwr to be placed on .. i . i V �, ', � - 1- 1 � ' f Joe Cido To: smithomes@aol.com Cc: Joe Cicio (cicioj@stlucieco.org) Subject: Revision Review Attachments: Repo rt_FL_Review_Comments_Noncompliantjrf[2].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank You JoseyA, M. 6 iciv Plans Examiner II Standard Building Inspector ,ounaing rjans r xamjner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462;1553 ., A 1 ,. 4C r-, Planning & Development Services, Building A Code Regulation Division 2300 Virginia Avenue Fort Pierce; FL 34882 Phone:(772)462--2172 Fax(7i2}462-6443. PROPERTY INFORMATION Address: 1815 Southwest Dr City / State / Zip: Fort Pierce, FI 34947 Parcel#: 2406-501-0056-000/7 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1312-0292 Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Robert L Smith Business Name: Smith Homes Inc Business Addr: 2903 Industrial Ave 2 City / State / Zip: Ft Pierce, FI 34946 REVIEWS AND COMMENTS REVIEW COMMENTS 1 Owner(s): Elarge Mcmillon Sr / Virginia Mcmillon Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: 5 Stories: Automatic Sprinkler System? No Fax Number: 772-461-9282 , Email: Smithhomes ,Aol.Com Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING COMPLETE 12/27/2013 2/27/2014 2/27/2014 Comment: FRONT COUNTER REVIEW COMPLETE Dawn Milone 12%27/2013 12/27/2013 Comment: NOTIFIED FOR PICK UP COMPLETE Audrey Humphrey 2/21/2014 2/21/2014 2/21/2014 Comment: PE REVIEW COMMENTS (2) COMPLETE Joe Cicio 1/31/2014 2/20/2014 2/20/2014 Comment: PLANS EXAMINER REVIEW COMPLETE Joe Cicio 1/8/2014 1/28/2014 1/28/2014 Comment: REVISIONS INCOMPLETE Joe Cicio 4/4/2014 4/4/2014 Comment: CONTRACTOR TO PAY REVISION FEE OF $75.00, SUBMIT DUPLICATE REVISION FORMS COMPLETELY FILLED OUT AND A SECOND MANUAL J ORIGINAL CALCULATION 4/4/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ZONING REVIEW COMPLETE Lydia Galbraith 1/2/2014 1/2/2014 1/2/2014 Comment: ® Date: Project Summary wrightsoft Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM For: MR. & MRS. ELARGE McMILLON 1815 SOUTHWEST DRIVE, FT. PIERCE, FL APR — 3 Notes: Design Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 20559 Btuh Ducts 6177 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 26735 Btuh Infiltration Method Construction quality Fireplaces Fort Pierce, FL, US Simplified Average 0 Heating Cooling Area (ft2) 1975 1975 Volume (ft3) 15712 15712 Air changesthour 0.38 0.20 Equiv. AVF (cfm) 100 52 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 17944 Btuh Ducts 9430 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 26005 Btuh Latent Cooling Equipment Load Sizing Structure 2988 Btuh Ducts 2581 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5569 Btuh Equipment total load 31574 Btuh Req. total capacity at 0.70 SHR 3.1 ton Cooling Equipment Summary Make Goodman Mfg. Trade Cond GSC13036 Coil ARUF3636 AHRI ref 80AFUE Efficiency 0 Btuh Sensible cooling 0 Btuh Latent cooling 0 OF Total cooling 1133 cfm Actual air flow 0.042 cfm/Btuh Air flow factor 0 in H2O Static pressure Load sensible heat ratio 11.0 EER, 13 SEER 23800 Btuh 10200 Btuh 34000 Btuh 1133 cfm 0.041 cfm/Btuh 0 in H2O 0.83 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A * wrightsoft" Right -Suite® Universal 2013 13.0.01 RSU08101 2014-Apr-01 11:18:21 Page 1 C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N i -�- wrightsoft' Right-J® Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS AOL.COM 1 Room name Entire House EXISTING 2 3 Exposed wall 'Room height 190.0 ft 8.0 ft d 115.0 ft 8.0 ft heat/cool 4 5 Room dimensions Room area 1964.0 ft2 50.0 x 27.0 ft 1350.0 ft' Ty Construction U-value Or HTM Area (ft') 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 V 12E-0sw 10A m 12E-0sw 0.068 1.670 0.068 n n a 1.90 46.76 1.90 1.35 15.98 1.35 360 34 400 326 0 295 621 1590 562 441 543 399 216 0 400 216 0 295 411 0 562 292 0 399 11 IA-clom 11DO 1.270 0.390 a a 35.56 10.92 32.23 11.31 84 21 0 21 2987 229 2708 238 84 21 0 21 2987 229 2708 238 Vj/ lL-�C 12E-0sw 1Aclom IA-clom 0.068 1.270 1.270 s s s 1.90 35.56 35.56 1.35 34.77 17.90 360 12 12 336 24 24 640 427 427 455 417 215 216 0 12 204 0 12 388 0 427 276 0 215 V)/ 12E-0sw 10A-m 0.068 1.670 w w 1.90 46.76 1.35 53.19 400 34 345 0 657 1590 467 1808 88 0 88 0 168 0 119 0 L��GO C 1Aclom IA-clom 16A 30ad 1.270 1.270 0.032 w w 35.66 35.56 0.90 91.12 91.12 2.32 9 12 1964 0 0 1964 320 427 1760 820 1093 4556 0 0 1350 0 0 1350 0 0 1210 0 0 3132 F 22A tpI 0.989 27.69 0.00 1964 190 5261 0 1350 115 3185 0 61 c)AED excursion 0 -460 Envelope loss/gain 17496 14161 9566 6919 12 a) Infiltration b) Room ventilation 3062 0 863 0 1853 0 523 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 2000 2000 Subtotal (lines 6 to 13) 20559 17944 11420 10361 14 Less external load Less transfer Redistribution Subtotal 0 0 0 20559 0 0 0 17944 0 0 0 11420 0 0 0 10361 15 Duct loads 30% 53% 6177 9430 30% 53% 3431 5445 Total room load Air required (cfm) 26735 1133 27374 1133 14851 629 15806 654 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. 'Fk- wrightsoft' RightSuite® Universal 2013 13.0.01 RSU08101 2014-Apr-01 11:18:21 . A CAProgram Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N Page 1 -�- wrightsoft' Right-J® Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS AOL.COM 1 Room name BEDROOM EXT. NEW WIC 3 eight Room h 8.0 ft 31.0 ft heat/cool 7 0 ft 8.0 ft heat/cool 4 5 Room dimensions Room area 12.0 x 18.0 ft 216.0 ' ft 6.0 x 9.0 ft 54.0 ft2 Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft') Area (ft-) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vti 12E-0sw 10A-m 12E-0sw 0.068 1.670 0.068 n n a 1.90 46.76 1.90 1.35 15.98 1.35 8 0 0 8 0 0 15 0 0 11 0 0 8 0 0 8 0 0 15 0 0 11 0 0 -G 11 1A-clom 11DO 1.270 0.390 a a 35.56 10.92 32.23 11.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V�1 F�-GG 12E-0sw 1Aclom .1Aclom 0.068 1.270 1.270 s s s 1.90 35.56 35.56 1.35 34.77 17.90 144 12 0 132 12 0 251 427 0 179 417 0 0 0 0 0 0 0 0 0 0 0 0 0 V�! �-G 12E-0sw 10A-m 0.068 1.670 w w 1.90 46.76 1.35 53.19 96 34 62 0 118 1590 84 1808 48 0 48 0 91 0 65 0 1Aclom 1A-clom 16A-30ad 22A tpI 1.270 1.270 0.032 0.989 w w 35.56 35.56 0.90 27.69 91.12 91.12 2.32 0.00 0 0 216 216 0 0 216 31 0 0 194 858 0 0 501 0 0 0 54 54 0 0 54 7 0 0 48 194 0 0 125 0 C F 6 c) AED excursion 152 -22 Envelope loss/gain 3453 3152 349 179 12 a) Infiltration b) Room ventilation 500 0 141 0 113 0 32 0 13 Internal gains: Occupants @ 230 Appliances/other 0 p 0 0 0 0 Subtotal (lines 6 to 13) 3953 3293 462 210 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads 30% 53% 0 0 0 3953 1188 0 0 0 3293 1730 30% 53% 0 0 01 462 139 0 0 0 21p 111 Total room load Air required (cfm) 5140 218 5023 208 6001 25 321 13 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed ,aA -Fk wrightsoft' Right -Suite® Universal 2013 13.0.01 RSU08101 2014-Apr-01 11:18:21 C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N Page 2 - wrightsoft* Right-J® Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 2 3 4 5 Room name Exposed wall Room he height Room dimensions Room area BATH 8.0 ft 0 ft heat/cool 6.0 x 8.0 ft 48.0 ft2 NEW KITCHEN 15.0 ft 8.0 ft heat/cool 11.0 x 16.0 ft 176.0 ft2 Ty Construction number U-value (Btuh/ftz °F) Or HTM (Btuh/ft') Area t2) or perimeter (ft) Load (Btuh) oreaperimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V+J 12E-0sw 10A-m 1A-clom 11DO 12E-0sw 1A-clom 1A-clom - 10A m 1Aclom 1Aclom 16A-30ad 22Atpl 0.068 1.670 0.068 1.270 0.390 0.068 1.270 1.270 1.670 1.670 1.270 1.270 0.032 0.989 n n a a a s s s w w w w - - 1.90 46.76 1.90 35.56 10.92 1.90 35.56 35.56 1.76 46.76 35.56 35.56 0.90 27.69 1.35 15.98 1.35 32.23 11.31 1.35 34.77 17.90 1.19 53.19 91.12 91.12 2.32 0.00 0 0 0 0 0 0 0 0 0 0 0 0 48 48 0 0 0 0 0 0 0 0 0 0 0 0_ 48 0 0 0 0 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 0 0 0 0 111 0 32 0 0 0 0 0 0. 0 88 0 9 0 176 176 32 0 0 0 0 0 0 0 79 0 0 0 176 15 61 0 0 0 0 0 0 0 150 0 320 0 158 415 43 0 0 0 0 0 0 0 100 0 820 0 40a 0 -G ti12E-Osw TE�12E-rn C_ F 6 c)AED excursion 11 198 Envelope loss/gain 43 101 1104 1576 12 a) Infiltration b) Room ventilation 0 0 0 0 242 0 68 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 43 101 1346 1645 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 30% 53% 0 0 0 43 13 0 0 0 101 53 30% 53% 0 0 0 1346 404 0 0 0 1645 864 Total room load Air required (cfm) 56 2 153T 6 1751 74 2509 104 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. CA Wright50ft" Right -Suite® Universal 2013 13.0.01 RSU08101 2014-Apr-01 11:18:21 C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N Page 3 �d- wrightsoft' Right-J® Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@�4OL.COM 1 Room name NEW DINING 2 Exposed wall 22.0 ft 3 Room height 8.0 ft heat/cool 4 5 Room dimensions Room area 10.0 x 12.0 ft 120.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+J �G 12E-Osw 0.068 n 1.90 1.35 96 62 118 84 10A-m 1.670, 0.068 n a 46.76 1.90 15.98 1.35 34 0 0 0 1590 0 543 0 VLZ12E-Osw 11 1Aclom 11D0 1.270 0.390 a a 35.56 10.92 32.23 11.31 0 0 0 0 0 0 0 0 VIJ 12E-Osw IA-c1om 0.068 1.270 s s 1.90 35.56 1.35 34.77 0 0 0 0 0 0 0 0 IA-clom 1.270 s 35.56 17.90 0 0 0 0 12E-0sw 10A m 0.068 1.670 w w 1.90 46.76 1.35 53.19 80 0 68 0 129 0 92 0 C 1Ac1om IA-clom 16A-30ad 1.270 1.270 0.032 w w 35.56 35.56 0.90 91.12 91.12 2.32 0 12 120 0 0 120 0 427 108 0 1093 278 F 22Atpl 0.989 27.69 0.00 120 22 609 0 61 c)AED excursion 1144 Envelope loss/gain 2981 2235 12 a) Infiltration 355 100 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3335 2335 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3335 2335 15 Duct loads 130% 53% 1002 1227 Total room load 4337 3562 Air required (cfm) 184 147 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. .�C = � wrightsoft' Right -Suite® Universal 2013 13.0.01 RSUD8101 2014-Apr-01 1 Page C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N 9e 4 521 NW Enterprise Drive • Port St. Lucie, Flori6a,64986 (772)924-3575 • (772)924-3580 (fax) FEB 2 8 2014 IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: 1815 SouthWest Drive Project ID: 14-0463.00 Address: 1815 SouthWest Drive, Fort Pierce Report ID: D-0001 Client: Ken Drummond Date: 2/26/2014 Permit No: Field Tech: Mark Barkley Test Mode: Direct Transmission Area Tested: Foundation Area for Attached Addition Soil Description: brownish gray fine sand, trace silt and clay Proctor / LBR ID: P-1 Max Density (PCF): 110.6 Opt Moisture (%): 10.9% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction Location Depth Density Density (% ) % Results (in) (PCF) (PCF) 1 1 Northeast 12 0-1 111.8 105.5 6.0% 95.4% Pass 1 1 1 1 Center 1 12 Testing Gauge Information: Manufacturer: Troxler Remarks: agend for Elevation: R = Proofroll L = Springline G = Subgrade C = Basecourse OP = Top of Pipe Density Standard (DS): Completed Below Slab Grade 1, 2, 3 = 1st, 2nd, 3rd Lift FL = Final Lift . BG = Below Grade BOF = Bottom of Footing FG = Finished Grade 12 2363 0-1 1 112.8 1 106.0 1 6.4% 1 95.8% 1 Pass 0-1 1 113.1 1 105.8 1 6.9% 1 95.7% 1 Pass Model: 3430 S/N: 36442 Moisture Standard (MS): 628 �Ie�C�%i�r;ittd: lifterI, Inks-1, ' n � FBOE C 9 rest report shall not be reproduced, except in full, without the written approval of GFA International Jl:e Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source www.teamgfa.com ald \ MbFer,'R,�. essiQn I it err, D675 o 40r bki9R_@_@daCode Compliance f wrightsoft� Projec'� ,summary oat Entire House By: QUICK CALCS, INC. 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466.6796 Email: QUICKCALCS@AOL.COM Project Information For. MR. & MRS. ELARGE McMILLON 1815 SOUTHWEST DRIVE, FT. PIERCE, FL Notes: Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Structure 19508 Btuh Structure 17213 Btuh Ducts 5901 Btuh Ducts 8992 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25410 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 24895 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2745 Btuh Ducts 2456 Btuh Area (ft2) Hkfing Coolie 1746 Central vent (0 cfm) Equipment latent load 0 5201 Btuh Btuh Volume (ft3) T3968 Air changes/hour 0.38 0.20 Equipment total load 30096 Btuh Equiv. AVF (cfm) 88 47 Req. total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Goodman Mfg. Trade Trade Model Cond GSC13036 AHRI ref Coil ARUF3636 AHRI ref Efficiency 80AFUE Efficiency 11.0 EER, 13 SEER Heating input 0 Btuh Sensible cooling 23800 Btuh Heating output 0 Btuh Latent cooling 10200 Btuh Temperature rise 0 OF Total cooling 34000 Btuh Actual airflow 1133 cfm Actual airflow 1133 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A.F. + wrightSOft0 RightSuite® Universal 201313.0.01 RSU08101 2013 Oct-29 12:Page age 1 1 -4CCK C:\Program Files\McMILLON, ENLARGE.rup Cato = MJS Front Door faces: N + wrightsoft9 Right. Works heet Entire House QUICK CALCS, INC. 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466.6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name Entire House EXISTING 2 Exposed wall 178.0 ft 103.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 11320 ft 5 Room area 1746.0 ft2 1132.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 'W 12E-0sv✓. 0.068 n, 1.90 136 312 278 . 529 376 216 216 411 292 10A-m 1.670 n 46.76 15.98 34 6 1690 643 0 0 0. 0 12E-0sw 0.068 a 1.90 1.35 400 295 562 399 400 295 562 399 -G 1Aclom 1.270 a 35.56 32.23 84 0 2987 2708 84 0 2987 2708 11 11 D0 0.390 a 10.92 11.31 21 21 229 238 21 21 229 238 12E-0sw 0.068 s 1.90 1.35 ` 312 288 548 390 120. 108 206 146 T1 1Aclom 1.270 s, _ 35.56 34.77 12 12 427 417 0 .0 .0 . - 0 1Ao1om 1.270 s_ 35.56 17.90 12 , : 12, 427 _ 215 12 '12 ' 427 215 12E-0sw 0.068 w 1.90 1.35 400 345 657 467 88 88 168 119 TE� 10A-m 1.670 w 46.76 53.19 34 0 1590 1808 0 0 0 0 1Aclom 1.270 w 35.56 91.12 9 0 320 820 0 0 0 0 1Aclom 1.270 w 35.66 91.12 12 0 427 1093 0 0 0 0 C : - 16A-30ad 0.032 - 0.90 2.32 1746, 1746 . 1564 . 4051 •,_1132 1132 1014' 2626 F _ 22A tpl 0.989 - 27.69 _0.00 1746 178 4929 , 0 1132 103 2852 0 6 c) AED ecursion 0 -431 Envelope loss/gain 16786 13525 8856 6312 12 a) Infiltration 2722 768 1575 444 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 4 M 4 920 Appliances/other 2000 2000 Subtotal (lines 6 to 13) 1950B 17213 10431 9676 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19508 17213 10431 9676 15 Duct loads 30% 52% 5901 8992 30% 52% 3155 5055 Total room load 25410 262051 13586 14731 Air required (cfm) 1133 1133 6061 637 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. c wri ht5oft" 2013-Oct-2912:45:00 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 1 .4C6P. CAProgram Files\MCMILLON, ENLARGE.rup Cale = MJ8 Front Door faces: N - wrightsofts Right-.w Worksheet Entire House QUICK CALCS, INC. 317 ST. LUCIE LN., IT PIERCE, FL34946 Phone: 772-466.6799 Fax 772•466-6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name BEDROOM EXT. NEW WIC 2 Exposed wall 30.0 ft 120 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/000l 4 5 Room dimensions Room area 12.0 x 18.0 ft 216.0 ftz 6.0 x 9.0 ft 54.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (8tuh) or perimeter (ft) (i3tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 -W L-G. 12E-Osw, , 10A m . 0.068 1.670 n n 1.90 ,- 46.76 1.35 ' . 15.98 0 0 0 0 0 0 0 0 0 .. 0: 0_ 0 0 0 0 0 V�J 12E-Osw 0.068 a 1.90 1.35 0 0 0 0 0 0 0 0 I�--_Gp IA-c1om 1.270 a 35.56 3223 0 0 0 0 0 0 0 0 11 11 DO 0.390 a 10.92 11.31 0 0_ 0 0 0 0 0_ 0 12E-Ww X 0.068 :s 1.90 1.35 _ 144 132 251 179 48 48 91 65 IA-clom 1.270 a' :35.56. 3477 12. 12 427.. 417 , 0 0: 0. 0 IA-clom 1'.270 s 35.56 17.90 0'_ 0 0 0 lb 0 ' 0 0 yyyJJJ 12E-Osw 6'068 w 1.90 1.35 96 62 118 84 48 . - 48 91 65 10A-m 1Aclom 1.670 1.270 w w 46.76 35.56 53.19 91.12 34 0 0 0 1590 0 1808 0 0 0 0 0 0 0 0 0 1A-clam- 1.270 w 35.56 91.12 0_ 0 0 0 0 0 0 0 .0 16A-30ad 0.032 -' 0.90 _ 2.32 _ 216, 2 216 194 501 54 54, 48 125 F 22A tpl 0.989 - 27.69 0.00 216 30 831 0 64 12 332 0 6 a) AED wcursion 140 -31 Envelope loss/gain 3410 3130 563 224 12 a) Infiltration 459 129 184 52 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 38W 3259 747 276 Less external load Less transfer 0 0 0 0 0 0 0 0 14 15 Redistribution Subtotal Duct loads 30°% 52% 0 3869 1170 0 3259 1703 30% 52% 0 747 226 0 276 144 Total room load Air required (cfm) 5039 225 4962 215 1 1 973 431 420 18 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft� 2013-Oct-2912:45:00 Right -Suite® Universal 2013 13.0.01 RSU08101 Page 2 C�CA C:\Program Files\McMILLON, ENLARGE.rup Cale =MJ8 Front Door faces N 6 - I- wrightsoft° Right-jv,� Worksheet -' Date: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name BATH NEW KITCHEN 2 Exposed wall 0 ft 11.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/000l 4 5 Room dimensions Room area 6.0 x 8.0 ft 48.0 ft2 11.0 x 16.0 ft 176.0 ft2 Ty Construction Ll-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft-F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W L--G. 12E-0sw:` .. 0.068 n 1.90 ' 1:35 0 0 0 0" 0 0: 0 0 10A m :1.670 ,. ri 46.76 . 15:98 0 0 .0 . • 0 . 0 . `0 . 0 . 0 �/ I--G t--D 11 12E-0sw 1Aclom 11 DO 12E-0sw .1Ac1om : 0.068 1.270 0.390 0068 1 270 a a e, s•, s,.� 1.90 35.56 10.92 1.90 35.56 1.35 32.23 11.31 1.35 34.77 0 0 _0 .0 ``0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 ,=0 0 0 0 0 0 0 0 0 0 0 0 --G 1°270 s. _35.56 17.90 0. 0 0 0 0 0 0 0 VV��JJ 12E-Osw 0.068 w 1.96 1.35 0 0 0 0 88 79 150 107 I-G 10A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 0 0 1;�7G C... - _ _ . F. , .. . 1A-c1om 1Aclom ._ 16A-3Wd:•.; :... 22A tpl, . • - 1.270 1.270 _ 0.032 0.989 w w - , - 35.56 35.56 :0190 27.69 91.12 91.12 _ 2 32 0.00 0 0 48 48 0 0 , .` : 48 .. 0 0 0. ' . ' . 93 _ 0 0 0 11b 0 9 0 ; ' :" 176 176 0 _0 17.6 11 320 0 158 305 820 0 : 408 0 r, 6 c) AE D ecursion -11 198 Envelope loss/gain 43 100 933 1533 12 a) Infiltration 0 0 168 47 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 43 100 1101 1580 Less eMemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 43 100 1101 1580 15 Duct loads 30% 520A 13 52 30% 52% 333 826 Total room load 56 153 1 1434 2406 Air required (cfm) 2 7 64 104 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri htSOfC 2013-Oct-2912:45:00 .�- 9 Rightsuite® Universal 2013 13.0.01 RSU08101 Page 3 '�` CAProgram Files\McMILLON, ENLARGE.rup Cafe=MJS Front Door faces: N -F I- wrightsoft9 Right-j;% Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772.4666796 Email: QUIO(CALCS@AOL.COM 1 Room name NEW DINING 2 Exposed wall 22.0 ft 3 Room height 8.0 ft heaticool 4 Room dimensions 10.0 x 12.0 ft 5 Room area 120.0 ft2 Ty Construction U-value Or HTM Area (ft) Load Area Load number (Btuhlft'L°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W,' '"- 12E-0aw . " 0.068 n . 1.96 1'.35 96 .. 62 !is '. 84 ;10A m . 1.67011 _ 46.76 15.98 34 0 12E-Osw 0.068 a 1.90 1.35 0 0 0 0 -G 1A-clom 1.270 a 35.56 32.23 0 0 0 0 11 11 DO 0.390 a 10.92 11.31 0 0 0 0 Ili( 12E-0sw 0 068 s 1.90 1.35 0 0 0 0 It-GG 1Aclom 1.270 s, 35.56 34.77 0 0 0 ':- '0 , 1A-c1om .' C270 , s' 35.56 . 17.90 0 0 0 ; -',0 VVV���lll VN 12E-Nw 0.068 w 1.90 1.35 80 6B 129 92 10A-m 1.670 w 46.76 53.19 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 IA-clom 1.270 w 35.56 91.12 12 0 427 1093 C 1%-30ad ; .: 0 032_' . 0.90 2 32 " 120 .. ,120 ; 108 ., 278 ' F 22Atpi y _ 0.989 - 27.69 _0.00 120 22 .609 0 6 c) AED excursion 135 Envelope loss/gain 2981 2226 12 a) Infiltration 336 95 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3317 2321 Less exterrial load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3317 2321 15 Duct loads 30% 52% 1003 1212 Total room load 4321 3533 Air required (cfm) 193 153 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2013-Oct-2912:45:00 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 4 .4CCP'- C:\Program Files\McMILLON, ENLARGE.rup Cale= MJ8 Front Door faces: N 4 r Joe Cido To: smithomes@aol.com Cc: Joe Cicio (cicioj@stiucieco.org) Subject: RE -Review comments for Permit Number 1312-0292 Attachments: Report_FL_Review_Comments_Noncompliantjrf[2].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, "'Tvsep#.1K. Cic%v Plans Examiner II Standard Building Inspector One and Two Family Dwelling Inspector One and Two Family Plans. Examiner St. Lucie County Planning and Development Services 772-462--1553 Planning & Development:Services Building A Code Regulation Division 2300 Virginia Avenue FortPierce; FL- 34982 Phone:(772)462-2172 F=(772)462-6443 PROPERTY INFORMATION Address: 1815 Southwest Dr City / State / Zip: Fort Pierce, FI 34947 Parcel #: 2406-501-0056-000/7 REVIEW COMMENTS Page 1 Owner(s): Elarge Mcmillon Sr / Virginia Mcmillon Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-4 Lot#: Block: 5 APPLICATION INFORMATION Permit Number: 1312-0292 Stories: Automatic Sprinkler System? No Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Robert L Smith Fax Number: 772-461-9282 Business Name: Smith Homes Inc Business Addr: 2903 Industrial Ave 2 Email: Smithhomes@a,4ol.Com City / State / Zip: Ft Pierce, FI 34946 REVIEWS AND COMMENTS Review Tvoe Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Dawn Milone 12/27/2013 12/27/2013 Comment: VEG PERMIT NEEDED 1/2/2014 Comment: GENERAL CONTRACTOR, PLUMBING SUB CONTRACTOR AND MECHANICAL SUB CONTRACTOR ON HOLD, LICENSE IS REQUIRED TO BE UPDATED. 1/2/2014 Comment: MANUAL J AND ENERGY CALCS ARE NOT SIGNED BY CONTRACTOR. FRONT COUNTER REVIEW COMPLETE Dawn Milone 12/27/2013 12/27/2013 Comment: PE REVIEW COMMENTS (2) INCOMPLETE Joe Cicio 1/31/2014 Comment: BOTH SEALED SURVEYS MUST BE CERTIFIED TO CONTRACTOR OF RECORD [ SMITH HOMES INC ] NOT 1/8/2014 KEN DRUMMOND **** SECOND REVIEW **** ONLY 1 SURVEY RECEIVED ***' Comment: BOTH SETS OF CUT SHEETS MUST BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD **** 1/8/2014 SECOND REVIEW **** TRUSS ENGINEERINGS NOT REVIEWED AND APPROVED BY ENGINEER OF RECORD Comment: SUBMIT DUPLICATE TRUSS LAYOUTS FROM THE MANUFACTURER, REVIEWED AND APPROVED BY THE 1/8/2014 ENGINEER OF RECORD **** SECOND REVIEW **** TRUSS LAYOUTS NOT REVIEWED AND APPROVED BY ENGINEER OF RECORD Comment: BOTH ENERGY CALCULATIONS MUST BE ORIGINAL FORMAT WITH ORIGINAL SIGNATURES BY PREPARER AND CONTRACTOR OF RECORD **** SECOND REVIEW **** CONTRACTOR TO SIGN PAGE 1 AND EPL CARDS 1/8/2014 ARE NOT FILLED OUT *** MANUAL J HEATING AND COOLING SQUARE FOOTAGES ARE NOT PER PLANS **" PLANS ARE SPECIFYING 1,925 S.F TOTAL LIVING AREA Comment: SUBMIT A SIGNED AND SEALED SOIL TEST AS REQUIRED BY THE ENGINEER * THE ENGINEER HAS DESIGNED PLANS TO 2,500 P.S.F. MIN'*** ENGINEER HAS EXCLUDED THE REQUIREMENT OF A SOIL TEST 1/8/2014 ON PLANS'*' SUBMIT [ 2 ] ORIGINAL SIGNED, SEALED AND DATED LETTERS FROM THE ENGINEER TO HIS REQUIRED DRY DENSITY % FOR COMPACTION *** ASSUMES THAT LESS THAN 12" OF FILL WILL BE PLACED ON PROPERTY *** SEE FBC 1804.5 Plarming;& Development;Services REVIEW COMMENTS Building,8i Gode;Regulation Division 2300'.Virginia Avenue Fort+,Pierce; FL. 34982 Phone:(772)462-2172 Fax:(772)4G2-6443 Page 2 1/8/2014 Comment: RE -REVIEW FEES DUE UPON RE -SUBMITTAL / COMMENTS MAILED AND E-MAILED AS OF THIS DATE PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 1/8/2014 1/28/2014 1/28/2014 Comment: ZONING REVIEW COMPLETE Lydia Galbraith 1/2/2014 1/2/2014 1/2/2014 Comment: Joe Cicio From: Joe Cicio Sent: Wednesday, January 08, 2014 4:15 PM To: 'smithomes@aol.com' Cc: Joe Cicio Subject: Review Comments for Permit Number 1312-0292 Attachments: Report_FL_Review_Comments_Noncompliantjrf[l].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, M. 64civ Plans Examiner II Standard BuildmgInspector Building Plans Examiner One and Two Fxndj,Dwelliaglnspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462-1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue. Fort Pierce; FL. 34982 Phone:(772)462 2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 1815 Southwest Dr City / State / Zip: Fort Pierce, A 34947 Parcel #: 2406-501-0056-000/7 REVIEW COMMENTS 1 Owner(s): Elarge Mcmillon Sr / Virginia Mcmillon Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-4 Lot#: APPLICATION INFORMATION Permit Number: 1312-0292 Stories: Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Robert L Smith Business Name: Business Addr: City / State / Zip: Smith Homes Inc 2903 Industrial Ave 2 Ft Pierce, FI 34946 REVIEWS AND COMMENTS Review Type DOCUMENTS MISSING 12/27/2013 Comment: 12/27/2013 Comment: 1/2/2014 Comment: 1/2/2014 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 1/8/2014 Comment: Comment: 1/8/2014 1/8/2014 Comment: 1/8/2014 Comment: Comment: 1/8/2014 1/8/2014 Comment: Block: 5 Automatic Sprinkler System? No Fax Number: 772-461-9282 Email: Smithhomes _4ol.Com Status Reviewed By Date Started Date Completed Date Released PENDING Dawn Milone 12/27/2013 NOTICE OF COMMENCEMENT VEG PERMIT NEEDED GENERAL CONTRACTOR, PLUMBING SUB CONTRACTOR AND MECHANICAL SUB CONTRACTOR ON HOLD, LICENSE IS REQUIRED TO BE UPDATED. MANUAL J AND ENERGY CALCS ARE NOT SIGNED BY CONTRACTOR. COMPLETE Dawn Milone 12/27/2013 12/27/2013 INCOMPLETE Joe Cicio 1/8/2014 BOTH SEALED SURVEYS MUST BE CERTIFIED TO CONTRACTOR OF RECORD [ SMITH HOMES INC ] NOT KEN DRUMMOND SUBMIT SECOND SIGNED, DATED AND SEALED SET OF TRUSS ENGINEERING CUT SHEETS ` BOTH SETS OF TRUSS CUT SHEETS MUST STATE THE CORRECT CUSTOMER [ SMITH HOMES INC ] NOT KEN DRUMMOND AND THE NAME, ADDRESS LICENSE # OF THE STRUCTURAL ENGINEER OF RECORD MUST BE COMPLETED BOTH SETS OF CUT SHEETS MUST BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD SUBMIT DUPLICATE TRUSS LAYOUTS FROM THE MANUFACTURER, REVIEWED AND APPROVED BY THE ENGINEER OF RECORD BOTH ENERGY CALCULATIONS MUST BE ORIGINAL FORMAT WITH ORIGINAL SIGNATURES BY PREPARER AND CONTRACTOR OF RECORD . CONTRACTOR TO SIGN PAGE 1 AND EPL CARDS MUST BE FILLED OUT ON 2 SETS SUBMIT DUPLICATE COMPLETED DUCT LAYOUTS' MUST BE LEGIBLE Planning &Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce,Fl— 34982 Phone:(772)462-2172 Fax:(772)462-6443 REVIEW COMMENTS e2 1/8/2014 Comment: PLANS SHOW A GARAGE WITH A BAY WINDOW AND NO OVERHEAD DOOR ??? Comment: ENGINEER TO FILL IN THE SHUTTER ATTACHMENT DETAIL ON THE PRODUCT REVIEW AFFIDAVITS ON 1/8/2014 PLANS 1/8/2014 Comment: SUBMIT A SIGNED AND SEALED SOIL TEST AS REQUIRED BY THE ENGINEER' THE ENGINEER HAS DESIGNED PLANS TO 2,500 P.S.F. MIN 1/8/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ZONING REVIEW COMPLETE Lydia Galbraith 1/2/2014 1/2/2014 1/2/2014 Comment: Lumber design values are in accordance ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek IV RE: 26018 - SW Drive Addition MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info Ifen lrummon Project Name: SW Drive Addition Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: Address: SW Drive City: Ft.Pierce State: FL d :acne . _d rasa and License # of Structu l Engi per of ite a�rd, If there is one, for the building. Name. Lice s Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MITek 20/20 7.4 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby cerfify that 1 am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date 1 IT6004389 12 I T6004390 I -CJ3 1 11 /6/013 1 13 _I T6004391 I -CJ5 1 11/6/013 1 14 I T6004392 I -EJ6 111/6/013 1 15 I T6004393 I -HJ6 111/6/013 1 16 I T6004394 1 A01 G 111 /61013 1 17 IT6004395 1 B01 111/6/013 1 18 IT6004396 I B02 111/6/013 1 19 I T6004397 I B03 111 /6/013 110 I T6004398 I B04 111/6/013 I'll _I T6004399 I B05 111 /6/013 1 112 I T6004400 I B06G 111 /6/013 113 I T6004401 I B07 111 /6/013 114 I T6004402 I B08 111/6/013 115 I T6004403 I B09G 111 /6/013 116 I T6004404 I V22A 1 11 /6/013 117 I T6004405 I V24A 1 11 /6/013 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. v``* pflU 1 N...v C���fi �.% • Z �.y STATE OF rttrntitttt FL Gent. 6&94- November 6,2013 Velez, Joaquin 1 of 1 �7i St. Lucie County Planning & Development Services Building & Code Regulations Division Residential Addition Checklist When you submit your building permit application for an addition (attached additions, garages, or other accessory buildings) to a single-family residence, duplex, triplex, RV or Mobile Home, you should use the following checklist to determine if your application submittal is complete. Only complete applications will be accepted for processing. TElV1 `W 15 MY M%ONTS ' z s +`ate^ . h.X Building Permit 1 A completely filled out building permit application must be Application submitted, including all required information and enclosed forms. The application must be signed by the applicant and notarized. Notice of 1 ✓ A recorded Notice of Commencement for all construction with Commencement a value exceeding $2,500 has to be submitted at time of building permit application. Construction Plans 2 sets All proposed construction must be accurately shown on the plans including, but not limited to: electrical wiring, plumbing, / heat/air-conditioning, gas piping, windows and doors. Both sets must be signed and sealed by a Florida registered engineer and include truss plans. All floor plans must be stamped by the Health Department, if a septic permit is required. Please contact the Code Compliance Division at 772-462-1553 for more information. Subcontractor Forms 1 e gh ^/ One subcontractor agreement with original signature is required for each subcontractor on the job. The building permit cannot be issued until 'it has been determined that all subcontractors are properly licensed and registered. The use of unlicensed contractors is strictly prohibited. Surveys 2 oun a eys are��e uue afor all b�uldingpermits-involving (Tprnnaty IIMMre-Wand for all accessory�tructures lh consiructio vn aYue'exceed g $1' 000 Thurveys must be s' ed/sealed by registered Fiarida surveyor. All eysrtmust e stam e e e t Depar ment . a. eptic errnis r ,;; ed lease_se o u vey req�i 6011 �sh" eet for specific arm x�equile�nents: Energy Calculation 2 of each.,. All forms must bear the original signature& of the creator and Forms the contractor. Manual J's /l Wind Load Calculation 2 It must be signed/sealed by a Florida registered engineer. Form a ;` I y7 g," % 577- i 1 } Cb NTH M� „a.. Y.-�` Filled Lands Affidavit 1 This form is required for all construction, except for interior renovation. It must bear the original notarized signature of the property owner. This affidavit serves to notify the property owner of their responsibility not to adversely impact their neighbor's properties with storm water drainage and runoff. Products Review 2 The Engineer of Record must certify all components listed on Affidavit the product affidavit per the submitted plans. To be accepted for review this affidavit must be completely filled out and signed and sealed. The actual design pressures must be noted on the sealed drawings for each component opening. County Health 2 If you are planning to use or expand an existing septic tank, or Department Septic if you are installing a new septic tank, or if you are adding Tank Permit living area, you must first obtain Health Department approval for the system. All surveys and the construction plans must bear the original Health Department approval stamp. Recorded Warranty 1 If the property has been purchased within the last six months, Deed the Property Appraiser records may not be up'to date. In this case we must see a recorded warranty deed in your name to verify ownership. Owner/Builder 1 When the application is applied for under the owner/builder - Affidavit - provisions ofC-hapter-489:103(7), F.S,-the-applicant for --this building permit must personally appear before our building permit technicians to sign the affidavit. Vegetation Removal 1 Applies to all residential properties. A completely filled out Permit vegetation removal application must be submitted -with the building permit application. A specific plan for tree removal and preservation is required. Please include a copy of the survey or plot plan if applicable. For more information please contact the Environment Resources Department at 772-462- 2526. Flood Elevation 2 If your property is located within a designated flood zone and Certificate your addition exceeds 50% of the total value of your house, you are required to file an original flood elevation certificate, signed and sealed by a Florida registered surveyor. Notes: * Additional information beyond that contained in above checklist may be required in order to ensure a complete review of your building permit application. * All impact fees will have to be paid at the time of permit issuance. * You are required to call for all inspections as indicated on your building permit and for a final inspection. We will attempt to schedule the inspection for the next business day. * If you have any questions, you are encouraged to ask our staff in the Code Compliance Division. Please call 772-462-1553 for further information. Rev. 03/ 15/2011 Planning 4 Development Services Building & Code,kegulation Division 2300 Virginia Avenue Fort Pierce, FL: 34982 Phone:(772)462-2172 Fax:(772. )462-6".3 January 08, 2014 VIRGINIA MCMILLON 1815 SOUTHWEST DR FORT PIERCE, FL 34947-1682 .;W COMMENTS FOR OWNER RECEIVED JAN 2 s2oo Page 1 of 2 RE: Building Permit Number 1312-0292 As of today's date your Contractor is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. We have asked that these issues be dealt with as quickly as possible so that we are able to continue to process this permit in a This information is being shared with you so you are aware of the status of your permit. PROPERTY INFORMATION 1815 SOUTHWEST DR FORT PIERCE, FL 34947 •1r = APPLICATION INFORMATION Permit Number: 1312-0292 Permit Type: BUILDING (MISCELLANEOUS) REVIEWS AND COMMENTS Review Type Status FRONT COUNTER REVIEW COMPLETE Comment: DOCUMENTS MISSING PENDING 12/27/2013 2:14:16 PM Comment: 12/27/2013 2:14:16 PM Comment: 1/2/2014 4:04:40 PM Comment: 1/2/2014 4:05:46 PM Comment: ZONING REVIEW COMPLETE Comment: CONTRACTOR INFORMATION 8172 SMITH HOMES INC ROBERT L SMITH 2903 INDUSTRIAL AVE 2 FT PIERCE, FL 34946 Stories: 1 Reviewed By Date Started Date Completed Date Released DAWN MILONE 12/27/2013 DAWN MILONE 12/27/2013 NOTICE OF COMMENCEMENT P�EG PERMIT NEEDED GENERAL CONTRACTOR, PLUMBING SUB CONTRACTOR AND MECHANICAL SUB CONTRACTOR ON HOLD, LICENSE IS REQUIRED TO BE UPDATED. JA�ANUAL J AND ENERGY CALCS ARE NOT SIGNED BY CONTRACTOR. LYDIA GALBRAITH 1/2/2014 1/2/2014 12/27/2013 Wednesday, January 08, 2014 4:17 PM Planninq&Developin#nt96ryic#s REVIEW COMMENTS FOR OWNER Building & Code Regulatiari D(vision 230010rginia Avenue FcrPi#rte FL>34982 t Phone:(772)462-2172..Faz:{7721462-6"3 Page 2 of 2 PLANS EXAMINER REVIEW INCOMPLETE JJO�OE CICIO 1/8/2014 1/2/2014 1/8/2014 2:31:12 PM Comment: vgUTH SEALED SURVEYS MUST BE CERTIFIED TO CONTRACTOR OF RECORD [ SMITH HOMES INC ] NOT KEN DRUMMOND 1/8/2014 2:34:38 PM Comment: SUBMIT SECOND SIGNED, DATED AND SEALED SET OF TRUSS ENGINEERING GUT SHEETS* BOTH SETS OF TRUSS CUT SHEETS MUST STATE THE CORRECT CUSTOMER [ SMITH HOMES INC ] NOT KEN DRUMMOND AND THE NAME, ADDRESS LICENSE # OF THE STRUCTURAL ENGINEER OF RECORD MUST BE COMPLETED 1/8/2014 2:35:35 PM Comment: BOTH SETS OF CUT SHEETS MUST BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD 1/8/2014 2:36:21 PM Comment: SUBMIT DUPLICATE TRUSS LAYOUTS FROM THE MANUFACTURER, REVIEWED AND APPROVED BY THE ENGINEER OF RECORD 1/8/2014 3:01:48 PM Comment: BOTH ENERGY CALCULATIONS MUST BE ORIGINAL FORMAT WITH ORIGINAL SIGNATURES BY PREPARER AND CONTRACTOR OF RECORD *-CONTRACTOR TO SIGN PAGE 1 AND EPL CARDS MUST BE FILLED OUT ON 2 SETS 1/8/2014 3:04:10 PM Comment: SUBMIT DUPLICATE COMPLETED DUCTLAYOUTS *MUST BE LEGIBLE 1/8/2014 3:41:39 PM Comment: VLANS SHOW A GARAGE WITH A BAY WINDOW AND NO OVERHEAD DOOR ??? 1/8/2014 3:44:54 PM Comment: ttNGINEER TO FILL IN THE SHUTTER ATTACHMENT DETAIL ON THE PRODUCT REVIEW . AFFIDAVITS ON PLANS comment: HAS DESIGNED PLANS TO 2,500 P.S.F..MIN 1/8/2014 4:12:00 PM Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE y Wednesday, January 08, 2014 4:17 PM . .. .. . 1. Building Details Parcel ID: 2406-501-0056-000-7 Card Number: 1 Account Number: 19404 10 , ] I 10, USA code .:. Description :Area '-Perimeter BAS- BASE 1350 154 AREA ' OPAA-... Open' . Porch 70 38 Attached Average USA-, ' " Utility 100 ' '40 - Shetl .. Average, OPAa o http:%/www.paslc.org/paslc/basearea.asp?sketch=\19000\404001.jpg&account=1.9404&card=l &parcel=240.',. 1/8/2014 . PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 FILE Phone (772) 785 - 9888 1 Email pwelchinc@aol.com February 11, 2014 Re: McMillion Addition 1815 Southwest Dr. Fort Pierce, FL 34947 Permit # 1312-0292 To Whom It May Concern: Required soil dry density for the above mentioned address shall be not less than 90 percent as per FBC 1804.5 Exception.. Compacted fill material 12 inches (305 mm) in depth or less need not comply with an - approved report, provided the in -place dry density is not less than 90 percent of the maximum dry density at optimum moisture content determined in accordance with ASTM D 1557. The compaction shall be verified by special inspection in accordance with Section 1704.7. Thank you for your attention to this matter. Submitted by: PAUL WELCH INC. Paul, Welch, P.E. Reg. No 29945 PW:pj ; -';' • Mission: Rick Scott Governor To protect, promote & improve the health of all people in Florida through integrated John H. Armstrong, MD, FACS state, county & community efforts. HEALTH State Surgeon General & Secretary Vision: To be the Healthiest State in the Nation November 05, 2013 Robert Kehrberg (Drainmaster, Inc) 2195 N Kings Highway Fort Pierce, FL 34951 RE: Contingency Letter Application Document No: AP1125466 Centrax Permit Number: 56-SF-1504059 OSTDS Number: 1812 Southwest Dr Fort Pierce, FL 34945 Lot: Block:5 Subdivision: 'F�'LE COPY This will acknowledge receipt of an application dated 11/04/2013 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at (772) 873-4931. Sincerely, Andrew Gatewood, Enviroo meet S Specialist II Enclosures cc: Florida Department of Health www.FloridasHealth.com in ST. LUCIE COUNTY TWITTER:HealthyFLA 5150 NW Milner Dr, Port Saint Lucie, FL 34983 FACEBOOK:FLDepartmentofHealth PHONE: (772) 873-4931 . FAX: (772) 873-4893 YOUTUBE: fldoh 'O� `g .� °• STATE OF FLORIDA � , :. v•n` DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM ~ EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION M% 4 APPLICANT: / t�" 1.!2� f 1 v ri 11n jnllt Cam\ C - ! .�o L.I P CONTRACTOR / AGENT: �'�� r� �(aV )� C/� 1 PERMIT # LOT: BLOCK: SUBDIV: ID#: TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. --------------------------- ____ --------------^ 'ram{'' f ---- -------- EXISTING TANK INA 1TIO 6 Ov x W [ J1097 l GALLONS SEPTIC TANK/GPD ATU LEGEND: IA MATERIAL: lri�l-' BAFFLED �[Y)/ N] [ l GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED:[Y / N] ( ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [ ] GALLONS DOSING TANK LEGEND:' MATERIAL: # PUMPS: [ f�i(;'•� ] I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON 3 BY of I v\ HAVE THE VOLUIVS SPECIFIED AS DETERMINED BY [ DI FILLING / LEGEND ], ARE FREE OF OBSERVABLE DEFECTSRLEAKS, AND HAVE A [ SOLIDS DE LECTION DEVICE / OUTLET FILTER DEVICE ] INSTALLED. - ja-6 fi g G aTURE F ICENSED CONTRACTOR BUSINESS NAME DATE EXISTING DRAINFIELD INFORMATION [ f SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [-J ] DIMENSIONS: �) X� [ ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: W X TYPE OF SYSTEM: STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: ] TRENCH [ ] BED [ ] DESIGN: [] HEADER [ ] D-BOX �'] GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE INCHES [ ABOVE (BELOW] SYSTEM FAILURE AND REPAIR INFORMATION [ ('1. ] SYSTEM INSTALLATION DATE TYPE OF WASTE t<_] DOMESTIC [ ] COMMERCIAL; L ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER ['�] TABLE 1, 64E-6, FAC. SITE [ ] DRAINAGE STRUCTURES [ ] POOL [ ] PATIO / DECK [ ] PARKING 2. CONDITIONS: [ ] SLOPING PROPERTY [ ] NATURE OF [ ] HYDRAULIC OVERLOAD [ ] SOILS [ ] MAINTENANCE [ 14SYSTEM DAMAGE FAILURE: [ ] DRAINAGE / RUN OFF [ ] ROOTS [ ] WATER TABLE [ ] FAILURE [ ] SEWAGE ON GROUND [ ] TANK [ ] D BOX/HEADER [ ] DRAINFIELD SYMPTOM: [ ] PLUMBING BACKUP [ ] 'REMARKS/ADDITIONAL CRITERIA SUBMITTED BY: ,�t, TITLE/LICENSE r7 CJ:1-- /-7 DATE: -0 , 20) DH 4015, 08/09 (Obsolete revious editions which may not be used) Incorporated 64E-6.001, FAC Page 4 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR CONSTRUCTION PERMIT Permit Application Number •.- 77 .. block -. sents10 feet • �� _ ■■■■■■■■■■■■■■!■■4101 N 000■■■■■■■■ ; ■■■■■■■■■■■■tom■■■■■��■■■■■■■■■■■,. Notes Site Plan submitted by: Plan Approved By Not Approved Date County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC (Stock Number: 5744-002-4015-6) Page 2 of 4 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 26018 - 26018 Smith homes inc SW Drive Addition Site Information: Customer Info: Smith Homes Inc. Project Name: SW Drive Addition Model: Lot/Block: Subdivision: Address: SW Drive City: Ft.Pierce State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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 7.4 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 17 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. o. ea Date 11 IT6115492 —CJ1 1/17/014 12 I T6115493 I -CJ3 1 /17/014 13 I T6115494 I -CJ5 1 /171014 I 14 I T6115495 I —EJ6 11 /17/014 I 15 I T6115496 I -HJ6 11/17/014 I 16 I T6115497 I A01 G 11/17/014 I 17 I T6115498 I B01 I 1 /17/014 18 IT6115499 I B02 11/17/014 19 I T6115500 I B03 11/17/014 I 110 I T6115501 I B04 11/17/014 Ill I T6115502 I B05 11/17/014 112 IT6115503 IB06G 11/17/014I 113 I T6115504 I B07 11/17/014 I 114 IT6115505 I B08 11/17/014 115 I T6115506 I B09G 11 /171014 116 I T6115507 I V22A 11/17/014 117 I T6115508 I V24A 11 /17/014 I The truss drawing(s) referenced above'. have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. a N 2rg Z>C UiXW N U W W'- *--1 JHa:Vu_ 3wR�U4 7-4 ca �w�t=a- a.Ir i J Mla.� J a ,,BPS A�� A �,�•rO•�,\c E NS�:••;9iL��o 0 39 0 :r-r� O' STATE OF :�441 .,OSSI� N A1- ��.�`. �nnn FL Cert. 6634 January 17,2014 Albani, Thomas 1 of 1 Job Tnlss Truss Type City Ply 26018 Smith homes Inc SW Drive Addition 54 T61192 26018 ^CJ1 JACK -OPEN 4 1 Job Reference (ootionall Fast Coast Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:20 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyM ErA-m64_gbyBOTS3sBAW6ANs6zl gKLXzmd3la2okFkzuRRL 2-0-0 - 1-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.41 TCDL 7.0 Lumber Increase 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES W3 0.00 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=234/0-3-8 (min. 0-1-8), 3=-19/Mechanical, 6=37/Mechanical Max Harz 2=58(LC 8) Max Uplift2=233(LC 8), 3=-19(LC 1), 6=-37(LC 1) Max Grav 2=234(LC 1), 3=20(LC 8), 6=44(LC 8) Scale = 1:6.9 0. -3 0. 0.11-3 0-0.1 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(TL) 0.00 7 >999 180 Horz(TL) 0.00 2 n/a n/a etg 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 - FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. ,V`I I IIIIII1 111, cked for a plus or minus degree rotation about its center. 3) Plates 4) This truss ehas been designed for a 010. psf bottom chord live load nonconcurrent with any other live loads. ��P`S A • q �� �Jj 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 will [�\, •' • • we ��� ri E N S''.qj� fit between the bottom chord and any other members. ,�� ••' �\ 6) Refer to girder(s) for truss to truss connections. 39380� ':- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 2, 19 lb uplift at joint 3 and 37 lb uplift at joint 6. NO - * / " 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. :•t _- `W. LOAD CASE(S) Standard _.:-��("_---- �U l ATE :X\ .,ASS i0 N A t��,%% FL Cert. 6634 January 17,2014 WARNING - Verify design parameters and READ NOTES ON7HIS AND INCLUDED MITEKKRFERER'CE PAGE 161-7473 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 responsibility of building designer - not truss designer. Bracing shove is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek erector. Additional permanent bracing of the overall structure is the responsbirity 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. Sale Intormatlon available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 1r4. Tampa, FL 33610-4115 I15au the rnPineISPIIumbefisspecified, tin edesignvaluesarethose efiective06 01,2013byAMC Job Truss Truss Type Qly Ply 2611 Smith homes inc SW Drive Addition T6115493 1 26018 -CJ3 JACK -OPEN 4 1 ob efe a ce footionah East Coast Truss, Fort Pierce, FL 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:21 2014 Page 1 ID:Zdctd44P E01 g6xzzbm7gyMyMErA-EJeM1 xzpBnawU Lligtu5fBa?4lsBV4JupiXHnAzuRRK 2-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.41 TCDL 7.0 Lumber Increase 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=236/0-3-8 (min. 0-1-8), 3=49/Mechanical, 6=13/Mechanical 3-ao 1_r�n DEFL in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.00 9 >999 240 MT20 244/190 Vert(TL) -0.00 6-9 >999 180 Horz(TL) -0.00 2 n/a We 12lb Scale = 1:10.3 FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz 2=84(LC 8) Max Uplift2=-218(LC 8), 3=-37(LC 8), 6=-26(LC 5) Max Grav 2=236(LC 1), 3=49(LC 1), 6=36(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. I fill 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,����� s A 5) • This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� __ nn p 11 •EN• ••• fit between the bottom chord and any other members.0\V •......... C' S'� •. "�� �i� 6) Refer to girder(s) for truss to truss connections. ,�� .�` •' �\ '� • - �•; i 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 2, 37 lb uplift at joint 3 ; and 26 lb uplift at joint 6. 8 "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. FZ 0 3 98 8 - �� - ''" � s • /fo r LOAD CASE(S) Standard TAT E O FL Cert. 6634 January 17,2014 & WARMING • VeH y design parameters and P-110 NOTES ON77IIS AND INCLUDED MTEKREFERENCE PAGE NIII.7473 BEFORE USE. Design valid for use only with M1ek 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 responsibllity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 14. If SouthernPine�SP�iumberisspecified,thedes ignvaluesarethoseefiective06 01,r2013byAL5C Tampa, FL33610-4115 Job Truss Truss Type Qty Ply 26018 Smith homes inc SW Drive Addition T6115494 26018 -CJ5 JACK -OPEN 4 1 Job Reference (ootional) Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:21 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyMErA-EJeM1 xzpBnawULligtu5fBa?41pvV4JupiXHnAzuRRK 2-0-0 5-0-0 CS 6 Scale = 1:14.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.03 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.03 6-9 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC201 0/TP 12007 (Matrix-M) Weight: 19 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=30410-3-8 (min. 0-1-8), 3=95/Mechanical, 6=27/Mechanical Max Horz 2=111(LC 8) Max Uplift2=-273(LC 8), 3=-71(LC 8), 6=-45(LC 5) Max Grav 2=304(LC 1), 3=95(LC 1), 6=60(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=298/254 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at joint 2, 71 lb uplift at joint 3 and 45 lb uplift at joint 6. 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 January 17,2014 WARNM - Verify design parameters and READ NOTES ON THIS AND INCLUDED IrS3 TEKREFER&WE RAGE h4tt-7473 BEFORE USE. Design valid for use any with Wek 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 MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. ItSuuthernfrine�SP�lumber isspecified, the design value>are thoseefiective06 O1,r2013byA15C Tampa, FL3361D-4115 Job Truss Truss Type Qty Ply 26018 Smith homes Inc SW Drive Addilion T6115495 26018 -EJ6 JACK -OPEN 8 1 o e e tonal East Coast Truss, Fart Pierce, FL. 34946 7.510 s Jan 13 2014 MTek Industries, Inc. Fri Jan 17 14:23:22 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyMErA-iVCIFH_Rx5in5VJvDbPKBO78j88cEXZ1 I MHrKczuRRJ i -2-0-0 5-10-8 2-.0 5-10-8 r Scale = 1:15.8 LOADING (psf) 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 FBC2010/TP12007 CSI TC 0.48 BC 0.30 WB 0.00 (Matrix-M) DEFL in (loc) Vdefl Ud Vert(LL) 0.06 4-7 >999 240 Vert(TL) -0.06 4-7 >999 180 Horz(TL) -0.00 2 Na n/a PLATES GRIP MT20 244/190 Weight: 21 lb FT = O% LUMBER BRACING ' TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD 2x4 SP No.3 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 (Ib/size) 3=113/Mechanical, 2=340/0-5-8 (min. 0-1-8), 4=30/Mechanical Max Horz 2=122(LC 8) Max Uplift3=-80(LC 8), 2=302(1_C 8), 4=54(LC 8) Max Grav 3=113(LC 1), 2=340(LC 1), 4=66(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=360/381 BOT CHORD 2-4=461/402 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the till 111111 j responsibility of the fabricator to increase plate sizes to account for these factors. Cj p1. 1 �,� 3) Plates checked for a plus or minus 0 degree rotation about its center. ♦��� ♦ P q nn • • �v ��i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦ Q� •' •� �� •\ C' E N,3 �` 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) Refer to girder(s) for truss to truss connections. rv0 39380N.--�- ;; 41 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 3, 302 lb uplift at joint 2 * • /r • and 54 lb uplift at joint 4. 1 m"` y� f ;�- _ 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 FL Cert. 6634 January 17,2014 AWARNING . Verify design paramefers, and READ NOiES ON THIS AND INCLUDED &IITEKREFERENCE PAGE DDI-7473 BEPOP.E 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 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 B the responsibility of the NiiTe k` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ai able from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria. VA 14. Tampa, FL 33610-4115 If SouthernPineTSPlumberisspecified,thedesignvaluesarethoseeffective06 01/2013byALSC Job Truss Truss Type Qty Ply 26018 Smith homes Inc SW Drive Addition T6115496 26018 -HJ6 DIAGONAL HIP GIRDER 2 1 o ee ce o do a East Coast Truss, Fort Pierce, FL. 34946 2-9-15 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:22 2014 Page 1 ID:Zdcld44PE01 g6xzzbm7gyMyMErA-NCIFH_Rx5in5VJVDbPKBO77Q8ALEWc11 MHrKczuRRJ 4-6-7 8.2-15 4-67 3-8-8 Scale = 1:21.1 2x4 I I 4 8-2-6 15 4-8-7 3-7-15 0_119 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.02 8 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.02 8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) -0.01 7 n/a n/a a nx- Weight: 38 lb FT = 0% ' LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=417/0-4-9 (min. 0-1-8), 7=345/0-3-3 (min. 0-1-8) Max Harz 2=11O(LC 5) Max Uplift2=397(1_13 8), 7=-327(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-475/420, 3-12=-439/423 BOT CHORD 2-14=-462/485, 8-14=-462/442, 8-15=462/442, 7-15=462/442 WEBS 3-7=418/421 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L 24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right V111111111111111 exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. �� 11 A q ��i �8 ��i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� �\�' •' • C' 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. • i- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 lb uplift at joint 2 and 327 lb uplift at : h�.0 39380 * : � joint 7. 6) "Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 52 lb up at 4-1-14, _• 50 lb down and 52 lb up at 4-1-14, and 66 lb down and 86 lb up at 6-11-13, and 66 lb down and B6 lb up at 6-11-13 on top chord, and .cj�,�. c 8 TAT E b-P:- . -. 1JJ . 71 lb down and 47 lb up at 1-3-15, 71 lb down and 47 lb up at 1-3-15, 6 lb down and 6 Ib up at 4-1-14, 6 lb down and 6 lb up at 4-1-14, ; O and 30 Ib down and 25 lb up at 6-11-13, and 30 lb down and 25 lb up at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ,� •, ,C ��� ••. L 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 0 R X s • • .. Q IO N A- LOAD CASE(S) Standard 1 11 Dead + Roof Llve (balanced). Lumber Increase=1.25, Plate Increase— .zu Uniform Loads (plf) Vert: 114=54, 4-5=-54, 6-9=-10 FL Cert. 6634 January 17,2014 WARNING - Verify design pm-amefem and READ NOTES ON THIS AND INCLUDED D97TEKPP_PERF_WE PAGE I&I.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 72314. Tampa, FL 33610d115 If Southern Pine�SP� lumber is specified, the design value3 are those effective 06I0112013 byALSC Job Truss Truss Type city Ply 26018 Smith homes inc SW Drive Addition T6115496 26018 -HJ6 DIAGONAL HIP GIRDER 2 1 Job fee e o to al East Coast Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:23 2014 Page 2 ID:Zdctd44P E01 g6xzzbm7gyMyMErA-Ahm7Sd_3iOgejfu5nlxZkcflAYWazzsBG000s3zuRRl LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=33(F=17, 13=17) 12=10(F=5, B=5) 13=-82(F=-41, B=-41) 14=-7(F=-3, 13=3) 15=34(F=-17, B=-17) `0P 1cJ111�1� l / q \ GE : O 7AT E� (TF _ �LIJ �' �• �� O R FL Cert. 6634 January 17,2014 A WARWNG - Verify design parameters and READ NO MS ON INIS RAID INCLUDED 347TEFt REFERENCE PAGEAM-7473 BEFORE USE. Design valid for use only with M1ek 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 Mil is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibill ty of the M iTe k` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safe y Information va able from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, )A 14. H So uthern Pine�SP� lumber isspecified, the designvalues are those effective 0fi 01i2013by ALSO Tampa, FL 33610-4115 Job Truss Truss Type City Ply 26018 Smith homes incSW Drive Addition T6115497 1 26018 AO1G Half Hip Girder 1 Job Reference (optional) oax wax nuaa, run r,ei �..r.�o - n i r w:<s:er cum rage � ID:Zdctd44PE01g6xzzbm7gyMyMErA-2T?el?lamdK4CGCSOB'? Sq_W9hbvefmBd_c?gzuRRE i -2-0.0 , 3414 6-0.0 9-8-4 ,11.4-0 i13312 , 1fr0.8 16-9-4 22-0.5 25-1-4 , 27-4-0 28-4-12 31-7-6 347-4 38-38 2-0.0 34-14 2-7-2 38-4 1-7-12 1-11-12 2-8-12 2-8-12 331 3-0-15 2-2-12 1-0.12 32-10 2-11-14 38-4 4.00 12 5x8 = 3x6 2x4 zz- 4 33 5 zx4 II 2x4 I I 3x8 = 3x6 = 3x8 = 3x4 = 2x4 11 3x6 =3x4 = 6 34 7 8 9 10 35 11 12 3613 14 Scale = 1:69.5 3x4 = 4x8 = 15 16 37 30 38 29 28 27 39 26 40 25 41 24 23 42 22 21 43 20 `4 45 19 46 47 18 48 17 6,6 = 4x4 = 2x4 11 3x6 I I 6x6 = 7x10 = 3x4 I I 4x6 = 4x8 = 4x10 = 4x4 = 640 = 7x10 = 4x8 = 4xB = 3-4-14-8-4 13312 16-0.8 18-9-0 22- 1 �37-0 25-1-4 28-4-12 31-7-6 347-4 38-38 3-414 2-7-2 38-4 37-8 2-8-12 2-8-12 331 1-611 1-&-4 338 32-10 2-11-14 38-4 Plate Offsets (X.Y): f2:0-3-0.0-1-51.f4:0-5-4.0-2-81 f18:0-3-0.0-3-121 f20:O-5-0 0-4-41,[22:0-3-0 0-4-81 f23:0-4-8.0-1-81 f27:0-5-0 0 441 f30:0-3-0 0-4-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.12 30-32 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.21 30-32 >765 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(TL) 0.05 17 n/a n/a Weight: = o LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 cc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 1 G-0-0 cc bracing, Except: 16-17: 2x8 SP No.2, 6-27,9-25,12-20: 2x6 SP No.2 6-0-0 cc bracing: 26-27,25-26. REACTIONS All bearings 0-3-8 except (jt=length) 27=0-3-15 (input: 0-3-8), 20=0-4-0 (input: 0-3-8), 17=0-9-0, 2=0-5-8. (lb) - Max Horz 2=114(LC 5) Max Uplift All uplift 100 lbor less at joint(s) except 17=1364(1-C 5), 2=1072(LC 8), 27=2911(LC 8), 25=1750(LC 8), 20=2913(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 17=2767(LC 1), 2=2252(LC 25), 27=6638(LC 25), 25=4150(LC 26), 20=6803(LC 26) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5512/2437, 3-4=-4788/2211, 4-33=-2240/1040, 5-33=2240/1040, 5-34=-1377/3141, 6-34=-1377/3141, 6-7=1377/3141, 7-8=-655/1532, 8-9=655/1532, 9-10=655/1532, 10-35=-1309/570,11-35=-1309/570,11-36=798/1852,12-36=-798/1852, 12-13=-798/1852,13-14=798/1852,14-15=1860/807,15-16=-2798/1210, 16-17=-1578/695 BOT CHORD 2-37=2278/5123, 30-37=2278/5123, 30-38=2138/4736, 29-38=-2138/4736, 28-29=982/2246, 27-28=982/2246, 27-39=-1637/767, 26-39=1637/767, �42=616/1454, ,q •�0 ,, G N 23 24= 616 1454, 23 42= 666 1454, 22371767, 22�3=569/1308, S =C 21-43=569/1308, 21-44=569/1308, 20-44=-569/1308, 20-45=-816/1857, �� ��'••\ -'.? -!- 19-45=816/1857, 19-46=-1209/2790, 46-47=1209/2790, 18-47=1209/2790 n,• �i r�o 39 WEBS 3 30=654/278, 4 30=1217/2703, 6-27=-291/157, 12-20=279/151, 5 29=1202/2777, �� ~380 4, ,•,. 4-29=2826/1317, 5-27=-6096/2745, 7-26=-417/1001, 7-27=1847/830, 7-25=-272/429, 10-23=-718/1763, 11-22=-720/1772, 10-25=-3452/1481, 11-20=-3650/1564, f� 15-18=-221/496, 14-19=883/2151, 14-20=-4315/1851, 16-18=1262/2946, 15-19=-1121/481Al •��/, E C) Fes. NOTES •��,�� •('� ' 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: R •' �/ S• • • • • •• • Top chords connected as follows: 2x4 - 1 row at G-9-0 cc, - 2 rows staggered at 0-9-0 cc. 2x8 ��l) �``%% /// j0 N A, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. `,0% Webs connected as follows: 2x4 - 1 row at G-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply tc ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; FL Cert. 6634 Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 January 17,2014 ® WARNING - VeHfy design parameters and READ NOTES ON THIS AND INCLUDED b97TEKREFERENCE PAGE DHI.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 responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vall!able from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 2314. I1SouthernPine�SP} lumber isspecified, the design valuesare those effective06 0112013byALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 26018 Smith homes Inc SW Drive Addition T6115497 26018 AO1G Half Hip Girder 1 Job Reference footionall east coast i toss, ron tierce, rL. ovuvo 7.51D s Jan 13 2014 MiTek Industries, Inc. Fn Jan 17 14:23:27 2014 Page 2 ID:Zdctd44PE01 g6xzzbm7gyMyM ErA-2T?el?l am dK4CGCs08?VuSq_W9hbvefmBd_c?gzuRRE NOTES 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • 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. 8) WARNING: Required bearing size at joint(s) 27, 20 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1364 lb uplift at joint 17, 1072 lb uplift at joint 2, 2911 lb uplift at joint 27, 1750 lb uplift at joint 25 and 2913 lb uplift at joint 20. 10) Girder carries tie-in span(s): 27-0-0 from 2-0-0 to 38-3-8 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be.provided sufficient to support concentrated load(s) 331 Ib down and 295 lb up at 5-11-4, 180 lb down and 102 lb up at 7-11-4, 191 lb down and 108 lb up at 9-11-4, 159 lb down and 95 lb up at 11-11-4, 367 lb down and 175 lb up at 13-11-4, 367 Ib down and 175 lb up at 15-11-4, 367 lb down and 175 lb up at 17-11-4, 367 lb down and 175 lb up at 19-11-4, 367 lb down and 175 lb up at 21-11-4, 367 lb down and 175 lb up at 23-11-4, 367 lb down and 175 lb up at 25-11-4, 367 lb down and 175 lb up at 27-11-4, 367 lb down and 175 lb up at 29-11-4, 367 lb down and 175 lb up at 31-11-4, 367 lb down and 175 lb up at 33-11-4, and 367 lb down and 175 lb up at 35-11-4, and 366 lb down and 340 lb up at 37-11-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-16=-54, 2-37=10, 17-37=-405(8=-395) Concentrated Loads (lb) Vert: 17=366(B) 28=159(B) 30=331(B) 29=191(B) 26=367(B) 23=367(B) 38=180(B) 39=367(B) 40=367(1]1) 41=367(1]1) 42=367(B) 43=367(B) 44=367(1]1) 45=367(81) 46=367(B) 47=367(B) 48=367(B) `BPS i A " it����'' "v'o 39380-' 'TAT E �a.. 110 i'�.#4r5 '0 N A� �%%`\% FL Cert. 6634 January 17,2014 ® LVARAUNG - Verify design pmrarridem all d READ NOTES ON THIS AND INCLUDED Mt rEtf REFEREN,-E pAGE Of. 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information va able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 14. Tampa, FL 33610-0115 IfSauthernRtne�SF lumber is>pecified,the design values are thoseeffective46 0112023byALSC Job Truss Truss Type Qty Ply 26018 Smith homes inc SW Drive Addition T6115498 26018 1301 Jack -Closed 12 1 Job efe e o 'o al East Coast Truss, Fort Pierce, FL 34946 7.510 is Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:28 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyM ErA-XfZOVK2CXxSwpQn3annRfN81 ZBteCHwQHk9XGzuRRD i -2-0-0 6-0.0 r _ 12-6-0 2-0-0 6-0-0 6-6-0 Scale = 1:25.1 0.25 12 61 1 4x4 = 3x4 = 4 i 6-0-0 12-6-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.62 TCDL 7.0 Lumber Increase 1.25 BC 0.31 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 BCDL 5.0 Code FBC20101TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=524/0-5-8 (min. 0-1-8), 5=377/Mechanical Max Horz 2=130(LC 8) Max Uplift2=279(LC 8), 5=165(1-C 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=686/239, 3-4=-604/249 BOT CHORD 2-6=261/610 WEBS 4-5=351/179, 4-6=266/635 DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.05 5-6 >999 240 MT20 244/190 Vert(TL) -0.10 5-6 >999 180 Horz(TL) 0.01 5 n/a n/a Weight: 56 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-4 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 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) Refer to girder(s) for truss1to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2 and 165 lb uplift at joint 5. 9) "Semkrigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �� O .•'GEN3. �9 �� •-(j ��. TAT E O T--- • N A� FL Cert. 6634 January 17,2014 ® WARNING - Verify design pararrreters and READ NOTES ON THIS AND INCLUDED AH i'EK REPBREIICE PAGE MII-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shovm, 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 shovm is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy, of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information voi able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 231r4. Tampa, FL 33610-4115 If S outhe rn Pine�SP_lumber is specified, the design va lu es a re those efie ctive 06 101r 2013 by A LSC Truss Truss Type Qty Ply 26018 Smith homes Inc SW Drive AdditionT6115499 kJob 018 B02 HALF HIP 1 1 Job Reference (ootionall 2-0-0 Y rage i ID:Zdctd44MyM PE01g6xzzbm7gyErA-?r70j" 3; lEanRaMF8Z2z_tvNazYcNhy3exTi3izuRRC 6-0-0 11-10-8 12-6 0 6-0-0 5-10-8 Scale = 1:25.5 0.25 12 5x5 = 4x8 = 2x4 I I 4 5 5-10-12 li, 11 11-1D-e 17-GD 116-12 0 1-a sloe oa-e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.04 9-12 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.05 7-9 >999 180 BCLL 0.0 Rep Stress Iner YES WB 0.09 Horz(TL) -0.00 2 n/a n/a a nx- elg = o LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 6=169/Mechanical, 2=28910-3-8 (min. 0-1-8), 9=443/0-5-8 (min. 0-1-8) Max Horz 2=125(LC 5) Max Uplift6=85(LC 5), 2=-291(LC 8), 9=252(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=212/292 BOT CHORD 2-9=389/238 WEBS 3-9=325/190 NOTES 1) Wind: ASCE 7�10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; >l l 11111/,, Lumber DOL=1.60 plate grip DOL=1.60 S A. 2) Provide adequate drainage to prevent water ponding. ♦♦♦♦ ♦ a n p. q n ° ° ° ° • • �v ��j 3) Plates checked for a plus or minus 0 degree rotation about its center. ♦♦` Q\v` •' ° • C' ENS • °'. q 'i 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 6, 291 lb uplift at joint 2 and 252 lb uplift at joint 9. "Semi "� 8) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • AT LOAD CASE(S) Standard FL Cert. 6634 January 17,2014 WARNING - Verrfy design parameters aad READ NOTES ON THIS AND INCLUDED lrlf=k8FEREIKE PAGE b4fl-7473 BEFORE USE. Design valid for use only with Wek connectors. This design is based only upon parameters shown, and is for an individual building component. N� 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 WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing" consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information voi able from Truss Plate Institute, 781 N. Lee Street" Suite 312. Alexandria, VA 231r4. Tampa, FL 33610-4115 1f5authernPine�fiplumber isspetified, the designvaluesarethoseeifective46 01+2023byALSC Job Truss Truss Type Qty, Ply 26018 Smith homes Inc SW Drive Addition T6115500 26018 B03 HALF HIP 1 1 _ Job Reference (optional) East Coast Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:29 2014 Page 1 ID:Zdctd44PE01g6xzzbm7gyMyMErA-?r7Ojg3glEanRaMF8Z2z tvLpzXsNdl3exTi3izuRRC -2-0-0 6-0-0 11-10-8 12-6-0 2-40 B-0-0 5-10-8 0-7-8 0.25 12 4x4 = Scale = 1:25.5 4x8 = 3x4 I I 4 5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES CSI TC 0.49 BC 0.26 WB 0.32 DEFL in Vert(LL) 0.08 Vert(TL) -0.07 Horz(TL) 0.01 (loc) I/defl L/d 7-8 >999 240 7-8 >999 180 6 n/a n/a PLATES GRIP MT20 2441190 o e a nx-Weight: = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 6=376/Mechanical, 2=525/0-5-8 (min. 0-1-8) Max Horz 2=125(LC 5) Max Uplift6=-330(LC 8), 2=-474(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=678/565, 3-4=-595/566 BOT CHORD 2-8=496/600 WEBS 4-8=478/538 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; t%J1111111111j Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. _ fl PS A 3) Plates checked for a plus or minus 0 degree rotation about its center. S% \`r' • • • �_ !! 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - \` .' C' E N 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. N' 0— 39380 6) Refer to girder(s) for truss to truss connections. �.m : a, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 6 and 474 lb uplift at joint 2. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7ATE ,•�U. LOAD CASE(S) Standard •• FL Cert. 6634 January 17,2014 ® WARKNG - Verify design parameters and READ NOTES ON MIS AND INCLUDED W=REi=ERENCE PAGE 111-11-7473 BEFORE USE. Design valid for use only with Wek connectors. This design is based only upon parameters shov+n, 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 MiTek'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vailIable from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA�3314. If Southern Pine SP lumb er is5pec ified, the design values a re those effective 061u1, 2013 tivAL5C Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 26018 Smith homes Inc SW Drive Addition T6115501 26018 B04 HALF HIP 1 1 Job a erence o tional East Coast Truss, Fort Pierce, FL. 34946 2-0-0 6-0-0 7.610 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:30 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyMErA-T2hmwO4S3Yje3jxRhGZC W4SaQNva67TDtbDGc9zuRRB 3-10-9 - 2-7-8 0.25 12 5x5 = 4x8 = 5-10-12 a-OrD 9-11-8 12-6-0 5-10-1z a1-a 3-1L Scale = 1:25.5 2x4 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.04 8-11 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a We o e nx- eig = o LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS .(lb/size) 2=327/0-3-8 (min. 0-1-8), 8=374/0-5-8 (min. 0-1-8), 6=201/Mechanical Max Horz 2=122(LC 5) Max Uplift2=307(LC 8), 8=-222(LC 5), 6=-98(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=269/318 BOT CHORD 2-8=416/299 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; ,��11111 Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ♦o0 S A, ♦ p 4 n ......... • • • • • • �v 4) Plates checked for a plus or minus 0 degree rotation about its center. ♦♦♦ Q\V, • •\ C' E S • • '� 'i •••' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This �♦ .� ' ,. 6) 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) Refer to for truss to truss �• ,. v O 39380 ; girder(s) connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 2, 222 lb uplift at joint 8 * and 98 lb uplift at joint 6. "Semi - " " " ✓ "� e 9) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. _ -_�' .• . 'TA T E �/ • LOADCASE(S) Standard �• A, P•, ��� FL Cert. 6634 January 17,2014 AWARMNG - Verify design parameters cm READ NOTES ON —I dIS AND !NCLUDED b17TEKREFERENCE PAGE MI.7473 BEFORE U-SE. Design valid for use only with Wek 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 HV is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information 44vat able from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 314. Tampa, FL 33610-4115 ItSauthernPine95P�lumberisspecified,thedesignvaluesarethoseefrettixe06 0112013byALSC Job Truss Truss Type Qty Ply 23018 Smith homes ine SW Drive Addition T6115502 26018 BOS HALF HIP GIRDER 1 1 Job Refere ce o t East Coast Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:30 2014 Page 1 ID:Zdctd44PE01 g6x7zbm7gyMyMErA-T2hmwo4S3Ye3jxRhGZCW4SZINvm68kDtbDGc9zuRRB -2-0.0 3-4-14 6-0-0 7-10.8 12-6-0 2-0.0 3-4-14 2-7-2 1-10-8 4-7-8 0.25 12 5x5 = 4x4 = i 3-4-14 5-10-1s-O.2 o 7-10-8 17-s-o 3-4-14 2-5-14 0.1-4 1-10-8 47-8 Scale = 1:25.5 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.04 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.04 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 2 n/a n/a (Matrix- elg = o LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ide REACTIONS (lb/size) 6=190/Mechanical, 2=316/0-3-8 (min. 0-1-8), 8=395/0-5-8 (min. 0-1-8) Max Horz 2=120(LC 5) Max Uplift6=-92(LC 5), 2=299(1_13 8), 8=235(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=276/303 BOT CHORD 2-8=399/308 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BEDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; VVII I II II 111111 Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. �� A • • �' �e 'J. 4) Plates checked for a plus or minus 0 degree rotation about its center. %% 0`�'` •' •l G E N • ••. `e 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �� �` •'• S q %6) '� This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �^ ti m3938 fit between the bottom chord and any other members. �.. � �, 3 0 0-.---:• rr 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection others) truss to bearing 92 lb 6, 299 lb 2 (by of plate capable of withstanding uplift at joint uplift at joint and 235 lb uplift at joint 8. 9) "Semi including -rigid pitchbreaks heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard tilt •,•,C Q �; 'll- %%%%' �0 N AE� FL Cert. 6634 January 17,2014 WARMPNG - Verify desigr. parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mil-7473 BEFORE USE. valid for use only with Wek connectors. This design Is based only upon parameters shown, and is for on individual building component. 2,Design 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 responsiblrity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Bull Component Safety Information 44vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 314. If SouthernPinetSP�lumberis pecified,thedesirnvatuesaretheaeeffective05 01/2t113hvALSC 6904 Parke East Blvd. Tampa, Parke 3 ass Blvd. Job Truss Truss Type Qty Ply 26018 Smith homes Inc SW Drive Addition T6115503 26018 B06G HALF HIP GIRDER 1 1 Job Reference footionall East Coast Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:31 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyM ErA-xEF88M54gsrVgtVdF_4R31_kcnEJraxM6Fyp8bzuRRA r -2-0-0 3-4-2 5-10-8 9-2-4 12-6-0 2-0-0 3-4-2 2-fr6 3-3-12 33-12 Sx5 = 3x4 = 3-4- 5-1 9- -4 -&0 3-4-2 2-6-6 0- 4 3-38 3-3-12 Scale = 1:25.1 3x4 = 14 5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.04 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.03 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) -0.00 6 n/a n/a LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ide REACTIONS (lb/size) 6=34 1 /Mechanical, 2=30510-3-8 (min. 0-1-8), 8=549/0-5-8 (min. 0-1-8) Max Harz 2=115(LC 7) Max Uplift 6=285(LC 5), 2=308(1_C 21), 8=416(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=246/314, 4-13=285/250, 13-14=-285/250, 5-14=285/250, 5-6=-301/225 BOT CHORD 2-8=407/274, 8-15=248/285, 7-15=248/285 WEBS 3-8=305/202, 4-8=-337/256, 5-7=-248/313 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; ,1111111 1 1il, Lumber DOL=1.60 plate grip DOL=1.60 ,`♦♦ s A 1 2) Provide adequate drainage to prevent water ponding. ♦ p, q 3) Plates checked for a plus or minus 0 degree rotation about its center. ♦♦♦ 00 • ......... 4e 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�♦ �,•.C' E N F•. �� �i 5) 'This truss1\ 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. w O� 39380 6) Refer to girder(s) for truss to truss connections. _� j/ �p •• Jr 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 6, 308 lb uplift at joint 2 and 416 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. •• 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 95 lb up at 5-10-8, ``91 AT Ey�_.....; !1/ 75 lb down and 95 lb up at 7-11-4, and 75 lb down and 95 lb up at 9-11-4, and 75 lb down and 95 lb up at 11-11-4 on top chord, and 36 0 •�• ,(� �Zz lb down and 64 lb up at 7-11-4, and 36 lb down and 64 lb up at 9-11-4, and 36 lb down and 64 lb up at 11-11-4 on bottom chord. The �`4F �T • ( Q P ���♦ design/selection of such connection device(s) is the responsibility of others. i S r; :. • • `�? ♦♦ 10) In the LOAD CASE(S) section, loads applied to the face of the truss -are noted as front (F) or back (B).�O N A; �y,`♦♦♦♦ LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5=-54, 6-9=-10 FL Cert. 6634 January 17,2014 WAP.147NG - VeHfy design parameters and READ MOTES ON THIS AND INCLUDED LIITEKREFERENCE PAGE &HI-7473 BEFORE USE. Design valid for use onty 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 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 MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite,312. Alexandria, VA 14. I,SouthernPine ISPJlumber isspecified, the design values are these efrective0fi 0112013byALSC Tampa, FL33610-4115 Job Truss Truss Type Qty Ply 26018 Smith homes inc SW Drive Addition T6115503 26018 B06G HALF HIP GIRDER 1 1 Job Reference (optional) Last L;oast l russ, Fort i-jerce, I-L. 34945 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-59(F) 12=-59(F) 13=59(F) 14=-59(F) 15=20(F) 16=20(F) 17=-20(F) 7.510 s Jan 13 2014 NBTek Industries, Inc. Fri Jan 17 14:23:31 2014 Page 2 ID:Zdctd44PE01g6x7zbm7gyMyMErA-xEF88M54gsrVgtVdF_4R31_kcnEJraxM6Fyp8bzuRRA FL Cert. 6634 January 17,2014 WARNING - Ver f design parameters and READ MOTI ES ON MIS AND INCLUDED MI FEIi R_EFEPM-C'E PAGE MII-7473 BEFORE USE. Design valid for use only with Mliek connectors. This design B based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability, during construction is the responsibillity of the Mire i(e 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/iPll Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA ?MI4. Tampa, FL 33610.4115 I1 Sauthern P ne�SP� lumber isspeOfied, the design values are those effective 06,rQ112013 byALSC Job Truss Truss Type Qty Ply 26018 Smith homes inc SW Drive Addition T6115504 1 26018 B07 Half Hip 1 1 Job e e e ce o 'o al East Coast Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries. Inc. Fri Jan 17 14:23:31 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyMErA-xEF88M54gsrVgtVdF_4R31_I9nExrYhM6Fyp8bzuRRA 2-0-0 6-0-0 3-10-8 3-1-0 0.25 12 4x8 = Scale = 1:26.3 4x4 = 3x4 = I 6-0-0 9-10-8 12-n-e 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.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 11 CSI TC 0.24 BC 0.22 WB 0.20 DEFL in Vert(LL) -0.03 Vert(TL) -0.06 Horz(TL) 0.01 (loc) Udefl Ud 8-11 >999 240 8-11 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 a rlx- Weight: 61 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 aue REACTIONS (lb/size) 6=391/0-5-8 (min. 0-1-8), 2=540/0-3-8 (min. 0-1-8) Max Horz 2=122(LC 5) Max Uplift6=-176(LC 5), 2=-291(LC 8) FORCES (Ib) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=695/269, 3-4=436/210, 4-5=-445/218, 5-6=372/180 BOT CHORD 2-8=274/614, 7-8=273/618 WEBS 5-7=234/524 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi 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 176 lb uplift at joint 6 and 291 lb uplift at joint 2. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,`%�Ps • "o- 39380 YATE ' 141 ►r►r►ir���t FL Cert. 6634 January 17,2014 WARNING - VerYfy design parwmetem and READ NOTES ON7NIS AND INCL UDED bliI EK REFERENCE P-4GE MII-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 responsibility of buildingdegner - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/iPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 2314. It SouthernPineISP;Iumberisspecified,thedesignvalue3arethoseeffective06 011,2023byALSC 69D4 Parke East Blvd. Tampa, FL33610-4115 Job Truss Truss Type City Ply 26018 Smith homes Inc SW Drive Addition T6115505 26018 B08 Half Hip Girder 1 1 Job Reference (optioOalL East Coast Truss, Fort Pierce, FL. 34946 7.510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:32 2014 Page 1 ID:Zdctd44P E01 g6xzzbm7gyMyMErA-PQoXLi5ib9zMll4gphbgbVXueAama?U WLviNg1 zuRR9 r -2-0-0 3-4-14 6-0-0 7-10-8 r 12-11-8 2-0-0 3-4-14 2-7-2 1-10-8 5-1-0 0.25 12 4x8 = 4x4 = r 3-4-14 6-60 7-10-8 12-11-8 3-4-14 2a-2 1-10-8 Scale = 1:26.3 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO CSI TC 0.32 BC 0.25 WB 0.23 DEFL in Vert(LL) -0.03 Vert(TL) -0.06 Horz(TL) 0.01 (loc) Udefl Ud 9-12 >999 240 9-12 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 o e a r__ eight: 61 lb FT = 0% • LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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 gu'de REACTIONS (lb/size) 6=390/0-5-8 (min. 0-1-8), 2=540/0-3-8 (min. 0-1-8) Max Horz 2=120(LC 5) Max Uplift6=175(LC 5), 2=-291(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=690/268, 3-4=-581/265, 4-5=-591/273, 5-6=361/186 BOT CHORD 2-9=-269/608, 8-9=-269/612 WEBS 5-8=254/597 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; ,11� plate grip nDOL=1p60 .18, MwFRS (directional); cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.60 A PS. A qC�,e 3) Provide adequate drainage to prevent water ponding. ,,`,,� �` ' • •\ C' E N S • • q 4) Plates checked for a plus or minus 0 degree rotation about its center. �� 5) This truss has been designed fora 10.0 psf bottom Chord live load nonconcurrent with any other live loads. *This — i' (ir 3 9 3 8 0 6) truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-10-0 wide will ,,,Pd ._'_-_. r fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 6 and 291 lb uplift at joint 2. " 'tom 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. _ • LOADCASE(S) Standard ��,�• ,� Q ��� ♦,ASS %% N A ID 1111111111,11" FL Cert. 6634 January 17,2014 WARNING • Verify drsigrr parameters anad READ NOTES ON 7T11S AND INCLUDED D9iTEKREPERENCE PAGE t✓il1.7473 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 MiTek; erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control• storage, delivery, erection and bracing, consult ANSI/TPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information Qvoiilable from Truss Plate Institute, 781 N. Lee Street. Suite 312 Alexandria, vA 723174. Tampa, FL 33610-4115 ItSauthernPine{{SP lumber isspecifted, the desionvalues are those effective06101,2013byALSC Job Truss Truss Type Oty Ply 26018 Smith homes inc SW Drive Addition T6115506 26018 B09G Half Hip Girder 1 1 Job Reference Loptional) 3ast i russ, Fort Fierce, rL. s4MIS 7,510 s Jan 13 2014 MiTek Industries, Inc. Fri Jan 17 14:23:33 2014 Page 1 ID:Zdctd44P E01 g6xzzbm7gyMyMErA-tdMvZ26KMT5DwBfON06v8j429atmJPMfZZRwCTzuRR8 -2-0-0 3-4-2 5-10-8 9-5-0 12-11-8 2-0-0 3-4-2 2-8-6 3-6-8 Scale = 1:25.8 5x5 = 3x4 = 3x4 = 12 4 13 14 5 oxv — p 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO CSI TC 0.40 BC 0.39 NB 0.44 DEFL in Vert(LL) 0.08 Vert(TL) -0.09 Horz(TL) 0.02 (loc) I/deft L/d 7-8 >999 240 8 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 (Matrix— Weight: 61 lb FT = 0% - LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. - WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS (lb/size) 6=756/0-5-8 (min. 0-1-8), 2=823/0-3-8 (min. 0-1-8) Max Harz 2=115(LC 7) Max Uplift 6=-61 1 (LC 5). 2=-61O(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1550/1223, 3-12=1410/1168, 4-12=1410/1168, 4-13=1032/866, 13-14=1032/866, 5-14=1032/866, 5-6=-719/568 BOT CHORD 2-8=1162/1424, 8-15=-859/1032, 7-15=-859/1032 WEBS 3-8=240/260, 4-8=343/429, 4-7=-519/380, 5-7=945/1163 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; A Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 DOL=1.60 �1� _ {� p.S • • • " •' e �� plate grip 3) Provide adequate drainage to prevent water ponding. �� �`�, • �\ C E N s•. y� �� 4) Plates checked for a plus or minus 0 degree rotation about its center. `��NX•.• • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This : "� 0 3 9 380 �.. : ° truss has been designed for alive 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 • * : +t �' chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint 6 and 610 lb uplift at joint 2.Sv;. '" " •r • 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. lU 40� 0.C•� 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 95 lb up at 5-10-8, 75 down 75 down and 95 up a5 down and 95 ord, ai nd n top hand � •• < 335bb down and 337 lb up t 5-10 Sn3f lbd downand 64 lbb upatb 1�1 4 36 lb dowln and 64 lb up ab t 71 1t41 and 361-11-4 �b down 64 b **iR , • • • \ up at 9-11-4, and 36 lb down and 64 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the ! , I CIS N Ajj%%%N� responsibility of others. 11111111 10) 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 FFL Cert. 6634 January 17,2014 WA Md+IG - Y-ri design parameters and READ NO TIES ON MS AND INCLf7DErD MfTFX RBFERfahrE PAGE tff1-7473 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 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 responsibilrity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 14. Tampa, FL 33610-4115 ItSauthern Pfne$SP� lumber isspecified, the design value= are those effective 06A j2013 byALSC Jab Truss Truss Type 26018 Smith homes Inc SW Drive AdditionT6115506 �Qi7ly 26018 B09G Half Hip Girder 11 ob Re ere ce o f al I.Olu Sian 13 zu14 MI l ek Industries. Inc. Fn Jan 17 14:23:33 2014 Page 2 ID:Zdctd44P E01 g6xzzbm7gyMyMErA-tdMvZ26KMT5DwBfON06v8j429atmJPMfZZRwCTzuRRB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5=54, 6-9=-10 Concentrated Loads (lb) Vert: 3=-59(B) 8=354(B=-20) 12=-59(B) 13=59(B) 14=59(B) 15=-20(B) 16=-20(B) 17=20(131) ,�►tI1111//// ��� � •\ G E•N S • e'9 �� .- ."s-o`�K39380..� Ar ��. •ram �1S,ONA� 0'� FL Cert. 6634 January 17,2014 WARNING • VeHfg design parameters and READ NOTES ON THIS AND INCLUDED 1lfl=REFERENCE FIGE D4f1-7473 BEFORE USE. Design valid for use only with M7ek connectors. This design B 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 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 vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 14. Tampa, FL 33610-4115 IfSouthernPine�SP lumber is specified, the design values arethoseeffective05 O1f2013byALSt Job Truss Truss Type Qly Ply 26018 Smith homes Inc SW Drive Addition T6115507 26018 V22A Valley 2 1 Job Refe e o 'o al East Coast Truss, Fort Pierce, FL. 34946 1-10.8 1-10.8 4.00 12 raj 3x4 = 4 � � 1 2 d 3x4 7.510 s Jan 13 2014 MTek Industries, Inc. Fri Jan 17 14:23:33 2014 Page 1 ID:Zdctd44PE01 g6xzzbm7gyMyMErA4dMvZ26KMT5DwBfONO6v8j4ycagAJUvfZZRwCTzuRR8 8-&0 2-0-0 8.5.0 0.25 12 3x6 11 7x8 = 10 11 3 4 12 13 9 8 7 3x4 = a 1 8 1 -4-8 a s o- 1z 10 312 z-ao 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.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1:36.3 3x8 I I CSI TC 0.82 8C 0.62 WB 0.09 DEFL in Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.02 (loc) I/defl L/d n/a 999 n/a 999 6 n/a n/a PLATES GRIP MT20 244/190 nxWeight: FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-14 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, REACTIONS All bearings 20-8-12. (lb) - Max Horz 1=29(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=117(LC 8), 6=-130(LC 5), 9=-282(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 8 except 1=277(LC 1), 6=275(LC 1), 9=561(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=583/279, 2-10=533/256, 10-11=529/257, 3-11=525/257, 3-4=533/263, 4-12=-493/239, 12-13=-493/239, 5-13=-493/239 BOT CHORD 1-9=246/530, 8-9=-246/530, 7-8=-221/493, 6-7=221/493 WEBS 3-9=-446/298 NOTES `111��11f1��/� 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 `%%�� S A plate grip DOL=1.60 2) Provide adequate drainage to ��� t�\•'' E N �`,•' \ C' 8F•. "92�i prevent water ponding. ,�� 3) Plates checked for a plus or minus 0 degree rotation about its center. :• v'O_ 39380 r 4) Gable requires continuous bottom chord bearing. live _-- • * : r - ��` 5) This truss has been designed for a 10.0 psf bottom chord load nonconcurrent with any other live loads. 6) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 // a of on chord all areas where a rectangle wide will fit between the bottom chord and any other members. 7) Provide truss to bearing 8 1=117 ` " ` mechanical connection (by others) of plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=130, 9=282. "Semi ; O . 8) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. T� T C LOAD CASE(S) Standard i �s ' R + O •' �?\ ��` N Al- ' FL Cert. 6634 January 17,2014 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED BSTTEK REFERENCE PAGE 1191-7473 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 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 M 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/11`I1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information gvalable from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 14. It5cutherr ine4SPlumberisspecified,thedesiEnvaluesaretheseefiective06 01f2013byAL5C Tampa, FL33610-4115 Job Truss Truss Type Oty Ply 26018 Smith homes inc SW Drive Addition T6115508 26018 V24A Valley 2 1 Job Reference (ootionall tast coast r russ, ran Tierce, rL. s494b /.am s an to 2ut4 Mi i eK maumnes, inc. rn uan i r 14:24:a4 2u14 rage i ID:Zdctd44PE01g6xzzbm7gyMyMErA-LpwHmO7z7nD4XLECw6d8hwcFY Ga2yZooDBTlwzuRR7 3-10-8 8-4-8 12-4-8 22-9-8 3-10.8 r 4-6-0 4-0-0 10-5-0 4.00 12 4x4 = 0.25 12 1x4 II 4x4 = 1x4 II 13 3 4 14 15 5 Scale=1:39.9 2x4 11 6 3x4 12 11 10 9 8 7 1x4 II 1x4 II 3x4 = 1x4 II 2x4 II 1x4 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC201 O/TP 12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 73 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 Installatico guide. REACTIONS All bearings 22-8-12. (lb) - Max Harz 1=61(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 12 except 8=-176(LC 5), 11=136(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 9, 12 except 8=377(LC 1), 11=299(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=321/210, 3-11=258/162 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 7, 9, 12 except Qt=lb) 8=176, 11=136. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ",.N-6~ 39380 ATE 411 FL Cert. 6634 January 17,2014 WITARPIING - Lrer :fy design parameters and P.EAD NOTES ON 1NIS AND INCLUDED Ir1iTEKREFERENCE PAGE Iyltl-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 IYIiTek` 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 vai able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 1r4. Tampa, FL 33610-4115 It SouthernPine�SP�lumberisspecified,thedesignvaIuesarethoseeffective06 01l2013byAL5C Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1�16 " - -I- For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. Numb 1 TOP( Cl-2 0 O - = u U a O C7-8 B( 8 JOINTS ARE GENER, AROUND THE TRUSS THE LEFT. Systemring fety Notes dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property (Drawings not to scale) Damage or Personal Injury 3 1. Additional stability bracing for truss system, e.g. ,DS diagonal or X-bracing, is always required. See BCSI. c2-3 2. Truss bracing must be designed by an engineer. For 4 wide truss spacing, individual lateral braces themselves cz4 may require bracing, or alternative Tor I p bracing should be considered. b XZ 3. Never exceed the design loading shown and never 4\ stack materials on inadequately braced trusses. EL 4. Provide copies of this truss design to the building c6-' cs a designer, erection supervisor, property owner and M CHORDS all other interested parties. 6 Y NUMBERED/LETTERED CLOCKWISE 4RTING AT THE JOINT FARTHEST TO CHORDS AND WEBS ACRE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE A PROVALS ICC-ES Reports: ESR-1311,ESR-1352 ESR1988 ER-3907, ESR-2362, SR-1397, ESR-3282 Southern Pine lumb r designations are as follows: SYP represents values as published by AWC in thE 2005/2012 NDS SP represents ALSG approved/new values with effective c ate of June 1, 2013 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. © 2012 MiTek® All Rights Reserved ffiek") MiTek Engineering Ref rence Sheet: Mll-7473 rev. 02/26/2013 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use, Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. FORM 40S-1 Q aq FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project blame: ENLARGE McMILLON Builder Name: Street: - 1815 SOUTHWEST DRIVE Permit Office: lk City, State, Zip: FT. PIERCE, FL, . Permit Number: -�, Owner: Jurisdiction: Design Location: FL, Fort Pierce A � 1. New construction or existing Addition 9. Wall Types (1360.0 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 136 @O 2 3. Number of units, if multiple family 1 c. N/A R �< R= ft2 4. Number of Bedrooms(Sedrms In Addition) 0(0) . d. N/A R= ft2 10. Ceiling Types (1975.0 sgft.) Insulation Area 5. f.Is this a worst case? No a. Under Attic (Vented) R=30.0 1975.00 ft2 6... Conditioned floor area above grade (ft2) ' 1975 b. N/A R= ft2 -' c. N/A R= ft2' Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7." iNindows(198.7 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 25 a. U-Factor: Sgl, U=1.07 198.67 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems ketu/hr Efficiency SHGC: a. Central Unit 35.0 SEER:14.00 c. U-Factor: N/A ft2 Heating systems r Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 27.0 COP:1.00 SHGC: - Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems - None required 8. Floor Types (1975.0 sgft.) Insulation Area a• Cap: N/A EF: 0.000 a. Slab -On -Grade Edge Insulation R=0.0 1975.00 ft2 b. Conservation features b. N/A R= ft2 e. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 22.96 Glass/Floor Area: 0.101 Total Standard Reference Loads: 29.03 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this - r Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY• Before construction is completed_ M"Ba s - DATE: this building will be inspected for Y, compliance with Section 553.908 I hereby certify that this building, designed, is in compliance Florida Statutes. with the Florida Ener y Code. 6't)h W . OWNER/A NT - --------_--------..-- --_ BUILDING OFFICIAL: -------.-.------------...------._..__._-___...__. DATE: 'I�._ _......_.f_._ .__.._. ..-------_.--..___---. _ DATE: _------___.-._._..-------_----------------._-__.---___.._.__. F;ILE COPY 2/11/2014 3:10 PM EnerovGauaeO USA - FlaRes2010 Sertion 405.4 1 Cmmnliant SnftwarP 0--- 4 -. = PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: Nevv/Exisfing: Comment: ENLARGE McMILLON User 1 Single-family Addition Bedrooms: 0 Conditioned Area: 1975 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 1815 SOUTHWEST DR ST. LUCIE COUNTY FT. PIERCE, FL, CLIMATE / IECC Design Temp V Design Location TMY Site Zone 97.5 % 2.5 % FL, Fort Pierce FL ST_LUCIE_CO_INTL 2 39 90 Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range 70 75 722 62 Low " BLOCKS Number 1 Name Blockl Area Volume 1975 15800 SPACES Number Name Area vollime Kitfhpn Occupants Redroorps; Infil ID Finished Cooled Heated 1 Main 1975 15800 Yes 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 65 ft 0 1975 ft2 _ _--- 0 0 1 ROOF # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA Emitt Tested Emift Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2139 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC _--_-- 1 -- Full attic Vented 300 -_— 1975f12 N__--�—�___,�.._.____—__.._.._,__._ CEILING # Ceiling Type — Space R-Value Framing Frac Truss Type 1 Under Attic (Vented) --Area--- Main 34 1975 ft2 __ 0.11 v Wood 2/11/2014 3:10 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below __.��_Dmt_-_-_ Ta---._WaILTYpe_---_� ._._-�-----R-Value_.-Ft___ln----� _._.an__.__._.�9rea ----Bkalue_Fractioa__�9bsnr _S�radela._ - 1 N' Exterior Frame - Wood Main 19 40 8 320.0 ft2 0 0 0.75 0 _ 2 E Exterior Frame - Wood Main 19 45 8 360.0 ft2 0 0 0.75 0 _ 3 S Exterior Frame - Wood Main 19 40 8 320.0 ft2 0 0 0.75 0 -4 W Exterior Frame - Wood Main 19 45 8 360.0 ft2 0 0 0.75 0 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC _ Area Depth Separation lnt Shade _Screening_ 1 N 1 Metal Single (Tinted) Yes 1.07 0.5 33.3 ft2 2 ft 0 in 6 ft 0 in Drapesiblinds None 2 N 1 Metal Single (Tinted) Yes 1.07 0.5 9.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 3 N 1 Metal Single (Tinted) Yes 1.07 0.5 12.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None ^ 4 E 2 Metal Single (Tinted) Yes 1.07 0.5 33.3 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None _ 5 N 1 Metal Single (Tinted) Yes 1.07 0.5 30.0 ft2 2 ft 0 in 6 ft 0 in Drapesibfinds None 6 E 2 Metal Single (Tinted) Yes 1.07 0.5 6.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 7 E 2 Metal Single (Tinted) Yes 1.07 0.5 30.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 8 S 3 Metal Single (Tinted) Yes 1.07 0.5 30.0 ft' 2 It 0 in 6 ft 0 in Drapes/blinds None 9 W 4 Metal Single (Tinted) Yes 1.07 0.5 9.0 ft2 2 ft 0. in 6 ft 0 in Drapes/blinds None 10 - W 4 Metal Single (Tinted) Yes 1.07 0.5 6.0 ft2 2 ft 0 in 6 ft 0 in Drapestblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgL4 ACH ACH 50 1 Wholehouse Best Guess .0005 2590.2 142.2 267.43 .365 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 27 kBtu/hr _ _Block_ 1 _ sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity_ Flow SHR Block Ducts 1 Central Unit None _Air SEER: 14 35 kBtu/hr 1050 cfm 0.75 1 _ sys#1- SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF ft2____.._------------ 2/11/2014 3:10 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 v' --- Supply - -- Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area . Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 25 ft2 Attic 10 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatiu Jan HFeb Feb Mar Mar H Apr WAApppr May �' May X Jun Jun Jul Jul rl ri Aug AuSep Se Oct MOct Nov Nov H Dec HDec Ventin Jan Feb Mar r May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (1ND) _ -- - AM 78' ^ — 78 78, 78 78. 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH)' AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 4, PM 68 68 68 68 68 68 68 68 68 68 .66 66 Hgating (WEH) AM' '66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/1112014 3:10 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: 1815 SOUTHWEST DRIVE PERMIT #: - FT. PIERCE, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT i SECTION i 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 j controls and cooling system. Where forced -air furnace is primary systern, programmable thermostat is required. Heat pumps with supplemental j electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 i All ducts air handlers filter boxes and building ! primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and 11 sealed in accordance with Section 503.2.7.2 of this code. i 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 iI (electric) or shutoff (gas). Circulating system pipes insulated to = j 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. j No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. — SwimmingPools 1 403.9 I 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 j 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 1403.6 Sizing calculation performed & attached. Minimum efficiencies per ' Tables 503.2.3. Equipment efficiency verification required. Special i equipment ! I occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two I or more stages. i Ceilings/knee walls 405.2.1 i R-19 space permitting. I 2/11/2014 3:10 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 1815 SOUTHWEST DRIVE, FT. PIERCE, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1360.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. NIA R= ft2 4. Number of Bedrooms 0(0) d. N/A R= ft2 5. Is this a worst case? 10. Ceiling Types No Insulation Area a. Under Attic (Vented) R=30.0 1975.00 ft2 6. Conditioned floor area (ft2) 1975 b. NIA R= ft2 7.f Windows'* Description Area ucctts R= a. U-Factor: Sgl, U=1.07 11. Dc. 198.67 f12a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 25 SHGC: SHGC=0.50 b. U-Factor: NIA ft2 SHGC: 12. Cooling systems kBhAr Efficiency c. U-Factor: NIA ft2 a. Central Unit 35.0 SEER:14.00 SHGC: . d. U-Factor; N/A SHGC: ft2 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: a. Electric Strip Heat 2.000 ft. 27.0 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems - None required a. Slab -On -Grade Edge Insulation R=0.0 1975.00 ft2 a Cap: NIA b. NIA R= ft2 EF: c. N/A R= ft2 b. Conservation features 15. Credits pit I certify that this home has complied with the Florida Energy Efficiency Code for Building -� Construction through the above energy saving features which will be installed (or exceeded) 01413. `1%10 . in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. a: ,,,; ..; •;. `�o Builder Signature: Date: Address of New Home: CitylFL Zip: ry~ C *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 308.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software fI►� OFFICE USE ONLY: 2 DATE FILED: ' , PERMIT # J ' REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SEWN BUILDING & CODE REGULATION DIVI.' 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION LOCATION/SITE ADDRESS: a 2. DETAILED DESCRIPTION OF PRO CT REVISIONS- ��� 0 4. 5. r�e .I 1 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Ce2 BUSINESS NAME: 14 QUALIFIERS NAME - ADDRESS: O PHONE (DAYTIME): ` OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINNEER INFORM ) NAME: 1' (mil ADDRESS: i ;L6 CITY: (� S 1L PHONE (DAYTIME): SLCCC: 9/23/09 Revised 04/26/2010 ATION: a COUNTY CERT. #: STATE: ZIP: fA22°2—FAX: rjrl �. �- fAP g2�17 STATE: ZIP: FAX: ZIP: FAX: I r I L OFFICE USE ONLY: L QFY i DATE FILED: A c�14 PERMIT # REVISION FEE: - RECEIPT # 9 0 L , PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION, ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT 1 r 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. Q t5/ U • IE COUNTY CERT. #: C 00-r3 7 BUSINESS NAME: QUALIFIERS NAME: ADDRESS: / CITY: STATE: ZIP: PHONE (DAYTIME): FAX: 4. OWNEWBUILDER INFORMATION: THESE PLANS AND ALL PROPOSED WORK NAME: ARE -USdEeT TO ANY COrjFj ADDRESS: CTI©NS CITY: STATE: REQUIRED UY KffLD INSPECTOR&THAT PHONE: FAX: NF0FG°!2ARY N D,r.r. Y T® 5. ARCHITECT/ENGINEER INFORMATION:COMPLY WITH ALL APPLICABLE CODES. NAME: Aez2 i ADDRESS: CITY: STATE: ZIP: 4 PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 04/26/2010 ;� 1� A ST. LUCIE COUNTY Fk 1r r i � �3 BUILDING DIVISION I T i `�*I ��`� i , FOR C PLIAN REVIEWED BY /f G r DATE F tV -K PLANS •A PE IT �� t Fs' ' sae1eTat: VeeTn►r mono ?Ss w,� �R,twc rXb ,:, t.fsd d.. ED APR U $ art Job: wrightsoft® Project Summary Date: Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Mgaect intormation For: MR. & MRS. ELARGE McMILLON THESE PLANS AND ALL PROPOSED WORTS 1815 SOUTHWEST DRIVE, FT. PIERCE, FL ARE SUBJECT TO ANY CORRECTIONS t REQUIRED BY FIELD INSPECTORS THAT Notes: `` MAY BE NECESSARY IN ORDER TO F I Ls "; COMPLY WITH ALL APPLICABLE CODES. Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Structure 20559 Btuh Ducts 6177 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 26735 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1975 1975 Volume (ft') 15712 15712 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 100 52 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Sensible Cooling Equipment Load Sizing Structure 17944 Btuh Ducts 9430 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 26005 Btuh Latent Cooling Equipment Load Sizing Structure 2988 Btuh Ducts 2581 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5569 Btuh Equipment total load 31574 Btuh Req. total capacity at 0.70 SHR 3.1 ton Cooling Equipment Summary Make Goodman Mfg. Trade Cond GSC13036 Coil ARUF3636 AH RI ref 80AFUE Efficiency 0 Btuh Sensible cooling 0 Btuh Latent cooling 0 OF Total cooling 1133 cfm Actual air flow 0.042 cfm/Btuh Air flow factor 0 in H2O Static pressure Load sensible heat ratio 11.0 EER, 13 SEER 23800 Btuh 10200 Btuh 34000 Btuh 1133 cfm 0.041 cfm/Btuh .0 in H2O 0.83 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A:. * wrightsoft' Right -Suite® Universal 2013 13.0.01 RSU08101 C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N 2014-Apr-01 11:18:21 Page 1 v wrightsoft' Right-J® Worksheet Job: Entire House Date: QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS a( AOL.COM 1 Room name Entire House EXISTING 2 Exposed wall 190.0 ft 115.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 5 Room dimensions Room area 1964.0 ftz 50.0 x 27.0 ft 1350.0 ft' Ty Construction U-value Or HTM Area (ftz) Load Area (W) 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 VN �G 12E-Osw 10A m 12E-Osw 0.068 1.670 0.068 n n a 1.90 46.76 1.90 1.35 15.98 1.35 360 34 400 326 0 295 621 1590 562 441 543 399 216 0 400 216 0 295 411 0 562 292 0 399 11 1A-c1om 11DO 1.270 0.390 a a 35.56 10.92 32.23 11.31 84 21 0 21 2987 229 2708 238 84 21 0 21 2987 229 2708 238 12E-Osw 0.068 s 1.90 1.35 360 336 640 455 216 204 388 276 1A-clom 1Aclom 1.270 1.270 s s 35.56 35.56 34.77 17.90 12 12 24 24 427 427 417 215 0 12 0 12 0 427 0 215 12E-Osw 10A m 0.068 1.670 w w 1.90 46.76 1.35 53.19 400 34 345 0 657 1590 467 1808 88 0 88 0 168 0 119 0 1A-clom 1Aclom 16A-30ad_ 1.270 1.270 0.032 w w 35.56 35.56 0.90 91.12 91.12 2.32 9 12 1964 0 0 1964 320 427 1760 820 1093 4556 0 0 1350 0 0- 1350 0 0 1210 0 0 3132 C F 22A-tpl 0.989 27.69 0.00 1964 190 5261 0 1350 115 3185 0 LEI Nbm 6 c)AED excursion 0 460 Envelope loss/gain 17496 14161 9566 6919 12 a) Infiltration 3062 863 1853 523 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 2000 2000 Subtotal (lines 6 to 13) 20559 17944 11420 10361 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 20559 0 0 17944 0 0 11420 0 0 10361 15 Duct loads 130% 63% 6177 9430 30% 53% 3431 5445 Total room load Air required (cfm) 26735 1133 27374 1133 14851 629 15806 654 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. C � wrightsoft' Right Suite® Universal 2013 13.0.01 RSU08101 2014-Apr-01 11:18:21 .4G�A C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N Page 1 v - wrightsoftRight-J® Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@,AOL.COM 1 Room name BEDROOM EXT. NEW WIC 2 Exposed wall 31.0 ft 7.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 12.0 x 18.0 ft 216.0 ft2 6.0 x 9.0 ft 54.0 ft2 Ty Construction number U-value (Btuh1ft2-°F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL--G 12E-Osw 10A-m 12E-Osw 0.068 1.670 0.068 n n a 1.90 46.76 1.90 1.35 15.98 1.35 8 0 0 8 0 0 15 0 0 11 0 0 8 0 0 8 0 0 15 0 0 11 0 0 �j I -G I-D IA-c1om 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 11 11D0 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 V+/ ��-GG 12E-Osw 0.068 s 1.90 1.35 144 132 251 179 0 0 0 0 1A-c1om 1.270 s 35.56 34.77 12 12 427 417 0 0 0 0 1Aclom 1.270 s. 35.56 17.90 0 0 0- 0 0 0 0 0 Vh12E-0sw 10A-m 0.068 1.670 w w 1.90 46.76 1.35 53.19 96 34 62 0 118 1590 84 1808 48 0 48 0 91 0 65 0 1Ac1om 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 16A30ad 1.270 0.032 w 35.56 0.90 91.12 2.32 0 216 0 216 0 194 0 501 0 54 0 .54 0 48 0 125 C F 22A-tpl 0.989 27.69 0.00 216 31 858 0 54 7 194 0 =Knk i a wn 2za!� ,d ,r' I 6 c)AED excursion 152 -22 Envelope loss/gain 3453 3152 349 179 12 a) Infiltration 500 141 113 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3953 3293 462 210 Less external load 0 0 0 0 Less transfer Redistribution 0 0 0 0 0 0 0 0 14 Subtotal 3953 3293 462 210 15 Duct loads 30% 53% 1188 1730 30% 53% 139 111 Total room load Air required (cfm) I 1 5140 1218 5023 208 125 600 321 13 Calculations awroved bvACCA to meet all reauirements of Manual J 8th Ed. �A � wrightsOft- Right -Suite@ Universal 2013 13.0.01 RSU08101 2014-Apr-01 1 :118:21 C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N 9 - wrightsoft° Right-M Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name BATH NEW IQTCHEN 2 Exposed wall 0 ft 15.0 ft 3 Room he height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 8.0 ft 11.0 x 16.0 ft 5 Room area 48.0 ftz 176.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft2-°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 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 32 32 61 43 10A-m - 1.670, n 46.76 15.98 0 0 0 0 0 0 0 0 __G 12E-0sw 0.068 a 1.90 1.35 0 0 0 0 0 0 0 0 IA-c1om 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 11 11D0 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 12E-0sw 0.068 s 1.90 1.35 0 0 0 0 0 0 0 0 1A-c1om 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 IA-clom 1.270 s 35.56 17.90 0 0 0 0 0 0 0 0 V�i12E-0sw 0.068 w 1.90 1.35 0 0 6 0 88 79 150 107 10A m 1.670 w 46.76 53.19 0 0 0 0 0 0 0 0 IA-c1om 1.270 w 35.56 91.12 0 0 0 0 9 0 320 820 1A-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 C 16A-30ad 0.032. - 0.90 2.32 48 - 48 43 111 176 176 158 408 F 22A-tpl 0.989 - 27.69 0.00 48 0 0 0 176 15 415 0 N . 6 c)AED excursion -11 198 Envelope loss/gain 43 101 1104 1576 12 a) Infiltration 0 0 242 68 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 43 101 1346 1645 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 - 0 14 Subtotal 43 101 1346 1645 15 Duct loads 30% 53% 13 53 30% 53% 404 864 Total room load 56 153 1751 2509 Air required (cfm) 2 6 74 104 Calculations approved byACCA to meet all requirements of Manual J 8th Ed �A -Ofl- wrightsOft- Right -Suite® Universal 2013 13.0.01 RSU08101 2014-Apr-01 11:18:21 C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N Page 3 - wrightsoft Right-JO Worksheet Job: Entire House Date: QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@/\OL.COM 1 Room name NEW DINING 2 Exposed wall 22.0 ft 3 Room height 8.0 ft heat/cool 4 5 Room dimensions Room area 10.0 x 12.0 ft 120.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12E-Osw 10A m 12E-Osw 0.068 1.670 0.068 n n a 1.90 46.76 1.90 1.35 15.98 1.35 96 34 0 62 0 0 118 1590 0 84 543 0 -G W �L-_ 11 1Aclom 11D0 1.270 0.390 a a 35.56 10.92 32.23 11.31 0 0 0 0 0 0 0 0 V)/ 12E-Osw IA-clom lA-clom 0.068 1.270 1.270 s s s 1.90 35.56 35.56 1.35 34.77 17.90 0 0 0 0 0 0 0 0 0 0 0 0 I- 12E-Osw 10A-m 0.068 1.670 w w 1.90 46.76 1.35 53.19 80 0 68 0 129 0 92 0 -G 1A-clom 1A-clom 16A-30ad 1.270 1.270 0.032. w w - 35.56 35.56 0.90 91.12 91.12 2.32 0 12 120 0 0 120 0 427 108 0 1093 278 II_CG C F 22A-tpl 0.989 27.69 0.00 120 22 609 0 F?-1Y FILc '', A) 6 c)AED excursion 144 Envelope loss/gain 2981 2235 12 a) Infiltration 355 100 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3335 2335 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3335 2335 15 Duct loads 130% 53% 1002 1227 Total room load 4337 3562 Air required (cfm) 1 184 147 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. dC P. -rk .right .oft- RightSuite® Universal 2013 13.0.01 RSUD8101 2014-Apr-01 1 Page C:\Program Files\McMILLON, ENLARGE.rup Calc = MJ8 Front Door faces: N 9e 4 I26018 IB01 (JACK -CLOSED 112 I1- (—East Coast Truss, Fort Pierce, FL. 34946 7.500 s Oct 23 2013 MiTek Industries, Inc. Fri Apr 04 18- 19: 09 2014 Page I Top chord of valley truss Problem: Top chord of A01 G truss is 13 lower than the top of candde trusses. Solution: Scab 2x6 SP lumber or equivalent to top chord of AO1G using one row of 10d nails at 4" spacing or 2 rows of 10d nails at 8" spacing staggered about the centerline of the top chord of truss. Attach roof sheathing to the 2x6 scab per typical nailing schedule specified in the project document Furthermore, Install Simpson LS30 dips to fasten the top chords of carried trusses to top chord of the girder truss as shown in the diagram above. Dare:2014.04.07125798-04W 0 , v Job Truss Truss Type Qty Ply SW Drive Addition 26018 B01 JACK -CLOSED 12 1 -East Coast Truss, Fort Pierce, FL. 34946 7. 500 s Oct 23 2013 MiTek Industries, Inc. Fr Apr 04 18- 19: 09 2014 Page 61 -6n �= 12'-6" sgbbed to top I ITop chord of valley truss —i 11" T Problem: Top chord of A01 G truss is 1 # lower than the top of carride trusses. Solution: Scab 2x6 SP lumber or equivalent to top chord of A01G using one row of 1od nails at 4" spacing cr 2 rows of 10d nails at 8" spacing staggered about the centerline of the top chord of truss. Attach roof sheathing to the 2x6 scab per typical nailing schedule specified In the project document Furthermore, install Simpson LS30 clips to fasten the top chords of carried trusses to top chord of the girder truss as shown in the diagram above. Manue Martini Digitailysigned by Manuel Martinez DN,�US,o Ide Tnut ACES Busine Representative, ou=M AND E Date,.2014A40712:57M-04W