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Building Permit Application
All APPLICABLE INF MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: �� _,-\ ,?Per it Number: BuildifteftnMitApplication Planning and Development Services Building and Code Regulation Division 2360 Virginia Avenue,Fort Pierce FL 34982 / Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential V PERMIT APPLICATION FOR: i PROPOSED INP OVEM'ENi' Lr&ATIO-`ft' Address:M'� � C�� _. ��'� C'� �C' Legal Description: wc) Y,& n un,\, 3 Y4 Pro 1pertyTax ID#: "I ` Lot No.. Site Plan Name: 2 %A Block No. Project Name: Setbacks Front (92 Back: i S(Otight Side: 0 ,-aLeft Side: D�T�AILED DESCRIPTION'-OF • �..._ � i COSTRIJCTICl" I1NF®Ri A, itional work to be performed under this permit—check all that apply: 1 ) Mechanical —Gas Tank —Gas Piping ,Shutters --I.-windows/Doors lectric4umbing _Sprinklers Generator _J_Roof Total Sq. Ft of Construction: 35),�_ Sq. Ft. of First Floor: ost of Construction: $ Utilities: —Sewer V/Septic Building Height: I ®UUNER�/LESSEE: e � GONTRACT�O�R: � ' Name r r �������. `; Name Address Com anY. � '. City Stat c;:r Address: �+ _ 0 Zip Code- nl Fax:,AA A— Citj 'r<:` ~~ State Phone No. ( Zip Code:2i l Fax: E-Mail: Phone No — 'Fill in fee simple Title Holder on next pa (if different E-Mail � 2. o from the Owner listed above) State or County License If value of construction is 2500 or more,a RECORDED Noticd&Commencement is required. S PL=MENTAL CO ST �U�TI®N Lli l LAIN I�JFO!RiI1/U-11'4 31 DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _ Not Applicable Name:_ ,n sk��� Name: Address: t' Address: City: PS State: City: State: Zip: Z �YZ Phone -9S�—J Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full,concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your;paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. 5gKa of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF .Ly 0 p COUNTY OF The f rgoing instrument was acknowledged before me The forgoing instrument was acknowled before me this�4 day of 20n by this day of 0_ by elrlrlC'. (Name of person acknowledging) (Name of person ging)acknowl igna ure of Notary Public-State of Florida ) (Signature Znown ary Public-State of Florida) Personally Known OR Produced Identification � Personally OR Produced Identification Type of Identification Type of Identification Produced FL 1)L- Produced Stephanie Moure Commission No. Fi: (R S 7 3 ) (Se NOTARYPPOM9nission No. (Seal) o STATE OF FLORIDA ?Comm#F 957381 e Expires 2/4/2020 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 7/2014 , lit, �w� I r j I � i I PLANNING AND DEVELOPMENT SERVICES DEPARTMENT c Building and Code Regulations Division l i -111-1-ft- BUILDING PERMIT SUB-CONTRACTOR SUMMARY will be using the following sub-contractors for the ((Tompany/Individual Name) project located at ` 0, -:\etf E'C ujc i ' ` U-4 L A FA ?!Q f-0-e fA (Street address or Property Tax ID#) It is understood that if there is any change of status regarding the participation of any of the sub-contractors ' listed below,I will immediately advise the Building and Zoning Department of St.Lucie County. St.Lucie County/ Trade Name of Company/Contractor State of Florida License Number Electrical I Plumbing e - I dos HVAC/ � ' r Mechanical Roofing to Gas N l J' I +I I OFFICE.USE.ONLY- PERMIT ISSUE DATE: NUMBER: Revised 07/29/2014 I PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division ' BUILDING PERMIT SUB-CONTRACTOR AGREEMENT \C e have agreed to be pany Name/In tvidual Name) the "— _C4--r�C Sub-contractor for (Type of Trade) (Primary Contractor) For the project located at k 14 H �k ?I e CO—P (Project Street Address or Property Tax ID#) l� I Vim' It is understood that, if there is any change of status regarding our participation with the above mentioned project,the Building and Code Regulation Division of St.Lucie County will be advised pursuant to the jfiling of a Change of Sub-contractor notice. ! CO OR SI ATURE(Qualifier) G0NTTRr1 TURE(Qualifier Q. NT NAME PRINT ME I COUNTY CERTIFICATION NUMBE COUNTY CERTIFICATION NUMBER State of Florida,County of State of Florida,County of G ��f T foregoing instrument was signed before me this d of he foregoing instrument was signed before me this ` day of 20py __ r l n�����1TTTT��� who is personally known (_or has produced a —Z_ o is personally known or has produced a as identification. as identification. wuq �• ARY P'ii ANG f J STAMP Sig fNotarJ Public 'rotary pUbt, Pu "'' C0mmts IC St of r,\C�/ L/ � r A ,,,/, �, ondedmm'pXPir# ri P.. E _ tat of Florida Print Name ofNa Public thro�BhlVatiogal ig to u-29% , a :- NOCommsionMay327302019oeCo . P Assn. ' h Nat1°nal NotaryF OF f��• gondedthroug .. '" n� , I Revised 11/16/2016 i PERMIT# ISSUE DATE I PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTOR AGREEMENT i • I I I i (^ have agreed to be I ( om any Name/Ind'vidual Name) I the Sub-contractor for (Type of Trade) (Primary Contractor) IFor the project located at r`s�`��� �Q (( �� ��� L �� , �) e(0Q, � �L�9 C/T i (Project Street Address or Property Tax ID It is understood that if there is an change of status regarding our participation with the above I � y g g g p p e mentioned project,the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the filing of a Change of Sub-contractor notice. CONTRACTOR SIGN ualitier) CfOR SIGNATURE(Qualifier) I t aKD 5;' PRINT NAME PRINT NAME COUNTY CERTIFICATION NUMBER COUNTY CERTIFICATION NUMB R State of Florida,County of 'i-,5+L uc� State of Florida,County o � The foregoing instrument was signed before me this da of The foregoing instrument was signed before me this da f J Cl zoL�y G' !% ad�by who is personally known_or has produced a who is personally known_or has produced a as identi cati as identification. MP AMP Signat re of Notary Pub i Sig u ture of Nota ublic M+U ►i F y Print Name of No ry Pubik',' Notar Public State of Florida Prini NA'ySY, yt ry Public a h ANGELA M HUFF 4�V�gc•s Commission#FF 234730 ��: Notary Public-State of Florida M Comm.Expires May 27.2019 ; Y Commission# "'Ni ' OF �p` y g MY Comm. F 234730 Bonded through National Notary Assn. m Expires Ma F��� f through National Nol yAssn Assn Revised 11/16/2016 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division a BUILDING PERMIT SUB-CONTRACTOR AGREEMENT I I I I II � ��!1J7�cLme_t YI ae t/ have a reed to be 5 OD�,idlg (Company ,. Nam e/Indi) d 1 Name)the -� nL Sub-contractor for 3Y)GX1 1 0 � (Type,of Trade) For the project located at (Project Street Address or Property Tax ID 4) It is understood that,if there is any change of status regarding our participation with the above mentioned project,the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the filing of a Change of Sub-contractor notice. OR SIGNATURE(Qualifier) OR SIGNATURE(Qualifier) PRINT NAME PRINT NAME AWN 6q4p411 q COUNTY CERTIFICATION NER. COUNTY CERTIFICATION NUMBER q I State of Florida,County of aJ ' L-A-L_L e , a d State of Florida,County of -Lw-, c, CWN 'The foregoing instrument was signed before me this �-/ �a�y �}of The foregoing instrument was signed before me this / day of fl 20�,by�O� tXS c�I�CJLeAo" ,20n� by Q �6 WC�P�Ii� _ who is personally known V or has produced a who is personally ✓by own or has produced a as identification. A L•e� // as i tification. ` :0��,\SSIOn►p,'A i sl Q — �STAMP Signature of Notary Public *; - _ u':*?Signature of Notary Public y 2�, OFF 195337 • 3 SABRINA L. BLACK OFF195337 ;Q� ;9q • y, , yoq;.ydry N .o\ SABRINA L. BLACK �o��c•STA������� .W Bonded Q� B Print Name of Notary Publiclpubi print Name of Notary Public ///IIliIfilll' Revised 11/16/2016 i I PERMIT# ISSUE DATE I PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division �e BUILDING PERMIT SUB-CONTRACTOR AGREEMENT have agreed to be (Com afny ame/Indivi aLName) the r- Sub-contractor for (Type of Trade) (Primary Contractor)For the project located at ��\5 0, -e r�Q C(�_ k cs�- icf(_-,, r�c_ �'"c �c t 9 ct (Project Street Address or Property Tax ID#) a�-i,I - (_oz, —CC<y (^ It is understood that, if there is any change of status regarding our participation with the above mentioned project,the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the filing of a Change of Sub-contractor notice. l - SIGNATURE Qualifier)- UB..CONT CTOR SIGNATU Qualifier) I�h - � n c PRINT NAME PRINT NAME COUNTY CERTIFICATIO BER COUNTY CERTIFICATION NUMB R State of Florida,County of State State of Florida,County of—( u he foregoing instrumen wa �&Us signed before me this The foregoing instrument was signed before me this 9 d of 20bY .20by � ►\G� who is personally known^or has produced a who is personally known_or has produced a as-id ntification. as identification. I STAMP 4IL-0 i a re of otary bhc Signature f Notary ublic STAMP Print ame of No ry Public i iot Name of Nota Public i •\,puupq o1PavPoaa,,� ANGELA M HUFF ��_•�.�: Notary Public-State of Florida _ «� :°= Notary pNGELq M HU * - - w ubl FF N a 4oP? Commission# FF 234730 P Com rc'State 01 ��FOF«�;:�,• My Comm.Expires May 27,2019 ' �'%9;FLoRL,'O My Commission#FF 2347 Florida Y Reyl�liif l l/16f20T6d through National Mntary Assn � Bon dedthrougNolio rres (� MayZ7 2019 " M u . .._ not NotarY Assn• I� I PLANNING &DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division I 2300 VIRGINIA AVENUE I FORT PIERCE,FL 34982-5652 (772)462-1553 FILLED LAND AFFIDAVIT I I,the undersigned, am the owner of the following described property, (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St.Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is 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. I h Property Owner Name(Please Print) roperty Owner Signature Date STATE OF FLORIDA,COUNTY OF ACKNOWLEDGED BEFORE ME THIS d 1� DAY OF Der P nn 20 BY Shan+nC• 1 c-- WHO IS PERSONALLY KNOWN TO ME L )OR WHO HAS PRODUCED F I O('I�a- 1)�1 �lP�s �i►�"C!yVy AS IDENTIFICATION. S SIIG[[�] T r� NOTARY PUBLIC TYPE OR PRINT NOTARY IF1��"-I J� J7 ) COMMISSION NUMBER $)Stephanie Moure NOTARY PUBLIC STATE OF FLORIDAm Com#FF957381 SLCPDSD Revised 04/11/2011 Expires 2/4/2020 a Planning&Development Services Department p Building&Code Regulations o u 2300 Virginia Avenue — - ---- Fort Pierce,Florida 34982 (M)"2-1553 OWNERBUII.DER AFFIDAVIT DISCLOSURE STATEMENT F.S.489.103(7)EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law.. The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own iuse or occupancy.You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building;it is your responsibility to make sure.that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all a ble laws,ordinances,building codes,and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on hoi ^��Ut the minimum code. Initial I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial S, I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and lia or cost of the license. f Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project- they may be entitled to workmen's compensation. I could be held liable for all doctor,lawyer and rela cost,which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection,an owner must personally appear and sign the building permit application and initial the above. I I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and ZmAng Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this �I day of "TC�n�of 20 F-) ' wnerBuilder Signature STATE OF FLORIDA COUNTY OF Si• l ,)C %2 The forSgomg instrument was acknowledged before me this�day of 7 4r1U ,20—L by S hn,- r�,o 6 Ck� CL who is personally known e,or who has roduced t7k r,_Xr. l_ as identification. ignatur of Notary Type or Print Name of Notary (Seal) Title:Notary Public Commission Number F(- 4 r� Stephanie Moure NOTARY PUBLIC STATE OF FLORIDA SLCPDSD Revised 05/15/2014 z Comm#FF957381 4Is/cE. ,w Expires 2/4/2020 This Doce =Prepared By and { Christ's Parrish ; S t- l zz;Rl e Title Se vices, Inc. OIRCUiT COURT 800 i -.1 ia. Avenue, Suite 47, Foy-- =arce; FL '34982 54 Parcel ID Number: 2417-602-0004-000-2 AI Warranty Deed ,. t� This Indenture, Made this J day of � � r 2p15 gam., Between Warren M. Walker and Idelene E. Walker, husband and = rm j Shar�Iio. �Ia'v3. - -- f _. _ _ a - ;• ^ . ,,:s? whose address is: 195 Berger Road, Fort Pierce, FL 34945 of the County of St. Lucie , State of Florida , grantee. Witnesseth that the GRANTORS,for and in consideration of the sum of ------------------------TEN DOLLARS ($10)----------------------- DOLLARS, and other good and valuable consideration to GRANTORS in hand paid by GRANTEE, the receipt -whereof is hereby ac;notrledged, hay-- granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, zhe v ce; ,ed 1z.3 Sitl4tt lying and being in the County,of St. Lucie State of Florida rw A ir Lot 4, Hartman Heights, Unit One, according to the Plat Hereof, as recorded in Plat Book 17, Page 22 , of the Public Reco= s of St_ Lucie County, Y lorlda.. and the grantors do hereby firlly warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever In Witness Whereof,the grantors have hereunto set their hands and seals the day and year first above written. I • Sign d,sealed and delivered in our presence: (Seal) ] inted Name: i t i . -J t T _ Warren M. Walker Wi -n• es P.O.Address:1808 Delaware Avenue,Fort Pierce,FL 34950 ! Printed Name Witness P.O.Address:1808 Delaware Avenue,Fort Pierce,FL34950 STATE OF Florida" COUNTY OF St. Lucie ,' f• r The foregoing instrument was aclaiowledged before me this 1 L day of 060� , 2015 by Warren M. Walker and Idelene E. Walker, husband and wife who are personally known to me or who have produced theirFlori.da driyer'_ ntification. ,,apl a r, EL127S,e'�f A{JT'lNle � k,���r�� , MY CQtvit+9t5StoPf EE tstaa- Prizl�ted N e: V g<p-,RE9:March 6,`LOl6 Notary Public I commission Expires: User Generated by O Display Systems,Inc.,2015 (863)763-5555 Form FaVD-1 JOSEPH E. SMITH, CLEI )F THE CIRCUIT COURT - SAINT( ;CIE COUNTY FILE # 4261297 OR BG_Y_ 3946 PAGE 1280, Recorded 1 -'�'7/2016 11:35 :50 AM STATE OF FLOOR ST.LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE _--REQQ Dr[�N.Z==T0: O�IIdINAL. SMITH. ERK 6.Sidi D' r 1cT. O xc ' I �Ls� tr 'cj,��Yldasracordhytrdur6"` NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property,and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. rr�� 1.DESCREMON OF PROPERTY(Legal Lion and street address)TAX FOLIO NUMBER@!t/�"-� SUBDIVISION - - BLO —TRACT JMYr — BLDG UNIT 2.GENERAL DESCRIPTION OF A4PROVEMFd�PT: 3.OWNER INFORMATI a Nana b.Add=e 1�J� .mtaest in property d.Name and address of fee si�dold&a—t--r ther than owner) 4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER: Q- ' U L 9 Z (O S.SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT:A J(( _ 6.LENDER'S NAME,ADDRESS AND PHONE NUMBER: ./1i1a 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served w provided b Section 713.13(1)(a)7M&, .,Florida Statutes: -772 3�l c..- 7�8 Y � NA ADDRESS AND PHONE MJMER: i(1s •� LZ L�-7 Y-tb,LJ=,R1-A �-4-f-,10 ree S J 8.In addition to himself or herself,Owner doaigastes the following to receive a copy of the L s Notice as rovided in Section 713.13(1)(b),Florida Statutes: r/ NAME,ADDRESS AND PHONE NUMBER:Sly,< 4,, , 9.Expiration date of notice of commencement(the expiration data is 1 year from the datt:of retarding unless a different date is specified) 20 W RMN-TO OWMM:ANY PAYl1QEV'18 MADE BY TEM OWNM Ft i12 TEIB IRAT[ON OF M rM OP COMMH 1CFJd'FSIT ARE CONSMMM 1MPRO=PA)NIFIYC 1NpER CliAvtror 713_PART I NBCMN 713 t� n mA Q t ATL a A t�ex RESULT m D1 YOLrR PAYING TWICH POR Q,lPROV>�ffiNT S TO YOUR PROPER .A NOTICE OP CO m�AC��.m 14^._rsT B6 Rpf:QRDRE A� POST* ON 1TEE 70B vi[8 BBFDRp THE FQZ`t't'INSPE=N IP YO i R TO OBTAIN EINANCM,CONSUF_T B=YOUR Signature of Owner or Print Name and Provide Signstory'a TltlelOtlux Owner's Authorized Ofdces/DirectorRas tnar/MmWer Stets of County County off YZ ho . c -� Jj!� 7ho fore ' g instrrunent vves barged before me this day or 20 _. 13y- 61VI 4AQL as (Name of p" Cr*of authority...e.g.Owner,officer,trustee,attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known___-or produced the folio i CHERYL FREEMAN �Pe Notary Public-State of Florida (Printed Name of No Public R r :a;? My Comm.EzDlres Ju112,2016 4567 Notary ) (Signature of o Public) (. il; . Commission#FF 104567 Underforegoing and that the facts in It�anC� t o my imawiedge and penalties of perjury,I declare that I have read the fore o belief(section 92.525,Florida Statutes). Signatures)of Owner(s)or Owner(s)'Authorized Officer/Dlrector/`Partuer/Nfannger who signed above. BY-�.1�11 1�•�y sw.ov:srpmtR�r yr.� LTr u �eaor '..t;arilas:n RECEIVED 3601-A Crossroads Parkway Fort Pierce,FL 34945 INSULATION INSTALLATION CERTIFICATE p C T 2 5 2019 i 404834389 Gale Insulation ST. Lucie County, Permitting BUILDER:Sharina Baka SUBDIVISION: JOB ADDRESS:3901 Mellisa Ter CITY:Fort Pierce PERMIT#: LOT/BLOCK: The undersigned hereby certifies that insulation has been installed in the above property as follows: 1. Exterior CBS walls have been insulated with Rigid Board to thickness of.15" inches,which according to Hunter will yield an"R"value of 11 2. Exterior frame wall has been insulated with to a thickness of inches,which according to will yield an"R"value of 3. Ceiling Area(flat)has been insulated with Spray Foam to a thickness of 5•5" inches,which according to BASF will yield an"R"value of 20 4 CifaggRr8 or%r Was;en insulated with Spray Foam to a thickness of 5•5" inches,which according to BASF will yield an"R"value of20 5. Interior knee walls have been insulated with to a thickness of inches,which according to will yield an"R"value of 6. Garage common walls adjacent to conditioned living space have been insulated with Fiberglass Batt to a thickness of 3.5" inches,which according to Knauf will yield an"R"value of 13 c Generl I Contractor/Builder Insulation Contractors Signature License#CGC1512179 Signature THE AFFIANT,Jeremy Theisen IS PERSONALLY KNOWN TO ME.Sworn to and subscribed before me this 26 day of Sept 2019. Notary Public,State of Florida d r"�✓� """' '•; ANNIFERSWEET\ �.� NotaryNb"c-SlesolFb'ida ,yhd f Commisswn 4 4G Sul I .�',. MYComm.6Pires Jan 29,2021 1 W(q DISAPPROVE-1 P(�-cvs SpEc r r� 2-3a Planni,, _ k Development Services l Building &Code Regulation Division0/3� 2300 Virginia Ave �rl Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: ` Permit Number: I O Project Address: �� l y 1 fht THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY,FOR A PERIOD NOT TO EXCEED THIRTY(30)DAYS,FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: i 1. This temporary power release is requested for the above stated purpose only,and there will be no occupancy of any type,other than that permitted by construction during this time period. 2. As witness by our signatures,we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy,which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled"Requirements for 30 Day Power for Testing"have been fulfilled and the premise is ready for compliance inspection. 4. All requestsfor an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of$100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS,ST. LUCIE COUNTY,AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION,INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNER SIGNATURE DATE. J GEN CONTRACTOR SIGNATURE ATE ELECTRICAL CONTRACTOR SIGNATURE DATE I I PLANNING AND DEVELOPMENT SERVICES DEPARTMENT BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE,FL 34982 I (772)462-1553 Fax(772)462-1578 O PERMIT RENEWAL REQU Luci mitting i PERMIT NUMBER: 11 d�" �3� ADDRESS: ��� 0 �- 0 ) Cc - I,I, 7--- cy\�. Q�y Q ,am requesting that the above permit be renewed. I understand that I must schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification 10 OWNEI r-15R OR CONTPGT SIGNATURE DATE Print Name STATE OF FLORIDA COUNTY OF 15�-- ACKNOWLEDGED BEFORE ME THIS kl8- DAY OF '6 C- ,20 BY S'h1 r \I S1 1,0, WHO IS PERSONALLY KNOWN TO ME OR HAS PROVIDED AS IDENTIFICATION. STATE OF FLORIDA, of �'' DEANNA MARIE GIVENS MY COMMISSION#GG02202a g= EXPIRES:December 16,2020 I SIGNATURE OF NO Y '•�4 °•'• geed Thor Notary Public underwriters FOR OFFICE USE ONLY: Number of Open Inspections: Total Inspections: (Divide open by total to get%of open inspections) Percentage: Original permit fee: x%open = $ Renewal fee Example: [15 divided by 23=.65(%)] $175(permit fee)x.65=$113.75(renewal fee) Revised 7/21/2014 RECEIVED Planning&Development Services APP R 2 5 2018018 Building 8L Code Regulation DiTislon 2300 Virginia Ave ST. Lucie county, Permitting j IIFort Pierce,FL 34982 772.462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT A CONSTRUCTION SOIL TREATMENT PERMIT#: 13-113 ADDRESS: 3?01 A ch C BUILD ER/CONTRACTOR: PEST CONTROL CONTRACTOR: [+L-t} 4 L—nv)1Cor4e--n4 strc.� PEST CONTROL LICENSE We, the undersigned,hereby certify that we have pretreated the above described construction for --subterranean termites ln-acxordance-with-the-standai-ds-of-the-Nadonal-Pest-C-entrolAssociation. Square feet If area treated: Chemicals used: Percent-age of solution-. Total gallons used: Date of Treatment, Llf Time of Treatment- -Footing Slab —let Treatment V Treatment -Treat---Re _Re-Treat _--.Driveway —pools i `{ I't Treatment I'tTreatment ate--Treat -Re-Treat —Other /I Perimeter for Final Inspection I'L Treatment _Re-Treat YA'o frgn tune of Exterml'nator Date Note., There must be a completed form for each required treatment or re-treatment and this farm must be on the job site robapicked upby the Inspector at time of each Inspection ortli6 scheduled inspectlon will fall and a re-Inspedlon fee charged PSC104.2.6 Ciar9ficateofProtecdve Treatment forpreventfon oftermites A weatharres1stantJobsitapa5tIng board i shall be provided to receive duplicate Treatment Celtiftateszs each required protective treatment Is completed, providing a copy for the person the permit is Issued to and another copy for the bulldlng permit files The Treatment CiwVt7cate shall provide the product used,Identity of the applicator,time and date of the treatment,site location,area treated, chemical used,percent concentration and number ofgallons used,to establish a verifiable record of protecttve treatment: ff the sollchemlcalbafflw methodfor termite prevention Is used,fina/exterior treatInentshall be completed prior to final bulldlngapproval. St Lucie County requires for the final inspection for CO,,a Perman6nt Sticker to be placed on � � J the electrical panel box cover,listing all the treatments and dates of applications. Revised 7/24/2014 • .7• wry �� rr. . w. r w �._ ...r• �� - p.r rwr r r• ,'e.r ��w..PY•,+-.w ..a.'�.`�f`µswr�•.I+Q..L♦ r...w ram_:.�yr wN.rvwrw.r Rule Environ mentW SlarAoss PrWeatment Servioe Agreement ft The Revantion of Sub a n To,r m IIes 1 � MEW Now IR ' a �r .mn�ar years mmm me .+® �� e..�.�.mwr+t.�as.•a�zsxo — e VftdmaontPdw limb C& ; cam RIC400 cva sof Rataftimmt and HquirIMM&N.4 'r �' �i4�1 �b`�IdC�� '1�195 Yll�t+�A64� ' �LWI�r '� � �IA'�e18 t�f9. •I m�dP11 .1 40tilt ls Ce191aunnt�� nYn f +Cb u4l�E am Iw ' =91'-' ' � I �$ F pYOM + � I 1 � � � �SrIU�iG�€�Gf� fltrt�l • �." lU 'Q� tk6_ 9►�zs'�t�'(7 � �m�� •�;�xea►�oo�+�� rvf�sc�t� �n,ru�it�saat� ; i W _ VA, � y 1 n I F 9firal�Gr�a1•�.t �: i�,°�AfDlx'�d.� Q�81r' ]!1 � �t ��1 1�rfil'r k ��� tad I�'�•b,���x ��,�; � �r9�.� r� �� ' r I .wWWw.►•�+w+.L�w MiOidM'r•' !m'ROOIWi111VliRf. I � 1 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT - -BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE,FL 34982 (772)462-1553 Fax(772)462-1578 R�CA►n_® 4PR Og PERMIT RENEWAL REQUEST penr, ?41B 3t c e CFpe Behr PERMIT NUMBER: � ADDRESS: /0 1 I, , am requesting that the above permit be renewed. I unde sit nd that I must schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE TE14E RENEWAL and the permit shall expire should I not receive a passing inspection during any six month per d pring the re�ewal perifJustification L JcJe L , OW9kR,BL1bR OR CONTRACTOR SIGNATURE DATE Print Name STATE OF FLORIDA COUNTY OF 5a1 V\'k-U&CA`e- ACKNOWLEDGED BEFORE ME THIS C1 DAY OF 20 I Bf`r`a- p 1 A k 0•� WHO IS PERSONALLY KNOWN TO ME ,OR i HAS PROVIDED T-L t l- AS IDENTIFICATION. STA OF FLORIDA, ty o I SIGNATURE F OTARY V SRAr. �sY'Py• AUDREY B.HUMPHREY MY COMMISSION#FF 174772 .s EXPIRES:March 6,2019 ,X, ,-Os Bonded Thru Notary Pubric Undew(aers FOR OFFICE USE ONLY: Number of Open Inspections: Total Inspections: (Divide open by total to get%of open inspections) Percentage: Original permit fee: x%open = $ Renewal fee Example: [15 divided by 23=.65(%)] $175(permit fee)x.65=$113.75(renewal fee) RECEIVED Revised 7/21/2014 APR -9 2018 Permitting Department St. Lucie County, FL i i _ Al j . Z%IJ1VL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488 FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 23, 2018 KSM JOB# : 173429-3d/SS/ct PERMIT# 1701-0137 RECEIVED CONTRACTOR Sharina Baka MAR 2 3 2018 JOB LOCATION 3901 Millisa Terrace Permitting Department Fort Pierce, Florida St. Lucle County ITEM TESTED Compacted Foundation Fill for the House Pad TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 50+ 115.1 116.4 98.9 2. S.E. 113.7 97.7 3. Center 115.9 99.6 4. S.W. 114.5 98.4 5. N.W. 114.8 98.6 Soil Description: Brown and Tan Sand 117.0 I I I I I with Clay W In Place Moisture: Ira E I I I I I I 9.1 Percent I I I I I I I G I I I I I Optimum Moisture: H I I I I I I 11.0 Percent T 116.0 — .I Max. Dry Density: 116.4 P.C.F. I I I I I @ Test Locations The 115.o I Density & Penetrometer F i I I� Readings Indicate the I I I Degree of Compaction Meets D I I I/ Minimum Required R I I for UnsQaked Foundation. Y 114.0 — 1� i,' Re in &,Taken to Natural Grade. 8 / 11, u e ler, e i Fu� o . Ito: sb Egip*t�@gmail.com RICK ,,\,"N ILucie County Building Department e�}} '" � oo.'ky Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P. _ I KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712 PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488 FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST.LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 23, 2018 KSM JOB# : 173429-3d/SS/ct PERMIT# 1701-0137 I CONTRACTOR Sharina Baka I JOB LOCATION 3901 Millisa Terrace Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill for the House Pad TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 50+ 115.1 116.4 98.9 2. S.E. 11 If113.7 of97.7 3. Center If of115.9 If 99•6 4. S.W. To If114.5 1198.4 5. N.W. ,o 114.8 98.6 Soil Description: Brown and Tan Sand 117.0 I I I I I with Clay W In Place Moisture: E I I I I I I I I I I I I I 9.1 Percent G I I I I I Optimum Moisture: H I I I I_ I I 11.0 Percent T 116.0 — .I I I I Max. Dry Density: j I I I I 116.4 P.C.F. @ Test Locations The 115.0 Density & Penetrometer F I I I Readings Indicate the I I I Degree of Compaction Meets D I I I Minimum Required R I I for UnoakedaFgpndation. Y 114.0 * I F�eadri f' en to Natural Grade. g ; e p� ° w m [NO• i a � w " SICeTlj F '> *gmail.com Ea��tjO�t�' ucie County Building Department 'C ad dS ic$Z91Z•6 � Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E:. f I Planning&Development Services REVIEW COMMENTS Building&Code Regulation Division 2300 Virginia Avenue Fort Pierce,FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 Page 1 I PROPERTY INFORMATION Address: 3901 Millisa Ter Owner(s): Sharina Baka City/State/Zip: Fort Pierce, FI 34947 Parcel#: 2417-602-0004-000/2 Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-3 Lot#:_ 4 Block: APPLICATION INFORMATION Permit Number: 1701-0137 Stories: Automatic Sprinkler System? No Permit Type:: BUILDING RESIDENTIAL-(SFR UP TO 2 FLOORS) - CONTRACTOR INFORMATION Contractor Name: Fax Number: Business Name: 1Business Addr: Email: 'City/State/Zip: REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released iADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith 1/24/2017 1/24/2017 1/24/2017 Comment: DOCUMENTS MISSING PENDING Angela Huff 1/9/2017 1/9/2017 Comment: DRIVEWAY PERMIT APPLICATION IN JIM'S BOX 1/9/2017 Comment: SENT CUSTOMER TO ERD 1/25/2017 Comment: VEGETATION IN DRAWER UNDER(BAKA)NO FEE ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 1/9/2017 Comment: FRONT COUNTER REVIEW COMPLETE Angela Huff 1/9/2017 Comment: PLANS EXAMINER REVIEW PENDING Gfa-Engineer 2/14/201'7 Comment: PLEASE FILL OUT AND PROVIDE 2 COPIES C/ COMPLIANCE 2/14/2017 Comment: PLEASE PROVIDE THE ATTACHMENT METHOD t SUBMITTAL AFFIDAVIT OR PROVIDE 2 COPIES OF . 2/14/2017 Comment: PLEASE REVISE POLYGLASS POLYSTICK TU PLUS Pr APPROVAL SUBMITTAL AFFIDAVIT AS THE DESIGN PRL 2/14/2017 Comment: PLEASE REVISE THE PRODUCT APPROVAL NUMBER FOR, APPROVAL SUBMITTAL AFFIDAVIT AS THE NUMBER NOTED\ I I r I 1: Y, p Planning&Development Services REVIEW COMMENTS Building&Code Regulation Division 2300 Virginia Avenue ' Fort Pierce,FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 Page 2 Comment: PLEASE PROVIDE THE ATTACHMENT METHOD FOR THE TOWN AND COUNTRY SHUTTER PANELS ON THE 2/14/2017 • PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OR PROVIDE 2 COPIES OF THE TOWN AND COUNTRY SHUTTER PRODUCT APPROVAL ZONING REVIEW INCOMPLETE Lydia Galbraith 1/24/2017 Comment: PLEASE PROVIDE PROPOSED FINISHED FLOOR ELEVATION ON THE SURVEY.THE MIN.REQUIREMENT IS 1/24/2017 18"ABOVE CENTER LINE OF THE ROAD.CENTER LINE IS 50.50'.SEE ST LUCIE COUNTY LAND DEV.CODE CHAPTER 7.04.01 C. 1/24/2017 Comment: PLEASE PROVIDE TOTAL COST OF CONSTRUCTION Comment: PLEASE BE AWARE THAT THE PROPOSED SHED ON THE SURVEY REQUIRES A SEPARATE PERMIT. 1/24/2017, PLEASE BE ADVISED THAT THE SIZE OF THE SHED IS TOO BIG.A SHED IS AN ACCESSORY STRUCTURE AND IS REQUIRED TO BE SMALLER THAN THE MAIN STRUCTURE(SFR). 1/24/2017 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW.THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. I ' i i i I l Product Selection � 7 House Panels 400 A"House Panels" ! Optional & x. Secondary Line Side Main Main Lugs Semi- Breaker and Neutral Rush Surface Ampere Main (Not Service (Lugs Not Catalog Catalog Rating Security@ Bypass 0 Breaker Included( Type WC Dist Included) Number@@ Number© 300 Ringless Lever CSR2150 BW/CSR OHNG 22 8/16 Lug — HP816P300BSL 300 Ringless - Lever CSH2150 BW/CSR UG 22 None landings for — HPC30SHL compression 400 Ring None CSR220ON CSH UG 22 32/42 — CG403242SHC' 400 Ring None CSR220ON CSH UG 22 12/12 — CG1212P400BS @07 400 Ring Manual/TEST@ CSR2200 BRH/CSR UG 22 None — HP40SHA@ 400 Ring Manual/TEST@ CSR2200 BRH/CSR UG 22 40/40 — HP404040SHA e s 400 Ring None OK2400 None UG 22 None — HP40@ 400 fling None CSR2200 BRH/CSR UG 22 None — HP40SH G� 400 Ring None OK2400 None UG 22 24/42 — HP40244201 400 Ring None GSR220 BRH/CSR UG 22 40/40 HP404040SHF@ HP404040SHC@ 400 Ring Manual/TEST @ CSR2200 BRH/CSR UG 22 40140 HP404040SHFA0- — 400 Ring None CSR2200 BRH/CSR UG 22 8/16 — HPRIGP40OBS s f a 400 Ringless Lever CSH22GON CSH UG 22 12/12 — CG1212P40OBSL01 400 Ringless Lever CSR2200N CSH UG 22 42/42 — C0404242SHL ;M Ringless Lever CSR2200 BRH/CSR UG 22 None — HP40SH1.0- 400 Ringless Lever CSR2200 BRH/CSR OH/UG 22 None — HPC40SHL@ 400 Ringless Lever GSR2200 BRWCSR UG 22 40/40 — HP404040SHL@ 400 Ringless Lever CSR2200 BRH/CSR UG 22 8/16 — HP816P48OBSL" 400 Ringless Lever CSR2200 BRH/CSR OHAIG 22 4/5 — HPC4046SHLG @ 400 Ringless Lever CSR2200 BRH/CSR OH/UG 22 4/6 — HPC4046SHLX@ Bolt-On Sockei 400 Ringless None OK2400 None UG 22 24/40 Lug — HP40MB @ 400 Ringless None GSR2200 BRH/CSR UG 22 Y4/40 landings for compression — HP402440SBH @® Notes @ Confirm security type for individual EUSERC utility requirements. Included in all of the following devices U It unit needs to be semi-flush,order accessary item catalog number HPPR to convert all surface mounting devices to semi-flush mounting. U BR style has HP prefix CH style has Ca prefix -lest'or-Manual"bypass allows utility capability to bypass the meter socket during service operations.The terms are specific to meeting utility requirements but function identically. Reference drawing EUSERC DWG-302A,61. Feed-through lugs included. For10 LAIC,use OR or BW breakers as secondary main. U Includes manual bypass and additional ground lug to meet Nevada Power rerunemenu: ® To order a 5th Jaw Kit please order M_SLSTK Georgia Power appmva u Xml auara;:Zz 0 Bolt-on meter SCcx=: Volume 1—Resideritial and Light Commercial CA08100002E January 2019 www.eatoncom V`144-4y I i _ _, ea,.;�7rpi,w!r _ w ,.. ,,y� .py, ,..� - - . } - .i , ' . . j.. .i I ' �� _. __ .�_ _. - .__ .�.._ . . _ � _ �_ J .L j 02/26/2018 16:27 77258964c-P-\ KSM ENGINEERING PAGE ''-61/01 0% A KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN.(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 3297$-1 S77 SEBASTIAN (772)589-0712 PALM BEACH(561)845-7445 www_ksmengineering.net MELBOURNE(321)768-8488 FAX(561)845-8876 E-•Mail: KSMne KSMENGINEERING.NET ST LUCIE(772)229-9093 C.A.;5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1657 and ASTM D 2922 DATE TESTED ; February 23, 2018 ISM JOB# : 173429-3d/SS/et PERMIT# 1701-0137 CONTRACTOR Sharina Baka JOB LOCATION 3901 Millisa Terrace Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill for the House Pad TEST LOCATION DEPTH * PEN DRY MAX: DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0"- 12" 50+ 115,1 116.4 98.9 2. S.E. it 11113.7 If97-7 3. Center 11 to115.9 99.8 4. S.W. If ki114_5 If98.4 5. N.W. 114.8 To98.6 Soil Description- Brown and Tan Sand 117.0 1 I ] I I ! with Clay wi i i i i i In Place Moisture: F 9.1 Percent ! { I I I I I G Optimum Moisture: H I I I I I I T 11.0 Percent I Max. Dry Density: p 116.4 P.C.F. C c,,,a�Test Locations The Density & Penetrometer Readings Indicate the I I I f I Degree of Compaction Meets D f I I I ! I Minimum Required R I 1 I I I 1 for UnstM figundation. v 114.0 �— �- !— ._ �_ •— —.._!. � —; — •—, hOn to Natural Grade- s s 10 11 12 13 14 '�. Moisture-%of Dry Weight M I O mid ' Cr * ; sbh q�qro ogmail'com ' lie County Building Department ���?asnedA97�A'tSonalr� G, Keller. P,i:,:37793/Sf Lic. Nr,;850 / Julie F_, Keller. PE„68366 - BOUN[�ARY SURVEY 11oi-013 LEGAL DESCRIPTION: ABBREVIATIONS: SMEYORS NOTES: (Supplied by Client) SET.Set 6/6'lvop�r�pbar J�yIM .I Lot 4 of ello9 cap marked PSl1 554 .Unless otM1erWiae noted onlyrotted easements yy HARTWAN HEIGHTS iD-Found 5/8'Iron Rebor. are sho1M hereon. 0 U411 ONE F.F.E.-Flnlahed Floor Elevallo 2.All Lot dimanslans sho*n are per plat unless iccarding to the plot lhereal OW-UN—OH-^Over Head WIres otherillse sha*n. as recorded In Plot Book 17 X—X—X+Chain Link Fence 3.No underground utilities or isprovemenls here pages) 22 -00-t4 P11oat Te Fence located unless other*{se sheyn. of the Public Regards oI -R'Wd lent° 4.This site Ices iyithtn Flood Insurance,Rate V Sl.Lucia County,Florida. st'FPL Tranalormer Pad Zone X Vap/121lIC0188J Dated 2/16/12. PLWalue as ylatted 5.Flood Zone shW hereon is an interprelollon R e Radius of curve by the surveyor and Is provided as o courtesy. L u Length al curve The Il and zone should be veril led by a Oal��yy of Curve del arminalion agency. 4eafured 8:Bear in a sho►n hereon ore booed on IM1e Cent ar Concrete Conc pto Pad Ilse a IL to th TERRACE as Dainq home.. YT'1f •Wafer iAeler according to the PI at deterlDed hpreon. pother Pole 7.P.U.D.E.denote.Public Utllltiee;ond Drainage o Ulllily Be. . Easement. e11 8.The accuracy oI this survey is premlaed-on the RIgAI of day expected use of the survey.The expected use/ r1M�Drainagye Proposed and Eslalin purpose of this survey h 0 last locatbetter. Accuracy,-I loot In 7,6D0 lent or Oetlar. ALL DEVAMis 9*MM AIM BAD ON Ay AM*DATA 9.Additions or Deletions to this survey imp by other than the signing surveyor Is prohibited MUSA TERRACE shout ripen consent. ti0'•RO.'*.-20'ASPHILT'ROAD p s�aT AQ10 S881071 72.49° '�—II—i°ng0ly°- -�'-�spu��IoGAnciWvul�m m' P.umt IAm4m M1Iy 'addo — — 1 a�,�Qoo .. h DI I 1 APR.2 5 2018 sDu ST.Lucie County,PermitUn9 q I �� 70.47 Top -6Z61, co PKIPOSED a 5287 I tpV I _ 1D h I N I St. cle a. 1612' mnr I Di St. F I Approved 19n' I � I W a TOP-5214'� I 1965' v PRQP=EFE=52.08. i era i� o I o a I I P I I I , 29 P.0 E 88'33'19-E 170.90' 3901MLLISATERRACE certilled to:SH i B Atlantic Land Designs BP#-1709-0495 SCALE:1'=50' ' DATE:3 20 18 al the Treasure Coed. LB71 mI la+crow s.-air..+w.n e .rL wet 1..rail—lily mot IN airs/eensa°°rain 1.M.w..mail DRA'Mr{: C\JC mailing Adds ma to ne+w en q�t.et�mw.o.on wt.n in tea n.Id.Tel. P.O.Box 1421 Jansen Beach,FL 34958 ry 1 wt.ma Yiolu�T.re°Iwl"slpb°rae of Captor Otlf 2018-0132 ALD55UGgirail.com(772)398-4290 Flailai oe.lnhpatire vacs. far..,, J es A. °"e"°"°°""""�° PSat5s/3 IATE: REVISIONS AfiJa h. e iro J I oacmi LAST FIELD DATE:3 20 iB scrunmea µowmerA+nrnG¢r�craoa Nicseu SURVEYORS' NOTES: 1.Bearings shown hereon are based on the centerline of M11isa Terrace as platted and bears N 88'36'11'E. _ 2.Written dimensions take precedence over scaled dimensions and distances are not to 1--led for construction and/or design purposes. x - 3.All distances and bearings are as Field measured and are coincident with'PIAr on. n data unless otherwise noted. 4.This drawing is not wlid without the signature and Original raised seal of a Florida license. ^ryor&Mapper. ""- 5.This survey is based upon a description famished by the talent there has been no search o,ty4 public records done by this office. 6.tProperty lies in Flood Zone'K'as scaled from the National Flood Insurance Program Rate Map; munity Panel Number 12111CO186 J. wih an effective dale of February 16.2012. �S _7.This surve y is not covered by professional liability insurance. I TE TT ' 8.City water&sewer are not awlable in this ea. ..,., „u a` "'�""• 9.No undergrouninformatiutilities or improvements were located unless otherwise shown. 10.Elewtions shown hereon are based upon an assumed datum. ,. _ 11.This plan information to be verilied by crohtractar prior td w aaneatmn. LOT 3 (60' Right-of-way) 20' Pavement h 5 A.. (VACANT) Millisa Terrace 1 = Vic' _ N 88'36'11'E -48.17' 1 s9� Vicinity Map (Basis of Bearings) yo e` (Not To Scale) N DO'10'01" E 362.98' BENCHMARK FIR 30'00 ASSUMED tie L=15.50' (ASSUMED) o' NI i xs' o = m•e w , , -44 24 5 PK NAIL ' R 20.00' ELEV 50 00 ' ±DW1S�DRAINnELD D- eJ^ FlR SET '!' 1as.00' __ -(TO BE Pucm BY on¢Rs) �`r° a , ;o - t'-- ap PRdrosmi", _... - ' `y'Ox � ``�pM1 ' - _ I I a •�' LEGAL DESCRIPTION: LOT 4, HARTMAN HEIGHTS UNIT ONE. PROPOSED SHE I ? y�• ,p`$ according to the map or plat thereof.as , ' •• ' (PIIDPOSED"E=e2.fio)' n � - yo -a recorded in Plot Book 17.at Pa a 22,of 1 ' B6.lf PRDPO6, ill 0' u the Public Records of St.Lucie County, in 52 � �� ___________ 3 IB'ORIVEWA a'x Florida. m 33.1s' g PROPOSED ONE-STORY RESIDENCE - r W \\\ 0`O, 2a6r q9.a?. t� raa oN $ LOT AREA: 52.B30 Sq.Ft.; 1.21 Acres± z \ I A PROPOSED SHED x C°vERED 8 0°' i, x'9. R 1 (PR�a5E0 fiE�6i60 $ P.RCH Naa r D°vERE° STREET ADDRESS: xa=Muisa Terrace, ro ) v PORCH 10 O• a Fort Pierce.Florid.34947. o g LOT 4 $ 4.1y 3ooe o O •9 � � re (VACANT) loo' � f dR�os6o 00'4. 'b I1I14.SETB:ACMIE'Q. 51 Afa ]Silo .6Y" 44.00 = PR�ogD I6'DRIVEWAY -� OWVEWAY FlR '� `P I au LOT 5 Sma_S lo_�I _ GoCNn SID I o E - d' . (OCCUPIED) 1 — REARI G. IECf / `0 �ao'ouEJ N 3V DUE CERTIFIED K Found 4'%4' A SHARINA BAA Con rete Monument �'><FlR (Not Platted) N 00'07'31" E 332.84' Dafe of Last field work:ll/23/2016 LEGEND ' Boundary Survey&ISite,Plea proposed CONC=CONCRETE pr =TELEPHONE RISER �►e n n e t t Revised: Add he ased well&septic,WB,12-06-16. Prepared an the order oil Revised: Add shed and proposed FFE(s),WB,06-22-17. �� SANITARY E RIGHT O • WATER METER CL =CENTERLINE RIGHT OF WAY A/C=AIR CONDITIONER PAD Si1flT1IIfl BfliCfl JUNE 22, 2017 EP =EDGE OF PAVEMENT ± =PLUS OR MINUS Bennett Surveying, Inc. I FIRC=FOUND 5/8-IRON ROD FIP =FOUND 1'IRON PIPE 107 Augusta Court Fleld: I.M BB Job No.:18-1028 Date of Signature WIUJAM B.BENNETT &CAP(UNNUMBERED) (UNNUMBERED) Jupiter,Florida 33458 / Professional Surveyor&Mapper. FIR m FOUND 5/8-IRON ROD FND=FOUND NAIL&DISK Drawn: WB Dafr.I1/24/2016 Florida GertlRcale Na.635J (UNNUMBERED) (UNNUMBERED) tel:772.J36.4933 _ LB No.7608 4dPa-SPOT ELEVATION FFE =FINISHED FLOOR ELEVATION email:bennetts—eyingOyahoo.com Scale: 1"=30' .Sheet:) 1 0! 1 f SOUTHERN TRUSS COMPANIES, INC. SOUTHERN RANDY@SOUTHERNTRUSS.COM TRUSS 2590 N.KINGS HIGHWAY/FORT PIERCE,FL.34951 -? �C O M PAN I E S (800)232-0509/(772)464-4160/ (772)318-0016 Fax: Project Name and Address: Baka Residence Ocpu Panc y: X Single-Family Lot: Block: County: Port St.Lucie Multi-Family Truss Company: Southern Truss Companies, Inc. Commercial Truss'Engineering Program: Simpson Component Solutions Plates By: Simpson Strong-Tie Contractor/Builder: Eric Gonzalez �+®��, Model: Residence Elevation: Options: STAIJEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2014. The truss system has been designed to provide adequate resitance to wind load and forces as required by the fol!lowing provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: -- P.S.F. Design criteria: ASCE 7-10: 170 MPH Top chord dead load: 10 P.S.F. Top chord dead load: -- P.S.F. Engineer:Brian M.Bleakly Bottom chord live load: 0 P.S.F. Bottom chord live load: -- P.S.F. Address:2590 N.Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: -- P.S.F. Fort Pierce,FL.34951 Duration factor: 1.25 Duration factor: -- Mean height: 15'-0" Exposure: C *10.0 P.S.F.bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee,FL.Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 C5G 41 HHV4 61 81 96 2 IAIOG 22 CJ3 42 Jl 62 82 97 3 Ai 23 05 43 J3 63 83 98 4 IA2 24 07 44 J3A 64 1 84 1 99 5 IA3 25 D1 45 J3B 65 85 100 6 iA4 26 D2 46 J5 66 86 101 7 1A5 27 D3G 47 J7 67 87 102 8 iA6 28 1 D4G 48 J7C 68 88 103 9 IA7 29 1 El 49 MV10 69 89 104 10 !A8 30 ElOG 50 MV2 70 90 105 11 'A9 31 E2 51 MV4 71 91 106 12 IB1 32 E3 52 MV6 72 92 107 13 IB2 33 E4 53 MV8 73 93 .108. 14 I B3 34 E5 54 PB 1 74 94, - 15 B4 35 E6 55 PB2 75 95 = 110 . . 16 BS.G 36 E8 56 1 76 17 . Cl 37 E9 57 77 �\\I11111///�� 181 C2G 38 G1 58 78 v\\\f\" M•_BCF /// 19" C3 39 G2E 59 79 p''�,OGENSF���,��� 20 ' C4G 40 1 G3G 60 80 As witness by my seal, I hearby certify that the above information o PE 76051 is true and correct to the best of my knowledge and belief. Name:Brian M.Bleakly Lic.#76051 S ATE OF /®NAL���\�\ �//11111111\�� i TYPICAL DE`t'AIL, CORNER - HIP I NOTE. NDS=National Design Specifictions ALI WAI3LE REACTION PER JOINT ( for Wood Construction_ Q UP To 265# = 2-16d NAILS REQ'D_ 132.-5# per Nail (D_O_LFactor---1.25) nds toe nails- only have 0.83 of © UP To 3941 = 3-16d NAILS REQ'D_ lateral Resistance Valve. K 12 • t,�� -® u °n n J1 � A 6 Inl Y 0 J3 J5 7-0-0 HIP GIRDER ER (HAP GIRDER) A /+ A A 1 12 ® �0 1-5 OVER IQ I "TYPICAL CORNER LAYOUT 9-9-5 • CORNER JACK GIRDER CHORD HANGERS FASTENER - GIRDER JACK J1�I3 TO HIP JACK-GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - �� J5 TO' HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - BC - - - - - - - 2-16d nails - - - J7 TO HIP GIRDER TC 6d nails -- - - - - - - 3-1 - - - _BC - - - - - - - 2-16d nails - - - - - HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - BC - - - - - - - SKH25 - - - - - MINIMUM GRADE OF LUMBER LOADING (PSE s� trtc 7S2 T-C. 2x4 SIP #2 L 0 FHCZOIO ' B_c_ 2x4 Sip 12 TOP 20 arTaM a0 10 WEBS 2x4 SNP No3 10 SPACING 24" O.C. r SOUTHERN . .R Fort Pierce Division TRUSS 2590 N. Kings Ffighway, Fort 51 L-P90MPAP.IES (800)232-0509�(772)4 FL 54--4.160 /�,.,,,, Fox:(772)318-0016 By- Stephen W. Warter. Structural Ong- License 54395 2590 h[, Kings Highway, Fort Pierce, Fl..••34951 I TYPICAL DETAIL CORNER'- HIP ------------- ;NOTE NDS=National Design SpecTictions ALLOWABLE P.EkOON PER-JOINT for Wood CDnstruction_ 132.5� per Naii (D_O_LFador=l_25) UP 10 26 = 2-16d NAtls REQ'D_ i' nds toe nails only have 0-83 of ® UP TD 354i = 3-16d MLS REQ'D lateral-Resistance Value. 12 OVER 'A A --�A tt n II n 'V a a a a Y a a a tt A t = is o ® o A o 0 0 N ( y H5 c MP GIRDER ® O ® ® 7 �avL,, F_ ' TYPICAL CORNER IAYour 7-0-1 4 CORKER BACK GIRDER _ - CHORD HANGERS - F_A4STEN Erg GIRDER JACK _ TC - - - - - - - 2-7 6d�na7s - 1 J1-J3 TO iilP JACK GIRDER - - - - I -BC - - - - - - - 2-16d nails - - - - TC - - -.- - - - 2-16d nails - - - - - J5 TO HIP JACK GIRREit BC - - - - - - - 2-16d nails - - - - TC - - - - - - - 3-16d nails - - - - BC - - - - - - - •2-16d nails - - - TC - - - - - - - 3-16d nails' - HIP JACK. GIRDER (CJ5) TO HIP GIRDER BC - - - - _ - _ 2--16d naffs - - - - - MU'4f[1M QFADE OF LUMBER UlADAIG (pg� s1R•per 25z `y L Q- 3~ 'CC 3z4 SYP Q2 - . H� 7s4 sTP p2 -lop Za l CYj VESS 4 51P Ro3 BOTIM 00 10 SZ'ACO}G 2.47 0 G 1 _ SOUT ER P�-Ap Fort Pierce Divisicm - tUSS 2590 N_ 1Gngs Highway, FL 3&951 (800)23Z- 5 9 0 Ferce+ -COMPANIES (772)4-64-4160 ybt - Fa�(772)3I8-0016 I L-BRACE DETAIL I 1 " r - Nailing Pattern . Note:L-Bracing to-be used when continuous L-B race size Nail Size . Nail Spacing lateral bracing is impractical-L-brace =st cover 9a/c of web length_• '- 1X4 Dr6 10d 8!-D'c. 2x4,6,or 8 16d 8"D_C_ Note:Nail along entire length of L-Brace L-Brace Size (On Two-PVs Nail to Both Plies) for One-Ply Truss - Specified l-otrfinuous Rows of Lateral Bracing Web Size 1 2 Nals 2x3 or 2x4 1 X4 t 2x6 US ` 2x8 2x8 t** DIRECT SUBSTITUTION NOT APUCABLE. / SPACING W1=B —A } L-Brace Size forTwo-Ply Truss L BRACE Specified Continuous Revs of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 — ' 2x5 2x6 2x8 2x8 DIRECT SUBSTM.MON NOTAPUCABLE. Nails Sec5on Detail l Lam/ L-Brace Web L-Brace must be same species grade(or better)as web member_- i SCAB-BRACE-DE FAIL AIL S i-SCAB-BRACE i - Notk Scab-Bracing to be used when continuous lateral bracing at nidpoint(or T-Brace)is impractical. . ' Scab must cover full length of web+1-6". THIS DETAIL IS NOTAPLICABLE WHEN BRACING 1S REQUIREDAT'113•POINTS OR 143RACE IS SPECIFIED_` APPLY 2x SCAB TO ONE FACE OF WEB WffH 2 ROWS OF 10d(S'X 0.131-)NAILS SPACED F"O.C. SCAB MUST BE THE SAME GRADE.SIZEAND - SPECIES(OR BETTER)AS THE WEB: I I MAXIMUM WEB AXIAL FORCE=250D Ibs MAXIMUM WEB LENGTH=12:-0" 2x4 MINIMUM WEB-SIZE- SCAB BRACE MINIMUM WEB GRADE OF#3 • Nads� � 5ec5on Decal _ ® 2E Scab--Brace Web Scab-Brace must be same species grade(or better)as web member. I . T-BRACE/ I-BRACE DETait Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical_T-Brace/(-Brace must cover 90%of web length- y - - Note:This detail NOT to be used to cdfivert T-Brace/I-Brace webs to continuous lateral braced webs- Nailing Pattern - Brace Size T--Brace srce Nail S¢e' Nail Spacing far One-Ely Truss ix4 or 1 x6 --Tod ' 8"o•d 'Specified Continuous 2x4 or 2x6 or 2xB 16d 8"o.r- Rows of Lateral Bracing Note:Nail along entire length of•T.-Brace/I-Brace• Web Size 1= 2 (On Two-PIys.Nail to Both Plies) 2x3;oc2x4; fx4 T-Brace ix4 I-Brace 2x6 ix6()T Brace 2x6 I-Brace 2x8 2x8 T Brace 2x8 I-Brace alternate position ,Nark Brace Size for Two-Ply Truss Specified Continuous Rows of Latest Bracing SPACING Web Size 1 2 } 2x3 or 2x4 I2x4 T=Brace 2x4 I-Brace :} _ 2x6 2x6 T-Brace 2x6 1-Brace WEB �% `1. 2x8 2x8 T-Brar e a l-Brace � � . t t: :: X T--BRACE %I Nails � Batson Defarl . T-Brace Web alternate position Nails T Brace 1 I-Brace must be same species and grade(or better)as web member- r)NOTE If SP webs are used in the truss,1 x4 or 1 x6 SP braces must be stress W ' 1-Brace rated boards with design values that are equal to(or better)the truss web design values_ For SP truss lumber grades up to#2 whh 1 X bracing material,use IND 45 for T-Brace/l-Brar:e For SP tnus lumber grades up to#1 with 1X bracing material,use IND 55 for T-Brace/I Brace Nails. . ' '• �Fbf�Jrns.�o ors -'_==��=�-:�� �--=__-•.-'�-�--��.----"• � _ '—��`' These prodacs are ahradable wrlh add&' anal corrastun polacbm Admand praduds on W-7hese product are approved farlasW&tan with the SbmrglOrive SD sbucturaE ffikpage may aim be auaftk wO Uus aptian,check with Simpsaa Strong�e fordabLb, Camecturscrrw_Seepage 30 forthe-fled subshhfta ardSlls'CSwsiZP- Fi-=8i Model Ntin_ DimHHEI Fasteners r DFJSPAll able Loads= tires SPF/HF Allowable Lnads Heel Ga r r a 4;, s4 ,r - �r. Code 'No_ WCarrying Carriedp ';_ :zRoot;�Wnd Uplift' Floor Snow Roo[ 1Nind Ref Member Member_ sul;wl1eQ (115)i (?? ;`(�soj (ISQj pDQI hlsj (� (1�j DDUBLE&SM LLI57-4-2 N 18 3% 314 Z 4-15d 2-16d 44a SW 910 985 1250 380 680 7W 945 1070 LUS26 Z 4 w 18 314 4'/c 2 -0-i6d -016d '980• 1 11Q 1090 1395 17,F6•L17 j - - — HHUS26 2 4i5� 14 3355 534 3 14-16d . 6-16dSSU �55 �d4OSr=� 13g5 239D• 2710 2925 3665 11GUS26-2 4%s 12 M 5Y. 4 70-16d B-16d �]55a S5^'4875=�52304 r ; 1855 37% 4200 4509 4795 17,L77 LUSZB-2 4%a 18 334 7 94116dlli-l. 6d 1165 1315 1500 1625 2060 1000 1125 12BS 1390 1765 HHUS2I-2 M 14 M 7% 16d 20D0 42.10 4770 5140 6440 1720 .3615 4095 4415 5375 17 L1? HGUS28-Z M 12 3% 7�56 16d 3235 7460 7460 7460 7450 27BS 641S .6415 6415. 6415 R,L1T C!lSZTD� 67ic 18 3 9 16d74183= _ 755 off? 1500 1565 . 1785 1935 2455 HHUSZID� 8% 14 3Y. 8% -16d 4jIQ��635��180��688Df:�7365� 3525 4835 5270 5380 5765 ��U7 HGUSZID•2 M 12 3514 _%re -16d 4095= 7 3DD�•L9t00:�.;708 3525 7465 7730 7825 7B25- f7 L17 TMPLEZxMZES HGUS26-3 4% 1Z 4% 514 4 2D-15d 8-16d 2155 4355 4B75 5Z30 5575 1855 3750 4200 4500 4795 HGUSZB-3 fi94e 12 4% 7Y4 4 36-16d 1215d 3235 7469 7450 7469 7460 2765 6415 6415 6415 .6415- liGUSZ70-3 8-5c 1Z 4-A 9Y. 4 46-16d 16-46d •:M- _' - OOv�-13AMP'9100: 3525 7825 7825 _7825 7825 17 L17 HGUS212--3 1DN 1Z 4% 10% 4 56-16d 2D-16d 5D45 9600 9600 96M 9500- 4335 6255 8255 8255 B255 HGUSZ14-3 12% 12 4qx 12% 4 66-16d 22-16d 5515 10100 10100 1D1DD 10100 4145 8685 8685 8685 g6>i5 UUADRUPLE2XSIZES m HGU$" SK 12 M 5'/w 14 20-16d 8-16d S�T� _-035= -_ y.: 1855 375Q 4200 4500 4795 m H6US28-4 7'/ M 4 36-16d 12r16d _ 46__ -�'Q TAS 2785 6415 6415 6415 6415 1,L17 H6US210 4 9'/ 12 Elc W. 4 4616d 1616d 4095 9100 9100 9100 �9100 3525 7825 7825 7625 7825 17,F6,L17 y HGUSZI2-4 10% 12 M 1 WA 4 56-16d 2D-16d 3(�455'�6Q0 �60__�60[lt_�60tiz 4335 U55 8255 8255 BZ55 n HGU5214-4 1Z% 12 -6Ac 1ZX 4 -66-16d 2216d 5 �810[> p1D- 0]Dq 4745 8685 8685 8685 8685 n L17 a &SUES o UIS46 4% 18 335e 4% 2 4-16d 416d 1165 1039 1180 1280 1625 1D06 BBO 1G% 109D 13M 17.FkUT HGUS46 4T/w 12. 3K 4'/is 4 20-16d. 8-16d 2155 4355 4875 SMa 5575 1a55 - 3756 4200 4500 .795 17,L17 • o HHUS46 4%. 14 3%. 5V6 3 14-16d 6-16d 1550 2790 3150 34111 420 1335 2390 Z7111 2925 3665 LU548 43b 18 13Y. 2 6-76d 4 76d I1-' 315�_ ':= 5L52b6D: 10D0 1125 1285 1396' 1765 HUS48 VA 14 33k 7 2 6-16d 6-16d =�55(f�5� - -==19b_-�� 1550 1365 1555 1680 Z115 ��•L77 �- =r d HHUS48 6i4 14 3% -PA 3 1 22-16d B-16d 172p 3615 4095 4415 5535 HGUS48 6T/- IZ 31L TAG 4 36-16d 1Z-15d 5� 41 46_U- 345U7 2785 6415 6415 -5415 641S T7•L17 z LUS41D 6% 18 331kBY. 2 8-16d 6-16d 1745 183D 2090 22ES ZB70 15D0 1565 1785 1935_ 2455 a HHUS410 EPA 14 3% 9 3 30-15d 10-16d 3745 5640 6385 Bee 7165 3440 4835 5480 591p �� T7,F6,L17 to " HGUS410 89a 12 3% 9 4 46-16d 76-16d 4095 91011 9100 9100 9100 3525 7825 7B25 7BZ5 7825 z HGU5412 ID'rS6 12 �3%. �1M 4 5616d 2D 16d _ _ bb8� _60LY-= 6DOY 4335 B255 B255 8255 8Z55 o _ 17,L17 s HGU5414 1Pfrc 12 4 6E16d 2216d =L�DjO'_ `II10 1670Ra OIOd 4745 8fi85 86H5 8685 8635 - - - 1.Uplift loads have been incmasedM%furwmdoreatihquala:loadmgwBhnoiurther TANSIP15PF,T-ANSITPISP and T-MITPIDF for allowable loadstfm1mnsider hharase allawed.For normal loading applications such as eanhlever crostruction ANSUTPI 1-M wood member design aiteria(see page 213 farddar7sj_ nefarto Shnp_mrr Strang-Tie ConnectorSelecfaf7sof6vare or carservath* 3 Loads drown are based on minimum of 2-ply 2x carrying membe4 Win 3t carrying divide the uplift load by 16, members,use 16d)=nails irdo the header and 16d commons hdo the joist with no 2_Wind(160j is a dawnldad rating. load reduction-With single 2rc carrying mein ® 3_Wui enneel use 10dXt34 reads brbi the header height show[tis required to acihievetuB table toads Far let than and 1 Dd hammons into the joist and reduce the toad to M d thetable vwur, o mialmum heel height see tezWcal bulletin T-MHEEL(see paDe VS fordEb4 6-NAU-S--16d=0.16Z•dax3ITlong_ 4.Tntss chord aosr•grain tension may lind domble toads.Referto technical bulletins See page 24-25 fornther nail sizes and WarmaGon_ 133 f _ Southern Truss Companies,Inc. Truss: Al SOUTHERN 2590 N.kings Highway PlojectName: 8251 TRUSS Pierce,F134951 Date: 6/14/2016 82732AM Co on SolutionSTM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of1 Truss Tr V Iion:20165[Build 52 Span Prteh Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 50-5-0 6/12 1 14-0 0-M 0-M 0-M 1 24 in 337 ibs 51-9-0 14-Q 5-9.8 5-9-8 3-1-0 6-4-1 4-3-15 4-3.15 5-0�i 5-0�i 5-9-8 11-7-0 14-8-0 21-0-1 25-0-0 29-7-15 35�5 40412 48-0-0 50-5-0 5-5-13 5x6- 1x4 I 5x6- 6 7 8 12 12 16 g� 1x41 tx4 I 9 5 6x6/ 5 3x4! 4 x6! 4x4- 4x4- 0 3 0 11 12 W 6 3x4/ n N 4x5 131. 2 1 20 19 16 1 23 6x7- 5x7-4x4- 4x7- 4x4- 4x4- Sx614 13 1x4 j @9 1.541 7x6- 12 D-M 1-0-0 1-M D-0-0 5-9-8 5-9-0 3-1-0 10-8-0 9-8-5 6-5-13 6-5-13 2-5-0 5-9.8 Y1-711 14-8-0 254-0 35-0-5 4.23 48-0-0 50-SA Loading General CSI Summary Deflection U (loc) Allowed Load (1st) &dig Cod:: FBC 2014/ TC: 19400I1) 1ell1 QW in L1655 (21F21) L/240 TCLL: 20 TPI I-200/ DC: Qffi(1g20) Nell I.L. 0.32 in L/999 (2021) L1360 TCDL: 10 RepMtrinaease: Yes Wb: a77(12.13) Hoe Ti. Ql2 in 13 BCIL: 0 D.O.L: 125% CreepFaaa,Ka-1.5 BCDL: 10 Plate ONsets(1nt:X,Y,An& (1:34,2.3,Q) (2:1-12,3-1,36.) (3:0.13,1A,26.) (4:043-15,26) (5:1-12,3-1,90.) (6.0-2,3-15,Q) (XGg3$90.) (8:0-Z345�0.) (9:0D,3-M90.) (1QO ::76) (II:0A3A0.) (WA3$Q) (I3 -$3$Q) (I4:1-12,38,9Q) (1ST-12,2_$a) (16.fiQ38,Q) (17.0Q240.) (18DQ34lIt) (1 A24Q) (2M. 34a) (21:1-123$0.) (Z2:I-123$Q) (m.0Q34C90.) RI ction Summary 1T Tyne Dg Canbo Erg Rddh Material Rqd Btg FBdth Max Bract Matt Gra Udift Max NVnd Uplift Max Uplift Max Haiz Ii Pin(N1411) I Sin Concrete Masonry 3.00 in 235 lbs -1041hs -13 lb, -104 lb; 4121ts 22 H Roll(WI) 1 8 in Concrete Masonry 3.63 in 3,073Its - -1,2ffi Ibs -1,285 Bs _ 0lbt 13 H Roll(U611) 1 5 in Concrete Masonry 3.00 in 1,488Its - •64311a -W lb; O Rs Material Summary Bracing Summary 7C SP(ALSC6.2913)t2 1t4 TC Bracing Sheathedor Pulins at 2-IDA Puiin design by Others. BCC SP(ALSC6.2DI3)#2 N4 except: BC Bracing Sheathed a Puffins at 4hQ Puffin dsign by Others, 117-19 SP(ALSC6.2DI3)SS 2x4 19-21 SP(ALSC62DU)SS 2x4 Whs SP(AISC620G)#YStui Dt4 Loads Summary 1)ihis ores has been dsigned for the effects de to IO psfboam chard live load plus dead lords. 2)This aus has been dsig od fie the effects ofwind loads in accordance with ASCE7-10 with the following leer defined inpd:IA mph dtimte,EV.=C,Folly Fnclacd, Cra6lc&ripBrdldngCategxyllo=I.M0 Overall Bich Di=99ftx52Qh=15f1,Na End2meTms,N6thaendwebcrosidmed DOL-1.33,CC2me Wtdh52 fl. 3)Mnin=stampatticlo3dnginaccadpmmwithlBCTabie16071hasb=applied Member Forces Summary TaHClndcates:Member ID,=CSLmama,aalfarr,(Frax-7..faxifd6erentfionnaxatdalfo ) \\\ \ 7C 24-1 Q3n 36 Rs -6 a642 225 Is (475lb,) 9-10 OLM -Z436lbs ��: ``• I 1-2 Q717 577Its (-553lbs) 67 (Im _IXA It. 10-11 a99 42461 Ib; % �E 76051 24 Q815 1,211 Its (MA Ibs) 7-8 a667 -1.398lbs 11-12 Q759 -7S.Ihs � a m 4-5 0.400 931E -97 Ma 8.9 Q780 -2,4951Is ► (a+�'f�/�—�✓,`� "F_ ,. BC 15-14 QO60 311ba (-00IM) I&20 Q815 1,86Aba (-.97Its)23-1 Q78i -43711sISI6 Q4ffi 7f01hs (-SOD Ihs) Z121 Q815 8641� (�971h;)2i~I a?%i -0371h; 16-18 0,742 2725lbs -1,613ls 21-22 a792 -1.1081hsNitb: 2-23 QIM 269Its 7-2D a100 2D7lb, (-2D61E) U-15 0.575 -1,4191hs s S_A 2-22 Q558 -72811s g20 Q2D -4731Is IS14 0.150 421ta / x� IJ a t �f-y,• ` 422 Q556 -2,409Its g18 a496 1,2991bs (-811 Ibs) 12-15 0.614 1,665 Its (4,094lb.) / • , •7�O`c 1-i J' ��\\ 4-21 Q689 1,925111 (-9f8Ih) 916 a361 4M lis (-396 Ihs) 1513 O n -M lbs /� Qn l� I` f' 5.21 Q310 4I211a (-3871ts) 1618 0.T4 4M is 12-13 0.768 -1,449Its �// " �\ \\\ 6.21 Q76D -1,52611s 1Od6 0383 -996lba - Notes: 620 a369 1,031 its (•477lbs) 11-16 aP-1 2.012lbs (a,0981ts) ��/ass/ONA`1 �� 1)Unlabeled plates are Ix3 2(lg. 2)When this toss has been chosen fa gmlityasstrance inspection,the Plate Placarncnt Method periPI 1-100WA3.2 shall be lard Cq-1.17. 3)Proi&adgate drainag to pment pndng 4) IK lndcates cmtina lateral restraint(CLR)mgimd at the laatim(s)sham.Rows ofC2Rmtat he ad,getelydagnallytraced,see D-WFBCLRBRACE Fa altanetives to CLRs and dagn aal pacing see 6WEBRE04FORCE 5)Ustelwind LIM reactions based on MWFRS Only loading 6)At least me web ofthis Miss has been designed with a nd point in the weh on panel Onts soh webs shall be hared laterally perpendadar to the plane ofthe tens.lateral paces shall be installed within 6"ofcacr webpanc pint j NOTICEAayy ofthis deign shall be funishedlothe nation cattrecta.The design ofthis iadvidal truss is lased on design aitaia and tegirenents st4pliel bythe Tms Mantdko rand relies L4=the aoaracy Brian M Bleakly {V endmr�emess oftheintonation set forth bythe Ba7dngDesigna.A seal on this dawingindcatesaarlYanreofprdcssional moneedngmpmsibdlitysdcyfathetoss contpnmt design sham.Sce the cave= S1ntt Fng#XDSI V andthe"Impo tant Infmretim&General Notes" faad8timal infmretim.All connector plates shall tr aamdactued by Sirtgsm SumgTe Caryany,Inc in amx&nm with ESR276L.All=hector 259D N.Kings High.Ft.Pier¢FI 34951 plats ate 20 gag,mless the specified plate size is follovsd by a"-18"which indicates an 18 Sage plate,a"SP Ir,which indicates a high tmsim 18 gtg plat Southern Truss Companies,Inc. Truss: A10G SOUTHERN 2590 N.Icings Highway Project Name: 8251 I >M TRUSS Fort Pierce,FI 34951 Date: 6/14/2016 8:27:33 AM Component Solutions COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 oft V I Truss ion- Phild 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-8-0 6/12 1 14-0 14-0 0-M 0-M 2 12 in 307lbs 534-0 6-2-0 62-0 6-21 6-2-0 7-0-0 134)-0 19-2-0 25-0-0 31-6-D 37-8-0 2-0 8-0 06 HS 18- Sx5- Bx8- 3x4- 3x4- 5x6 HS 18\ 12 4 5 6 7 8 9 12 6F_ 3x4 xvvx�/ 4x6 HS 181 �6 7x9/ 3 10 3x4\ -o 1 OTT o I 4x7- 4x12\ 1 12 3 to 20 19 18 17 16 1514 13 21 5x5- 8x12- 5x5 HS 18- 47 1 7x7- 2xB l ' 4x1D l 5x5 HS 18- 5x8� ES E4 Q 0 FE_2�Q M E7 E1 E1 E1 E1 E1 MJ=1 E3 ES E8 E9 E10G 0-0 0 D-0-0 7-0-0 6-0-0 8-2-11 B-2-11 B-2-11 6-0-0 7-0_0 13-0-0 21-2-11 29-5-5 37-M 44-2-0 M790 Loading General CSI Summary Deflection IJ (10c) Allowed Laed (P-0 Bldg Code: FBC 2014' TC: a91(11-12) vet 7L: 0.86 in L/595 (16-M L/240 TOLL: 20 TPI I-2107 BC: a97(14-16) Mt LU a34 in L/999 (16-17) L/3M TCDL: 10 ._Rep Mbrinmase: No Nbb: OLM(2-21) Haz TL- 0.16 in 12 BCLL: 0 D.O.L: 125% OmpFactor;Ka=1.5 BCDL: 10 Plate 06ssets(JntXY,An& (1:54,1-s,n) (21-Iz3-1,26) (30-13,1-9,26) (4:31,342,11) (S-K44k(k) (MA0.) (7:042-40.) (s:04D.3$a) (9K3s,13.) (Ia0]4,1-137fi)(11:1-V,-rI,26) 026-50-1413.) (13:ogs4,9a) (14:1-Iz4a.a) (MK2-Iza) (16K44,9a) pr.0a2-Izal (Is ousa9al n91-tzsu(L) t2a0-42-lzal (zl og4a 9a1 eaction Summary A _Type HgCmhho 12g)Mdh Menial Rgd Bg Nldh MM React Max Grav Udift Max Nlnd Uplift Max Udift Max Horiz -I Pin(NAZI) 1 8in Cmcrele Masonry 300 in 1,973 Ih -z02511s -2,378lbs -2,378 lbs 63lbs 21 H Roll(WI) 1 8 in Concrne Masonry 629 in 10.653lts - -5,Sln Its -5,507lbs 0lb: 12 H Rol(NAZI) 1 8 in Concrete Masonry 3.99 in 9%-W]bs - -3,484lbs -3,49ls 0lh; Material Summary Bracing Summary TC SP(ALSMD13)SS 2x4 exalt, TC Bracing Sheathed or Puffins W 3-&Q Phxlin desigt b/Others. 22-3 SP(AISC67013)122x4 3-4 SP(ALSC6-2013)92 M BC SP(ALSC6.2013)SS DS euept: BC Bracing Sheathed a Puffins at 4-14 Pu1in desiph b70thers. '2hl SP(ALSC62013)122a6 Nbls SP(ALSC6213)irStul a4 -qt 2-21 SP(ALSC62013)#2 2A 2-19 SP(ALSC62013)SS 2s4 5-19 SP(ALSC62013)S2 21c4 I:oads Summary 1)This tMs has been desip od for the effects do to 10 psfbortan dhad live load Plus dead loads. M. 2)7his 1n6s has been dsigted fa the effects ofwind loads in accordance with ASCE/-10 with the fdlawingw=deftned inpor: 170mphdtimte,EVM=C,Fuliy Enclmett �� \��� --.� q �X Gabled .11B&dldng CateMy8(1=1.04 Osenall BIt Dins 99ft x52ft,h-15 ft,Not Fnd2meTnas,Neitherendwebumsidsed DOL-133,CC 2me\Vdh 5.2fL ��N RN��� ��Iv1s���S 3)Mini—storage attic loadngin aecadanee with IBC Table 1607.1 has been aoied {� 1s1 •�`� Load Case Irl:Std Live Lead - ;a PE 76051 PohLmds d a Member Location Diection Load Trib Nldh , Bct Chd 90.12 Down 2601bs 24 in ffi Chd 1140.12 Down 260lbs 24 in SATE OF Bot Chd •13412 Down 260lbs 24 in % ffi Chd 15412 Down 2fi01hs 24 in • t��'t ffi Chd 174Y12 Doh- 760Ih 24 in • + /i_ ` Bot Chd 194}12 Down 260 ih 24 in �i� FC O Rtfl P;',1`1 ffi Chd 21412 Dawn 2601h 24 in \� WE Chd 23.&12 Darn 2601h 24 in ..„ Bct Chd 25412 Down MORS 24 in ffi Chd aura Darn 26011s 24 inj0NAL1 \� Bra Chd 27-74 Down 2M Its 24 in !11 I I1 l ffi Chd 29-7-4 Down 26011s 24 in ffi Chd 31.74 Down 2601h 24 in ffi Chd 33-74 Down 2601ts 24 in ffi Chd 3574 Down 260I(s 24 in Bat Chd 37-74 Down 260Ib be 24 in flat Chd 374 Down 2601h 24 in ffi Chd 41.74 Down 260lbs 24 in ffi Chd 43-74 Down 2501h 24 in Bat Chd 45.74 Dam 260lbs 24 in But Chd 47-74 Dawn 344lbs N073CE Acopy ofthis dsigs shall be furnished to the nation contractor.The dsi®h ofthis indvidal toss is lased on dsige criteria and reeµnttnents sh40ied by the Tms Manufacturer and relies upon the acexacy Brian MBleakly mdeornpinmess ofthe int Gm set forth by the BcildngDmi®her.A seal-this hawing indicates acceptance cfphrfessianal engneering mponsibility solely fa the toss co ngahant dsigs shown.See the corer Stnet FngS76051 page-dthe"Important Inlonotion&General Nora"Mr.fa aditimel infatcatim.All connector plates shall be nan ulchxed b!Simps'at Snmg-'re Cangany,Inc in accordance with ESR z7Q.All cmnena SON.King Hid.FL Pisa F134951 Plates are 20 gng,-less the specified plate size is followed b1 a"1117 which indicates an 18 gong plate,a"SH Ir.which indicates a high tension 18�Plata Southern Truss Companies,Inc. Truss: A10G 2590 N.kings Highway Project Name: 8251 SOU Date: 6/14/2016 82733 AM TIRUGS Fort Pierce F134951 Component Solutions7M COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 of2 V I Ttuss ion:20165 uild 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-8-0 6/12 1 1-4-0 14-0 0-M 0-M 2 12in 307lbs Load Case Dl:Std Dead Load PomtLoads Member t.affiim Direction Load TibWkh Bur Chd 9412 Dom 2621bs 24in , Bur Chd 11412 Down 262 Rs 24 in Bat Chd 13412 Down 202 bur 24 in Bat Chd 15412 Dawn 22Ibs 24 in Bat Chd 17412 Down 252Ita 24 in BC Chd 190.2 Dave 262Its 24 in III Chd 21412 Dawn 262 Its 24 in Ba Chd Z412 Down 221 b: 24 in Bur Chd 2S412 Down 2621ts 24 in Bot Chd 254-0 Dawn 2521t 24 in Bur Chd 77-7-4 Donn ffi IM 24 in Bat Chd 2944 Down 262 lbs 24 in Bot Chd 31-74 Donn 262 lbs 24 in Bat Chd M44 Donn 262 lbs 24 in Bat Chd 35-74 Dawn 262 Rs 24 in Bat Chd 37-74 Dawn 26211s 24 in Bot Chd 3944 Donn 2621bs 24 in Bc Chd 41-74 Dawn 262 IN 24 in Bot Chd 437A Down 262 lbs 24 in Bot Chd 45-74 Dawn 2621bs 24 in Bot Chd 4WM Down 3571bs Member Forces Summary Turtle Indicates:Manbcr m,matt CSI,max anal fats,(rtex cants.faro iftifferent fmn—dal face) iC I 7-1-1 6 a 0-107 91ts 559 -5,1833lbs 11-12 Q914 -7,04611s 1-2 Q85 Z777Its (-2,245Ihs) 68 0.679 A2511bs 12-23 Q050 9Its 24 0.624 -2,410It. 8-9 0.579 -5,270lb, 4-5 Q241 -2.1631hs 19-11 0.760 -5,851 lb. BC 112-r-13 0.799 6,29,Ila (-SPIhs) 5M2Ibs (A5711bs 2w Q625 -2476 Its 114 0.794 (4293 lbs (-5,225b, 8-9 Q861 4,401 s (-3,501 Ia)14-16 Q966 5,986 Rs (4,813 is) 19-21 Q625 -2,476ls 31lta 2-21 0.9P A,999Its 5-18 Q907 2,483lba (-1,979 Rs) 8-14 US. .1,0961b 2.19 Q98 5,268ls (A,2921bs) 618 Q575 .1,045 Bs 9�14 a895 2,501 Ila (-2pt91h) 4.19 0.351 979 Bs (-7A Its) 616 Q425 948lbs (-7721bs) 11-14 a621 -1,218 lbs 5-19 Q909 -3,331In 8-16 0278 775 Bs (-5681ts) 11-13 Q358 93911s (8111 lbs) Truss-to-tmss Connections Summary i ID Carved Tnas CaminBTms Can3ing0Rset Angle Tris E5 AIOG 9412 90&g 7TI6 FQ AIOG 11412 90&g T177 E2 AIOG 13412 90 deg ;Tfl7 Q AIOG 15412 90 deg Tr17 Q AIOG 17412 9odeg Tr17 Q AIOG 19412 9odeg Tn7 Q AIOG 214I2 90 deg 17TI8 El AI Or, Ti412 90 deg. ITf18 El AIOG 25412 90 deg ITTI8 El AIOG 264-0 90 dig jTTI8 El AIOG 27-74 90 deg (l778 Et AIOG 29-7-4 90 deg IT178 El AIOG 31-74 90 ft Tf18 El A100 33-7-4 90 deg ' Trig El At00 35-74 90 deg TTI8 El AIOG 37-7-4 90dg Trl9 E3 AIOG 39-7A 90 tkg Tr15 E5 AIOG 41-7-4 90 deg T170 E8 A100 43-74 90 deg TRI E9 AIOG 45-74 90 deg T772 EIOG AIOG 47-7-4 90 deg Notes: 1)When this toss has bunt chgsen fa gaality asshraruce inspxlim,the Piste Placement Methal per TTl 1-2007/A3.2 shall be used Cq=1.17. 2)Provide adequate"nag:to pment panting 3)I ®Indicates continuos lateral restraint(CIR)required the loatim(s)sham.Fos of CLRmust be adxWely diwally paced,see D-WF9CIRBRACE For alternatives io CM and dagonal bating see D-WFRRFRJFORM 4)7he gases shown fmthis mgdti-plytnss are pertly andthe reactions are fa all plies.Two identical tosses shall be lilt andattarhedas fdlows:TC-1 mwd'IOd Nails orGm Nails [min a12T da.x 2 7/g•Img)Q Ir no.,BC-2 staggered rows of IQINails m Gm Nails[min 0.12r dia.x 2 7ir Img]Q 11.25'nn,Wis-I row,IOd Nails m Gm Nails[min Q 121" der x27/9"long)@Sr aa. 5)Where the scre,su�rian hangers shall if provided ipas(tycrhers)ews/toresh l be iurs sham. 6)Install the screws/neils m me side;m not Bip[nss.Screws/nails shall!z installed in the same toss ply that the hangers ate attached to 7)lateral baeingshall be attached to each ply. 8)Allfasteners ttunitnan2-Irr Img unless aherwisenaed M. BLf 9)Nails in Ist and 2nd ply shall be staggered fion successive plia by 12 the nail spacing 0)Lis \(�� �'19/ 1ted wind Lgiift reactions based coMWFRS Only lmd g ``n PE 76051 ATE OF ' i O C OR1 �6 �N YONA 1`V'\\\\ I NOTICE Acopy dthis c sigh shall be furnished to the eFetiuh mobacta.The design ofthis indivdal truss is Eased on design criteria and raudrements sg¢plicd by the Toss Manufacturer aid relies upm the accuracy Brian M.Bleakly andms�letmess dlhe infmmtim set firth 67the WIding Designer.A seal on this drawing indicates nocepance ofpmfessimal engineeringresponsiblity solely fa the tnss asripment design shown.See the a Swi I. VMS] {�mud the^hnprtent Infmretim&General Notes"page fit ad5timal m ini aroon.All came drr plates shall be norakc[uedby Simpson Stro axr ng-Te Cmgany,Inc in ad—with MUM.All cahriectcr plaits ere 27 g'M mless the specified plate sire is felowed by a"-18"which indiates an 18 gaga pate,or•SN Ir,which indicates a high tension 18 gaugeplate 29JON.King}B¢h.Ft Pierce F134951 I i 1' Southern Truss Companies,Inc. Truss: A11 2590N.kings Highway Project Name: 8251 SOUTHERN ~ Fort Pierce,F1 3495 1 Date: 6/14/2016 82733 AM Compon nt SolutionsTm Cp�IPAITRUSSiss (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 ofl VetsIion:20165 uik152 Span Net, Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-5-0 6/12 1 0-0-0 0-M 0-M 0-M 1 24¢1 305 lbs i 50-5-0 5$-0 5-8-0 6-8-3 5.9-1 8-6-7 5-9-1 6-8-3 5-8-0 114-0 174)-0 23.8-3 29-54 37-11-12 43-8.13 50-5-0 " 6x6- 1x41 3x4- 3x4- 3x4- 3x4- 1x4j 4x4- 5 6 7 8 9 10 11 12 12 6� 4KI 3x4/ ZVV 3x4/ m eo 0 41 1 22 2120 19 18 17 16 15 14 13 1x4 l 3x4- 4x4- 4x7- 3x4- 3x4- 5x5- 4x8- 2x8 1 6x6- C4G 0-0-0 5-8-0 5-8-0 5�-0 6-8-3 10.0-5 1D�5 6-8-3 .5.8-0 11.4-0 17-0-0 23-8-3 33-6-8 43�-13 50-5-0 Loading General CSI Summary Deflection L/ (doer) Allowed Load (}s0 91dg Code: FBC 2DI41 TIC: Q87(8-9) Viet n- 0.56 in L/826 (16-M L/240 1'CLL: 20 TPI I-2007 BC: Q80(16-18) Hct I.I.: 025 in L/999 (16-17) L13M T,'CDL: 10 PepMtrinixease: Yes Ntb: Q65(12-14) Hort TL• Q05 in 13 BCLL: 0 D.O.L: 125% Creep Factor,Ka"1.5 9CDL: 10 Plate Ofsets(1nCX,Y,An& (I:34,2-3,0.) (21-12.3-1,M) (3:0-13;1.9,X) (4:1-IZ3-1.26.) (SI-IZ-;44Q) (6:043$50.) (7:041-IZO.) (&0Q3-$Q) (9.64341,Q) (IQD41-12,4) (11:043$9Q) (12}$3-&,Q) (13:1-IZ441,SQ) 04:04}&,Q) (15:00,2$Q) (16:043$Q) (1?.OAP-12Q) (18fiA3$Q) (19:0434tQ) (2R041-12,0.) Ql:l-12,34.0 (22W,3$9Q) Reaction Summary 1T T`M Btg Comb ft Wdth Material Rqd Big Nfdh Max React Max Gav Uplift Max Hind Uplift Max Uplift Max Horiz 11 Pin(Pall) 1 8in Concrete Masonry 3.00 in 269 Its Slts -21bs -6Ihs 59816s 21 H Roll(WI) I 8 in Concrete Masonry 3.11 in 2,6'r8115 - -1,18411s -1,18411s 011s 13 H Poll(Ihas) I 1.5 in - 3.OD in 1,602 Rs - -701 lbs -701 its O lbs Material Summary Bracing Summary TC SP(ALSC6.2013)#22i4 Tr-Bracing Sheathed orPulins at 2-11-4 Pulin desilp ty0thers. BC SP(A1SC6.21DI3)SS ZA exzpt: BC Bracing Sheathed or Pulins at 63-0,Pulin desilp by Others. 1 204 SP(ALSC&2013)#2 a4 Hf3s SP(ALSC&20G)#','Stud 2c4 ' Loads Summary I)71uds loss has been designed for the effects ds to 10 Fsf Worn cho rd In 1+d is dad loads. 2)This toss has been designed for the effects ofw c ind loads in amianec with ASCE7-IO with the following wer defined inpo:170muphultimgeE-g7ue, C,FLdly Fmclmect Gabir/Hip&dldingCatelpyB(I-1.00),Overall Bldg Dim 99ftx52 ft.h"158,Not Fnd7meTms,Neither end web considered.DOL=I.33,CC Zone Wiidth5.2R Mi \a��� 3) nimun storm attic loading accordance IBC lade I� Wm 7.1 has applied \ \�, .`l�s�X Member Forces Summary %N.indicates:M—b.ID,rnaxCSLnvota)alfee,(rtaxomp:fareifdifferentfan max raalfor¢) `e �; \,\GE�S - TiC 1.2 Q566 -36DIbs 5b Q776 -1,42611s 9-11 0.756 -1,Q3516s 2.4 Q657 7451bs (-539lbs) 6-8 Q852 -1,426;bs 11-12 Q717 -I'M5lls % PE 76051 ,a 4-5 Q696 40lbs 8-90.WA -1.717Irs . . _ BC 13-14 Q441 0lbs 18-19 0.464 675 lbs (4917lbs) 71-1 0.415 4921h; ` • "OF— ,'. 14-16 0.796 1,5321tr (A02)bs) 19-2I 0.231 -522 ft16•I8 Q798 1.703 lbs -1Rt4lbs 21-22 Q232 -242 His Hbtr 2.22 Q093 2431ts SI8 Q473 1,242lbs (AS Rs) 9-14 Q488 4190Ib;2-210.s19 -679IW 6-18 Q142 -353lb, 11-14 Q155 4071bs (-388lls) S A421 0.50J -2,71211s g18 QZ18 -Son lh; 12-14 Q6C6 1,70611s (-96511s) V., W / 4.19 Q625 1,6917lbs (AI8lbs) g16 Q074 2071bs (-53 1hs) 12-13 Q398 -1,499lbs • J S19 Q4Q3 -1,0181W 9-16 Q183 4151hs (661hs) //✓O /�l O � `\\ 'h Summary vss-to-truss Connections Summa �z 1�" G \ IDCarded Trss CanyingTtuss CanyingOffset Angle /// s+/ONAV \ \\\ Tr13 All C40 174 12 90 a Notes: 4)Men this toss has been dtaen forrgoliryassuance inspection,the Plate Placement Methodlerm 1-2002/A32 shall be used Cq-1.I7. 2)Tms-totnas connatim is fwgmphiW intcpetatim mlX Ahanger or ether sWCual can—ion shall be fmsided to mist the max maim and tOift shown in the Reaction Sunarmy '3)Provide adegate drainag to prmad pmding 4) ®Indicates codintus lateral restraint(CLR)regairedat the lecatior(s)shown.Rows ofCLRmust be ad:gntelydiagnally6zced,am D-WFBCIRBRACE Foraltemativcs to CLRs and diagonal tracing son D-WF�ORCF 5)Listed wind uplift reactions lased an MWFRS Only loading N0110E Acgy ofthis daigu shall be 1-isbed 11'he—,6,cmtacto.The design afthis iadvidaaltnss isbased on design criteria aad,*rermrm supplied ty the Toss Mam6er—d relies upon the amracy Brian NJ Bleakly raid carrrpleteness ofthe infomatim set forth by the BuildingDesigrer.A seal or this drawing indicates accepance ofprofessiaal engineeringuesporuidiity,solely for the tnas continent dniPp shown.See the cove Smret EngKWI page and the"bnporant Information&General Notes"page for additimal infamatim.All connector plates shall be rasarid=ured by Simpson Sangre Company,Inc in ac=danm with ESIF7762.All coinector 2590 N.Kings Kji.FL Piero F134951 puts are 20 g.M colas the specified plate sit is hallowed by a"lr which indicates an l8 gitg plate,a"S9 I8',which indicates a high tension 18 ptg date. ` Southern Truss Companies,Inc. Truss: A2 t SOUTHERN 2590 N.kings Highway Project Name: 8251 � Fort Pierce,F134951 Date: 6/14/2016 82734 AM Component SolutionsTM TRUSSCOMPANIES (800)232-0509 (772)464 4160 (772)318-0016 Fax Ike: I o£1 Truss Vixsion:20165[Build 52] " y Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-5-0 6/12 I 1-4-0 0-" 0-M 0-M 1 24 in 349lbs + 51-9-0 1�Q s 9 6 ss-0 3 1-0 6 4 1 4 31s 4 315 5-0-6 1 3-s-z 4-sa 4-94 , 2-5-0 5-9-8 11-7-0 14-8-0 21-0-1 25.4-0 29-7-15 35-0-5 38-5.8 43-2-12 48-0-0 50-5-0 6-5-7 5x6- 1x4 l 5x6- 12 6 7 8 —I6 i 12 6F 1x4j N1x4' 6x6/ x4i Us- 4x4- 4 11 12 13 �0 3 NO 3x4/ n n � o 4x5- ill 1 211 1 20 17 1 24 t�3 6x7- 5x7-4x4- 4x7- 4x4- 4x8- 5x6 Z 14 1x4 l@9 1.5x3 l 7x6- 12 14-8-0 9-0-0 2-5-0-1 D-0-0 1-0-0 1-0-0 D-0-0 5-9-8 5-96 3-1-0 10-M 9-8-5 8-2.6 1 2-5-0 Y1-7-0 14-6-0 2540 35.0.5 43-2-12 48-0-0 505-0 Loading General CSI Summary Deflection L/ (loc) Allowed LW (Iso Iftcodc: FBC 2D14/ TC: Q79(2A Vert TL. 0,69 in Ll666 (21-22) L/240 TOIL: 2D 7PI1-2007 BC: 085(19-21) Vied U., Q32 in L/999 (21-22) L/360 TCDL: 10 Rep Mlxlncrease: Yes N'kb: OL95(622) HorzTL: 0.12in 14 BOLL: 0 D.O.L: 125% C—p Factor,Ka—1.5 BCDL: 10 Plate O&ets(1nt:YY,Ang): (I.SA2-3,0.) 21-IZ3-1.X) (3:0-U,1A,76.) (4:043.15.26) (5:1-IZ31-1.90.) (6:Q2,}I5,Q) (7:043-$90.) (8.0-Z3-I.,Q) (9:OD,3-I5,90.) (IQOQ3-Q76.) (11:DQ3$90.) (12:0AXII, (13 -8,38,Q) (14:3-$3-QQ) (11:1-12,3$9Q) (16:1-12,2-8,0.) (17:00.3-$0.) (1&OA2-0,Q) (190A38.0.) (20:0A2{l0.) (21:OD.30.Q) (221-12,3-$0.) fB:l•12.3$Q) (24:K3I Reaction Summary 1T TN. at;Cm,ho f§g Wdlh Material Rqi 13q;Wdth M.React Max Gray Uplift Max Wad Udift Max Uplift Max Heriz 1 Pin(11h11) 1 8 in Concrete Masonry 100 in 257lb, 65 is .2I s -6511s 4T lbs 23 H Rdl(%WI) I 8 in Co n m:Masonry 3.54 in Z99811s - -1,269 lbs -1,7H9 lbs O lls 1 HRdl(MI) I 5in Concrete Masonry 3.OD in 1,47611. - -654lbs 654Ile 0lhs Material Summary Bracing Summary TC SP(ALSC&2)13)Q 2,4 TC Bracing Sheathed or Pulins at MA Pulin dsilp by Others. BC SP(ALSC&2113)422x4 eazpt: BC Bracing Sheathed or Ptolins at 444 Pulin desi1P by Others. I)9-20 SP(ALSC&2113)SS N4 20-22 SP(ALSCG2013)Ss 2c4 RHs SP(ALSCG2013)orYStod 24 Loads Summary 1)This toss has been designed fix the effects doe to 10 psf bottan chord live load plus dad pads. \\\ �I�I 1)This tress has been dsigned for the efforts ofwind load re E7 s in amondan with ASC -10 with the fulowinguser defined inpx: 170 mph ultimate,F-Vxm,C,Fidly Fnclaaj � \ ^� Gahieµ Wading Category D(I-1.04 Overall Ift Dins 99 If 52 ft,h-15 ft,Net End ZoneTeas,Neither and web considered DOL—Iy,CC Zone Width 12R \ M. 13 3)Minimun storage attic loading in areudance with IBC Table IW7.1 has been applied \ ------` / Member Forces Summary Tadeindicates:Membet ID,nexCSLmaxaaallao-(maxcanF..force ifdiffomt front nvorWalfaa) \\ Q1-; TC 25.1 0.71 361bs 56 0.650 259 l s (-2571b,) 9-10 0.636 -7-392 lbs1-2 0.694 -577lbs 6.7 0.*m -1.41511s 16H Q530 4,/A4I1a PE 76051 2-0 0.791 1.1081bs (-706lb,) 7-8 0.6M -1.4151In I1-12 Q530 -1,691 IN � r � 45 0.522 -I28 lbs 1'A a9% -1,482llbs 12-24 Q281 -SAib; ` r — BC ]415 0.050 781bs (-1911s) 1921 0.816 1,48211s (-789lbs)T>2A 0.281 -3QIb; � s 16-17 0.486 5841be (-381 Rs)21-22 0.811 915 lbs (-4781bs) 24-1 Q781 -3621hs �- 17-19 0.73 Z417lbs 4.4511be M-23 0.731 -9891bs r Vkbs 2,24 0.102 268lbs 7.21 QO99 27lbs (-24 lb) 12-17 0.891 1,609Ib (jrAIbs) i .p� SATE OF 2-23 Qsn -76 par 8•21 Qabs .465 lbs 12-16 0,790 -1,359lbt ,3J • Q i 4-23 0.548 -2,372 Res 8.19 0.497 1,2501bs (-7961Fs) 1615 0.141 42 this ,• • •�" • ��\ 7 4-22 0.677 1,891 Rs (-98)Ibs) 949 0.317 39D Its (=a5011s) 1,2 0.611 1,5271hs (-9901hs) ��O •��OR���i�\� \\ 5-22 0.309 4111bs (.3861�) 10.19 Q454 -6181ba 1164 Q002 -31 Its 6-1 .1,4477i998� (47ls) iiiiQ09 .1,�h 314 Q358 -1,438 lbs 2 � 7 i (31811a) ONAL Notes: 1)Unlabeled plates arc W 20t;L 2);Whcn this toss has been chosen fah}ditymsmatce inspection,the Plate Plaaarcnt MethodparTPI 1-2007/A3.2 shall be reed Cq^1.17. 3)Pmvide adequate dtainape to pment pending 4) ®Indicates matinmes lateral restraint(CIR)r gored at the locatim(s)sham.Rows ofCLR meat be edwWcly diagonally paced see D-NFBCIRBRACF For alternatives to CIRs and diagonal br dog see D-WEMENFORCE 5)listed wind uplift reactions based on MNFRS Only loading 6)At least me web ofthis ones has been dcrigncdwith apanel print in the web All panel punts on nch webs shall be hard laterally petpem5aiarto the plane ofthe toss.Laleml braces shall be installed within 6'of each web land print I i NOTICEAmpy ofthis design shall be finished to the erection emoactor.The design ofthis incWdLol bus is based on design criteria and rexporarrnts supplied by the Tnss Mamd tuc and relies gsrt the acarary Brian M.Bleakly andcorplcteness dthe inbnstion set forth bythe Hiking Desil,her.Aseal of this Jawing indicates acceptance ofpmfessimal engncringrespmsibilirysolely fa the bras ompment design sham.See the mar Sm t.Fnghrml pope end the"Important Infmcation&General Noes"pope for additional infmmtiat.All connector plates shall be nenndachrod by Sire son StmtgTic Cmgany,Inc in a¢mhnm with FSR:2762.All connect¢ 2590 N.King;I igt.FL Pierce F134951 Oates are 2)ptg,unless the specified plate site is fdlmed Iv"-IS"which indcalm an 18 gnW plate,a"Sq Ir,which indicates a high tension 18"plate. F t, - � Southern Truss Companies,Inc. Truss: A3 F 2590 N.kings Highway ProjectNae: 9251 SOUTHERN mDate: 6/14/2016 82734AM Component SolutionSTM -TRUSS Fort Pierce,F134951 Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 ofl Version:20165[Build 52 " Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-5-0 6/12 1 1-4-0 0-0-0 0-M 0-M 1 24 in 349 lbs 51-9-0 I 1 5-9-8 5-9-8 3-1-0 64-1 4-3-15 4-3-15 6.9-9 5-9 4 5.9.8 11-7-0 14-&0 21-0-1 254-0 29-7-15 36-5-8 42-2-12 48-0-0 50-5-0 7-5-7 i 5x6- 1x4I 5x6- 12 6 7 8 �6 12 6F- 151 5x6/ 1x4I 3x5- 44- 9 10 11 12 TT 64/ 1 4 0 3 to o 3x4ca / r Y 44 L 1 2 1 20 19- 16 t I 23 6x7- 5x7-45- 3x4- - 4x4- 48- 5x714 13 IA I @9 1.5x3 I 7x6- 12 14 16 I a~-u I 9-0:v 2-5-0--A 0-041 t-0-0 1-04) 0-M 5-9-8 5-9A 3-1-0 10�-0 9-8-5 7-2-0 _ _t 5.94 2-5-0 5-9-8 11-7-0 1~-8-0 25-0-0 35.0.5 -- -- - 42-2-12 4� S50 Loading General CSI•Summary Deflection L (loc) Allowed L®d ({so Bldg Code: F13C 20I4 IC: 0.99(&9) Vert TL: 0.7 in L/66A (A2l) L/240 TCLL: 21 TPI 1-7D07 BC: 0.84(18-20) Vert I.L. 0.33 in L/999 (20-21) L/360 TCDL: 10 Rep Mbrincrease: Yes Wb: 0.99(6-20) H-112. 0.11 in 13 BOLL: 0 DAL: 125% Creep Facto,Ka-1.5 BCDL: 10 Prate Offsets(]nt:),Y,Ang): (1:3A2-3,a) (11-11_}1,2i) (3:0-13,0.26.) (4:04315,26.) (5:1-12,1-1,90.) (60.2,315,0.) (7:043$90.) (&AZ,315,0.) (9:043A76) p 3$31,0.) (3:3$3$a) (III-IZ3$90.) (15.1-12.2-40.) pkM43$0) (17.012aa1 (a49a) 091aa) (12430.0.) (21 in'-IZ3-&0.) (Z3:043-&%) Reaction Summary it Type BgCmibo Beg Wdda Material Rod Brg Nldh Max React Max Grav Uplift Max Rlnd Uplift M.Uplift Max Horiz 1 Pin('Rhll) I Bin Concrete Masmry 3.00 in 2671bs -491bs 4Ihs 49lbs 535Its 72 H Ron()WI) 1 8 in Cm-1.Masonry 3.55 in 3,0061bs - -1,2661bs .1,266ls 0Ibs 13 H Rdl(MMI) 1 5 in Cmcrde Masonry 3.09 in 1,560Ibs - -662lb; -66211s Olhs Material Summary Bracing Summary TIC! SP(AM C6-2013)9220 TC Bracing Sheathed BC SP(ALSC62013•)12 2e4 exap: BC Bracing Sheathed or Purlins at 4-104 Pudin desipt by Others. j 17-19 SP(ALSC6-21L3)SS a4 1921 SP(ALSC6.20b)SS 2x4 Vkb SP(AISC6-2013)N3(Stod 2c4 Loads Summary \\`` 1)This to az henss h dcsiPped fa Ne effects�to 10 gf 6utom chord lice load doa had leads. 11 I 1 2)This buss has been dsipued for the effects ofwind loads in accordance with ASCE7-10 with the following user defined input: 170 mph ultimate.Eapsme C,Ftdly Enclosed, e p Onbleff;%Building Cetepry11(1-1.00),osuall Bldg Dims 990 x52 ft,h-15it,Nor Fnd7me Toss,Neither and web considered DOL-1.33,CC Zme)Mckh 5.2 fL �� M• BL� �� 3)Minimum stomp:anic loading in accordance with IBC Table IW7.1 has been applied Member Forces Summary Table indicates:Member ID,max CSL mate ax al forte,(max mart.face if diffeent Jim nac axial face) \\ TC 24-1 0.371 36lbs 56 0.665 -ZT7Ibs 910 0.860 -1,643 lbs 1-2 0.691 -5351ts 6-7 Qa34 -1.439Ibs 10•11 0.564 -1,6431bs • PE 76051 23 a788 1,0971bs (-715 Ibs) 7-8 0.862 -I.4391hs 11-12 0.410 -5211h; 4-5 (1518 -1711bs18-9 0. 986 -251311s A BC L.14 0.050 301bs (-19Ibs) 18-20 0.89 1,543 Ibs (-871 Rs) 72-23 0.280 .-331 lb; 1116 0.443 525Its (-33 IW)20-21 0.805 9561h; (-5451hs) 231 a280 -3311h; 16-18 UP Z3211bs -1,361 Ibs 21-ZZ (Iron -9571bs � 4 � S ATE OF REbs 223 0.1@ 2681bs }20 0.030 -I861bs Il-IS 0.443 -1,4091bs � � [ 2-TL aSST -716IIs &2D QZII -07431s IS14 a142 421h `� q Ica�I �• 4-Z2 0.552 -2,39011s 8-18 0.439 I,ZI61hs (-6771h;) 12-5 a842 1,596Ibs (4,007 Rs) `. F���III szi n ''409 i� (f-385'i�j ¢;e a`II'sl -789 i� iz i3s n4�56 Its i� / .�OR . 6� a i;M�os'i� (4641ta) i%ic as�7g 16ui� (-v�ls) //�� st�y�----'' � N �NA1- Notes: /1/11111110 1)Unlabeled plates are I)G 20p. 2)When this toss has been dhoam far gelity assurance inspection,the Plate Placerrvn Method per TPl 1-20VA3.2 shall be used Cq-1.17. 3)ProvideaofWw "nagetopresvhtponding 4) ®Indicates continuos lateral restaint(CLR)rerpiredat the loatim(s)sbown.Ross d'CLtmust beadmWely dapnallybaced,sce D-WEDURBRACE Faaltematists to CLRs and diagonal bracing sec D-W13BREINFORCE 5)Listed wind uplift aeactiars based on MWFRS Only loading 6)At least me web ofthis toss has been desipted with a petrel point in the web.All panel points on such webs shall be braced laterally perpendicular to the plane ofthe toss.Lateral �• braces shall be installed within 6"of each web panel point NOTICE Actpy ofthis drips shall be firnished to the erection cattacta.The dnipu ofthis individA toss is lased on dsipt criteria and regiremrnts supplied by the Tnes Manuflacnsa and relies upon the accuracy Brian M.Bleakly andompletenessdihe infmnatim set forth by the BuildingDesigta.A seal m this Jawing indicates acceptance ofinarmimel agmxxing responsibility solely far thetnss emrpment&sipt sham.See the cote S�Eng9MI page and the'Tmperlant Infmratim&General Nees"pap:faadLGunal infix atim.All cmnectorplatm shall be hasnudactrted by Simpson Strong-Tr Cmpany,Inc in accordance with ESR Z/62.All cameecr 259DN.Kings High.Ft.Pierre ET 34951 plates are 2D pop,mless the specified plate sine is followed by a"-lr which indicates an I8 gouge plate,a"SS Ir,which indicates a high tension 18 purg plate. I Southern Truss Companies, Inc. Truss: A4 SOUTHERN 2590 N.kings Highway PmjectNalne: 8251 Fort Pierce,F134951 Date: 6/14/2016 82735 AM ComponentTruss utionsTM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 oft � Truss Version;20165 fBugd 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-5-0 6/12 1 14-0 0-" 0-M 0-" 1 24 in 3461bs 51-9-0 1 5-8-0 5.8-0 7-8-0 6-0-0 6-0-0 2-9-8 4-8-8 4-6-0 4-0-0 2-5-0 5A-0 11-0-0 19-0-0 25-0-0 31-8-0 34b8 39-0.0 43.6.0 48-0-0 50-5-0 i B-5-7 12 „ 5x6 HS 18- 1x4 j 5x6 -16 5 6 7 12 \\ZE l 3x4- 1x4j 4x4- 6F 10 11 12 T 3x6/ 3x4/ 4 ?' 3 0 odl 3x4/ of o 4x5- 1 1\2 6 24 23 22 21 20 19 18 1�x7' 1�x(5" 13 1x4 1 3x4- 3x5- 3x7-3x4- 4x9- 1.5x3 l 4x5- 2x8 64- 0-0.0 1-0-0 1-" 0-0-0 I 5�-0 S-B-0 7-8-0 6-0-0 9-1-8 11- 19-0-0 25-0-0 34-5-8 39-0-0 48-0-0 5 Loading General CSI Summary Deflection L/ (roc) Allowed Load (p;f) Bldg Code: FBC 20141 7C: a71(7-8) Vet M-- 1.13 in L/410 (1516) L/240 TCLL: 2D 7PI I-2007 BC: Q82-(I5-16) Vet LL' n48 in L/965 (I5-16) L/360 TCDL: 10 Rep MbrImease: Yes Wb: 0.91(7-I8) Hoe TL: Q29 in 13 BCLL: 0 D.O.L: t25% Cnxp Factor,Kam 1.5 BCDL: 10 Plate Offsets(1n0: Y,An& (1 -4,2-3,a) (2:1-IZ3-1,26.) (3:0-13y1A,M) (4:1-IZ31,26.) (5:1-I2,3-$Q) (6.KA9Q) (7:0-Z3-I5,n) (&1-I2,34$0L) (4.1-72.3$90.) (1000,3$a) (Il:l-IZ,34(9a) (12:3$3$a) (13:1-12,4Q50.) (14}$3-S,Q) (15:-43$a) (I6:1.1Z,2-8,a) (17t-12i89Q) (1&I_1z38.Q) (19:0a1-12a) fgaa3-$0.) 21:aQ3$a) (720Q 1azn) (Ti:l-Iz3-0.a) (24:aa3S9a) Reaction Summary xr Type &9 Cmuho Btg dh Matcrial Rq)Big Wddu MazRmct Max Grav UdiR Max Wnd Uplift Max Udift Max Haiz 1 Pin(Hill) 1 .1 n Cmacte Masonry 3.00 in 3361k - -23 Rs -23Ihs 622lls 23 HRon(WI) 1 8in Concrete Masaury 3.24 in Z,747lb. - -I,1891h; -1,1891h; 0lls 3 H Roll Cr-,) 1 1.5 in - 3.00 in 1,540 Ik - -695lk -M l ba 0l s Material Summary Bracing Summary 7C SP(AISC6-7D13).Y22x4 exec¢: 1•C&zdng Sheathed a Puffins at 3.11-%Pu1in dcsigt by Others. 35 SP(ALSC62D13)SS 2x4 5.7 SP(ALSC6.2013)SS 2s4 BC SP(ALSC6-2013)SS 2x4 except BC Bracing Sheathed a Puffins at 6-A Pu1in desigeby Others. 1 13-14 SP(ALSC&2013)922x4 22-1 SP(ALSC62013)t122x4 ' Mats SP(AISC6-2713)WYStud 2x4 except: 11-14 SP(ALSC6.20b)SS 2x4 Lads Summary I)This toss has been designed fa the effects die to 10 psfbottan chord live load plusdead loads. \ B 2)This mss has beat desigiedfr the effects ofwind loads in axa&nce with ASCE7-10 with the Rilowing mer defined inpt:IAmlhultioate,Evstee C,FWly Fstclosed, \�` (�\� •--��/9 Gablc(Hip Bwlding Catellry 110 m 1.00�Overall Bldg Dins 59 R x 4 ft,h=IS ft,Na Fnd 7me Tnss,Neither end web omsideed DOL—IM,CC 7me Widdt 52 fL \ 3)Knimunstaag anic loading in accordance with IBC Table 1607.1 has been applied \\ �N -"r E N q -,,e/ \ • ` •J y/� Member ForCm Summary 7ihble indicates:Membc ID,rmx CSI.max oriel face,(hrex carhhlr.face if d(fermt from max axial fare) 7C 2S1 0371 361k 56 0.476 -1,4141k 9-10 a501 _1,7351bs ` : PE 76051 ; 1-2 a50I -401 Ik 6-7 n294 -1,414lbs 1041 a346 .0 ba . "OF_ ,, 2-4 0.584 759 Its (.552Its) 7-9 Q710 -2,0431ts H-12 0.168 -'APIs4-5 a448 -1.04811s 8-9 a468 -1.73I 1kBC 1314 Q056 0lk 18-2D 0.517 L543 lbs (-991:ba 23-24 0.338 -21611s1�15.16 n817 1,168lbs (-780lbs) 21L21 Q464 961 Its (-581 Ik)24-1 n27i 3241k (-2481k) � q'A� \ 17.18 a414 77 Bs (411 Ma 21-23 n3A -531 lbs / / e ` HHs 2-24 (IC86 2261k 7-21 n250 -Wlba I0d6 0.812 1,041 it. (-581 lbs) • P 120 Q474 621 In 7-IS a909 880 tts (47411s) 10-15 0.530 -1,3521hs 423 n534 -2,26111s &IS Q358 -9'2Ik Il•15 0.576 24111s (-1911k) 4-21 a672 1,rA 1Is (-97411s) 9-16 Q040 -1061bs 1Sn4 Q597 -1,43611s 1 \\\ 5.21 n394 40111s 18-16 CL654 1,W4Ibs (-I,10511s) I2.14 0.556 1,5051Is (-9751k) /pNA� \\\ 52D 0.30 9571k (-5591Its 9.16 Qom/ 381k (-7871k) 12-13 a555 -1,5161Fa 6-20 Q178 37511s (-3681k) 16-17 Q128 291k (-74 Ik) Truss-to-truss Connections Summary ID CardedTnss CanyingTnss Canying Of set Angle T714 A4 C4G 194F12 90 deg NOTCEAcoq of this Aesigh shallbefunished to the erection contactor.'Me dsipp of this individdtnss is lased on dasigt criteria and reµorenenLs syylied by the Tnas Manufacnxc and miles upon thcamracy Brian 1v1-Bleakly andcompleteness ofthe information set loth by the BtitdngDesilpa.A seal an this drawing indicates acceptance ofpolessimal en®needing responsibility solely for the toss component desigt sham.See the cove SmeL FngtIml pag:and the"Important lnfamaliat&Geueal Notes"pW-faadditimal infmcatim.All connector plates shall be nanuf clued by Singsco Strung-Te Company,Inc in a¢adana:with FSR Z762.All connector 25MN.King ffiLt.Ft Pierce FI 34951 plates on,2Dgagc,unless the specified plate size is followedbya`-IB'which indicates an 18gnW plate,a'S4 Ir,which indicates a high tension n8guge plate. Southern muss Companies,Inc. Truss: A4 2590 N.kings Highway Project Name: 8251 SOUTHERN Fort Pierce,F134951 Date: 6/14/2016 82735 AM Component SolutionsT"' TRUSS Truss COMPANIES (800)232-0509 (772)464�160 (772)318-0016 Fax Page: 2 of2 V I ion:2016.5(Build 52 " Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-5-0 6/12 1 14-0 0-0-0 0-0-0 0-M 1 24 in 3461bs 1 - Notes: • 1)When this teas has tun chosen forgnalityass"ce inspeclim,the Plate Pl—t MethodperTPI 1-2002 A3.2 shall be nerd Cq-1.17. 2)Trissaoanas connection is for gaphical interprtation mly A hanger or other stnchral ccnneaim shall be praidedto resist the Tres rmotim and uplift sham in the Reaction Sums y 3)Provid: ndiale3anagto tatt pmdng � I I® ndcates continuous lateral restraint(Cllt)neepired at the laatim(s)shaven.Rows ol'ClR mmst be adspmelydabahallylrued,we 0.WEBCIRBRACE For ailematitts to CLRs and diagnal bracing see D-WFBREINFORCE 5)Listed wind tpiift maims based on MWFRS Only loading �At least me web ofthis teas has been dzifped with a panel pint in the web.All panel points on such webs shall be braced laterally popendiaLar to the plane ofthe tries.lateral hearts shall be installed with in C ofeach web panel print f l \\```��Ilfl/!///// I \�\��\\�`PN M B ENS �//��i PE 76051 SJATE OF O FcpR pG\��\` x11il,sSIONAL \ ���1111111��\ i i NOUCE A copy ofthis desig shall be furnished to the amion=oacter.The design ofthis Individual teas is based m deign criteria and rogidnnrents supplied by the Tnss Mantdactuer and telia upon the amcacy Brian MB)eaklr and Wrrpletaness ofthe inlionation set fmh by the l3dlding Designer.A seal on this dewing indicates a¢epance ofpafessional engineering mp—bility solely for the 4tss cornpatont design sham.Seethe cote 1 Sr.L Fnggml peg and the"6nportant Infancdion&Gvmerel Notes"pap for additional information.All connector plates shall be rr u5ctuedby Singsun Strong-Tic Company,Inc in accordance with fSR2762.All connects 750N.King bfgn.Ft Pierce Fl 3MI plates are 2D pptge,West the specified plate sin is followed by a`-15'which indicates an 18 ypm¢plate,m"SN Is",which indicates a high tension 18 ppmpf plate. Southern Truss Companies,Inc. Truss: A5 SOUTHERN 2590 N.kings Highway Project Name: 8251 Fort Pierce,F134951 bate: 6/14/2016 82735 AM Co1r>pon Trvss SohdtionsTM TRUSS COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 oft T Version:20165 Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-6-8 6/12 1 14-0 0-M 0-M 0-M 1 24 in 296Is 51-10-8 1414 5-9-0 5-9-0 4-8-8 4-8-8 8-7-14 4-1-1 8-4-12 8-4-12 5-9-8 11-7-0 163� 21-0-1 29-7-15 33-9-0 42-1-12 50-6-8 5x5 HS 18- 5x6 HS 18- 6 7 12 US3x84\ 12 16 6� / 5 5x7/ 3x4\ 0 3x4/ 4 9 3x4\ n a 3 0 3x4/ v v 4x6- US- r z 16 1 r I 19 5x6\ 3x7- 5x6/ 14 13 12 I 1x4j 1�3.89 3.891 I ��6- 4x4-1x4j 5x6_12 12 i I 0-0-0 1-0-0 1-D-0 0-0-0 5� 5-9-8 6-4-1 n 0-7-15 , 3.1-0 , 8-0-12 8.4-12 5-9$ 91-7-0 14$-0 21-0-1 30-M 33-9-0 42-1-12 504r8 Loading General CSI Summary Deflection U (loc) Allowed Load (pQ, Bldgcade: FBC 2D147 TC: Q77(1-11) \Fat TL• 0.55 in L/841 (ISl6) L/240 TOLL: 20 TPI 1-2007 BC; 499(12-14) Vat I.L. 0-M in L/999 (I5-16) L 060 TCDL: 10 Rep Mhrinaease: Yes \11b: Q97(7-15) Hvz7L• Q12in 11 BCLL: 0 D.O.L: 125% Crap Facto,ICa=1.5 BCDL: 10 Plate OlBets(1nt:X,Y,Angk (1.3-4,2-3,0.) (21•]z}1,26.) (3:0-13,1.9,26.) (4:00,-15,24) (5:00,315,25) (6:61,31?.Q) (/:6;31�0.) (ffi0-0,}15,26.) (4&13v1-%X) (141-IZ3.1,26) (112A2-11,Q) (120Q3$9(l.) (13-04240.) (14:14Z344Q) (15fiQ3A8L) (16:1-IZ38,4) (17.0A3-&8::) (18:1.123 00 (19.0Q3-&90.) Reaction Summary JT Type Bn;Carnbo Big Wd1h .Material Rod ft Wdth Max Read Max Gravuplift Max Nand Uplift Max Uplift Max Hodz 11 Pin(Wall) 1 8 in Concree Masonry 3.00 in 271 th -561be -105lb -1Q51h; 251 lls 18 H Ron(WI) 1 8in Concrete Masonry 3.47 in Z9401be - -1,1471ts -1,1471(s Otte 11 H Rdl(N6tl) 1 6.5 in Concrete Masonry 3.min 1,650 its - -W l s -6601h; 0l s Material Summary Bracing Summary TC SP(ALSC6-3113)SS 2c4 exult TIC Bracing Sheathed a Pulins at 3-1-4 Polio d siM by Others, 7 20.3 SP(A[SC6-�n)t22A BC SP (ALSC6.2713)t22x4 =pt: BC Bracing: Sheathed j 14-15 SP(ALSCG2DG)SS 2x4 I5-17 SP(ALSC6.2013)SS 1A NNs SP(ALSC6-2013)AOStud 2c4 Loads Summary ti This hiss has been desigped for the effects de to 10 psfbmm chord live loadphs dad loads. 2)This tnas bars b=designed for the effects of wind loadi in accordance with ASCE7-10 with the following user defined input:170 mph udtinate,Expsue C,Fully Enclosed, Grabl.Hp Bwlding CategoryB0-1.001OverallBIc_Dins 99 ftx 521l,h-15ft,Net Fad Tone Thus,Neitherend webconsidered DOL-IM,CC 7mc)Mckh 5.2R `�\\ NM. �� 3)Minimun storage attic lapdog in accordance with IBC Table 1607.1 has turn applied �/1\P•�`�ENSL�`��I'// Member Forces Summary Table indicates:Member ID,rr®c CSI,mac axial force,(sm<corW.face ifdBerent fin n rrarcrudal fa \ force) \ �`Z Tic 2D-1 a371 361hs 4-5 a216 273tts (-1771ts) 7-8 0.440 -ZOZ7lhs � PE 76051 1-2 0632 4211h (-1741hs) 5-6 Q40 -1=ba 8.10 0.677 -Z163 lb; . , 2-4 Q725 991 its -344 tts) &7 a467 -1.09l the 10-11 0.774 -3.013 It. • BC 11-12 Q991 Z58111s (d,171 Rs) 15-16 0.526 1,4361h (-4571ts) 1&19 Q261 -349 ft s I2-14 Q991 Z581 lb, (-1,1711ts) I617 0.448 360f (-24 Rs) 19.1 06273 -3491hs ' 14.15 0.543 1.825 lbs -706lbs 17-18 a1Ti -1.0 lba MHz 2119 0.098 W5 b1 5-16 a598 9921h (4151hs) 8-14 a046 -u81b; i s S ATE OFF 1. 2-18 asa2 �lh 6-16 Q067 1f81h (-7511s) 10-14 a442 -M Has 4-18 a514 -Z227Ibe 746 a7 6 -M Ibe 10,12 0.137 3101h • _/ {�J • �(/ \ 4-17 a594 1,66011s (b86lb.) 7-15 a8'A 1.18 bs (-SODIIs) OA .FL po,Qr;• \ 5-17 a504 -1,6161h S. Qs16 4071hs /j/^7��.'--I-1-' �\\\N Notes: r S t)Unlabeled plat.are Ix320pp. //� 2)%%en this toss has been chosen for quality assurance inspection,the Plate Placzmmt Method per TP11-2002/A3.2 shall be sled Cq-1.17. 3)Provide a W to drainage to pevent priding 4) ®indicates ca tintas lateral restraint(CUt)regmed at the location(s)sham.Rows ofCLR mat be ad:galcly dagnally traced,sce D-WEBCIRBRACE For altemalives to CLRs and dagnal bem9n&son D-WEBRENFORCE 5)Listed wind uplift reactions based on MWFRS Only loading, I NOT7CEAcopy ofthis desigi sh all befunisM1ed to the erection LaltRaor.The design oCthis indvidal mere is tasedm design criteria endregdrvans supplied by the Tress Man udactuerand relies uqm the accuracy $pjan M.Blmkty andcmglcteness ofthe infarnetiah set forth try the Bwldng DesignmA seal on this dawingindcates accept,oce ofpxofecsional engineering responsibility solely for the toss cmqurmt design shown.See the cover Stnrct.En&NWI page and the'7mpadant Infan atim&General Notes"ps&for additional information.All rnmector plam shall be n unudactued try Sirrgsm String-Te Cm¢any,Inc in accordance with F5R2762.All cm6ata SON.Kind tags.FL Pisa Ft 34%1 plates are M huge,unless the specified plate size is followed ty a"-18'which indicates an 18 pulp plate,or"SM IS',which indicates a high tension 181uV plate Southern Truss Companies,Inc. Truss: A6 U": SOUTHERN 2590 N.kings Highway Project Name: 8251 -Russ Fort Pierce;F134951 Date: 6/14/2016 82736AM Component SotutionsTM Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1 V ion:20165[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 50-6-8 6/12 1 1-4-0 0-M 0-M 0-0-0 1 24 in 2991bs ) 51-10.8 r � 1-0-q 5-9-8 S9-0 41 411 B-7-14 41-1 i B-0-12 5-2-4 3.2.8 5-9" 11-7-0 16-3A 21-0-1 29-7-15 33-9-0 42-1-12 47-0-0 50.6.8 5x5 HS 18- 5x8/ 6 7 12 3x4\ 12 6F- / 8 16 SKI 3x51 c 3x4! 9 3x4\ ua o 3 0 3x4/ 1x41 i`�a 1 qq to d '445- 4xZ- 18 1 21 5x6\ 3x7- 5x6/ 16 15 14 1x41 2�3.89 3.89Ly�_ 04-1x41 13 5x6_12 12 1x41 0-0-0 1-M 1-0-0 D-0.0 S9-01 5-9' 3-1-0 6-0-1 9-7-15 3-1-0 8-0-12 5-24 3-2 8 11-7-0 14.10 21-0.1 3D-6-0 33-9-0 42-1-12 47-4-0 50-0.6 Loading General CSI Summary Deflection I.J (lot) Allowed L®d 6-0 Bldg Code: FBC 21141 TC: n72(2-4) Vat TL a55 in L/773 (17-1S L1240 TCLL: 21 TPI 1-2007 BC: 0.78(14-16) fatLL (1.22 in L/919 (17-18) L/360 TCDL: 10 Rcp Mbrincrease: Yes Ntb: Q82p-17) Haz TL: all in 12 BCLL: 0 DAL: I2% Creep Fatter,Ka-1.5 BCDL: 10 Plate Offsets(Jnt:X,YAn& (I3A2-3,0L) (21-17,3-1,26) (10-B.IA,35) (4:0 3-15,26) (5:043-15,26) (6:0.1,3-IZQ) (7,044-11711) (&04315.2&) (9:0.111-9,26.) (10:1-12,3-1,26.) (II:043-15,9n) (122-42-I1,0.) (13:043A911) (KOA3491) (15:0A2-Q0L) (16:I-I2,3$0.) (17:013481.) (MJ-123-8.Q) (IM. 3$81.) ODA-123-11.11) (21:0-UA90.) Reaction Summary JT Type Bfg Comm Br¢.Wdh Material Rod Brg Wdth Max React Max G-Udift Max Wrid Uplift Mu Uplift Mu Horiz I Pin(WI) I Bin Concrete Masonry 3.00 in 271 lbs -5611s -10511s -105Its 2511bs 21 H Ron(MI) I Sin Concrete Masonry 3.43 in Z907lbs - -1,1291hs -1,12911s 0lhs 13 H Roll()WI) I sin Concrete Masonry 3.00 in 383 lbs - -2061hs -206lbs O Its 12 H Poll(VAI) 1 65 in Concrete Masonry 3.00 in 1,29911s - 471 lbs -471 lbs Olts Material Summary Bracing Summary TC SP(AISC&2013)SS 2x4 except: TC Bracing Sheathed orPu,ins at 3-9Q Puffin ksig by Others. 1 22-3 SP(ALSC67BI3)I712x4 BC SP(ALSC&Mb)tR 2e4 except: a BC Bracing ShcwhedPu,ins at SK Puffin dcsig by Others. ' 1 16-17 SP(ALSC&2013)SS 2x4 1749 SP(ALSC621D)SS 2x4 NW. SP(ALSC63113)P,•Stud24 1 ) 11111/� Loads Summary �\\\�11 I)This Irum nes has hen desipedfathe eRectsde to l0psfbe0om fiord live load pm dead loads. �\� M,_BC 2)This truss has been desiged for the effects ofwind loads in accordance with ASCE7-10 with the folloving me,defined input: flOmphmdtinate,ETm=C,Fdly Enelmect 0 \� Gable�p,Bwlding Category 110-1.001 Overall Bldg Dim 99 Itx 52 N It-15 ft,Not Find Zane Tnss,Neither end web cnsidmA DOL-1.33.CC Zone Widh 52 R. 3)Minir storage attic loading in accordance with IBC Table 160/.1 has hen applied \�4N.' ENSF`. 'd�/ Member Forces Summary TaNeindatea:Member m,maxesl,maxaxial force,(rnaxtmrp<r=ifdfferet,t fun_�i�f�te) � :a PE TC 22-1 a371 361in 56 0.467 -1,19311s M-u aaa3 ` 1.2 a M 41016s (a72lbs) 6-7 a48J a,aol� II-1z Q221 -2,6Dllx • a �_ 4-5 a725 gag lbs (462 tb) 9.1 a477 -Z072lb, 4s a2ra ffi11h aQ16; g10 a9n -zarzlts � e BC 12-I3 0,95 2,2921h (-1,00011s) 1617 QS�6 1,7461be (6RIls) 19Q0 n1Ti -1•@911s � r � 13-14 4722 Z29211s (-I.aoolls) 17-1g am1 1,-wlbs (-M bs 2�z1 n261 -3aa1b; • SATE OF ` 1 14-16 Q784 22921h (-I.0001ts Igl9 n448 3461b; (-231hs 21-1 QZ73 =�481hs N61s 2.21 0. rq�t •�. 098 25711s 5-18 a582 9731ts (40411s) 8-16 Q0R -158Ibe • - 2-20 Q5Z JA311s 618 n053 1571Is (-gi Ihs) 1416 Qiil -7i51ts //0 • ��OR I'D 4-20 o.597 -2,19511E 7-18 (1657 .8071hs 10.14 Ql� 7B41hs �� 4.19 Q594 1,EiI Its (66I lbs) 7-17 OL 1,1341h (6741hs) 11-13 Q121 �61h; 5.19 a496 _,,�lbe gI7 a5w _398,hs c-288Ih, /�i� sSjONA�- G ` Notes 1)Unlabeled plates are Lr321%2L 2)1%m this hms has been chosen fwgdiry assurance inspection,the Plate Placement Method per7Pl 1-202/A3.2 shall be med Cq-I.I7. 31 Pnrik akgste drainsp toprevmramt pmdng 4)� ®Indicates continuos lateral restraint(CLR)re µmedal the location(s)shown.Paws ofCLRmmt be admWelydegnallybraaQ son D-WFBCIRBRACE Faaltemativv s to CLRs and diagnal hating son D-WEBREB�ORCE 5)I Listed wind uplift reactions based m MWFRS Only loading Fyr'�J V i NOT7CEAccpy ofthis wig shall be fimished totheerection contractor.The dsig ofthis indvidd 4mss is bard on desi®r criteria andregdruens su}plied by the Truss Mar.5curer and relies 4m the accracy Brian 1v1.Bleakly andmtnpleteness ofthe infamatim set forth bythe BuhSngDesilpecA scalonthis drawing indicates acxepanex ofpofessimal enginmingrespmsibilitysolely for the truss o pment drip shown.See the eve Sea Engr43l {ate and the'lmpmant Infmretim&General Notes"pap for additional infanatimconnector.All connector Oates shall be mmufaaued by Simpson Suing-Te Company,Inc in accordance with ESRZ762.All connector �O N.King;'Ed.FL Pi-F134951 platens are 20 pip;unless the specified plate six is followed by a"-18'which indicates an 19 g W platq a"Sp 19%which indicates a high tension 18 gmrg pate. Southern Truss Companies,Inc. Truss: A7 i� SOUTHERN 2590 N.kings Highway ProjectNarne: 8251 Fort Pierce,F134951 Date: 6/14/2016 82736 AM Compton Truss utionsT"t COMPANIES" (800)232-0509 (772)4644160 (772)318-0016 Fax Page: 1 of l Truss Version:20165[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PUES spacing WGT/PLY 50-6-8 6/12 1 1-4-0 0-M 0-M 2-10-8 1 24m 2971bs 51-1D-8 1� 5-9-8 5-9-8 7 -0 6-0-0 64-0 7-10-0 7-102 11-7-0 19-0-0 25-0.0 31-6-0 39.6-0 477 50-6-8 i 5x6- 3x4- 5xe/ 5 6 7 Z 12 12 6F- �6 5x5/ 3x4\ 4 � 3x4/ B 3x4\ 0 3 9 00 3x4/ 3x5\ is 0 q;_ 4x5- i 1 2 17 1 r 20 Sx6\ 3x4- 5x6/ 15 14 13 I 1x41 1,J31081(2) 1x3 pa?L-x6- 3x4- 4x4- 12 5A_12 12 2x61 i i D-" 14)-0 1-0-0 D-0-0 5-9-0 5-9-6 3-1-0 8-0-0 8-0-0 3-10 6-9-6 6-9-6 3-2A 5-9-8 11-7-0 14-0-0 22-&-0 30-8-0 33-9-0 40E-8 47� 50.6.8 Loading General CSI Summary Deflection li (loc) Allowed I.6nd (psQ Bldg Cod:: FBC 2014 TC: 0.%(45) rat 77- Q29 in L/999 (16-M L 1240 TCIL: 20 TPI I-211D7 BC: OL65(I5-16) Vat LL, QII in L/999 (16-17) L/360 TCDL: 10 RepMhlnaease: Yes Wkb: Q&i(10L'l Cant/OH TL: Q02in UP 2L/999 (11-12) 2L/120 BCLL: 0 DAL: 125% Cant/OH LU Oin UP 2L/999 (11-12) 2./120 BCDL: 10 I4-T1_ QW in 12 Plate Offssets(1nC),Y,An& (1:34,2-3,a) (21-12,34426.) (3:0-13,1.9,25.) (4:043-15,26.) (5:4Z3-15,0.) (6:043$Q) (70.5,413,76) (8:0 3-15,26) (9:413,",.26) (1Q1-IZ3-1,25.) (112$2-I1,Q) (120g3A90.) (13:01VAOL) (14:OAI-12,Q) (15:043$Q) (IM3A81.) (I.a3.80.) (18:043fl81.) (I-M-123SQ) (2D04n%) Reaction Summary 1T• Type, Btg CanbD Big Width Material Rqd Bg W1dth Max React Max Gray Uplift Max Wind Uplift Max Uplift Max Hai. 1 Pin(Wall) 1 8in Concrete Masonry 3.00 in 33111s _ -15611a -156lbs 23011s 19 H Roll(W I) 1 8 in Concrete Masonry 3.04 in 21576 Is - -1,020 1bs -1,M01M 0lls 12 H Roll(W611) I sin Concrete Masonry 3.0D in 1,8m Its - MA lls M61ls 0Its Material Summary. Bracing Summary TC SP(ALSC6.2II3)#22c4 ---PC TC Bating Sheathed or Purlins at 3.54"Puffin design by Others. j 5.7 SP(ALSC6-2013)SS 204 7-9 SP(ALSC6.ID13)SS ZA BC SP(ALSC6-2013)un 2t4 ex-pt: BC&acing Sheathed or Pulins at 6.314 Puffin design 670thos. 16-18 SP(ALSC6-2DU)SS a4 - Wbbs SP(AISC6.2D13)#351td 2,4 Loads Summary 1)his teas has been designed for the effects do to 10 psf bottan chord live load plus dead loads. 2)�n js -s has learn dsigued fbr the effects ofwind loads in axadance with ASCE7-10 with the fotlowing user defined inpLt 170mphudtimatc FVoaue C,Fd1y Enclosed �\ M• B�FjI Gatle pW En&CatepyHo-I.00)•Ovcall Bh�Dins 97ftx52R,h=I5R,Not End Zme Tnas,Neither end web ansidued DOL=133,CCZme Wudh 5.2 ft. �\ ������ �^� 3)Mmimun stmag attic loading in accordance with IBC 79He 1607.1 has been applied \\�� �Q'-'•r' NS` - Member Forces Summary Teble inflates:Menka m,near CS4 maxadal farce,(max omyr.form ifdfetent flan max axial face) \ TC 21-1 Q371 3611E 4-5 Q963 36411s (-3581bs) 7-8 as% -47DD1� % PE 76051 1-2 Q405 _226 Ra 56 Q489 -I,20lts g.10 am -1.80 Rs � , , s 24 0.861 61911s (_ lba) 6-7 0.487 a.5131bs 111 Q710 -780ea 1 , - BC 11-12 Q750 ?JD Ibs (.74-M lb.) 1SI6 11651 1,.+•7811s (-IN IIs) 1&8-19 Q375 -7121h; 12-13 Q315 2D31Is (-741b,) 16n Qs44 41891bs (-370its) 19-20 0.265 2111ts (-13811a) _- 13-15 01M I,.bs fi6711s 17-18 Q512 724lbs 421 iba 2o-1 OLZ77 247lb 440lbs - S WFbs 2-20 Q019 26111s SI7 6 378 611 8931ts (-3621bs) 8-15 0.137 - 1hs 4 ATE OF i 2-19 Q506 -659 s 647 Q246 -56711s 9-13 Q166 3121hs (-261 Ibs) N. ` _ 4-19 Q465 -ZO1311s 6.16 Q774 3321b. (43811s) 10-13 OLM2 1,626lbs (-85411s) • • 41 \ 8 0.488 1,3641bs (478IN) 7.16 0.180 421 Its (-71t.) 10-12 0.413 -1,6821� P,// O`� Op1�v- \ . Notes: 5- Q613 l.oslbs 7-15 Q094 -1971b //�SS�__f���, /pNA►- Wh 1) en this toss has been chosen fagaliryaasu cenu ance inspection,the Plate Plaod Method per77. ha1 1 I-2=A3.2s1 be used Cq-1.17. /��,/�r I II' 2)Pnxlde edequnte dtainaff topmentpmdng I J 3) ®Inflates cornine lateral testraint(CLR)reggired at the location(s)shown.Rows of CLRroat be adxWciy dagnally,haced,son D-WEDCIRBRACE.For alternatives to CLRs and dagnal tracing am D-WEBRENFORCE. 4)Usted wind spiift ractions lased on MWFRS Only lading I Ck NOTICE Ampyofthis dsigu shall he Punished to the erection cenuxla.Thedsigu this inflvidal toss is lasedondsipu criteria andtcgdtemena st5plied by Que 7nas Manu£actucraed relies Wontheaoarary grplpMg �, and oogiateness ofthe inf, ion set forth IV the 136IflngDesip er.A seal on this drawing indiaia acceptance ofprdessioral engineering responsibility solely fb,the toss canpnrnt dsigu shown.Sm the was Stnet FngKM0.51 pqy and the"h pat nt Information&General Notes"page faadditional infanatiau.All catneeraplates shall be nent6chxed b!Sini son ShwgTic Cargany,Inc in acendance with FSRZ762.All connector 2590N.Kings High.FL Pierce FI 34%1 plates are 2D mauve,unless the spedfied plate sim is follavalt y a"-lr which inflates an 18 gang plate,a'SN IS',which inflates a higit tension 18 Suge plate. Southern Truss Companies,Inc. Truss: A8 + SOUTHERN 2590 N.kings Highway PmjectNalne: 8251 Fort Pierce,F134951 lr Date: 6/14/2016 82737 AM Component COMPANIES (800)232-0509 (772)464-4160 (772)318-001'6 Fax Page: 1 of1 _ V I Truss an:20165[Build 52 Span Pilch Qty OHL OHR CANT L CANT R PUES Spacing WGT/PLY 50-6-8 6/12 1 1-4-0 0-0-0 0-M 2-10-8 1 24in 278lbs 51-10-8 1.4-q 5-8-0 •s-B-o s-B-o 8-4-0 6�-o s-10-o 6-10-0 5-8-011�-0 17.0-0 25-0-0 33-8-0 40-0-0 47-4-1) 50•fi-8 I I 5x6 HS 18- 1 x4 l 3x4- 5x6 HS 18- 5 6 7 8 12 12 6F �6 3x6/ 3x4\ 3x4/ 4 5x4\ 9 n 3 0 06 1,no3x4/ a US\ Iv 1 a 45- 4x5 2- 1 Z r 2 I 22 20 19 18 17 16 15 14 1x4 j 21 3x4- 4x4- 3x4-3x8- 3x4- 3x4- 44- 13 6x6- 2x6 0-M 0-0-0 5-8-0 5-8-0 5-8-0 8-4-0 , 8-0-0 110-0 6.10-0 3-2-0 5-8-0 1 41 217-0-0 25" 33-8-0 40.6.0 47�i-0 SO�i Loading General CSI Summary Deflection I./ (loc) Allowed I.md (PSO Bldg Code: FBC 3DI41 TC: 082(45) Wd 7L• 0,33 in L/999 (I6-17) L1240 TCIL: 20 7P11-2007 BC: Q99(IG17) Wt I.L. 0.14 in L/999 (16.17) L/360 7CDL: 10 Rep Mbr Increase: Yes Wa: Q90(I1-I4) Cant/OH TU Q(T)in UP 2L/999 (I2-13) Z./120 BCLL: 0 D.O.L: 125% Cant/OH LL• 0in UP 2L/999 (1213) 2L/120 BCDL: 10 Herz TL: 0.05 in 13 Plate Offsets(Jnt•XYAn& (l d,2.3,Q) (21-IZ3.1,76) (3d0-13,1-9,M) (4:1-IZ3-1,26) (5:1-IZ341,0.) ((ROAA90.) (7:00,14Z(1) (8:I.12,A0.) (9:1-Q2A,2G) (IQ0.13,]A,76) (11:]-IZ3-1,35) (122-8,2-11,Q) (13:OQ3-0,9I. (14:1-]Z3$Q) (I5:00,1-IZQ) (1(xOQi$Q) (17.043$Q) (18:641-I2Q) (19043$Q) (21:OQI•IZ QI (2I:I-1234a1 fB:OQ343.9Q) Reaction Summary JT Type BrP-Coxnbo Brg Wdh Material Rqd Brg Wdh Max React MUG—Uplift Marc Wnd Uplift Mate Uplift Max Htriz 1 Pin(Nh6) I sin Concrete Masonry 3.00 in 3751ba - -18311s -183 Its 207lh; 21 H Roll()1611) I gin Concrete Masonry 3.00 in Z400Ira - -977ls -97711s Oft II H Roll(N411) 1 gin Concrete Masonry 3.00 in 1,601hs - -7511ts -751ls 0Its Material Summary Bracing Summary TC SP(ALSCG2013)#2 a4 ex¢p: 7C Bracing Sheathed a Pulins at 34FQ Polin dsige by Others. 1 5-7 SP(ALSCG2113)SS 2x4 7-8 SP(ALSC6.2013)SS 2t4 8-10 SP(ALSC6-2013)SS 24 BC SP(ALSC&20I3)#22c4 BC Bracing Sheathed V.6 s SP(ALSC6-20D)NYStu12c4 Loads Summary 1)Yhis toss has b—dsigtd fir the effects de to 10 psf bzm dead live hod pim dad lr�. 2)7his toss has been designed frrtheelfects ofwind loads in acxadance with ASCE7-10 with the following ma&fnd inpt: 170n#titimate,Expmtn:C,Ftdly Fndme4 CrgHe/3B.' 'rung Categylla-1.00),Overall Bldg Dims 99ftx52Qh=15ft,Not FndZmeTnas,Ndthamdsvebowrsidned DOL-1.33,CC Zone Widh 5.21EM" 3)Minimton sterag attic loading in aaa&nce with IBC Table 1607.1 has been applied B \�� PN-- Member Forces Summary Tale indicates:Memta ID,rantCSL tract Walfonx(marganpr.forteififffoattserrr—axialf—) ere�e• �GE(VSF-��I C 2> 7I Qsn 361bo 4-5 Q821 40lbs ga 0.466 -1,772lbs ` !'- /o 1.2 Q492 -2911ba 5-6 Q481 -1,473lbs 9-11 Q768 -1,898lb; PE 76051 2-4 0.687 5181� -DD lbs tie Q481 -1.473 Its 11-12 O.YA -Mlbs _•BC 12-13 0257 304Its (-951hs) 16.17 Q986 1,n7 s (-SS Ides)21-22 0.314 204lbs (-IISlbs) r "OF_ .'. 13-14 Q78'i 3071ts (-951hs) 17-19 0.8W 62i lts (Alps)22-1 Q314 951IsU711s)1416 Q788 1.5621ba (•6S711s 19.21 Q424 -499lbs Wbs 2-22 Q093 245ls 5-17 Q423 1,W Rs (-603Its)9.14 QI54 325lbs (-300 Bs 2-21 0.519 s»I1s 6-17 Q210 -524lbs lla4 Q901 I'mlbo (-95nts) S A421 0.460 -ZO0711s 8-17 Q130 -1851bs II-13 a421 -1,691 Its4-19 Qg91 1,5M1bs (7081b.) 8.16 Q142 3951b. . (-3g1bs) �V. 5-19 Q338 -Wlbs 0.109 -79it ���p F�GR��P,• W�� Notes: ----- 1)When this trms henon Is chosen fergWity assurance inspection,the Plate Placrn 2 d ent Method per7PI 1-20MA3shall to an Cq=1.17. SS�ONAL \ 2)Provide adegnte drainag to prevent pmdng 3) ®Indicates continuos lateral testraint(CLR)saperedat the location(s)shown.Rows dCLRmmt lead Welydiagrallyh-4 see D-WBCIRBRACE Faaltemdisa to CLRs and dagnal bradng see D-WEBREINFORCE 4)IListd wind tdift realms lid en MWFRS Only lording. NOnCE Ac py ofthis design shall be funishd to the cmetim contractor.The dsigt ofthis indvidW teas is tosdon dsigt criteria and requirements st}plid by the Truss Mamdkt—ad teller open the acc—cy Bpjypp N1 Bel, and tzrrpleteness of the infmrtatim sa forth by the Biildng Desig,ez A seal on this dawing inclates acceptance ofprd'essimal cngnming responsibility solely for the toss contporent�sigt shown.See the corer paw and the^Impoant Infm�im&Ganea1 Not."page ferad6tionat inftortatim.All connecter plat shall be trmtdactud try Sinpor Stan Te Swa FngtlH151 ores ate 2(1 S Cmgntty,Inc in accordance with FSR-2762.All=boom 259D N.Kings Hidr.Ft Pierre F134951 pl per,unless the specified plate sir is fdlovd by a"IB'which indicates an 18 pug plate,or"5818",which indicates a bide tension 18 pure plate. 1',TTM Southern Truss Companies,Inc. Truss: A9 = .11_'111 SOUTHERN 2590 N.kings Highway Project Name: 8251 ' Fort Pierce F134951 Date: 6/14/2016 82737AM Co onent SolutionsTm 1RU � Page: 1 of 1 "�' Truss COMPANIES (800)232-0509 (772)464 4160 (772)318-0016 Fax Version:20165 uild 52 " Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 50-6-8 6/12 1 14-0 0-0-0 0-" 0-0-0 1 24 in 273 lbs 51-10-8 1.4 7-0-0 44-0 3-8-0 s-10-1 t s-t 0-t 1 s-t 0-11 5-10-0 5-1 :0 3-2-8 11-4-0 15-0-0 21-10.11 28-95 35.8-0 41-0-0 47.4D 5x6- 1x4 I 3x4- 3x4- 5x6- 5 6 7 8 9 12 r 12 6� 1x41 3x4\ �6 0 3x6 3x4/ 1 3x4/ 2 m 1x41 2 'a 4 I� 4x5- 4x5- 1 3 Y 2to I 20 19 18 17 16 15 I 22 21 3x5- 4x7- 3x4- 3x4- 3x4-3x4- 14 1x4 I 6x7- 6x6- I I 0-0-0 0-M 7-0-0 6-10.11 I 9-3-59-3-5 12'7-0-0 11-0-0 21-10.11 2195 38-0.11 47-0-0 50.6-8 Loading General CSI Summary Deflection L/ (loc) Allowed Lead ({st) Bldg Cad=: FBC MIV TC: Qffi(8.9) Val TL. 416 in L/438 (22-1) L/240 tcLL: 3D TPl 1-2007 BC: 055(19-21) Vat LL. Q04 in UP L/999 (21--n L/360 TCDL: 10 Rep Mb-Inaease: Yes Hbb: Q71(5-21) Hai TL• Q06 in 14 BOLL: 0 D.O.L: 125% Creep Fact.,Ka=1.5 BCDL: 10 Plate OBsets(1nC),Y,Ang): (Irg2-3,Q) (2.1-12,3.1,2&) (MI-13,IA,26.) (4:0-q-M90.) (5:(1-2,315,11.) (6043ARX) (7..KI-Iz0.) (8:I-IZ3$Q) (9:42,315,Q) (IQ0-W-9,X) (Ild)Q315,24) (1211Q315,90.) (132-$2-II,Q) (14:I-12,r4,0.) (IS:Oq'r$Q) (16:0g1-lzo.) (17:1-1238Q) (I&Oal-12Q) (129Q3.8Q) M2 IIQl.12Q) R1:OQ3-tA) (220Q3$9Q) Reaction Summary JT Type Brg Conran BrgW dth Material Rql Brg lHdth Mal React Max Gray Uplift Max Wad Uplift Max Ulm Max Holz 1 Pin(%Wl) 1 Sin Cmaete Masonry 300 in 28511s - -12811s -12811s 18611s 22 H Rd l(P611) 1 8 in Can Masonry 3.00 in 131 lbs -158lbs -571bs -158 lbs 0lbs 21 Hlldl(Wdl) 1 8in Cmtxae Masonry 3A7 in Z6051be - -1.082lbs -1,082lba Olt; IA H Roll(MI) I 8in Cates:Mashrtry 3.00 in 1,7571be -Ill lb, -T1 lbs Olba 13 H Ran(MI) 1 6.5 in Concrete Mmmry 3.00 in 46 nor -121hs -6Ihs -1216s 0ibe Material Summary Bracing Summary TC SP(ALSC6.2013)8224 TC Bracing Sheathed Puffins at 3-104 Ihxiin dsigt by Others. lit SP(ALSC&2)13)SS 2x4 BC Bracing Sheathed or Puffins at 6-34 Pulin design by Others. ' WBs SP(ALSC&2013)9YStu120 Loads Summary 1)�Ibis taws has been dsigted fm the effects die to 10 p;f bctthrn chord live load plm dead leads. \ //�� 2)�Iltis than bs been dsigtal fa the etrats ofwind load;in accordance with ASCE7-10 with the following two defined inpl:170mphdtimate,F.P.=C,Fdly Fnelme(t \�\ _`NI" BC� Cmd�pBoi1&ng Caegyllo-1.0010--all Bldg Dins99ftxMf4h=15ft,Na End ZmeTnas,Ndtheeendwebcrosidned DOL=1.33,CCZme Wi8h5.2fL \� P\` ���� 3)Mini staare anic loading in acembnce with IBC Table I607.1 has been applied \/(�N ,�`r E N S . Member Forces Summary Table indicates:Mernber ID,max CSI,max atdal fag(ma caW.three Wdiffae tt forn max axial fate) V TC 23-1 0371 36IIs 56 0.785 -:,Ml5 bs 1.12 0.567 1431bs (A41bl) • PE 76051 x 1-2 Q718 2901bs (-1971bt) 64I Q785 -1,2651Is 12-13 Q460 -1@Ibs 24 Q781 7m lbe (-3311hs) 8-9 0.847 -1,6871bs e 45 Q566 709lbs (-2031hs) 9-11 0.80 -1.8771hs i/�—`•'`'BC ]14 Q28 1,1441bs (-50I1s) 17-19 Q543 1,5381bs (S721hs) 22-1 0231 25611s (-210 Has) Q490 491hs (716bs) 19-21 0.549 226 is (.16b:) I5-17 Q492 1.402l s (-5881be) 21-22 0.444 256Its (-21011s) 74'Tx�� A"OF_ ,',VA 2-22 Q039 2591b (-T I(w) 6.19 0.470 43511s (425 Has) 11.15 Q. 202Ibs (66Its) 12-21 Q6 £i3}w 8-9 0.349 -MI bs Q6718 -1,9541E �oo , S IQi. " a�421 Q146 29216; (-23111s) 8-17 QPJ4 181 1be (.2611a) 12-14 Q159 4451ts (.34311s) O . pR,D�.'\� 5-21 0.710 -1,87l 11s 9.17 nn 25711E (-1161bs) 5-19 0.536 1,4S lbs (777lbs) 9-15 0.107 298lba (42lbs) i Sl1/ON�� \ Notes: V 1)When this toss has hen chosen fa giality assuano,inspection,the Plate Placement Method per TPl 1-2002IA32 shall be teed Cq-1.17. 2)Pswide adequate drainage to pavan pmding 3) ®Indicates cmtinu s lateral testraint(CLR)rtgimdat the location(s)shown.Roes d'ClRmist be arlmlonelydagnaliybaced,see D•WFBCIRBRACE Fa altemaives to CIRs and diagnal tracing son D-WEBREINFORCE 4)Listed wind tplift reactions based MWFRS Only lording NOTICE Amps of this design shall be funished to the enxtim contractor.The r$igt dthis individual inas is based an design aitede and tegiitenenu sspiied b/the Tows Manaamxc and relic upon the aavary BI'leil M.Bleakly andwtgiaenasofthe infmmtion sat Toth by-the Bolding Desipar.A seal onthis drawing indicates acceptance ofpufssimal engineering tespnsibility,solely fa the tans omWmt design shown.See the cote Stnxl.EngffWl 1 codthe'7tnpmant lnfmnatim&General Notes"papp for ad6timal infmmlim.All connector plats shall be mantdactued by Simpson Stang-Te CmRany,Inc in acchrdznce with FSRM.All emnecta 2MN.Kings IE2t.Ft.Pierce FI 34951 plates are M gruge,miss the specified plate sim is followed by a"-18"which indicts an 18 gat¢plaq a"SP Ir,which indicates a high tension 18 g uge Plate. Southern Truss Companies, Inc. Truss: B1 . +:. SOUTHERN2590 N.kings Highway ProjectName: 8251 ' -- TRUSS Fort Pierce,F134951 Date: 6/14/2016 82738 AM Component S6lutionsTM Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 Ofl Version:20165 uiB 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WOT/PLY 39-5-0 6/12 1 0-M 0-M 0-M 0-M 1 24 in 244lbs 39-5-0 4-0-0 7-1-0 7-1-0 7-1-D 7-1-0 7-1-0 4-0-0 11-1-0 18-2-0 25-30 32-4-0 39-5-0 12 5x5- 3x4- 3x4- 3x4- 3x4- 3x4- US- 1.5x3 1 6F— 2 3 4 5 6 7 8 9 3x5/ 1 n'fO 0 en i 17 16 15 14 13 12 11 10 2x8 1 4x7- 3x4- 3x4- 3x4- 4A- 3x4- 7x6- FUG-1 D4G it D-0-0 0-0-0 4-M &104 8-104 8-10-4 8-104 4-0-0 12-10. 2146-8 30-rr12 39-5-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (ps0 131dg Cade:Lo FBC 2014' TC: 0.91(6-8) Yet Ti- Q43 in L/999 (Iml) L/240 TOIL: 20 TPI I-2007 BC: 0.97(14-16) Mf tLL- Q17 in L/999 (10-11) L/360 T'CDL: 10 Rep Mhrinaease: Yes Nub: a81(8-10) Harz TL Ql in 10 BOLL: 0 D.O.L: 125% Creep Factor,Ka-1.5 WDL: 10 Plate Offsets(Jn0xY,An& (1:38,2-3,26.) (z0-1.3-1za) (xGA>e,a) (4041-Iza) (s:Q43aa) (6:043-ka) (7:Q41-IZOL) (a04,3A(L) (9:1.12,341,9a) (IWA34Q) (11:64340L) (12042AQ) (13:043$Q) (14:04341,Q) (I5-KI-IZ0.) Reaction Summary 3T Tyne ft Cardin Hg Hldh Material PAd&g Wdh Max Read Max Cmr Uplift Max Hind Uplift Max Uplift Mar Haiz 17 Pin(ross) 1 1.5 in - 3.OD in 1,6761h; - -7001bs -700Ibs 178lbs 10 H Rdl(foss) 1 1.5 in - 3.00 in 1,6651hs - -7411ts .741 Its 01h; Material Summary Bracing Summary Tc, SP(ALSC&2013)t2 NA TC Bracing Sheathed a Pulins at 34A Puffin desigt by Others. 9c SP(AISC6-2013)SS Dc4 -.Ft: BC Bracing Sheathed a Pulins at 544%Pulin dsigt try Othea. I15-17 SP(ALSC6-2D13)122x4 Hbu SP(AISC6-2013)IGStud:M Loads Summary 1)ibis buss has been designed fa the effects de to 10 psf lxuan curd live load pies dead loads. 2)This tnss has been designed fa the effects ofwind loads in a¢a&nce with ASCE7-10 with the fdlowinguser defined input: 170mphultimate,EVm=C,Fdly Fncimed, Crahld p6Rtildng CategyB0-1.00),Ov.WIBldg Dins99ftx52fLh-15ft,NotFndZau Toss,Neitherendweboonsidred DOL-1.33,CCZone Wrdh52fL 3)Mnimun staaw attic loading in aeca&nce with IBC Table 160/.1 has been applied \\\� M--13 Member Forces Summary Table indicates:Member ID,max CSL rraxadalfan"(ovu,c w r.fb=ifdifferent flan=&Aal fare) \\ N Tc 1-2 0.692 -%11ba 3-5 ass -1,9s+l� 6H Q913 -1,5471ea Q-:•�,�CENSF •,�/�—�i M Q735 -86011s 56 QA1 -2.M Ibs 8A Q757 0lbs BC ID41 0.617 1,306lbs (-758lls) 13.14 Q641 Z185lbs (-12961bs) 16-17 Q512 -1.7811a PE 76051 11-13 Q669 2.019lbs -1.1681bs) 14-16 Q868 1.798 is (-1.121 Its) Win 1-17 a3n -1,f�lls 3-4 Q286 6921hs (-IZ7Ihs) 6-11 Q375 4Mlba r "OF_ ,', -- 1-16 0.'= 1,409 be (-777ls) 5-14 Q310 434lbs sll Q432 1,0551bs (-3A Ih;) .2.16 Q074 182 @s 5-13 Q074 2071b; (-84 Rs) 8.10 Q897 -1,932 Ihs 3-16 Quo 1,406lbs 6-13 Q151 3631bs (-95Ibs) 9-10 0.192 2M bs (-IT.lbs) S ATruss-to-truss Connections SummaryO / ID CaniedTnas CanyingTrss CaminROffset Angle 777 Ell D4G 15b12 -'Mdeg i, FLORID.•G�� \� T„2 BI C4G 150-12 9Udeg �`- -----' \ Notes: 1)When this hiss has been chrzen fir quality assurance inspocton,the Plate PI—rent Method W'IF11-200tJA32shall be used Cq-1.17. / 71 j jA 2)Tnssdomas connection is frip4ical intapdation only Abangera others6irnral connection shall be pmiddtonsist the n—rcactiuu and uplift shown in the Reaction Srrarary 3)Pruvid adgme drainag:to prevent ponding 4)1 ®Indicates continuos lateral restraint(CLR)requirdat the location(s)shown.Rows efCLRrmat be aduieatelydagzually traced,see D-WEBCLRBRACE Faaltemetives to CLRs and diagonal bracing are D-w®REINFORCE 5)listed wind uplift reactions based on MWFRS Only loading NOT ICE Acopy ofthis design shall be f—ished to the aexdion conhaaa.The dcsigu ofthis Individual teas is tsrd on design aiteda and reonnnents supplied by the Tess Manudaxuer and relics tlxn the aexuaey Bran Ni Bleakly and cmghleteness ofthe inf rocnion set forth by the BuildingDesigua.A seal on this drawing indicates acceptance ofpofessional engincering responsibility solely fir to ss conponent dsigt shown.Se the cove StneL Fng67FII51 lag•and the'7mpmant Infarratim&General Notes"paw fir additional infanatiah.All connector plates shall he rrenudacnxed by S4Tpcn Shmg-Te Company,Inc in accordance with ESR-ZM.All—ecior 2590N.Kings Nip).FL Pi—Fl 34951 plate are 20 gage,unless the specified plate sim is fdlmd by a`-Ilr which indicates an IS gtip plate,a"SN 19",which indicates a hint tension 18 gags Plate I- Southern Truss Companies,Inc. Truss: B2 'j SOUTHERN 2590 N.kings Highway Project Name: 8251 Fort Pierce,F134951 Date: 6/14/2016 82738 AM Component SolutionsTM TRUSSCOMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1 Truss Veision:20165 uild 52 Span Pitch Qry OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 39-5-0 6/12 1 0-0-0 0-M 0-M 0-M 1 24 in 233 lbs 39b0 2-0-0 7-5-13 7-5-13 7-5-13 7-5-13 7-5-13 2-0-0 9.5-13 16-11-10 24-5-6 31-11-3 39-5-0 I 12 SA- ' 6F5x5/ 3x4- 3x4- 3x4- 3x4- 3x5- 1.5x3 l 2 3 4 5 6 7 8 9 4x4/ 1 o ea 11 16 15 14 13 12 11 10 2x8 i 5x7- 5x5- 3x4- 4x5- 3x4- 7x6- CTG D4G i I 0-0-0 0-M 2-0-0 94-0 94 4 9-0-4 9A4 2.0.0 1144 2G-8-e 30�12 39-5-0 Loading General CSI Summary Deflection TJ floc) Allowed &d &0 BIBCode: FBC 20141 TC: Q92(3-5) Vert M. Q5 in L/939 (10.11) L/240 TCLL: 20 TPI I-2W1 BC: 0.70(11-13) Vet LL. Ql8 in L/999 (10.11) L/360 TCDL: 10 Rep Mbrinerease: Yes %%b: Q88(3-15) Harz TL• Qll in 10 6CLL: 0 D.O.L: M% Crap Factor,Ka=1.5 BCDL: 10 Plate Offsets(lnt-X Y,Angk (1:3-8,2-3,26) (2:043413.) (3:Og3-8,Q) (4:0-q-1,Q) (7:641-1ZQ) (8:00,3$Q) (9:.1-123R9a) (1Q38.38Q) (11:OQ3$Q) (11.-QQ) (13:0438Q) (14:0.1Z24iQ) (IS:I- IM) (16:1-IZ4A9Q) Reaction Summary JT Type MCombo @g Wdh Material Rgd Lbg V,(dth Max React Max Gay Uplift Max Wnd Uplift Max Uplift Max Hod. 16 Pin(Toss) I 1.5 in - 3.00 in 1,6261h - -711 Its -711 Ib 9011s 10 H Will(foss) 1 1.5 in - 3.00 in 1,615 Its - -730lbs -T30lbs 0lls Material Summary Bracing Summary 7C SP(ALSC&2013)9214 except: TC Baring Sheathed or Pudins at 3-111 Pullin design by Others. 1 7-9 SP(ALSC6.2D13)SS 2x4 BC SP(A(SC6-2DI3)SS Dc4 BC Baring Sheathed or Pudins at SSQ Puffin design by others. Hds SP(ALSC&2013)rdStud 2x4 Loads Summary 1)IThis mss has hen dcsighed for the effects din to 10 psf bottan chord live load plus dad loads. 2)Thistoss has het drsighedfor the effWs ofwind loads in accordance with ASCE7-10 with the following user d:6ned input IAmphtddnnte Egm=C,Fudly Fnclmed, Gablr/Hip,Building Catagy Bp-IAD Overall Bldg Dints 99 ft x 52 ft,h-15 k Not Fnd7me Teas,Neither end web considset DOL-1.33,CC Zane%Vdth 5.2 fl. 3)'Mnimun staag attic loading in accordance with IBC Table I6D7.1 has been applied Member Forces Summary4 ) �`\\ N M" BL 1 Table iodates:Memhr ID,rtax CS max axial font,(max mnpr.farsx if dffaent horn ccaz eadat fame TC 1-2 Q649 5651hs 3-5 Q919 -1-039It. 68 Q762 -1,810lhs �a \��''GENSF 1 2.3 0.769 -532)bs 5-6 QS78 .2448 Its &9 11398 01h 13C 10.11 0.640 I'so lbs (-89411i) 1-:4 Q637 2,4111Is (4L413 Its) I5-16 am -90lbs 11.13 0.696 23131ts (-1.33411s 14-IS 0.5% 1.8141bs -1.104lba : PE 76051 ; Mhu 1-16 03M .1,684 lbs 3-14 0.314 7991ts (.210lbs) 6-11 am -A81h „ a t 1-15 0. 1 I'M8 its (S)7lbs) 5-14 Q248 -6Mlba 8.11 Q3fn 9971h (.317lbs) t 2-15 0.110 2M;ba (-131 lbs) 5-13 Q064 164 lbs (-28Ih) 8-10 OLM -ZQ511ts 3-15 QSA -1,7261bs 6-13 a123 7741ba (-4011.) 9.10 QI53 2141h (-18316s) 'buss-to-truss Connections Summary SATE OttF/y1. J'� to Carried`r-s CanyingTnss Carrying Offset Angle • s{q{t� 7T6 B2, D40 13012 270 deg O, �C ORl`��•' `v \ Trll B2 C4G 13-0.12 90 hg or . \ \�� Notes: /i�� sS/ONA`�G\� 1)When this toss has been chosen for cpality assuance inspection,the Plate Plawncd Method per TPl 1.2007/A3.2 shall be tied Cq=1.17. 2)Tms4o-tnss connection is fwgraphical interpretation only Ahangereruhersu=ural aou nx ectim shall be provided tomisl the e reaction anduplift shown in the Reaction S acmacy 3)P-idm ahgme dabnapp to prevent pondng 4) ®indicates condoms lateral restaint(CLR)s oredat the lamtim(s)shown.Rows ofCLRmmt be adequately dagonallybeced.see D-WEBCLRBRACE Foraltenativcs I to CIRs and diagonal bracing see 6WEBREINFORCE 5)Listed wind uplift reactions based on MWFRS Only loadng I I J� NOTICE Acopy dthis desip shall be furnished totter eectim contractor.The desip ofthis individual toss is based on design criteria andsrginrtmnts su¢{iicd try the Truss Manudactuer and relics upon the accuracy Brian NL Bleakly and Wr�leteness afthe infoxnation set forth by theWIdinBDaipm A seal at this dawingindalcs acceptance ofpcotessinal ongbneeringtesp-iblity solely for the bus cacgaumt dsighshorn.Seethemhcr SmeL Fn&#Wl paw mdthe"lmporant bnfnoariat&General Notes"pW.faaditimal infmratim.All connecterplates shall be rcrnn�cundby Sirngim Song-Ter Corn any,Inc in accordance with FSR.27R.All connector 2590 N.King High.FL Pion FI 34951 plates are 20 ypug!,mless the spcified plate she is followed by a"-IS'which indicates an 18 ern¢plate,w"S#IS',which indicates a high tension 18 Pw-plate. I • i Southern Truss Companies,Inc. Truss: B3 „ sally T 2590 N.kings Highway Project Name: 8251 Fort Pierce,F134951 Date 6/14/2016 82739 AM Component Solution"" TRUSS Page: 1 of I Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Version:20165[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 39-5-0 0/12 I 0-0-0 0-M 0-M 0-" 1 24 in 208 Ibs 39-5-0 7-10-10 7-10.10 7-10-10 7-1 D-10 7-10-10 7-10-10 15-9-3 23-7-13 31-M 395-0 „ 1.5x3 l 4x4- 3x4- 3x4- 3x4- 3x4- 4x4- 1.5x3 l 1 2 3 4 5 6 7 8 c i us 15 14 13 12 11 10, 9 7x6- 3x4- 44- 3x4- 5x5- 3x4- 7x6- C4G 134G 0-0-0 0-0-0 9-1D4 SAGA. 9-104 SAGA 9-104 19-8-8 29b12 39.5-0 Loading General CSI Summary Deflection V (loc) Allowed Load (pso BldeCcd:: FBC 2D14' TC: 895(45) Wt TL: O55 in L/850 (9.10) L/740 TOLL: 20 TPI 1-2097 BC: 069(12.14) alert U. 016 in L/999 12 L/360 TCDL: 10 Rep Mh lnmau: Yes Vkb: Q84 C7-9) HaeTL• 0.14 in 9 BCLL: 0 DAL: 125% CreepFacta,Ka—1.5 BCDL: 10 Plate offsets(JnMYAng): (l -43 ,9 ) O.)L 0.)1 aQ)) (81-123A90) ) . -I Q0 0.(9: $ 0 0) 2 0 02 0 Reaction Summary JT Type Big Combo Big 111dh Material Rod Boa.Wldh Max Read Max Gave Udift Max Wind UoliR Max Uplift Max Horiz 15 Pin(I'nas) 1 1.5 in - 3.00 in 1,577lbs - -720 Ibe -720 Ibe i 0 ts 9 H Rd](rues) 1 1.5 in - 3.00 in 1,SR lbs - -718Ihs -7d111s 0ls Material Summary Bracing Summary TI SP(ALSC6-2013)SS 2c4 except: TC Bracing Sheathed or Pulins W 2-K Pulin dmign by others. 3-6 SP(ALSC&2113)ire 14 BC SP(ALSC6-MI3)SS 2c4 BC Bracing Sheathed a Putins at 5-2A Pulin design by others. Wlb; SP(AISC6-2113)0Stud N4 Loads Summary I)This teas has hen des fa the:Recta 8e to 10 paf hottan chord live load plus dyad loads. 2)This toss has been desip,ied f the eMcts ofwind loads in accordance with ASCE7-10 with the following user defined inpt:170 mph ultimate,Fgnnse C,Folly Enclosed, \` `1 I I I�'/ '/ CaddHiR Budlfing CategoryO),y 110-L Oveall Blcgns Di 99 R x 4 0,h-15R,Not En Zone Truss,Ncithaend web cxasidercd DOL-133,CC Zm Wid th `h 12 , 3i Mmimun stma�attic loafing in accordance with BBC Table 160/.1 has been applied Member Forces Summary Table indicates:Member 11),max CSI,max i dal force,(max wnpr force if different Rmu max ax al face) TC 1-2 0445 0lbs 4.5 0948 -2,765lbs M DAM 01be \a 2-4 0859 .2.10711s '5-7 R876 -2 Ibe \108 �� . BC 9-10 E2 1,816Ibe (.1,080Its) 12-14 RdJ2 ?,tiA lbs Sbl B lbe) �V �• 10-12 BUR 2681 lbs -1.-%511s 113 It.. 1.101% 4-0191- PE 76051 � Was 1-15 0.117 225lb, (491,lbs)412 0.124 3771ts (-9811s)7A 0.838 -2,25lbs r r t 213 D ZBi7 - M5Its 5-12 0124 n51be (-1001be) BA 0.117 22416s (492Ibe) 2-14 0346 9081hs (.2A Ih)5-10 0 -81011s 4-14 03M -079Ibe 7-10 0.346 9W lb, (-Zip Its) r Truss-to-truss Connections Summary $ ATE OF ID Carved Tines 'Carrying Teas CarsyinROf&el AnPJe I To H3 D4G 110I2 ZA deg H1 /i�O x• :��OR1�P� \` \\ T1710 C4G U•412 90deg \ Notes: ss/O `��'\�\ I)When this tnas has beau chosen fa l alityaur ssance inspection,the Plate Plamrn ut Method per TPl 1-2102IA3.2 shalt be wed Cq-1.17. �� `\\ 2)Tms-4o4ms emnextim is fag�apiaical intapetwim mly AhangeraRhastnrnral correction shall be pwidedto mist the max teactim and tpPR shown in the Reaction Summary ary 3)Pawide adequate hainage to present panting ®Indicates cmtinuxs lateral restraint(CLR)required at the lamtiau(s)shown.Rows of CLR must be adequately dagnally traced,see D-WFBCLRBRACE For alternatives to CIRs and diwal bracing see D-WEBREDJFORCE Listed wind uplift reactions based on MWFRS Only loading ' + J NOTICE Acapy dthis deign shall be Rmished torte erection contractor.The design dthis individual toss is lased on design criteria end recplretrrnis supplied by the Truss Mmuudamra ardn:lic5 wn the eceaary Brian Iy1,Bleakly end cm�luaeness tdthe infmnatim set forth bythe Building Designa.A sal on this drawingindicat s acceptance dpolissimal engineering respussibility solely fathe oars emupment desio shown.Son the corer Stnet Fn&ffml page and due"Imprtan Infmratim&General Notes"pap.f.ahfi6md information.All mmxtapiates shall be sromficturd by Singsm Sinngry Company,Inc in accordance with FSRZM.All cmhcta 2990N.King I igh.Ft.Pierce F134951 plates are 20 gage,unless the specified plate sire is followed bya`-18"which Indicates on 18 pug plate,a"Sq 11r,which indicates a hips tension 18guM plate. • Southern Truss Companies,Inc. Truss: B4 s. SOUTHEiiN ne 2590 N.kings Highway P1ojectNal : 8251 ' Fort Pierce,F134951 Date: 6/14/2016 82739 AM Colnpon RUSS ent SolutionsTM T Page: 1 of 1 V ITmss COMPANIES (800)232-0509 (772)46"160 (772)318-0016 Fax ion:20163[Build 52 Span Pkch Qty OHL OHR CANT L CANT R PUES Spacing WGT/PLY 39-5-0 0/12 1 0-M 0-M 0-0-0 0-0-0 1 24 in 222 lbs 39-5-0 6-10-5 6.10.5 6-10-5 7-7-0 711 6-10-5 13-&11 20-7-0 28-2-0 35-9-0 39-5-0 I 5x4- 1.5x3 l 4x4- 3x4- 3x4- 5x4- 4x5- 7x6- 4x4- 1 2 3 4 5 6 7 8 9 fi I M i 0 v 1 6x6/ 641 17 16 15 14 11 10 74- 3x4- 4x4- 6x9/--13.89 3.69�x7- 2x8 l 12 12 C4G D4G I 0-0-0 I-M 1-0-0 G-0-0 10-3-8 10-3-8 t 3-10 10-5 8 20-7-0 23-8-0 32.8-0 35- 39-0 35-o Loading General CSI Summary Deflection U (loc) Allowed Load (Pso Bldg Cod: FEC 20141 TC: 498(24) M=TL• 0.76in L/0-1 (12-13) L/240 TCLL: 20 TPI I-MR BC: 472(14-16) Wt UL 0.25 in L/999 13 L/360 TCDL: 10 Rep Mbrinaease: Yes Hbb: 1.00(7-12) Hore TL: 0.22in 10 13CIL: 0 D.O.L, 125 Yea Creep Factor,K. 1.5 BCDL: 10 plate Ofsets(3nt:)C,Y.An& (1:1-12,3$9(X) (2:K3$0.) (3,KI-12,0.) (4:043-A(I) (5:043$0.) (&042-0,0.) (7:043-0,0.) (8A43$0.) (93-&3-&0.) (I41-IZ4490.) (11:1-12,38,0.) (1200.3$)8) (13..K3$18) (14:41,3-13.9.) (15:0424a) (16:043AO.) (173S,3A(I) Reaction Summary 3T Type Beg Canbo Brg tooth Material Rgdl3gWdh Max React Max Gtav Uplift Max lWnd Uplift Max Uplift Max Horiz 17 Pin(rocs) 1 1.5 in - 300 in I'm ibi - -720lhs -720 Rs 01h; ION Roll(1•nas) 1 1.5 in - 300 in 1,577Its - -72D lls .720lbs 0lts Material Summary Bracing Summary TC SP(ALSC62013)SS 2A ems: TC Bating Sheathed 1-1-3 SP(AISC62D13)92N4 EC SP(ALSC6.2013)SS 2e4 ereI BC Bracing Sheathed or Pulins at 4S4 Pulin dsipp by Other. 1 10-11 SP(AISC6-2013)#124 I1-12 SP(AISC6-2713)#t N4 Nds SP(ALSC&2013)Mod 2:4 Roads Summary' ])Pis loss has been opsiped fa the effenLs die to 10 psf hxlan road live land plus dad loads. 2)jThis toss has b=dniped fa the etfacts ofwind lend:in ncurbnce with ASCE7.10 with the following user defined inpc 170ngholtinore,Expsue C,Fdly Encored, \\� M" GaHelHipl3dldngCategryBG=1.00),Ottall BldgDim99ftxMkh-15ft,Ne Fad7me Tms,Ncithm end web musidsed DOL=133,CC Zone Wdth 5.2 fL (� 1tl1 ` 3)Minimun storage attic loading in a¢adjnce with IBC TaNe 1697.1 has been applied `� \� - q / Member Forces Summary TAeindeates:Member ID,maxCSI,naxaxialDon,(maccooF.faceifdffeterrtfmnnuxapalface) \gw•'��G�NSe,. TC 1-2 0.704 0lls 45 0.416 -3.43411s 7-8 4433 -Z3M Ihs 2-0 0.977 -26041ts 5-7 0.68 A1011ts &9 0.293 .1.143Its = ;BC 10.11 A 141 1,10lbs, 2-13 0. 3,551 is (-Z106ls) 14-16 0.717 3.078 Its (-1.7891bs) s` e. pE•7 I6'€0•5�1 1-12 OL (-701 I314 0. 3.5Vlbs (-2071E) I6-17 0.645 1.95211s -1.18 lhs) 1ttr 1-17 OLWn 198lb (-169lbs) 5-;4 0.5W 2ft &Il 4764 -1,81211s 2.7 0.8f8 359I1s 5-13 0.398 1,045Rs (5811s) 9-II 0.715 B1Is (4,148N) a 2.16 441 1,084Is (-031 Ihs) 7-3 4785 747s (.254ba) 9•0 0.649 -].538hs S ATE OF, 4.16 (1,L3 -789ls 2 0.9% -1,49lls &414 614118 (-21111 12 t [ � �. 0.733 f,9251� (-9871�) Truss-to-truss Connections Summary �j�Din. ,�0R1� ID Caai dTnss CanyingTnas CarryingOf@ct Andc / �O�M \ TI9 B4 CMG 9412 270 ft Notes: 1)Unlalsled plales ate W 3Og• 2)When this toss has been chosen for gdity asstsanm inspactiau,the Plate Placnxent Method per TPI I-200NA32 shall be used Cq-1.17. 3)Tms-to4ms connectim is fa gaphical intetpeutim mly Ahanger a aha shumrel connection shall be povidad to resist the nee reaction and uplift shown in the lteactitn son..), 4)PrW&adeget.drainage to pa tpndng 5) ®Indicates continuous lateral[estraint(Cut)regdredat the loatitn(s)shown.Rows of CLR=thead!quatelydagnallyh-4 see D-WEBCIR13RACE Faahernatnes to CLRs and dagnal hadng son D-WEBREINFORCF- 6)Listed wind uplift reactions lased at MWFRS Only hating NOMEAcopy ofthis dasigu shall is furnished to the euation contractor.The dsip ofthis individual tnas is Lssed on dsigu criteria and nxpiterents supplied by the Toss Mmukctuer and relies rpm the accuracy, Brian KBleakly andrxxrp7elmess ofthe infimation sea forth by the Holding DesigusA seal on this dawing indicam acupunce el'pmfasimal engineering responsibility solely for the tnss caaponed drsipp sh-Sep the taus Shut Fng#76M1 Inop andthe"Irnporrant Inf4un ian&General Notes"peg faaddtimal infmratim plates shall All connector pla shall be mmnrlam d by Singsm Shmg-Te Cm om geny,Inc in adance with ESR 2762 All connector 2590N.Kings IGdt.FL Pierce F134951 plates areal gauge,unless the specified plate size is fdlaved by a`-1S'which indicates an I8 pugg plate,a"Sul Ir,which indicates a high tension l8 pu¢plate 1 � Southern Truss Companies,Inc. Truss: B5G SOUTHERN 2590 N.kings Highway Project Name: 8251 TRUSS Fort Pierce,F134951 Page: 6/14/2016 827:40 AM [[ 39-5-0 olutionsTm COMPANIES (800)232=0509 (772)464-4160 (772)318-0016 Fax es 1 of3 s 5 uild 52 Pitch Qty OHL OHR CANTLCANT R PLiES Spacing WGT/PLY 0/12 1 0-0-0 0-M 0-M 0-0-0 2 12 in 262)bs 39-5-0 5-11-0 5-11-0 5-11-0 5-11-0 4-8-0 4-6-0 3-48 14-8 5-11-0 11-10-0 17-9-0 23-M 28.2-0 32-6-0 36-0-8 39-5-0 I 4x7- 45- 7x6-5x5 HS 18- 4x4- 04- 8x10 HS 18- 44- 5x7- 4x6- 1 2 3 4 5 6 7 8 9 10 ro o I r7a Y 8 15 1 6xl2 HS 18- 4x10- 7x8\ 21 20 19 18 17 13 12 11 3x7 j 5x5- 6x10- 8x9- 1.5x3 l 1.5x3 j 5x8- 3x7 j ® J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7C J7C J7C J—M J7C [M J7 J7 CAG 0-0-0 1.0-0 1-0-0 0-M 5-11-0 5-11-0 5.11-0 5-11-0 4�i-(1 4-8-0 3-4-0 5-11-0 11-10-0 17-9-0 238-0 282-0 32. 36-0.8 39-5-0 Loading General CSI Summary Deflection L/ (loc) Allowed L®d 6-0 Bldg Code: FW M14r TC: (169(5-6) Vat TL• 1.1 in 1./428 (17-18) L/240 TOLL: 20 TPI 1-2W7 BC: 0.91(1516) Vat L4• 0.42 in L/999 16 L/360 TCDL: 10 Rep Mtrinaease: No Wlr; 0.95(8-I4) H=rU 0.31 in Il BCLL: 0 DAL: 125% creep Facto Ka-1.5 BCDL: 10 Plate Mcis pnt:K,Y,Ang): (1:3-& (L) (2:1-12,sau) (3:142,44La) (&K2-lza) (5:1-I2,5s(l) (ea45.$a) C7,.2-,44(L) (aa45AO.) (AI-12,5$0.) (10.3-$5$0.) (Ila-12,3$90.) (126Q3$l1) (I3:1-12.3-8,90.) (14:1-Iz3•Zlb) (15:6Q3-QQ) (I&1-12,3{SQ) (171-1234t.90.) (Igfi0.4-0.0.) (192413410.) (7D:I.123S0.) (21:1-123$90.) Reaction Summary 3T Type Brg CanbD Btg Wdth Material Rqd Beg Wdh Max React Max Gray Udift Max Wnd Uplift Max Udift Max Haiz 21 Pin(foss) 1 IS in - 3,00 in 3,8M lls - 1,993 Ibs -),9831t 0lls l l H Roll(Tons) 1 1.5 in - 3.00 in 3,918 Rs 2,043 lbs -Z043 Rs 0Its Material Summary Bracing Summary 716 SP(AISUMU)SS 2x6 TC Bracing Sheathed orPulins at 3.914 Polio dcsigt by Others. 13C SP(AISC6.2D13)8220 except: BC Bracing Sheathed or Pulins at 3-10,Pulin dsigt by Others. 1 14-16 SP(ALSC6.2013)SS 2s4 M19 SP(ALSC620b)SS 2,4 Wds SP(ALSC6.2D13)tB5tal2x4 except: 1-20 SP(ALSC&2013)t22x4 I8-16 SP(ALSC&20b)SS 2s4 6-17 SP(ALSC&2D13)t2 2&14 SP(AISC6.2013)Q 2(4 Loads Summary 1)7his(nos has been designed fa the effects de to 10 psf Iman shad lire Icad plus dad loads. 2)7fhis toss has Isen designed for the effects ofwind loads in aapr&nce with ASCE7-10 with the following ma d:fined inpc 170mph tltinele,Eyxsae C,Fdly Fnclmed. CaHpBsoidingCategayB(1-1.00),Overall&dig Dirts 99ftz52 ft,h=ISf>.Na End2meTnas,Neithaendweb cvhsidted DOL—I.i,CC Zone Widh S2R 3)Minitmw staag attic loading in accordance with IBC Table 1607.1 has been applied - --—--`� PE 76051 SATE OF i i 1 L� NOT10EAcepy afthis d5ip7h shell be finished to the erection contractor.The design of this individual toss is based on high eriteda and requrenents sypiied by the Teas Manrdaaua and relies rpm the acerrary grianjyj$)eaI)y andcmgietmms ofthe infonration set futh bythe Bdlding Desigta.A seal on this drawing inflates acceptance ofpofasional wgncesing talansi611ity solely frthe toss anponent design shown.See the mho Su.:L Fng976051 In&and the"Inpnttad n hhfaetion&General No."page fir ad5tiona1 infba ation.All on c connector plates shall be tamhdzuedby Sivp9n StrongTe Congeny,Inc in accordance with ESR2762.All camata 2590N.Kings High.Ft.Pierce F1349M Oat es are 2D E•prW,.1.the specified plate sim is followed by a'18"which indicates an 18pip plate,a'S9 Ir,which indicates a high tension 18 gagy:plate. • + ' Southern Truss Companies,Inc. Truss: B5G SOUTHERN 2590 N.kings Highway PfojectName: 8251 component solutions*M TRUSS Fort Pierce,F134951 Daze: 6/14/2016 827:40 AM Tluss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pag Velsion:20165 ulld 52 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 39-5-0 0/12 1 0-M 0-M 0-M 0-" 2 12 in 262 lbs Load Case Lrl:Std Live Lead PointLoads M—bW Location Ditectiat Lead Trib Wdh Tip Chd 2412 Dawn 118lbs 24 in Bet Chd 2412 Dawn 171ts 24 in Tap Chd 40. Dam IlB lies 24 in Bel Chd 4412 Dam 171hs 24 in Tap Chd 6412 Doan 118bbs 24 in na Chd 6412 Down 1711s 24 in Tap Chd 8412 Down Iis lbs 24 in Bel Chd 8412 Dam 171in 24 in Tap Chd 10412 Dam 118lbs 24 in Bat Chd 10412 Down 171in 24 in Tap Chd " 12412 Dam 118lbs 24 in Bo�Chd 12412 Dam 1711s 24 in pChd 944112 Dawn 11811s 24 in Chd 14412 Dam 171bs 24 in Top Chd 16412 Dam 118lbs 24 in Be(Chd 16412 Down 1711s 24 in 7bpChd 18412 Down 118lbs 24 in Bat Chd 1841-12 Down 171bs 24 in Tap Chd 2D412 Dawn lisibs 24 in Bat Chd 26412 Down 171(s 24 in Tcp Chd 22412 Down 118lbs 24 in Bot Chd 22412 Dam 17lbs 24 in Tap Chd 244L12 Dam 14 lbs 24 in Bot Chd 244)-12 Dam 121 lls 24 in *Chd 26412 Down 14lbs 24 in Bot Chd 26412 Down 121 lbs 24 in Tap Chd .12 Down I4I1s 24 in Bat Chd 28412 Down 1211bs 24 in T�Chd 3D412 Down 1411s 24 in Bat Chd 3D.12 Dawn 121 lbs 24 in Tap Chd M412 Down 141bs 24 in Bel Chd 32412 Dawn 121 lbs 24 in Tap Chd 54412 Down 118lbs 24 in Bel Chd 34412 Dam 17Ibs 24 in Tap Chd 36412 Down 118lbs 24 in Bel Chd 36412 Down 17 its 24 in Tap Chd 38412 Down 1181Is 24 in Bel Chd 38412 Dam 171ts 24 in 1�ad Case DI:Std Dead Lead Point Loads Membc Location Di2dion Lead Tnb Wdh Tcp Chd 24112 Dam' Albs 24 in Bot Chd 2412 Dam 671bs 24 in T$Chd 4412 Down Albs 24 in Bot Chd 4412 Dawn 671bs 24 in Tap Chd 6412 Down Albs 24 in Bot Chd '6412 Dam 6711s 24 in Tap Chd 8412 Dam A lbs 24 in Bat Chd 8412 Down 671bs 24 in Tap Chd 10412 Down Albs 24 in B6t Chd 10412 Dam 67lba 24 in TdpChd .2412 Dawn Albs 24 in Bat Chd 124)-12 Dawn 67Ibs 24 in TdpChd 14412 Dam A Its 24 in Bat Chd 14412 Dawn 6711s 24 in Tap Chd 16412 Down Albs 24 in Bot Chd 16412 Dawn 671hs 24 in Top Chd 18412 Dam A 24 in .Chd 18412 Down 671bs 24 in Top Chd 2D412 Dom Albs 24 in Btt Chd 2D412 Down 6711s 24 in Tap Chd 2'E4L12 Dam Alls 24 in Ba Chd 22412 Down 67lbs 24 in Tap Chd 24-0-12 Up 81bs 24 in 13ct Chd 24412 Down 145lbs 24 in Tip Chd 26412 Up. 8lbs 24 in Bat Chd 26412 Down 145Ih; 24 in ZChd 28412 Up 8its 24 in B«Chd 2B412 Down 14sbs 24 in ZChd 30412 Up Slhs 24 in Chd 304 am 12 D I4511a 24 in \�� TbpChd x4}12 Up 8lbs 24 in \ Bat Chd 34412 Dam M lb.70ft 24 in e�NQ..�; Tap Chd 34-412 Down Alls 24 in Bel Chd 34412 Dam 6711s 24 in Top Chd 36412 Down Albs 24 in \ Bot Chd 36412 Down 671h; 24 in PE 76051 Tcp Chd 38412 Dam Albs 24 in t , r Bel Chd 38412 Dawn 67)bs 24 in ` 4 s Member Forces Summary Tale indcw.:Memla ID,maxCSI,maxardalface,(max a g.farce ifdfr—t foam maxaA.1 fare) = . 7C I-2 11356 111911s (-2,89 s) SL 0.694 7,940lbs (.7,3611hs) 8-9 Q362 4,522lbs (424DIts) I t s as47 x�i� ins i�i 7�7e a5 ���igi� `C 38 is) 9lo algl 1,8051bs (a,�lb>) � ;� S ATr`�1E}OF BC 11-12 0.129 OIb. I5-16 0.906 -7,9341t. y 19-2D arm -3,039lbs % • �•" -13- t� ` 12-13 Q142 -101 Ibis 17.18 a2D3 -233 lbs �z, a3so D its i�O F p Rip P ��\\ 14.15 UM -4,5Er lb, 18-19 ava 4.990Ibs 121. s •__ \\\ "� ;=m a� .3,54,l� (1.BS16s) a� :x�i� 4'3 a4 59lb `'23lb,; / 2-20 Q654 1,827lbs (-IX lbs) 6-16 0.674 4211ts (-W:bs) 9.14 Q� -3,42411s 'i 2-19 Q748 -2,216lbs 1617 QR7 10711, (-3Ibs) 14-12 Q- -I,78411s 3.19 0.410 I,1451� (-9Z lbs) 615 OL 1,31111s (-1,.'.) 9-12 Q885 Z47311s (-Z210Ihs) 3-IS Q494 -1,08111. 7.15 0.049 137lbs (4341bs) 1412 Q891 -2,65111s 5.18 0.548 1,530lbs (a,2s9lbs) &15 a80 -2.5tn lbs Ia1I a748 2,0881ts (-1,925lbs) NOTICE A efthis design shall be furnished to the erectim cvttrutor.The design ofthis indvldal teas is lased dt sign criteria and reµdn,sets st4plicd by the Tms Manufactucr and relies tpm the—cy Brian Ni Bleakly ;nd, letmess ,infame0m set forth tythe Ddldng Designer.A seal at this dawing indicates acceptance afpfessional engineering responsibility solely for the toss conWment desip shown.Sce the cue Stnet Fngg)6051. page andthe'7mpoitant Ink- ion&Gmeal Nda^Rag f—ditimal M matim.All connector plates sba1l to vuoL6d—d by Singson SnmgT'n Curopmy,Inc in acconbnce with FSR-M.All eotnctor plates are 20 rpuge,unless the specified plate sim is followed Ily a"lr which indicates an 19lpig piatq on•Sd IS,which indcates a hilt tmsim 18"plate 29AN.Kings H pj.Fe Pure FI 34951 ` Southern TY-uss Companies,Inc. Truss: B5G 5 SOUTHEfIN 2590N.kings Highway Project Name: 8251 TRUSS Fort Pierce, Daze: 6/14/2016 827:40AM Component SolutionsTA4 COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 3 of3 Truss Vetsion•20165[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 39-5-0 0/12 1 0-M 0-M 0-M 0-M 2 12 in 262(bs Ztvss-to-truss Connections Summary ID CamedTms CanyingTnas Carrying Onset And. TO B50 D40 74-8 270 deg T123 17 B5G 2*-2 2'A deg TIZi 17 B50 4- 2 270 deg . TM J7 B5G 6.0-2 270 deg T723 17 B5G 84FI2 270 ties Tm 17 115G M12 270 deg iTT73 J7 135G :2412 270 deg TTM J7 B5G 1.12 270 deg ;T'R3 J7 135G 160-12 270 deg TrJ; J7 B5G 194-12 270 deg Tr23 n B5G 2Da12 270 dig Try J7 1350 22412 270 deg T1`24 J7C B5G 24412 270 deg Tn4 Jx B5G 26412 2m deg T724 Jx B5G 284112 270 deg Tr24 Jx ld5G 3ao-12 2Adeg Tr24 Jx B50 32412 270 deg ,Trz 17 B5G 340. 12 --M&g TIM 17 B5G 360-12 270 deg TI23 J7 a5G .384-12 270deg TIE BSG C4G 7-1-8 9odeg Notes: 1)When this mass has been chosen for quality assurance inspection,the Plate Placement Mdhod per TV 1-2IO2IA3.2 shall be wed Cq=1.17. 2)Tess-to truss connection is fQgaphical interpoeatim only.Ahmger a aha sWRueal cameaim shall be provide dto resist the max ueactim and uplift shown in the Iteadim Slz, 3)Provide nhgate china¢to puent pmflng 4)I ®Inciatm mtinn latcWmtraint(CMfmF edaztheloatim(s)sham.Ra ofClRm theadmWelydiagmallyhacedsce6WFECIR13RACE Faaltemafia to C1Rs and dagmal tracing see D-WEBREINFORCE 5)Theft shownfirthismiti-plytossarcpxplymdthenacdmsarefaallplies.Twoidenticalbussesshallbehiltandntachrdwfollows:7C-2swM.dmvsgf IMNaitsm Dun Nails(min a W da.x 27/8"lmg[aQ 12'ac,BC-1 row d IOd Nails m Gm Nails[min 0137'fla.x 27/8'Img)(a31t.V oe,NHs-l tow 10dNails a Gm Nails[ruin OL W fla!x 2 7/8'I mill @ Sr ac. 6)Where regrind sufficient hangers shall be pmuided(by others)to resist reactions sham. 7)Install the saews/nails an me side:do not Rip onm.Scews/nails shall be installed in the same toss ply that the hangers are attached to 8)Lateral tracing shall le attached to each ply. 9)All fastenets ndnimum 2-121mg unless otherwise noted loj Nails in 1st and and ply:hall be staggered fron successive plies b2 U2 the nail spacing 11)Listed wind uplift reactions lased on MWFRS Only loading 1�At last we web of this buss has been&signed with a panel pint in the weh All panel prints at such web;shall be traced laterally pmpendadar tothe plane of the truss.Lateral traces shall be installed within 6'ofeach web panel pint. M. 13LF �NQ�Q,•��GENSF' PE 76051 q SATE OF 14 A. IDV- ��/llllllll\\ NOTICEAcapy of this dig,shall be furnished tothe erection contractor.The design of this inflvidral toss is Led mdesign criteria and regirre rents supplied by the Tttss Manudaaued ra relies uponthe aaarrya Brian MB1eak[y and 6rt0eteness ofthe infatuation sot forth by the Wldng Design a.A seal an this drawing inflates acceptance ofpofessimal engineering uapnsibility solely fa the tttss component design sham.Sm the inter Strut.Fng976051 pag<and the"(mprsbent Information&.General Notes"lag funaddtimal information.All cmnecta famed plates shall be mamby Simism Strong-Te Company,Inc in accordance with FSR2762 All oxnAector 2590 N.King High.Ft.Pierce FI 34951 plats are 20 gutge,unless the specified plate sin is followed by a"-18'which inflates an 18(pug plate,a"S#18',which indicates a high tensim 18 gwg plaza Southern Truss Companies,Inc. Truss: C1 SOUTHERN 2590 N.kings Highway Project Name: 8251 C TRUSS Fort Pierce,FI 34951 Date: 6/14/2016 827.40 AM omponent SolutionsTM COMPANIES Tniss (800)232-0509 (772)464-4160 (772)318-0016 Fax fie: 1 of Version:20165[Build 52 Span Pitch Qty OHL OHR CANTL CANTR PILES Spacing WGT/PLY 214-0 6/12 8 1-4-0 14-0 0-M 0-M I 24 in 91 lbs 24-M 14-0 54-0 54-0 54-0 54-0 14-0 54-0 10-8-0 16-M 21-" i 4x4- 3 12 12 6F— --16 tx41 1x4/ C? 4 en co m o I V 0 3x4- 3x4- 1 5 6 7 6 9 3x4- 5x7- I I 0-M 0-0-0 10-B-0 1043-0 10-6-0 214-0 Loading General CSI Summary Deflection U (loc) Allowed Load W) Bldgcode: FBC 2011V TC: Q68(2-3) Veit M. 0.39 in L/612 (FI) L/240 TCLL: 27 TPI 1-20W DC: Q71(6-1) Ven U. Q05 in L/999 (7-1) 1./360 7CDL: 10 Rep Mbrincretase: Yes V2b: 0.36(2-6) Hare TL- 0.05 in 5 6CLL: 0 D.O.L: 125% Creep Factor,Ka=1.5 BCDL: 10 _Plate Offsets(7ntXYAna (1:3-4.25.0) (2:043-M24.) (3:043-I5.11) (4,043-15.24.) (5:3-0,2-SQ) (6:043{10L) (7:040L1-120.) Reaction Summary _1T Type Brg Comm &g W(th Material Rqd Bug WLth Max React Max Gray Uplift M.Nlnd Uplift Max Uplift Max Haiz ) Pin(Nall) I sin Concrete Masonry 3.00 in 1,009lbs - 45411s 454lbs -115Ih 5 H Roll(Nall) 1 8 in Concrete Masonry 3.00 in 1,009 Bs - -454lb, 454ls 0lbs Material Summary Bracing Summary TC SP(AISC6-2013)62 N4 7C Bracing Sheathed or Padins at 3-114 Podia design by Others. BC SP(AISC6-fili)#L a4 except: BC Bracing Sheathed or Pulins at 7-K Pulin drip by Others. - ., 15-7 SP(AISC&2DI3)SS 14 %bar SP(AISC6-2Dli)OrVStu2A Loads Summary 1)phis toss has b=designed for the effects de to 10 ryfbottan chard live load plus dad loads. 2)This toss has Kett designed for the effects of wind loads in acan4nee with ASCE7-10 with the following user hfined input: 170 mph ultimate,Erpasue C,Fully Fnclm;4 GaHdFEp,Building Categary rl 9-LODI Owall blit Dins 99 ft x52 ft,h-15 ft,Not Fnd Zon,Tness,Neitherend web exnsidered DOL-1.33,CC Zone Width 5.2 ft. \`, 3)Nnimu oc n storage attic loading in aotdance with BBC Table I6W h.1 has been applied Member Forces Summary Table indcates:MembalD,ma CS4t,aaatdalforc,(maxean ..fa«irdisetente t amaxadal faee) \\`\ {�• BL(:����,/ Tc s-1 am 74lbs z-3 am -1.254lbs 5-9 a�z 1,6n1r� \\N�\Q�'Go l-z ass L67a lh 3-0 a67a Lz5416 s9 n3n 61hs 13C s6 Q591 1.4511bt (-WIts) 6-1 a7m 1.455lbs (-6Clb;) \/y, ' �,� `. �— NNs 2-6 0.357 -509 T. 3fi Q244 681 1hs (23l lh) 4-6 Q354 -505 the \ �4/ Notes: PE 76051 1)Whm this has has been chain for¢ality assuance inspection,the Plate Plat tmst Method perTPI 1-2WA32 sball be used Cq-1.17 v 2)Listed wind uplift reactions based on MW TS Only loading �_ a S ATE OF ii��• '�CORID.V' NA1- �\\\\ I NOTICE Acopy ofthis deign shall be banished to the erection contractor.The deign ofthis individual teas is based on deign criteria and regirmenn sgplied by the Teas Mentdactuer and relies upon the asuary Brian K Bleakly and rvrplamess ofthe infibin an set lath by the BudhSng Dmig er.A seal ur this drawing indicates acceptance olpofessional engineeringres{msibility solely fa the toss mrupmmt d sign sham.See the coact Su¢L FngK/6Q51 page and the'7mpntant Infatnstion&General Notes"Inge for adlitional information.All connector Ontes shall be nanuktued by Siropm Strong-Tic Catgany,Inc in accordance with ESR2762.All annrGar 25%N.Kings IBgh.Ft Piers FI 34951 plate are 20poge,unless the specified plate sire is followed by a"lr which indicates an 18puge plats or"S#Jr,which indicates a high tension 18 pug plate. Southern Truss Companies,Inc. Truss: C2G SOUTHERN 2590N.kings Highway ProjectName: 8251 Fort Pierce,F134951 Date: 6/14/2016 827:41 AM Comp6nent SolutionsTM 11RUs� Page: l oft i Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax C Version:2016.5[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 21-4-0 6/12 1 14-0 14-0 0-M 0-M 1 24 in 126lbs za-0-0 I 14-0 5-0-0 3-9-5 3-95 3-9-5 5-0-0 1�-0 5-04) &9-5 12-6-11 16�-0 21-0-0 I 4x6 HS 18 x - 5 4x6 HS 18\ 12 5 12 6F— �6 dT �v ry i 34/ 3x9\ Y 1 6 I 1 3 11 10 9 8 7 3x4- 3x4-45HS18- 1x41 3x4- CJS JS JS JS E40 JS JS CJS JS 0-0-0 0-0-0 5-0-0 3-9-5 3-9-5 3-15 1 5-0-0 i 12-111 16-0-0 21.4-0 I!oadmg General CSI Summary Deflection I✓ (10c) Allowed L®d (pst) Bldg Cod:: FBC 201111 TC: 074(34) Ven TL• 07 in L/643 (89) L/240 TOLL: 20 TPI 1.200/ BC: O50(&10) Vat U- 0.14 in L/999 1.1360 TCDL: 10 Rep Mbr lnasase: No %b: LL53(47) HmeTL• 012in 6 BOLL: 0 DAL: 125% Creep Factor;Ka=1.5 BCDL: 10 Plate OBsets(3nt:X,Y,Ang):, (1:4-I2' 1-11,13.) (2043$26) (3:1-12,3$O) (4:OA,340) (5:043E,M) (6:4-12,1-11,13.) (7:3$3-$0) (&,KA 0) � (9'0424\Q) (10:1-IZ34t0) (11.3-83$0) RI ction Summary dT Type Brg Canbo Beg Wdh Material Rod Bug Wdth Max React Max Gray Uplift M.Wnd Uplift Max Uplift Max Haiz 11 Pin(MI) 1 gin Canade Masonry 3.00 in ZO50lhs -1,010Its -1,010Ih 4411s 6 HRcll(MU) I gin Cmaae Masonry 3.ODin 2.0601bs - -1,010lbs -1,010 its 0lbs Material Summary Bracing Summary TC1 SP(ALSC&2013)SS 2x4 TC Bracing Sheathed aPudins at 2-64 Patin deig by Others. BCI SP(AISC6-IDI3)SS Z A BC Bracing Sheathed a Pulins at 2104 Pudin design by Others. Whs• SP(ALSC6-2013)#.uStdW Loads Summary 1)This tees has been daigred fa fie e&ds de to 10 psf bottan chord live load dues dad loads. 2)This toss has been designed for the effects of wind Imds in awn=with ASCE/-10 with the fdlaving user defined inpx: 17D mdn ultirmte,EVx=C,Fully Enclaett GablrJHip Building Categxy 0(I-1.00),Overall Bldg Dias 99 It x52fl,h-15$Not End Tone Toss,Neither end web considered DOL-133,CC Zone Width 5.21 \e\ 111II�'/ 3)Ivlinimn u slam attic loading in eccmian= h with IBC Table IVA has been applied ` I�iad Case 14:Std Life Load Pn.ber lads �Q �� ,-�CENS�-.Ge� Memler I.pmtim Direction Lend Tnb Wdh lap Chd 50-0 Dave 451ts ` y �, RpChd 5-1 Dvvn 7iBe PE 76051 Tcp Chd 54I2 Dam 801hs 24 in � � s Bit Chd 7412 Down G Ihs 24 in "OF— .'. — TapChd 71F12 IOoun BOIIs 24 in �Bat Chd 74}l2 Davn 1311s 24 inTcpcbd 9412 Dawn ailb. 24in WChd •9412 Darn g31bs 24 in S AT Chd 10-8-0 Dam >m lh 24 inyr • v \ Chd 12-34 Dorn 13 80lbs 24 in O�,,FL O o 1D,�J 7bpChd 12-3d Dorvn 8(I Ih 24 in I' 1^ Bit Chd 12-3-4 Dam 131bs 24 in TcpChd 143d Dave 801bs 24 in -- >�end la 3d Dnvn a Ih zit in ////�SS'�QNA�— lip Chd 16-3-4 Darn SOIh; 24 in Bor Chd 16-3-4 Dam 1316s 24 in Tap Chd 16" Dam 451bs \ Bor Chd 164-0 Dave 7311s NOTICE Acopy ofthis design shall be funished to the erection conactor.The deign dthis individiel toss is;sscd or design cftecia and rectitements stFoidbythe Teas WnWhauer and Mi.rpm the—acy Brian M.Bleakly and emnplamess ofthe infamaion set forth by the Bildinglksignm A seat on this dawing indicates acceptan=ofpmfesianal engineaingresponsibility solely for the toss contpmml design sham.See th'7 Sttnd.EngtlMl ,and.e'7mportant Infmrotim&General Noes"Rag for ad6timal infmmtim.All cmnecta plate shall be tpanufactued by Sinspsm StrmgTe Cmqeny,Inc in aaxx&n=with FSR-2�.AR omoraor 2590 N.King Hide.Ft Pies FI 34951 dates are20gn unless the specified Owe siw is IbIlmed bya"lr which indicates an Iggange plate,or as#Ilr,which indicates a high tension lglpugp plait, • Southern Truss Companies,Inc. Truss: C2G 2590 N.kings Highway Project Name: 8251 SOUTHERN Date: 6/14/2016 827.41 AM CI mponentSolutionsTM TRUSS Fort Pierce,FI34951 Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 oft Vetsion:20165 uHd 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 21-4-0 6/12 1 14-0 1-4-0 0-M 0-M 1 24 in 1261hs a Load Case DI:Std Dead Load Point Loads Member lecatiat Direction Load TdbWkh Tap Chd soo Dam 25 Ibs Bo(Chd 5-00 Down 111 lhs Tap Chd 50-12 Down 4711s 24 in Bat Chd 50.12 Down 4911s 24 in Top Chd 7.0.12 Down 471b. 24 in Bat Chd 74F12 Down 49lba 24 in Top Chd 90-12 Down 4711s 24 in Bat Chd 90-12 Down 49 Bs 24 in Tap Chd 1o" Down 4711s 24 in Bat Chd 108a Down 4911s 24 in Tap Chd " 12-3-4 Dam 47I1s Min Bct Chd 12-3d Dom 49 Bs 24 in Top Chd 14.3-4 Doxn 47Its 24 in Bat Chd 14-3d Down 49lbs 24 in Top Chd 163d Dam 4711s 24 in Bor Chd 1634 Dam 4911s 24 in Top Chd 16-0-0 Down 25I1s Bot Chd 1640 Dawn III Its Member Forces Summary Table indicates:Member ID,n mt CSL max aAal face,(n—carp.face if dilfa t Son out Wall fare) TC 12-1 0.700 36 Bs 3.4 0.739 5,03911s (A7M Its) 6.13 0.20D 36 Its 1-2 0.619 4,18211s (A(0911s) 4-5 Q6A 31136ls (.3,64411s) 2-3 0.609 IONlls 0.644 bs 5d 0,587 4.1571bs (A(sq is BC 6.7 Q378 3,55311s (-3,4841bs) 8-10 ON A75211s 11-1 0.378 3,5 Ih; (-3,5261h;) 7-9 Q476 4752lb. 10-I1 0.475 7v lb: V-Lb's 2-11 Q427 1,192lbs (-1,0.i81b.) 4-10 0.065 164lbs (462lb,) 5-7 0.427 1,191 it. (4,06011s) ill Q508 1,418Bs (1,295Ibs) 48 Q128 33711s (46Ibs) i10 0.129 338 Bs (49 Bs)4-7 Q535 1,494 ns (-I,294 Rs) Tk]uss-to-truss Connections Summary m CaniedTnss tarrying Tnas CanyingORsn Angle Ti25 cis C2G 504 45 deg 7T26 J5 C2G 54-12 90 deg TT26 1 5 C20 7312 90 deg 7T26 is C20 44)-12 90 deg TT26 is C2G 1080 90 deg T126 JS C20 12-3-4 90 deg TT25 JS C20 14-3-4 go deg ',TI26 15 C2G 16-3-4 90 deg TI25 05 C2G 16-" 135 deg Notes: 1)Unlabeled Plata are Ix3 20l;�L - 2)%cn this tnas has bmt chosen for gcalityassr cc inspection,the Plate Placer nt Method puTPI 1-20D'JA3.2 shall be teed Cq-1.17. 3)Provide adspetc dainage to pecan pmdng 4)Listed wind tglift reactions based on MWFRS Only loading 13 ILL \e\�N.• ENSF-./r�� PE 76051 t 7 S ATE OF ; 1fil 111111111�� r 1,107I7CE AccWofthis design shall be fanishedto the erection contractor.The design ofthis individual nws is tusedon dsigi criteria and regidmrrnts scgpliedby the Tess ManuSctuer and relies apm the eactrary, Brian M gleak��r. and oontpietrnas d'theinfanation set forth bythe BuldngnesipaA seal on this dawingindcates acceptance ofpotasionel eaglneming responsibility solely forthe mu mnponent desipu sham.gee the co— Snum En&976051 pug andthe"Mponant Infammiar&General No."Page for additional infatuation.Al caaectm plates shall be nonndauuedby Simpson StrongTe Coolmy,Inc in aaon4nce with ESR2762.All=hedcr 2590 N.Kings 16glr.Ft Pines FI 34951 plates are 20 pcgr,unless the specified plate size is followed by a`-18'which indicates an 18 ptW plate,or"SO IS",which indicates a high tension 18 pcg plate. i > Southern Truss Companies,Inc. Truss: C3 � 2590 N.kings Highway ProjectName: 8251 SOUTHERN I Fort Pierce,F1349.51 Daze: 6/14/2016 827:41 AM Component SolutionsT Truss ht COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 ofl V&sion:20165 wild 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 21-4-0 6/12 3 0-M 14-0 0-0-0 0-0-0 1 24in 89lbs 2243-0 5-4-0 54-0 5-0-0 5-0-0 5-4-0 10-M 16-0-0 214-0 4x4- 3 12 12 6F ---16 1x4\ 1x4/ MI 4 eo Y 3x4- 3x4- 1 5 7 6 8 3x4- 5x7- 0-0-0 0-0-0 I 10.8-0 10-M - - 1050 21.4-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (1-0 Bldg Cod:: FBC 2014/ 1C: 0.67(34) Wt TL• Q42 in L/S/6 (7-1) L/240 7CLL: 20 TPI 1-2007 DC: QT(6-1) VHt LL: Q05 in L/999 (7-1) L/360 7cm: 10 Rep Mhrnaasc: Yes %b: 0.36(2-6) H—Ti- Q05 in 5 BCLL: 0 D.O.L.: 125% Creep Factor,Ka=1.5 BCDL: 10 Plate Ofsets OntXY,AnO (1:34,2-5A) (2:04.3-M24.) (10AMSQ) (4:(14315.24.) (5:3424a) (6:041341A.) (7:04CLI-1?Q) Reaction Summary 1T Type Brg Combo Bt>;Vddh Material Rold BuR Wduh Max React Max Gray Uplift. Max Wlnd Uplift Max Uplift Matt Hcriz 1 Pin(MMI) 1 8in Cahaete Masonry 3.00in 9691Is - -397lbs -397Its -I39Ih 5 H poll(V Wl) 1 gin Concrete Masonry 100 in 1,010lbs - -4571hc 457 He 0 Me Material Summary Bracing Summary 316 SP(ALSC6.2013)922x4 TC Bracing Sheathed or Pulins at 3-IK Pulin dssigt by Cthets. BG SP(AISC&2013)f224 except: BC Bracing Sheathed aAdins at 6-744 Pulin haigh by Others. 1 5-7 SP(ALSC6-2013)SS 2x4 Vt�I,s SP(ALSC6.2013)#YSttd2x4 Loads Summary 1),This truss has been deigned fir the effects don to 10 psf boon chord list load plus dad load;. 2)This truss has teen daipucd for the cfects of wind I®ds in auvulance withASCE7-10 with the(Blowing use clefined input:170rt¢hultimate,F-,Toaoe C,Frilly Fncloaed, GabldHip Budtding CateM DO-1.001 Overall Bids Dims 99 fix 52$It-15 R,Not Fred Zone Truss,Neither end web considered DOL=1.33,CC Zone Vlhdh 5.2 R a)iMinimun stodge attic loading in acconlaace with IBC Table I607.1 has been applied Member Forces Summary Table inflates:Member ID,max CSI,max axial farce,(max com ir.force if dfeant from max axial face) \\ a NI. B� TC 1-2 Q614 -1,68Dlbs 3d 0.674 -1,2%lbs 58 Q3/1 36 Rs �\`P\_ �� 2-3 Qf68 -1,2571bs 4-5 Q600 -1.6r lhs �`/L`- -�\GENS�:-���/ BC - Q593 I.4S Its (-71911s Gl Q7� 1,462Ih; -7I81h;) \�sC•i Vl9s 2-6 0361 -514lbs 13.6 Q245 6841hs (-274lbs) 4-6 0391 -5051bs \ Notes: PE 76051 ; I)When this tress has been chosen for quality assuance inspection,the Plate Placement Method per IN 1-2007/A32 shall be nosed Cq=1.I7. 2)li WF Listed wind uplift reactions based on MRS Only loag dn , S ATE OF ' zz ORI //// SS��NA1- \�N ��1111111�1\\ � GG NOTICE A of this design shall hfimished to the erection uxnhacta.'Ihe ul3ipt oCthis individual tnas is based an design aileria and requirements supplied bathe Tnas Mannrfaztua and relies upon theamrary Brian Bleakly andowmpie—s of the inf6anation set forth by the Building Desiprec A seal m this drawing indicates acceptance ofptdessional engineering mspmsibiliry solely for the tress component design shown.See the c— SmG.Fng976051 page andthe^hnpotant Inf matiat&General Notes'pair fa additional infamation.All connector plates shall be nmudacnaed b/Simisut Smx grc Company,Inc in arcadance with FSR-27St.AR orineCa 2550N.King K911.FL Pierce F134951 plates an,2D Keuge,unless the specified plate sire is followed by a"Ilr which inflates an 19 S ug plate,or"S#IS",which inflates a high tension 18 Qrng plate. f I' Southern Truss Companies,Inc. Truss: C4G 4 SOUTHERN 2590 N.kings Highway PmjectNarne: 8251 ' Fort Pierce,F134951 Date: 6/14l2016 827:42 AM Component SolutionsTat TRUSSCOMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: l 0£2 Version: Truss 20165 fBufld 52 Span Pitch Qty OHL OHR CANT L CANT R PUES Spacing WGT/PLY 21-4-0 6/12 1 1-4-0 0-M 0-M 0-M 2 12 in 199lbs 22-6-0 1.4-0 3-6-12 3-0-12 3-6-3 3-0J 38.3 3-B-0 3-6-12 7-1.8 10.7-11 14-1-13 17-6-0 21-0-0 4A- 12 7 -�6 12 6x7 6F— 6 8 5x7! 5 5x7! 4 n N 47/ m Co 3 t7 a ' 1x4 a7 4x12/ 1Li Li III LiY 1 14 13 12 11 10 9 6x8 I 5x8 i- 7x10- 6x8 i 7x9 I 4x12 B5G 1 ® ® F1321 FBI 1 FA-1-1 1 EAU 0-0-0 0-M 7-1-8 3b-3 3-6-3 3-0-3 7-1-8 10.7-11 14-1-13 17-8-0 21-4-0 Loading General CSI Summary Deflection L/ (10c) Allowed Load (psQ Bldg Code: FBC 211N TC: Q87(35) Vat TL a46 in L/521 (1314) L/240 TCIl: 20 TPI I-7007 BC: Q63(I3-14) Vert I.L. 13.I8in L/999 (13-14) L/360 TCDL: 10 Rep Mtrinaease: No Wes: Q96(9-9) Hom TL• 0.09 in 9 BOLL: 0 D.O.L: 125% Crap Factor,Ka=1.5 BCDL: 10 Plate Offsets(JntYYAng): (1:6-5,044,13.) (200,315,21.) (3:I-12,31,X) (4:1-2,2�,2G) (5:1-I2,3-1,26.) 12,3I,26) (7:OQ315,0.) (82$3-q9Q) (92-0,6419Q) (1Q045491L) (ll:1-124$90.) (12043-R.Q) (1i:1-124$9D.) (14:1-124E90.) RI ction Summary JT Type Btg Combo Brg Wdh Material Rgd Bon.Wdh Max Read Max Gt Uplift Max Mind Uplift Max Uplift Max Hai. 1 Pin(Wdl) 1 8in Concrete Masonry 3.65 in 41971ts - -7,004Ihs -3,004 this 26811s H Rat(MI) I Bin Concrete Masonry 4.76 in 8,0711h - -3,7661bs -3,766Ibs 0lbs Material Summary Bracing Summary Te SP(AISC6.2013)72 M except: TC Bracing Sheathedw Pulins at 2-3-Q Patin hsigt b70thm. 15-4 SP.(ALSC62013)SS 2t4 DC SP(AISC&M 3)SS 2x6 BC Bracing Sheathed or Puffins at 5.14 Pulin dmigr by,Others. - MR. SP (ALSC6.2013)Olind 2:4 enxg 1 513 SP(AISC6.2DI3)12 N4 6-11 SP(AISC&21D13)Id Dt4 9.10 SP(AISC6-Ml3)02 1c4 Loads Summary 1)ibis toss has bon dnigud fir the effects de to 10 psfboam clad five Iced Plus dad load;. \`\,,'III /�// 2)This toss has bxn,d-signrd for the effects ofwind loads in accordance with ASCE7-10 with the following mer fined inpt: IMmdrtdtimte,Expm=C,Fidly Fnclose(, Gapc/Hg Buildng Caegay110-1.lb),Overall Bldg Dims 99 It x52 ft.h=15 f1,Not Fnd ToreTms,Neither and wcbconsid-ud DOL-1.333,CC Tone Width 5.2R e p / 3)Mmitnu t staa�attic loafing in aaardance with IBC Table MUM has been appiied. 0\\\ �M• pC� ��� Lnad Case Lrl:Std live Load O�0 NP��•GENs•;9Point Loads i�`///j Mends Location Didion load Trib\%I h \ `V• , +� B Ba Chd 7-1-8 Dawn 1,6W Its : PE 76051 ; a Chd 9412 Dom 7881 h 24 in Bat Chd 11412 Doan 788 lbs 24 in Bat Chd 134 2 Down 7881h 24 in t Ba Chd ISO.12 Down 7881is 24 in Ba Chd 1740-12 Down 7461bs 24 in SATE OF ` Bot Chd 190.12 Down 7441bs 24 in Lead Case DI:Sid Dead Lead F 14. PtiultLoadS 0 . ,�0_R�p ,•�N� Member Location Direction Load Trib Wdh // Q ` N Bat Chd 7-1-8 Down 1,724 ft /�xSS/ONAL�G\� Bffi Chd 9412 Down 78816s 24 in Ba Chd 1141 Down 2 78811s 24 in Ba Chd 134Y12 Down 788lbs 24 in Bti Chd 15�12 Down 7891bs 24 in ffi Chd 17412 Dorn 74311s 24 in Bat Chd 19042 Dawn 740Its 24 in I �U NOTICE Acapy ofihis dsi®r shall be Punished to the erection cmtador.The design dthis indvidal toss islasedm desipt criteria and rurmerrenLs supplied by she Tnss Manrfhctuer and relies tpm the a¢vary Brim jyf.Bleaklyand Lonoeteness oftbe information set firth by the Wldng Desigtor.A seal on this drawing ind®ta acceptance ofpofessionaten®needngrespmsibility solely fa toss the cmgment dripam.sh Son the corer Souct.Fng#wl ptge,and the"Important infantation&General Notes"Pape fa aditional inftntation.All connector puts shall be tranabaLrod by Sinpon SonntTia Congany,Inc in acconlance with ESR2762.All con ww 2590N.King,High.FL Pierce Fl 34951 plaim ate 20 p oe,unless the specified Plate sine is fdlmtd bya`-18'which indtalm an 18 ptg plate,or'S4 IS',which indcatm a high tension 18 gong plate. I Southern Truss Companies,Inc. Truss: C4G 2590 N.kings Higbway ProjectNatne: 8251 SOUTHERN Fort Pierce,F134951 Date: 6/14/2016 827.42AM Component SolutionsTMd TRUSSTruss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 of2 Version:2016.5[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 214-0 6/12 1 14-0 0-M 0-M 0-M 2 12 in 199 lbs User-defined Load Case LI:TTC Load Case Point Loads MembQ Location Diwion Ind TdbWkh Bd Chd IIb12 Dam 226Ibs 24 in Bat Chd =2 Dam 30711s 24 in Bd Chd I50-12 Down 36611s 24 in mChd 17412 Dam 397lbs 24 in Bot Chd 190.12 Dam 2S Its 24 in Load Combinations q Load Cad. Factor Iliad Donnion Factor I DI 1.000 0.900 2 DI+LI 1.000 1.250 3 DI+Ill 1.000 1.250 4 DI+0.75 LI+0.75 Lrl 1.000 1.250 5 DI+0.6 W3 1.000 1.3w� 6 DI+0.45 W3+R75 LI+Q751s1 1.00D 1330 7 D1+Q45 W3+0.75 L1 LOW 1� 8 0.6DI+0.6 WI 1.000 1.330 9 0,6DI+Q6 W2 1.000 1.330 10 0.6DI+Q6 W4 LODO 1.330 11 0.6 DI+Q6 W8 1.000 1.330 12 0.6DI+Q6 MI.000 ].330 13 DI+L10' 1.000 1.250 14 DI+URI LOW 1250 15 DI+Ulu 1.000 1.250 Member Forces Summary Table indicates:Melba ID,max CSI,max a dal face,(mac artgr.fatty if diff-t fun thew-rill fans) TC 15.1 Q0.SD 9lbs 3.5 0.80 -5,05916s 7-8 0.3M -1.715Its 1-2 0.YA -48L+Its 56 0.562 -13771Is 2-3 0.578 -67/111s 6-7 Q381 -1,71611s BC I 9-10 0.2% o lbs 1-13 0.491 4,5330 Ibs (-3,405 Rs) I4-1 0.546 6,125Its (A975 Rs) 10-11 Q436 3.0171ts (-2.155 lb; 13-14 OLW 40751ts (4.937lbs) Nbts 214 .0.019 -54lbs 5-11 0.807 -Z730lb; &10 QT,4 3,4051bs (-Z3593Its) 3-14 11803 Z2421hs (-2,Ti511s) &11 0.799 3,672It. (-Z,67211s) gA 0.957 -3,931 lls 3-13 11,776 -2,186l s 6-10 0.909 -1338l s 5-13 0.651 Z963 Its (-7,442 IIs) 7-10 Q669 1,444lbs (-M lbs) Tiruss-to-truss Connecfions Summary m Carried Ttsss Carving Teas Canyingoffset Angie M B50 C4G 7-1-8 90 deg T19 B4 C4G 94-12 90deg TTIO W C4G llhl2 90 deg T171 B2 C4G =.2 90 deg T112 BI - C4C 150-I2 90 deg TIli All C4G 17)-12 90 deg T174 A4 C4G 190.12 90deg Notes: 1)Unlabeled plates are Ixi 701p. 2)When this tnss has been chosen fa adity assa nha ancs inspection,the Plate Placen Method per TPl 1-20021A3.2 sball be meal Cq-1.17. 3)I ®Indicates contintas lateal restraint(CLR)tegmcdd the Imation(s)sham.Paws ofCLRrmat beahgntdyo5agmallytraceQ son D-WEBURBRACE Faaltanatisa In CLRs and diagnal tracing see D-WEBREINFGRCE 4)7he faces sham for this ttxdti-ply toss are per ply and the reactions ate for all plies.Two Identical tosses shall be halt and attached as fellows:TC-I raw'of IOdNails orGm Nails [min Q17Dr dia.x 27/8'Iong)Q lr o.c,BC-2 staggered rows of 101Nails a Gm Nails Wn Q 170"dia.x 27/9'Imp]Qa 3S oe.,Webs-I row Iry Nails a Gm Nails[min Q120'da. x2 7/8'Impl @Sr ac. Tn .m to the fasteningatlined afire,provide the WI-ingsnpplemental fasteners within 24'ofthe location(s)listed below in lieu of Laing hanger cortnectns that ere capable of fransfening the entire lcad between the plies: BC:7-141,(11)101 Nails a Gar Nails[min 0.120"dia.x27Ar Imgi 5)Where teamed,sufficient hangrs shall be Provided ftothce)to resist maims shown. 6)install the screws/nails on me side;do net flip tms.Saews/nails shall be installed in the same,toss ply that the hangs are attached to. 7)lateral bracing shall be attached to each ply. 8)All fasteners tinimorn 2-V2"long onless otherwise noted 9)Nails in Ist and hid ply shall be staggered fiat aox siwe plies 1y 12 the nail spacing 161listed wind tplift rmctims lased on MWFRS Only Icadng \GENSF PE 76051 r S ATE OF ' S/ONAI-` /111111/ NOTICEAwpy d'this dsigt shell be funishedtothe aeaim cahtrada.The drsiQt of this indvidal toss is lased on dcsigh aiteda andtapirenrnts supplied bathe Tnss Manndactari and relies u{m iheawrary $piapp 1v1,Bkalh, and mrWteteness ofthe infmnattar se,forth bythe B0dldingDesipa.A seal on this drawing indicates acceptance ofp efessimal engineering responsibility sulcy fir the nos carpment rtsigh shown.See the core SmeL Esggwl ag p and the"Important Infatmim&Gmeral Ndes"pag fmaddlimal infam, im.All rannadaplates shall be mada tchredb7 Simpson Strong-Ticpatty,e Cm Inc in arm&nce with FSR7762.All cmtiaW 259DN.King;FBgh.FL Piave F134951 plies are 7D p,W..onless the specified pate she is followed by a"-Ilr which indicates an 18 gang plate,a•Se,IS",which indicates a high tension 18 ertg plate. I , Southern Truss Companies,Inc. Truss: C5G SOUTHERN 2590 N.kings Highway Project Name: 8251 TRUSS Fort Pierce,F134951 Date: 6/14/2016 8:27.43 AM Component SolutionsTM Truss COMPANIES (800)232-0509-(772)464-4160 (772)318-0016 Fax Page: 1 oft Version:20165[Build 52 Span Pkdl Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 14-M 6/12 1 0-" 0-M 0-M 0-M 1 12 in 92 lbs 14-0-0 I � 5-0-0 4-0-0 __ 4-6-0 5-" 9-0-0 14-0-0 I i r f 4x5-12 5 3 61 o r w 3x4- 1 1 8 7 6 5 3x4- 2x6 l 2x6- CJSJS P51 MJ JS JS 0-0-0 0-0-0 i 5-0-0 11 3:2-0 � 4-M 9S0 �4-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Land (pat) Bldg Cod:: FBC 201N TC: 468(1-2) Wt 71-• 0.04 in L 1999 (56) L/240 TCLL: 21 7PI 1.20W BC: t129(8-1) MW U- 0.02 in L/999 (8.1) L/360 7CDL: 10 Rep Mlrina c: No tlbb: 449(36) 14—T- 401 in 7 BCLL: 0 D.O.L: 125% Ctcp Facto,Ka-1.5 BCDL: 10 Plate Offsets(1nt:)LY-Angle (1:4.2-5.(1) (20413-8.0 (304340.) (4:1-12.3-&90.) (5.83$(l) (6:043490.) (83-8.3$0.) Reaction Summary A Type Brp Canbo ftWkh Material Rqd Brg Wdan Max React MUG—Uplift MaxAUnd Udift Max Udift Max Hai. ll Pin(V611) I gin Cmaete Masonry 3.00 in 446Ib, - -23Ih -2M IN I181N 7 HFdl(N611) 1 8in Concrae Masonry 3.00in ]761h - -091h -0911s Olhs 6 H Rd1(V811) 1 8 in Comae Masonry 3.OD in 1,16811s - -58611s -586lbs 0ls 51 H Roll(\%Wl) I gin Concrde Masonry 3.00 in 277lba - -152ls .152IN 0lls I Material Summary Bracing Summary 7C SP(AISC6-2013)922e4 oupt: TC Bracing Sheathed a Pulins at 6-3mA Min design by Others. 124 SP(AISC6.2013)SS a4 BC SP(AISC&2013)Q 2t4 BC Baring Sheathed or Putins at 6.1-4 Min desiW by0thers. Wls SP(AISM013)#YStui 2t4 Loads Summary I)This mas has been designed for the effects de to 10 psf bovi=ebe d fire load Om dead load;. 1 2)This teas has been cisigned fa the effects ofwind loads in accarJance with ASCE7-10 with the fdlowingwer&Sned inptt•170n(h tdtinatS E-Fesue C,Fdly F rims d, Crelrell-fig Bwlding Categry 11(1-1.M Otcall Bldg Dins 99 fi x52 ft,h-15 ff,Na End 2me Teas,Neither end web msidaed DOL-1.33,CC 7me Width 5.2 ft. ` �����// 3)Mininaan staag:anic loading in arcadance with IBC Table 1607.1 has been applied A �/ IDHd Case LA:Std live Load ��/Q�\��•"'GEN$•'7� //�� PomtLoads �_,' �,` `,•�� s Member location Direction Load Tdb W hh 7TCnd 545-" Down 4s lb; � . PE 76051 Bat Chd Sap" Dam T lbs "OF_ ,'. 131Chd 5b12 Down 8011s '24inffi.Chd 54]-12 Dow 131h 24 inTipChd 7412 Dan 80Rs 24 inBdCna 7alz Dow 1316s lain $ ATapChd 9412 Dawn 8016s 24 in , 1qV .Chd 94YI2 Down 1311s 24 in 0 Tap Chd ll4 2 Dave 8011s 24 in //�O •F/ O o,t�P i\�v\� Ed Chd 11h12 Dow 1311s 24 in �` f1 V Tip Chd 134Y12 Dow 8011s 24 in ---- `Bd,Cnd 13 am 412 D 13Ihs 24 in /// &/pNA� \\\` . //�11111111\\ i I � 1 NOTICE Acopy ofthis deign shall be funisbed to the erection conbacton The dsign ofthis indivcdel ties is lased-design criteria andreepinenena wpoied by the Teas Manufactucr and relies upon the accaary Brian M Bleakly and;npktmessofthe infarnation set forth by the Bcilding Designer.A seal m this Jawing indicates acceptance orjmfessional engineering responsibility solely fa the teas carp ent�igt sham,See the corer St t.Engwwl pag:mdthe"Important Infmoation&Geneal Notes"pag:fa addinanal infamatim.All eonnecta plate shall be rmntdaciued by Simpsar Stmng7-e Canpany,Inc in accordance with FSR-M.All cmheGa 2g1DN.King Hilt.Ft Pierce FI 34951 plates are 20 gnge,-less the specilici plate sim is followed by a"Ilr which indicates an 18 pg plate,or"S#IB',which indicates a hiE h tension 18 ptpp plate. Southern Truss Companies,Inc. Truss: C5G 2590 N.kings Highway Project Name: 8251 THUM SOUTHERN Fort Pierce,F134951 Date: 6/14/2016 827:43 AM Component SotutionsTM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 of2 Truss Veision:20165 ulld 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 14-0-0 6/12 1 0-0-0 0-M 0-0-0 0-0-0 1 12 in 921bs i Loaid Case D 1:Std Dead Load Point Loads Mcnhhr latation Direction toed Trib Wdh TP Chd S" Down 25 lbs Bot Chd 540 Down Ill lbs lap Chd 5412 Down 47lbs 24 in Bat Chd 5412 Dam 491h; 24 in Ttp Chd 74112 Down 47Its 24 in But Chd 7412 Dawn 491ts 24 in T,p Chd 9412 Down 4711s 24 in Bat Chd 9412 Down 491In 24 in Top Chd 11412 Down 47lbs 24 in But Chd 11412 Down 49 its 24 in Tap Chd ^ 13412 Dam 471ts 24 in Bat IIChd 13412 Dam 491bs 24 in Member Forces Summary Table indicates:Membc ID,tax CSI,naxaxial force,(oaxcoo;r.force Wdifferent fian nor.A.1 face) 7C 1-2 0.6V 861 Its (-Mlbs) 2-3 0.548 813 lbs (6MIts) 3-4 0.4110 0lls BC 56 ON -331b: 7-8 0.19 -33 I1s 6-7 0.248 X;Ibs 8-1 am -8291bs %V:s 2-8 0.127 35411s (-151 Ils) 36 . U494 1,3811bs (JAI lbs) 4-5 0.Im 3361ts (-20D lbs) 3-8 0.455 -%11bs 3-5 0.015 38 It. Truss-to-truss Connections Summary ID Canied Tress CanyingTiss CanyagOlfiet Angle TT27 05 C5G 540 45 deg 777E 15 C50 5412 90 deg TM 15 C5G 7412 90 deg 7T28 15 C50 9412 90 deg TI M 15 C50 11412 90 deg 15 C5G 13412 90deg Notes: 1)Unlabeled Dales are Ix3 2)gL 2)Whm this tress has been chosen for quality wsturance inspection,the Plate Plactmorht Method perTPI 1-2002JA3.2 shall be used Cq—1.17. 3)Provide adequate dainag to pe:cnt pmding 4)fisted wind uplift reactions lased at MWFR4 Only lotting. i I i i W, BLFq ��i NP.•��CEN3F•.�e�i� PE 76051 e S ATE OF � '•.,,F .IRS ;�,�'� �i�,c�.. C OR1 •G����� tll NOTICEAwp7 ofthis design shall be funished[o the ereaim emtuactm The sign of this individal toss is�sedm dsi@h criteria andtcqtimrenLs sh4plied by the Tnas Manhhficth,c end relies rpm the eauary Bpi�NL Bleakly end dscgietmess ofthe infmtatim sct forth by the Building Desigicr A sea]un this dawingindicatcs acceptance of pofasimal engineering responsibility solely fv the toss wnpmmt dsign shown.S.the mhc Street Fng,#W1 page andthe"Bmpottant Infomruim&Cmheral Notes"pW f r aditimal inlbo atim.All carneotQ m plates shall he anufactured by Sim son SbmkTe Cargeny,Inc in aavdanm with PSIF2762.All cahbectur 2590 N.Kings Ifigh.Ft.Pierce FI 34951 plates roe 2D Bngc,unless the specified plate size is follaved b/a`lr which indicates an 18 gaug plate,m"S#IS',which indicates a high tensim 18 sow plate. 1' Southern Truss Companies,Inc. Truss: 03 SOUTHERN 2590 N.kings Highway Project Name: 8251 TRUSS Fort Pierce,Fl 34951 Date: 6/14/2016 827:43 AM Component SolutionSTIA COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: I oft Truss Version:20165[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 4-1.6 4243/12 1 1-10-10 0-M 0-M 0-0-0 1 24 in 15 lbs i s-o-0 1-10.10 4-1.6 4-1-6 2 Z 12' 4.24 F- 0 an sn tv IiL 1 I 4 3 J1 E10G J1 0-M 0-0-0 4-1-6 4-1-0 Loading General CSI Summary Deflection U (loc) Allowed LW (pat) Bldg Cade: FBC 2014/ TC: 476(4-1) Wcn TU.• 0.04 in L/950 (3.1) L/240 TOIL: 20 TPI 1-2097 13C: 0.33(3-1) Wt I.L. Din L/999 (3-I) L/360 TCDL: 10 Rcp Mbrinarase: No lkb: 0.0D(1) Haz7L: Din 2 BOIL: 0 D.O.L: 125% Creep Factor,Ka 1.5 BCDL: 10 Plate Onsets OntX,Y.AnO (1:4-0.2-3.0.) Rleaction Summary JT Type Bat Cmabo Beg Wdth Material Wag" Maxltmct Max Gmv Udift Max Wnd Udift Max Udift Max Haiz I Pin(11h11) 1 11.313 in Catacte Masonry 3.00 in 297Its - -137lbs -137ls 2Sr lls 3 H Roll(Inns) I 1.5 in - 3.00 in 77lbs - - - 0Its 2 H Roll(fuss) 1 1.5 in - 3.00 in 129lbs - -71 Ihs -71 Ibs 0lls I Material Summary Bracing Summary 71, SP(ALSC&2DI3)921A TC Bating Sheathed or Pulins at 6-34t Pulin design by Others. BC SP(ALSC62013)12 2x4 BC Bracing Sheathed or Perlin at 6-lq Arlin design by Others. Wds I Loads Summary 1)This Ines has been designed for the effects de to ID psf bottom orad live load dun dad loads, 2)Tbis teas has bats dzigncd fa the effects ofwind loads in accordance with ASCE7-10 with the following mer defined inpa: IA rryh adtinateExp, aae C,Fdly Fnclo;ed, p Bui C-001 1(ing0ategryRa-1.001 Oman Bldg Discs 99 R x5211,h=15ft,Not Fnd7meTrss,Neithamdwehcrosidmd.DOL-IM,CC Zone Width 5.211. 3)i finimm sto atce aide loading in accordance with IBC Table 1607.1 has been applied Load Case LZI:Std Live Load PtiintLcads >��Q .-=---.F41/r /ice Member Iaatim Direction Load rrib Wddn Q.. -' ENS eotChd i�i UP ulI I Top Chd 1-.1 Up 31Is : PE 76051 ; But.Chd Idl Up li Ibs r Load Case DI:Std Dead Load e r P°a1tLoads SATE OF Member Location Direct'= Load Trib Wdth Tep Chd 1d1 Dawn I1bs .�q•��-,: . Bat Chd I.61 Dawn I Iba 7tpChd 141 Dawn Ilba ��0 OR1 Batchd r-&I Down IH. --� Member Forces Summary Table Indicates:Monba ID,part CS],max a dal fats,(rnax sxrnpc face if different from n—a.,al face) 7C 41 47Q Its 1-2 0.719 -3981hs BC ,1 4326 3601hs -91 is Wbs I Truss-to-truss Connections Summary ID CarriedTnss CanyingTrss CanyingOBsct An¢)e 71740 31 03 1-&1 315 deg TT40 ]I Idl 45 deg T7-.b 03 EIOID G 30-0 45 deg NOTICEAmp/afthis designshall 6efunishedto the erection contractor.The desip,aafthis individual truss islasedm design criteria and tcgtents supplied by the 7tras Mantdaaata and relies spat theaceaery B�1v1-B1�jy and canplamess ofthe infanation set forth lrythe WIding Designer.A seal on this lowing indicates acceptance dpofessimal engineeringsespmsibiliry solely for the toss a rnponent desiga sham.See the coe Strut af;Kml Rag:and the"hnpumnt Information&Gencal Noes"page fm ad6timal infomatim.All connector plates shall be—fictued by Simpson ShongTe Csngany,Inc in amordnace with FSRZM.All eorinactor 2590 N.King IBgh.Ft.Piece FI 34951 plates are 20lair,unless the specified date sim is followed b7 a"-18'which indicates an 18Ipuge plate,a"S918',which indicates a high tension 18 gauge date Southern Truss Companies,Inc. Truss: 03 SOUTHERN 2590 N.kings Highway Project Name: 8251 Th+ 1RUS5 Fort Pierce,F134951 Date: 6/14/2016 827.43 AM Component Solutions Page: 2 of2 Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Vasion:20165[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PUES Spacing WGT/PLY 4-1-6 4243/12 1 1-10-10 0-" 0-M 0-M 1 24 in 15 lbs Notes: 1)4en this teas has been chosen fa gWity acstrence inspection.the Plate Placement Method per TPl 1-2=A3.2 shall be used Cq-1.IZ 2)Tms-loins—etim is fa D*id intopetatim only Ahanga or otha shtctund—dim shall he pmvu&dto mist the nax reaction and toift shown in the Reactim' Stmnety iy Listed wind tplift reactions lased at MWFRS Only loading i I I \\e����lllllll���ii PE 76051 S ATE OF j NAL I NOTICE Acap9 anhis&sig shall be furnish ed to the accrim cmttwr.The dcsign of this individid ties is Lased on design criteria and retunnnteuec stFoied by the Tnss Manuf3a=aid relics tpm the acaracy Brian M Bleakly andwryietmess ofthe infamatim setftnh by the Billing Designa.A seal on this drawing indicates acceptance ofpciessional mgineaing rapnstibility solely fa the ones cmm gmt& ts sigi shown.Sep the co strict Fng'#W1 pa¢and the-lmpnnant Infmretim&General Notes^psi fa additional infanetim.All ccrmesapletes shall be nantdactued b!Simpson Strung-'re Cmgany,lie in acc nhnce with ESR2762.All cotnecta 2590N.King Nth.FL Pierce fl 34951 plats are 2D gsagc,unless the specified plate site is followed by a Nr which indicates an 19 1$tqF plate,or'St11S,which indicates a high tmsim 18 f rS pate. Southern Truss Companies,Inc. Truss: 05 ++ SOUTHERN 2590 N.kings Highway Project Name: 8251 ' Fort Pierce,F134951 Date: 6/14/2016 827:44 AM Component SolutionsT*1 TRUSSC13MPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of2 Truss Version:20165[Build 52 Span P@ch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 6-11-5 4243/12 3 1-10-10 0-M 0-M 0-M 1 12 in 29 lbs 8-9-15 1-1D-10 3-5-10 _ 3-5-10 3-5-10 6-11-5 3 12 4.24 F_ 3x4/ 0 1 12 m M N 4 tJf �y 1 6 5 4 1x4 j 1.510\ J1 J3 C2G C2G CSG J1 I I J3 D-M 3-5.10 3-5.11 3-5-10 6-11-5 Loading General CS1 Summary Deflection L/ (1oc) Allowed L6d (Fal) )R�Cad: FBC 201N TC: a5o(1.2) Vert TL aM in L/999 (45) L/240 TILL: 20 TPa I-2007 EC: 0.77(SI) Ved U_ a01 in L/999 (4-5) L/360 TC epDL: 10 R Mba rinease: No Hibb: 0 L: Q 24(L-4) H=T01 in 4 BCIL: 0 D.O.L; 125% Creep Facto Ka-1.5 BCDL: 10 Plate Offsets(1nt:XY.Ang} (1:442.3.0 (21-1231.19.) (4:54.3819.) (5:0A3-M) Reaction Summary JT Type BriaConsbo Brit Wdth Material P41 Big Wdth Max React Max Grav Uplift Max Hind Uplift M.Uplift Max Horiz 1 Pin(MI) 1 11.313 in Coacme Mwoary 100 in 3171b; - -I@Its -102Ibs 161 Its 4 H Rdl cross) 1 IS in - 3.00 in 2521ba - -67lbs -67lbs O lbs 3 H Rd1(Toss) 1 1.5 in - 3.OD in 81 It. - -65 Rs -65lbs Olbs Material Summary Bracing Summary TC SP(ALSC62013)tR 2x4 TC Bracing Sheathed orPorlins at 63-0,Podia design by Others. BC SP(ALSC62013)92 2,4 BC Bracing Sheathed a Pulins at 7-14 Pu1in drip by Others. %bs- SP(ALSC62013)H'Stud De4 Loads Summary 1)This toss has been designed fix the effects cis to 10 isf batten chard live lead plus dad Inds. 2)This toss has hem dsiged for the efforts of wind loads in ereadance with ASCE7-10 with the fallowing user defined inpt: 170 rtgh tdtimate,Eqrstxe C,Fully Enclosed, � 1 Geblp B&dlding Cetepy 110-1.00J Overall Bldg Dims 99 ft x 52 ft,h-15ft,Not End Zone Truss,Neither end web considered DOL-133,CC Zone H5dh 5.2 ft. \ 3)Mnimun storage attic loading in acoedance with IBC'Ablc 1607.1 has been ap2lied \\\ \, Inad Case Irl:Std Live Load \�� _`W1 Mesntc Loca Dil tion at W ion ad Tdb Wdth \0 Q'� �GENs •���.�/ Tap Chd 141 Up 311s Bra Chd 1.61 Up 13lb, Tbp Chd I.61 Up 31t. � : PE 76051 Bra Chd 1.61 Up 131bs t t r Tip Chd 4-" Down 51W v , o But Chd 4-0-0 Dawn Sibs Tbpchd 44-0 Dawn 4411s Ba Chd 4-" Dawn 5lbs S ATE OF Load Case DI:Std Dead Load � Point Loads 5/0iC,:•:cC ORIOP•' Mersa Lxation Direction Load Trib Hldh Bat Chd -1 � ��1 . 70 . ROW ld•1 Dawn llh; Bolt Chd Ibl Dawn ]lbs Top Chd 44* Dawn 27 ib: Bat Chd 44-0 Dam 771bs Tip Chd 44-0 Dam 77lbs Bid Chd 44.0 Down V lbs I Member Forces Summary Table indicates:Mertda m,max CSI,max axial face,(rrax crosp:fora if differern fiorn rnax axial forcer) TC 61 Q381 1911s 1-2 Q496 •bi2lts 2-3 0.411 45 lbs BC 45 Q264 A lls 5-1 Q269 fi331ts I ' Hibbs 2.5 0007 175lbs 24 0.242 6751in (d371ba) NOTICE Acopy ofthis design shall be fixnished to the erectim contractor.The dsigi ofthis individual toss is based an d_sipp eiteda and m¢drements stgVied by the Tms Man.5ct—and relies tpen the acc racy Brian Nt Bkakly and carocteness.ofthe infoneation set forth by the Hilding Desilper.A seal an this dewing inflates aocepmx:a ofprd'essional c nginuaing responsibility solely fa the toss .q-ent design sham.See the co nct newer St .Fng876051 insc and the"Impvpnt Infmrotim&Genend Noes"leg fm additional infonrraion.All connate dates shall be n sntdactued by Sirrgsm SoungTe Ctngnny,Inc in accordance with ESR Z762.All connector 2590 N.King Hide.FL Pi=Fl 34951 platys are 20 gauge,unless the specified plate size is followed by a"Ilr which indicates an 181ptg date,a"54 IS",which indicates a hide tonsiort 18"plate. I Southern Truss Companies,Inc. Truss: 05 '= SOUTHERN 2590 N.kings Highway Project Name: 8251 TRUSS Fort Pierce,F134951 Date: 6/14/2016 827.44 AM Component SolutionsTA4 COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 oft Truss Veision:20165 uiki 52 Span Pitch Qty OHL OHR CANT L CANT R PIJES Spacing WGT/PLY 6-11-5 4243/12 3 1-10-10 0-M 0-M 0-M 1 12 in 29 lbs Truss-to-truss Connections Summary ID CartiedTnss CanyingThss Canying0lrset Ande 7114 11 05 ILI 315 ft T134 11 05 1-&1 45 deg T135 13 05 44-0 315 deg T55 J3 GS 4410 45 nleg T125 CJ5 C3G s-" 45 deg T725 CIS C3G 1&4.0 135 d:g 1727 CIS C5G 5U 45deg Notes: 1)When this toss has been chosen for ipdityasstrance inspcYion,the Plate Pit—nent Method p=TPI 1-20MIA3.2 shall be hard Cq-1.17. 2)Titas4otnss emneaim is forgaphical integscation only Abanger or othefstnsYtral connection shall be povidedto resist the hate reaction and tplift sham in the Reaction Simtaty 3)Listed wind uplift reactions lased on MWFRS Only loading i i PE 76051 i I S ATE OF Ict OR1�P �I►IIIl11 ! NOTICE AM ofthis deign shall be f mished to the croaWon contractor.The dctilp ofthis individual toss is fasedon desigi ctiteda and mcidte nests stgplied by the Teas Mannfacum and relics upon the azeorary Bran Ni Bleakly and c6.Toeteness ofthe infmnatim set forth by the BtdldingDesighen:A seal at this Jawing indicates acceptance of engineering pofessional enginring tesponsihility solely for tos s ss ca ryment desim sham ¢ .See the ear ShL Fng#76051 par nindthe"Impitant Infmretion&General Notes"pig faadidonal information.All cmnectorplates shall be=fficturdby Simpson Strong-Te Cmgany,lne in accordance with FSRZ762.All emdectr 2MN.Rings Hilt.Ft.Piers F134951 plates are 20gige,unless the specified plate sim is followedby a•llrwhich indicates an 18piF plate,or'S#IS',which indicates a high tension 18 SnW plate. Southern Truss Companies,Inc. Truss: 07 ` SOUTHERN 2590 N.kings Highway Project Name: 8251TRUSS . Fort Pierce,F134951 Nate: 6/14/2016 827:44 AM Component Sotutions7m COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 oft Truss Version:20165[Build 52 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 9-94 4243/12 3 1-10-10 0-M 0-M 0-M 1 12 in 41 Ibs I 11-7-14 1-10-10 4-10-10 4-10-10 4-10.10 9-9-0 3 12 4.24 F 5x4/ o_ rn M� 9 o 4 0 2x6- 1 ou i 6 5 4 1x4 j 5x5 J1 J31 1 JS D3G 0-0-0 0-0-0 4-10-10 4-10-10 - 4-10-10 9-94 Loading General CSI Summary Deflection L/ (loc) Allowed Loed (lcf) Bldg Code: FBC 2014' 7C: 0.76(2-3) Wt M. 0.12 in L/878 (45) L/240 TC1L: 2D TPl 1-2007 BC: 0.75(45) fiat LL• OLM in L/999 (45) L/36D 7CDL: 10 RepMtrinrrease: No Va: a59(24) HmeTL• OL02 in 4 BCLL: 0 DAL t us% Creep Factor,Km-L5 BCDL: t0 Plate Offsets(JntJLY.An& (1.442 0.) (2:1-9.2.1419.) (4:7$3$19.) (5:643E9(1) Reaction Summary JT Type Bm Canbo Hg Nldth Material Rod Big WdLh Max React Max Gav Udift Max Nlnd Udift Max Udift Max Hodz I Pin(9hll) 1 11.313 in Cmcmte Masorry 3.00 in 555lb: - -2@]ls -202Its 188Its 4HRal(foss) 1 L5 in - 3.W in 507lbs - -177Its -177Ibs 0lb, 3 H Rdl(f ass) 1 1.5 in - 100 in 193 Ihs - -145lbs -14511s 01hs I Material Summary Bracing Summary 7C SP(ALSC6.2DI3)SS a4 Tr-Bracing Sheathed or Puffins at 59A Pvlin dsipt IV Others. BC SP(ALSC6.2DI3)022x4 BC Bracing Sheathed a Puffins at 49A Pulin dsig by Others. Nt i ls SP(ALSC&2013)#YStud 2x4 Loads Summary 1)ibis rues has been designed for the effects de to 10 psf bortern chord five load pits dad loads. 2)7bis toss has been dmig ed for the effects ofwind loads in srsarbnre with ASCE7-10 with the follosvingmer hfined inpt:lA m;h tdtimte,Egimtae C,Ftdly Enclmed, GaVc1HiBBidldng Categuyll(1-LODI Overall Bldg Dins 99ftx52$h-15ft,Nd FntlTme Trss,Ncitherendwebtxnsidaed DOL-IM,CC Zone)Moih5.2 ft. 3)MInimrxn storage attic loading in accordance with IBC Table 1607.1 has been applird 1 / Load Case al:Sid Live Load \\\\\yNB�� PourtLoadc \�\/L\` .-\'CgN4 .�e ✓/ Member Location Direction Load Trib Wdth Top Chd 141 Up albs \ Bat Chd 1-&1 UP 131� PE 76051 Tap Chd 1L1 Up 3lbs • s Bct Chd ]-&I Up 13 Its c a Tap Chd 44-0 Dam 44 lbs s Bat Chd 440 Down 5lbs Tcp Chd 44-0 Dave 4411s T Bot Chd 44-0 Down 0It i .,, SJAT OIx TbpChd 7-1.15 Down 13l s I /7J �t \ Bu Chd 7-1-I5 Dawn 131h; � • � P T$Cha 7-1-15 Down 801h; // O '•FLOR1� •' ��\`` Bat Chd 7-1-I5 Doves 131hs \\ ����111111111\�� i NOTICE Aocpjofthis design shall be fimishedtothe creation contractor.The d sign ofthis individual tnes is lased at dnig cdtaie and reco ements supplied by the Toss Mmu5ctuer and relies upon the ac—acy Brian M.Blmkl andeantplcteness ofthe infrmratim set forth"a Building Designer.A seal to this drawing indicates aeselfance ofprdasional engnceing responsibility solely for the tnas eonpnent design shorn.See the cover Sntct Fng87(D51 pag and the"Important Inibrnation&General Noxa"page fmadditional infonretion.All oxnnectmplates shall be=u5ctuedby Simpson Strong-Te Can any,Inc in a.=d r xwith ESR-M.All connector 2590N.King Mgh..Ft Pierce F134951 plates are 20 gage,colas the specified plate size is followed b2 a"-18"which indoala an 18 ppr¢plate,.or"S#19%.which indicates a high tension 18 pub plate. Southern Truss Companies, Inc. Truss: 07 2590 N.kings Highway PJojectName: 8251 SOUTHERN Date: 6/14/2016 827.44AM Component Solution"" TRUSS Fort Pierce,F134951 "fuss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 oft Version:2016-5fBuW521 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 9-9-4 4.243/12 3 1-10-10 0-0-0 0-M 0-M 1 12 in 41 lbs = Load Case Dl:Std Dead Load Point Loads Member Location Direction Load Tnb Wdth Topchd I-& Down Ills Bot Chd Ibl Doan 11as Tap Chd 14I Dawn IIb, But Chd .1. Down t Its Tap Chd 44-0 Doan 27 271Bs Bat Chd 440 Down bs Top Chd 44.0 Down Plbs Bat Chd 440 Dom 77Its Top Chd 7-1-15 Dawn 4711s But Chd 7.1-15 Dawn 49 Bs Tap Chd " 7-145 Dawn 471bs Bat Chd 7-I-15 Down 491bs Member Forces Summary Table indicates:Marba m,r ax CSI,mez andal fora(nerx WnJr•force ifd fr=t fran n=rodal face) TC 16.1 n179 1916s 1-2 a615 -1.2621ba 2-3 0761 -IW Its BC 45 0751 -1.301 lb. SI E588 -1M!Us 41:ts 1 12-5 0.132 347.lbs 124 a595 1,384 Has (-I,2691hs) T ass-to-truss Connections Summary m Camer[Trss Carryinpjrss Carrying Offset Anyle 701 11 07 1.&1 315 deg 71731 71 C17 l-6.1 45 deg TIM J3 07 440 45dg TIM 13 07 '440 315 dg TM 1 5 07 7.1-15 45 ft TM 15 07 1.. 315 d:g TT29 07 D3G 740 315 dig TT29 C37 D3G 1000 225 deg Notes: 1)Whcr this buss has b=chosen for quality wsuanx inspection,the Plate Plamrent Method perTPI 1-20MIA33 shall be reed Cq-1.17. 2)Taustotnas connection is fmgaplrical interprtatim only Aha ager or other structural mnreotion shall be pu%i&d to resist the maz reaction and tplift shown in the Reaction Surmmry 3)listed wind oplift reactions based on MWFRS Only loading I i \\\011 I 1111!/��/i all PE 76051 � S ATE OF I ii Off•FCOR1pP,=�\':� I i i NOTICEAmq ofthis derign shall be fisnished to the eactim c ntractor.The design ofthis hadvldal taus is based m dsigh criteria nndn�orcments sgglied b)the Tnas Mamdactuer and relies s}vh the aaarary g M.Bleakly and carhplelrnas ofthe infmretim set forth bj the Jiuldng lksignenAsal on this Jawing indicates accepance ofprofessional engineering responsibility solely fm the toss canpment design shown.See the mho Strut E ng#76051 page•and the"hnpntznl Inficmatiuh&.General Notes"prip for additional infian ation.All comeaaplates shall be rmnrdactured by Simp;ur Stmng•Te Canpany,Inc in accordance with.ESR 2762.All cmhmta 2590 N.Kings High.Ft.Pierce F134951 plates am 2D(page,unless the specified plate sic is!clawed byes"-IS"which indicates an IS guW plate,or"S#IS°,which indicates a high tensim 18 gauge plate. Florida Building Code Online hRa%.®N 1 of 4 Y y &S,ee...P �:V��B ` a � ���� i •'z 4 Ihi4a a BCIS Home Log In i User Registration Hot Topics ; Submit Surcharge I Stats&Facts i Publications FBC Staff BCIS Site Map Links Search 1 !':�I rid Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail C FL# FL8248-1112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 Mark_Garon@Overheaddo or.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 (850)474-9490 Mark_Garon@Overheaddo or.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Mark A.Sawicki the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P. Arneson,P.E. r Validation Checklist-Hardcopy Received Certificate of Independence FL8248 R12 COI COI Cert of Ind Scates 2014 WD s.odf FL8248 R12 COI Mark Sawicki Ind cert.odf FL8248 R12 COI Validator Cert of Ind Wayne Dalton.odf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 2/14/2017 ; Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D I i , Date Submitted 02/20/2015 Date Validated 03/27/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Summary of Products FL# Model, Number or Name Description 8248.1• 8000/8100#1101 9'Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1101 327010 P4.pd f Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WDJambSupplementP16 s.odf Design Pressure: +22.90/-26.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No j the requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.2 8000/8100#1102 9'Max width. 14'Max height.Glazing available in top or intermediate section. I Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1102 327011 P4.od f Approved for use outside HVHZ: Yes FL8248 R12 II Track Sunolement.Chart P10.odf Impact Resistant: No FL8248 R12 II WDJambSuoolementP16 s.pdf Design Pressure: +26.90/-30.80 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.3 8000/8100#1103 9' Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1103 327012 P4.od f Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10.pdf j Impact Resistant: No FL8248 R12 II WDJambSupplementPl6 s.pdf Design Pressure: +35.70/-41.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.odf. Created by Independent Third Party: No 8248.4 8000/8100#1104 9'Max width. 14' Max height.Glazing available in top or intermediate section. J Limits of Use Installation Instructions I Approved for use in HVHZ: No FL8248 R12 11 1104 327013 P4.pd f t Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10.odf Impact Resistant:Yes FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure: +46.00/-52.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 i Other: Created by Independent Third Party: No i ( Evaluation Reports i1 FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.5 8000/8100#1121 16'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in.HVHZ: No FL8248 R12 II 1121 327015 P4.pd f Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10.odf i Impact Resistant: No FL8248 R12 11 WDJambSupplementP16 s.odf I Design Pressure: +15.30/-17.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third-Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD quj meb 8 GbxRv... 2/14/2017 RECEP7 D j•�AR 0 � �� ti-► o `� 013� Planning&Development Services Department File ®Aa e Building&Code Regulations Division 2300 Virginia Avenue, Fort Pierce,FL 34982—(772)462-15S3 Certification for Design Load Compliance Project Name: B A Re6`macC �� 1 / I p p jam' �� 3149bi7 Project Address:�C=6- �= k rg� B a 0 Permit#: Occupancy Type: Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed,signed,and sealed by the design professional of record. • Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the following: o New Residences(single or multi-family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official.Contact the#above for questions. DESIGN PARAMETERS AND ASSSUM,�P/TIONS USED: (complete all that apply) 1. DESIGN CODE: Florida C®l`d r5 /ode Fifth Edition with 20��Supplements using ASCE 7-10 2. Structure Designed as(check one): 4�Enclosed Partially Enclosed Open 3: Risk Category: _I _01I III IV Exposure Category: %/B C D 4. Design Wind Velocity mph _%/ASD LRFD End Zone Width:JVA_ft 5. Mean Roof Height =5 C) ft Roof Pitch: i0 :12 Parapet: ft 6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings): j Zone:L: IL one 2: �$&K 6'Zone 3:/2AM Zone 4-_iA1&L,Zone 5: Garage:�� d 3 1• 7. Design Loads: Floor: _PSF Roof/Dead: IS PSF Roof/Live:Balcony:NA PSF Dock: N PSF Deck:X&PSF Stairs:NA PSF Fence: PSF Railings:JVA.. _PSF 8. Were Shear Walls Considered For Structure? Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? aP Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: ;t 000 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that,to the best of my knowledge and belief,the attached plans&specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: � -1--VEAI 0Q P • Ft- :3 q 3 98 Print Name Cert#&Co.Cert Auth. 900 5U LTA V DE a. ! Signature,Date,and Seal P5 Company Name&Address Revised,07/25/2014 I ilie Copy FORM R405-2014 FL,ORiDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION iFlorida Department of Business and Professional Regulation - Residential Performance Method Projed Name: Baka Residence Builder Name: Street: Lot 4 Mtitisa Ter Permit Office: St Lucie County City,'State,Zip: Fort Pierce.FL,34947 Permit Number. Owner Shadna Baka Jurisdiction: 611000 Design Location: FL,ST LUCIE CO INTL County:: St.Lucie(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3112.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int lnsul,Exterior R=5.0 2856.60 ft2 b.Frame-Wood,Adjacent R=13.0 256.00 ftZ 3. Number of units,if multiple family 1 c.N/A R= 1`12 4. Number of Bedrooms 3 d N/A R= ft� 5. Is this a worst case? yes10.Ceiling Types (2634.0 sgft.) insulation Area a.Under Attic(Vented) R=30.0 2634.00 W 6. Conditioned floor area above grade(ft2) 2634 b.NIA R= It' Conditioned floor area below grade(ft) 0 c.WA R= f? 11.Duds R fN 7. Wmdows(334.0 sgft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 150 a. U-Facter. Dbl,U=0.34 233.38 ft' SHGC: SHGC--020 b. U-Factor. Dbl,U=0.32 96.00 ft, 12.Cooling systems kBUbr Efficiency SHGC: SHGC=0.19 a.Central Unit 522 SEER:16.00 c. U-Factor GbI,default 4.63 fF SHGC: Clear,default 13.Heating systems kBtu1hr Efficiency d. 6-Factor: N/A ft a.Electric Strip Heat 50.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 8.303 ft. Area Weighted Average SHGC: 0203 14.Hot water systems 8. Floor Types (2634.0 sgft.) Insulation Area a.Electric Cep:40 gallonsa.S,ab-0n-Grade Edge Insulation R�.O 2634.00 ft' EF:0.980 9 b. Conservation features b.N}A R= if None c.1 f R= w 15.Credits CF,Pstat Glass)Floor Area: 0.127 Total Proposed Modified Loads: 84.17 -c c Total Baseline Loads: 85.45 I hereby certify that the plans and specifications covered by Review of the plans and THE STAr this calculation are in complianceyirith the Florida ergy specifications covered by this Code. ,�` X calculation indicates compliance r with the Florida.Energy Code. PREPARED Before construction is completed DATE: °�= this building will be inspected for a ,a r^ �'` compliance with Section 553.908 ° 1 hereby certify that this building,as designed,is in compliance Florida Statutes. , with the Florida En Code. COD WE'�� OWNER1t E T: BUILDING OFFICIAL: DATE: r5t DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 91151201611:40 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM!R405-2014 i PROJECT Title 1 Baka Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2634 Lot# Owner. Sharina Bake Total Stories: 1 Block/SubDivislon: #of Units: 1 Worst Case: Yes PlatBook: BuHder Name: Rotate Angie: 0 Street: Lot 4 Mllllsa Terr Permit Office: St Lucie County Cross Ventilation: County: St.Lucie Jur sdictlon: 611000 Whole House Fan: City,State,Zip: Fort Pierce, Family Type: Single-family FL, 34947 Ne asting: New(From Plans) Corjment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,ST_LUCIE_CO INTL FL VERO BEACH_MUNI 2 39 90 70 75 299 58 Medium I BLOCKS Number Name Area Volume 1 Biockl 2634 31608 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2634 31608 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 262 ft 0 2634 ft2 0 0 1 I ROOF J Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2946 ft2 0 ft2 Medium 0.85 No 0.9 No 0 26.6 I ATTIC # Type Ventilation Vent Ratio(1 In) Area RBS IRCC 11L. 1 Full attic Vented 150 26U ft' N N i CEILING ! # Ceiling Type Space R Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 2634 fe 0.11 Wood I 911'5/201611.40 AM EnergyGauge D USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM IR405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below _ 1 R-Vaklp Et In Et In Area- 11--Value Emr4lon N Exterior Concrete Block-Int Insul Main 5 15 4 12 184.0 fF 0 0.75 0 2 N Exterior Concrete Block-Int Insul Main 5 14 14 196.0 If 0 0.75 0 _ 3 N Garage Frame-Wood Main 13 21 4 12 256.0 fN 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 5 80 8 12 968.0 ft' 0 0.75 0 _ 5 S Exterior. Concrete Block-Int Insul Main 5 17 12 204.0 fN 0 0.75 0 _ 6 S Exterior Concrete Block-Int Insul Main 5 15 4 12 184.0 IF 0 0.75 0 7 E Exterior Concrete Block-Int Insul Main 5 61 8 12 740.0 it= 0 0.75 0 - I _ 8 E Exterior Concrete Block-Int Insul Main 5 14 12 168.0 ft2 0 0.75 0 I9 S Exterior Concrete Block-W Instil Main 5 17 8 12 212.0 fe 0 0.75 0 DOORS Omt Door Type Space Storms U-Value Ft In Ft In Area 1 N Insulated Main Metal .28 3 8 24 if 2 N Insulated Main Metal .28 3 8 24 ftz I WiNDiOWS Orlentstion Mann Is the entered orientation => changed to Worst Case. ` Wall Overhang V # Omt ID Frame Panes NFRC U-Factar SHGC Area Depth Separation Int Shade Screening 1 N 1 None Glazed Block No 0.6 0.6 4.6 ft' 1 ft 4 in 1 ft 0 in None None 2 N 2 Vmyi Low-E Double Yes 0.34 02 31.0 ft' 6 ft 4 in 1 ft 0 In None None 3 N 2 Vinyl Low-E Double Yes 0.34 0.2 4.6 ft' 9 it 4 in 1110 in None None 4 W 4 Vinyl Low-E Double Yes 0.34 02 46.6 ft' 1 ft 4 in 1 it 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.34 02 12.5 fF 1 ft 4 In 1 ft 0 in None None 6 W 4 Vinyl Low-E Double Yes 0.34 02 6.7 fe 1 11:4 in 1 ft 0 in None None 7 S 5 Vinyl Low-E Double Yes 0.34 0.2 15.5 ft' 1 ft 4 In 1 ft 0 in None None 8 S 6 Vinyl Low-E Double Yes 0.34 02 48.0 if 7 it 4 in 1 ft 0 In None None 9 S 9 Vinyl Low-E Double Yes 0.32 0.19 96.0 it' 12 It 4 in 1 ft 0 in None None 10 E 7 Vinyl Low-E Double Yes 0.34 0.2 15.5 ff? 1 ft 4 in 1 ft 0 in None None 11 E 7 Vinyl Low-E Double Yes 0.34 02 22A fe i ft 4 in 1 ft 0 in None None 12 E 8 Vinyl Low-E Double Yes 0.34 02 24.0 ft' 34 it 4 In 1 ft 0 in None None 13 E 7 Virryl Low-E Double Yes 0.34 02 6.7 tt' 1 ft 4 in 1 8 0 In None None I GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 505.04 fe 505.04 fe 67 It 12 ft 1 i 9t1,51201611:40 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION # ' Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000381 2634 144.6 271.95 2859 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 A Electric Strip Heat None COPA 34 kBtu/tu 1 sys#1 IS Electric Strip Heat None COP:1 16 kBtu/hr 1 sys#1 1 C Electric Strip Heat None COP:1 kBtu1hr 1 Sol 1 D Electric Strip Heat None COP:1 k8bAr 1 Sol 1 E Electric Strip Heat None COP:1 k8tu/tu 1 sys#1 t COOLING SYSTEM VI System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit None SEER:16 342 kBbAr 1026 ofrn 0.7 1 sysl#1 1 B Central Unit Norte SEER:16 16 kBtu/hr 540 cfm 0.7 1 sys##1 I HOT WATER SYSTEM # System Type SubType Location EF Cap Use 8etPnt Conservation 1 Electric None Garage 0.98 40 gal 60 gal 120 deg None I SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None itz I DUCTS --Supply— —Return— Air CFM 25 CFM26 HVAC# J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 A Attic 6 300 f12 Attic 150 ft? Default Leakage Garage (Default) (Default) 1 1 1 B Attic 6 150 ft' Main 50 ft= Default Leakage Main (Default) (Default) 1 1 9/15/2016 11:40 AM EnergyGauge®USA-FlaRes2014 Section R405A.1 Compliant Software Page 4 of 5 FORM R405-2014 . TEMPERATURES Programable Thermostat: Y Ceiling Fans: CooGn Hlan Feb WMar Ma Jun n Jui rl Au rl Se W Oct Nov Dec Heating Jan HFeb Mar WApr Apr May Jun Jul Aug Sep Oct Nov Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ermostat Schedule: HERS 2006 Reference Hours 'chedule Type 1 2 3 4 5 6 7 8 9 10 11 12 ooling(WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 eating(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 I 9/16/201611:40 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE. LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. Lot 4 Millisa Terr, Fort Pierce, FL, 34947 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single Family or multiple family Single family a.Concrete Block-Int insul,Exterior R=5.0 2856.00 ft' b.Frame-Wood,Adjacent R=13.0 256.00 ft' 4, 3. Number of units,if multiple family 1 c.WA R= ftz d.NIA R= ftZ 4. Number of Bedrooms 3 a worst case? yes a. Ceiling Types Insulation Area 5. Is t(tis a.Under Attic(Vented) R=30.0 2634.00 fF 6. Cc Itioned floor area(ft� 2634 b.NIA R= it, 7. Windows" Description Area c.N/A R= ft2 a: 6-Factor: Dbl,U=0.34 233.38 W 11.Ducts R ft' a.Sup:Attic,Ret:Main,AH:Main 6 150 SHGC: SHGC=020 b. 0-Factor:. Dbl,U=0.32 96.00 ft2 SHGC: SHGC=0.19 12.Cooling systems kBaft Efficiency c. U-Factor. Gbi,default 4.63 ft2 a.Central Unit 522 SEER:16.00 SHGC: Clear,default d. U-Factor. N/A ft2 13.Heating systems kBtWhr Efficiency SHGC: a.Electric Strip Heat 50.0 COP:1.00 Area Weighted Average Overhang Depth: 8.303 ft. Area Weighted Average SHGC: 02D3 14.Hot water systems S. Floor Types Insulation Area Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 2634.00 f 2 a.Electric EF:0.98 b. i c.NIA R= � b. Conservation features None 15.Credits CF,Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .cgs Construction through the above energy saving features which will be installed(or exceeded) o� in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. � ,•• Builder Signature: Date: cs '>= a Address of New Home: City/FL Zip: �•CQDWE �v *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 its formation about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's sIupport staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/151201611,40 AM EnergyGauge®USA-FtaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 File Copy, +}�- W�ightsoft® Project Summary Date: Sep 13,2016 UNIT ONE By: Project Information, ! For: Sharina Baka Millisa Terr Lot 4, Fort Pierce, FI 34947 Notes: 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 Sensible Cooling Equipment Load Sizing Structure 20805 Btuh Structure 18501 Btuh Ducts 5957 Btuh Ducts 9379 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 26762 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 28107 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2747 Btuh Ducts 2562 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft2) 1942 1942 Equipment latent load 5309 Btuh Volume (ft3) 23304 23304 Air changes/hour 0.29 0.14 Equipment total load 33416 Btuh Equiv.AVF(cfm) 112 56 Req.total capacity at 0.70 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make Make American Standard Trade Trade AMERICAN STANDARD Model Cond 4A7A6036H1 AHRI ref Coil TMM5AOB36M31SAA AHRI ref 7985355 Efficiency 100 EFF Efficiency 13.0 EER, 16 SEER Heating input 7.9 kW Sensible cooling 23940 Btuh Heating output 26921 Btuh Latent cooling 10260 Btuh Temperature rise 50 OF Total cooling 34200 Btuh Actual air flow 490 cfm Actual air flow 1140 cfm Air flow factor 0.018 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.10 in H2O Static pressure 0.10 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a. wrightsoft• Right-Suite@ Lhiversal 201515.0.19 FSU06570 2016-Sep-15 11:36:03 Page 1 ��` J:\TransferVNanual J\Baka Residence.rup Calc=MJS Front Door faces: N Project Summary Job: wi-la1�tsoft Date: Sep 13,2016 UNIT TWO By: C Project Information ` For: Sharina Baka Millisa Terr Lot 4, Fort Pierce, FI 34947 Notes: I I I Qesign 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 Sensible Cooling Equipment Load Sizing Structure 9984 Btuh Structure 7239 Btuh Ducts 2367 Btuh Ducts .3765 Btuh Central vent(0 cfm) 0 Btuh Central vent(22 cfm) 717 Btuh Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 12351 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 12756 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1580 Btuh Ducts 1011 Btuh Heating Cooling Central vent(22 cfm) 687 Btuh Area(ft2) 696 696 Equipment latent load 3278 Btuh Volume (ft3) 8352 8352 Air changes/hour 0.41 0.20 Equipment total load 16034 Btuh Equiv.AVF(cfm) 56 28 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make American Standard Trade Trade AMERICAN STANDARD Model Cond 4A7A4018L1 AHRI ref Coil TMM5AOB24M21SAA AHRI ref 7985143 Efficiency 100 EFF Efficiency 13.0 EER, 16 SEER Heating input 3.4 kW Sensible cooling 12600 Btuh Heating output 11758 Btuh Latent cooling 5400 Btuh Temperature rise 50 OF Total cooling 18000 Btuh Actual air flow 214 cfm Actual air flow 600 cfm Air flow factor 0.017 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0 in H2O Static pressure 0.10 in H2O Space thermostat Load sensible heat ratio 0.80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Writ htSOft" 2016-Sep-1511:36:03 9 Right-Suite@ Lhiversal 201515.0.19 RSU06570 J:\Transfer\Manual J\Baka Residence.rup Calc=MA Front Door faces: N Page 2 wrightsoft' Ri ht-JO Worksheet Job: g Date: Sep 13,2016 UNIT ONE By- 1 Room name UNIT ONE bedrm 1 2 Exposed wall 177.0 ft 39.0 It 3 Room height 12.0 ft 12.0 ft heat/cool 4 Room dimensions 17.0 x 11.0 ft 5 Room area 1942.0 ftz 187.0 ftz Ty Construction U-value Or HTM Area (ft2) I Load Area (ftz) Load i number (Btuht1tz-°F) I (Btuhlftz) I or perimeter (ft) ` (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 VII D 12C-0sw 0.094 .n 2.55 2.18 252 228 581 498 0 0 0 LL 0 .I ,.-,. .=1.1P0 ' 0,290 .n 8.12 8.41 _ 24 24 195 -202 0 0 0' 0 13A-4ocs 0.143 n 4.00 2.55 168 107 428 272 0 0 0 0 iG 4A5-2ov 0.470 n 13.16 13.55 6 0 79 81 0 0 0 0 11 4A5-2ov 0.470 n 13.16 13.55 31 0 411 423 0 0 0 0 7A-1gwnn 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 D 11130 0.290 n _ 8.12 8.41 24 24 195 202 0 0 0 0 13A-4ocs 0.143 a 4.00 2.55 420 380 '1523 968 132 116 466 296 1013-v` 0.49Q e, 13.72 9.84 24 48 32.9 236 0 0 0 0 4A5-20v 0.470 a 0.00 0.00 0 0 0 "0 0 0 0 0 4A5-2ov 0.470 e _ 0.00 0.00 0 0 0 0 0. 0 0 0 4A5-20v 0.470 .e 13.16 - 36.1.1- 16 . . 1 .205 563 16 0 205, 563 13A-40cs 0,143 s 4.00 2.55 420 308 1235 785 204 188 754 480 10D-v 0.40 s 0.00 . 0 0 0 0 0 0 0 0 4A5-20v 0.4770 s 133.1616 133.5555 16 31 205 211 16 16 205 211 4A5.20vd 0.470. s 13.16 13.55 _ 96 192 1263 1301 0 0 Q 0 13A-4ocs 0,143 w 4.00 2.55 864 799 3198 2033 132 132. 529. 336 f 4A5-2ov 0.470 .w 13:16 35.56 7 1 86 231, 0 0. 0 0 4A5-2ov 0.470 w 13.16 '35.90 12 1 158 431 0 0 0 0 4A5-2ov '0.470 w . 13.16 36.11 16 1 205 563 1] 0 0 0 dA5-2ov 0,470 w, . -.13.16: 36.11. 31 2 411 _' 1127_' - 0, 0 0 0 C 168-30ad 0.032 0.90 1.68 1942 1942 1740 3263 187 187 168 314 F 22A-101, 0.989 27.69 .0.00 1942 177 4901 0 187 :39 1080 0 t - - 6 I, c)AED excursion 1324 -115 I Envelopeloss/gain 173481 13715 3407 2086 12 a) Infiltration 3457 926 762 204 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 1 230 Appliances/other 3400 0 Subtotal(lines 6 to 13) 20805 18501 4169 2520 Less external load 0 0 0 0 937 Less transfer 0 _ 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20805 18501 4169 2520 15 Duct loads 29% 51% 5957 9 29% 51% 1194 1277 (Total room load I I I 267621 49of 27791 1840I I f 5398I 3797 155I Air required(cfm) Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Wt'Ig17t50T1t' Right-Suite@ Universal 201515.0.19 FSU06570 2016-Sep 15 11P3age3 J:\Transfer\Manual J\Baka Residence.rup Calc=MJ8 Front Door faces: N I I I