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HomeMy WebLinkAboutSUBMITTED PAPPERSOFFICE USE ONLY SECTION 13 TOWNSHIP 35 RANGE MAP NO. 1- ^ c7 V ZONING I ^ ' ` V /� LAND USE zo- LOTCVG% Z.zJ' TAZNO. FLOOD ZONE FIRM MAP # IST FLR ELV MAX HGT CONST TYPE V- OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 111990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE LIBRARY PUBLIC BLD PUBIC BID PARIMPACTKS IMPACT IMPACT FEE IMPACT FEE CORRECTION FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FEIEl MS DRIVEWAY Y N DRIVEWAY ADDMVARI��TRAT� IMPACT REQUIRED FEE FEE SPECIFY MECHANIC ROOF VZ NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC T GAS LOT OF RECORD REQUIRED PLUMBING _ FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTS REVIEW REVIEW REvniw REVIEW REVIEW REVIEW DATE b'lLlllt7 RECEIVED DATE lip\N{�10 I COMPLETED INITIALS OFFICE USE ONLY: DATE FILED: O D 'n PLAN REVIEW FEE: . � RECEIPT NO.: r%�D, & PERMIT NUMBER: I U I O 'y��gq- CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT SeMMUG & CODE REGULATIONS DIVISION 2300 Virginia Avenue —YI, n N ciBY Ft. Pierce, FL 34982-5652 1 t t St. Lue COunty 772-462-1553 ILCM" 1� do Pe(keen FxrvA 6APPLICATION for BUILDING PERMIT WA - CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 1155 5 a:tnICIrS Rh ♦-T `rt*u 'FL 34147 2. PROJECT NAME: Forc b e L i c rac) -e- SITE PLAN NAME: a �. 3. PROPERTYTAXID#: ,'L31-)� III- 00I0- 000/1 4. LEGAL DESCRIPTION (attach extra sheets TUwHship3S R4 Jc3q EFIsT SLt_ FI. 4 s5 a d ere -'Pi- {'t.< CrST'Y0,6r TenKhs 20 5. PLAT BOOK V7 0'), 6. PAGE NO. eISi2 7. BLOCK NO. 8. LOT NO. i 2-3065S.BO 6z2.'Srj V 3�jo 9. PARCEL SIZE (ACRES/SQ FT.): a 30 3 6 7• FT LOT DIMENSIONS: 3 70 X 6 2 Z . (v D 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �OtoSO 17+1 r� r2 • it. SETBACKS (ACTUAL) FRONT:344 • (° BACK: 1-1 $ RIGHT SIDE: o ' 9 LEFT SIDE: 3) . 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) O [� W CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: G-a•r'a 4 14. SQ. FT OF CONSTRUCTION: I S-0 0 15. SF. FT 1 st FLOOR 16. VALUE OF CONSTRUCTION: The value of construction is used to determine the amount of permit fees to be assessed St Lucie County reserves the right to question andlor modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with simgar types of construction activities. Ifthe value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this ascation. SLCCDV Form No.: 001-02 ELI 1: UPDATED 6125I09 OWNER INFORMATION v NAME: Kr_i.l1 a ncQ & 444 r=:r0-e.6-J ADDRESS: 11 SS S fie. kn s 2 D CITY: f—'r P we STATE. F t— ZIP: 3 tf rt 4 7 PHONE (DAYTIME): 97 k (a I - Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): U CONTRACTOR INFORMATION STATE: V ST. of FL REG.CERT #: 0 all�, ' Q Q oo 6o 8 L12 ST. LUCIE COUNTY CERT #: We 7 b BUSINESS NAME: D �F r e_ �s rg Co,,k+_ c,c4-fa^ Z w( QUALIFIERS NAME: Yr) rcll,"J /fit n c iS CO ADDRESS: 'S2i 4o Loh So yr e (� rye 17�. i t CITY: ET P t STATE: IFt_ ZIP: -,�IfG 4 PHONE (DAYTIME): C74 �_o( 7797 FAX NO. :7"IL 4Gi�- 787?, Email: d;-Franfons+iv%ceawt,Cn ARCHIT/ENGINEER fr7rl� Wl n rcQ �1rch��ec� < T, .- ADDRESS: aw-c CITY: FT PiercL STATE: �L ZIP: 3`r9ED PHONE (DAYTIME): UZD L{ 6 0 7-7 SI BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. ��z 1 V OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA �! , COUNTY OF e The foregoing instrument was acknowledged before me this ____ day of C--� • 20 / D , by d-r) �CAon 1 1(F.0Pr4Ce_5 0 who is personall owv or has produced as identification. CONTRACTOR SIGNATURE STATE OF FLORIDA �qC COUNTY OF t- T The foregoing instrument was acknowledged before me this day of OL4— 20 l 2) by n,), 1-.-1- R r=i , I rPp M 2SC O who is personaB own or has produced p,) as identification. Signature of Not �' �' MV COMMISSIO°J u Commission No. a EXPIRE`�5"@�1,;,_ �. Comm AU �Np a&33047 BO�tlz9ihN ,� •...z•� m_ m : F f kplRt of 16 2011 ae; 80naeai ra .5 a... ym Ucseaaars NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. PLYING FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. • l r~ L CORPORATE OFFICE www.federalengineeringandtesting.com 250 SW 13' Avenue CMEC & FDOT ACCREDITED Phone: l 954) 784-2941 Pompano Beach, FL 33069 Fax: (954) 784-7875 FIELD DENSITY TESTS OF COMPACTED SOILS DATE: 10/28/10 ORDER NO: 10-1742 PERMIT NO. 1010-0069 CLIENT: DU RANCISCO CONSTRUCTION INC. ADDRESS: 8840 LONESOME PINE TRAIL FORT PIERCE FLORIDA 34945 PROJECT: PROPOSED GARAGE BUILDING PAD ADDRESS: 1155 S. JENKINS ROAD FORT PIERCE FLORIDA MATERIAL DESCRIPTION: PALE BROWN SAND LOCATION: NW CORNER OF PAD LOCATION: CENTER OF PAD LOCATION: SE CORNER OF PAD LOCATION LOCATION FIELD DENSITY METHOD AS.T.M. D-6938 DRY DENSITY P.C.F. IN THE FIELD 105.5 107.2 106.5 % MOISTURE 8.6 8.5 8.3 % COMPACTION IN THE FIELD 98.1 99.7 99.1 DEPTH IN P.C.F. I 107.5 A.S.T.M D-1557 11.9 P-2337 12 REMARKS: SOIL NOT TESTED BELOW FOOTINGS h1n\I 9 ZOIO public V St. [-u r, i resxaosv: sr Respectfully submitted, %9 ciMcxmar: xm / r r H LEB C, P.E. � j Y O Afterlaying dormant for a period of99 days or heavy rain/storms, retesting ofthb work must be performed FEDERALENGINEERING&T IN FLORIDA REG.#59394 A density test determtam the degree of eompacth m of the tested layer ofmaterial only. CERTIFICATE OF AUTHORIZATION # 5471 •density does not replace a son hearing capacity determination. . As a mutual protection to clients, the public and ourselves, all reports Are submitted m the confidential property of clients, and authorization ForpubUmdonofsW ments,wndusiomoreatsacts fromorregarding Our reports is reserved pending ourwritten approval. Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREAlrMENT PERMIT #: JOB ADDRESS: I I S SS Te,' tg 6L& BUILDER/CONTRACTOR: ? -� PEST CONTROL CONTRACTOR: ZeJ±ebAed PEST CONTROL LICENSE #: 22�, IR5tlI We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 1 o G Percentage of solution: . O duo Date of Trealment: A F oting Treatment Re -Treat Driveway 1n Treatment Re -Treat Other 1t Treatment Re -Treat Chemicals used: RLLoi L"a Total gallons used: !_5--U Time of Treatment:. f ! q 5' Slab #--I�Treatment Re -Treat Pools 1� Treatment Re -Treat eri eter for Final Ig Note. There must be a completed form for each requ1red&Eatmen6Pk treatment and this form must be on the job site to be picked up by the inspector at Ste of each inspection or the scheduled inspecYron will fall and a re-lnspec ion fee charged. FBC104.2.6 Certiflcate of Protective Treatment forpreventlon of term&$. A weather resistantfobsire posting board shall be prov/ded to receive duplicate Treatment Certificates as each required protective treatment is completed, prov/ding a copy for the person Ste permit is issued to and another mpyfor the bulld/ng permit files fie Treatment Certificate shall prowde the product used, ldenSty of the applicator, time and date of the treatment, site location, area treated, chemical used, penxnt concentration and number of gallons used, to establlsh a verifiable record of protective treatment. If the soil dremlol barrier method for termite prevention IS used, final exterior treatmentshall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SOB -CONTRACTOR SUMMARY i 47Y' y-C,P, ca Cw.s'f 7 ,,c_ will be using the following sub -contractors for the (Company/Individual Name) .---. __--, _- I i FT- .- " - ---- - - - -- - - - ----(5treet aomess-or rropeny ■a: u r) - - - - - It is understood that if there is any change of status regarding the participation of any of the sub -contractors fisted below, I will immediatelyadvise the Building and Zoning Department of St. Lucie County. St Lucie County/ Trade Name of Company/Contiactor '---- 'T`—State-ofFlorida-- License Number Electrical 130o I0 Plumbing �l HVACI Mechanical Roofing o RRoobo8jj2 �C Gas tdV� )FFICE USE ONLY: PERMIT f ,,���__ 11 z__ ISSUE DATE: o NUMBER ICIO — '') Oct 06 10 01:46p DIFRANCESCO rr?,NSTRUCTION 17724657873 p.2 pLA-,,NING BUMDING D & CODE ENT SERT ONSICE DIVISION DEPARTMENT BUILDING PERMIT • SUB..c0NTR4CP0R AGREEMENT St. Lucie County Contmctar Certification Number: State of Florida Certification Number (n'eppliabte): Fr ►:'�0 ,V-t'Y have agreed to be the (Company Napme7u drvrdual Name a r �nrc�Q sub -contractor for (Type of Trade) (Primary Coatrador) ILI for the project located at 1 ts(Project Street Addtesc or Property Tax ID iJ It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Farm: SLCCD4 No. 004-00) BUSINESS a R (Name of thcUlhidual shown on the Contractor's Amm) ORI SIGN REQUHMD 1, � r .�G—� DA 1. SIGNATURE Blower Ic' nc.' Business Name: Address: t CitylStateMip: Phone: �7y��5 emazh PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING &CODE REGULATIONS DIVISION BUILDING PERMIT _ SUBCONTRACTOR AGREEMENT An 0 ( `) fo St. Lucie Contractor Certification Number: -' State of Florida Certification Number (Ifopplicabte): G I o 5-7O dl (I ss-a,r E t-e cA-rl-r- have agreed to be the (Company Name/7ndividual Name) subcontractor for V t Fr" c�s w Th( (Type of Trade) (Primary Contractor) for the project located at I I SS S 5en Ky5 AD Ft 9" -..c Fk aW'*.7 (Projed Street Address or Property Tax W #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCOV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATUIWES ARE REQUIRED �enT Q�losS�� t 0-1,— 72010 SIGNATURE PRINTNAME DATE Business Name: %los5er Ted, is Sn� Address: City/StateJzip: J 5 t IL 345 i Phone: 1712- `k37 UuYg- email: pahcNp— �la��•�S core OFFICE USE ONLY: PERMITS ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR10Q' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: ;Lo 1 o"y;= State of Florida Certification Number (If appiiwbie): C 0 C 132� 72 d Name/Individual have agreed to be the aun lfr , A sub -contractor for J`i ; FraM�c c� i�Unsa i rtC (Type dfTrade) (Primary Contractor) + for the project located at f ! S� S f�K� < (?=p r�t Ft_µ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REOUIRED 'YID 1SYLQiZ I - -io ATURE PMNTNAME DATE Business Name: <(� , T A Y l ci y— it tto �� Ill C Address: `�n2 M ¢a� D r V City/State/Zip: F t i2'Perr-t C—LR�— Phone: 7i 2 L& b 4<Zy 0 email: ' Ll re h-�a,r AV(b✓©n i�✓ or+ I OFFICE USE ONLY: J 16 CO ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE. FL 24962-5652 • ��ORIOQ' • 462-1552 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: t, for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number /o—Iv—Qo 19 . 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. Property Owner Name STATE OF FLORIDA. COUNTY OF tA) i�csCe Property Owner Signature Date ACKNOWLEDGED BEFORE ME THIS @FP AYOF C�C�t�i321' ,201Q IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED iENTIFICATION. -,TAnd3 TYPE OR PRINT NAME OF NOTARY x{QaHCCOMMISSION NUMBER (SEAL) ........................................... w JAMIE LEE PIERCE Jvv" i9 CORM91)DOW7101 11 11 e _ E>Vnp4121=1 u,u...FFWda NOWYAwL.Ir4 �o1a)Ilu oz: ........................ . JOSEPH E. SMITH, CLERG. THE CIRCUIT COURT - SAINT LUCIE COtr`i-7 FILE # 3530795 OR HO; 243 PAGE 1198, Recorded 11/08/2010".2:06 PM NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida stamtes the following information is provided in the Notice ofwmmencement. f� 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: a3 j ,>, m OJ i UDOO 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: a.Name >'.'� 4nd �e nla Fcea he.L b. Address ��% S- 3e..kant Rd Cap-r Pierm-FL �U9(I�e. interest in property�0o d. Name and address of fee simple ddeholder Of other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PRONE NUMBER: I). G..,... to icpyl...,d-,. xn, tits jy . Tessa F- Pie", FLA 1y1gC 772. 2cf 7707 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6.LENDER'S NAME, ADDRESS AND PHONE NUMBER: N'st 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (I)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: NA 8.1. addition to himself or herself, Owner designunes the following to receive a copy of the Lienor's Notice n provided in Section 713.13 (I)(b), Florida Stores: NAME,"DRESS A" PHONE NUMBER: blr, 9. Expiration dam atomics of commencement (the aspiration date is 1 year from the date ofteeording unless a difteeent date is specified) _,20_. Signalurenf Owoeror Owarr's Authorized Officer/DlrectoriParroer/Maveger Print Nnmeand Provide Signatory's TIBdOMre State of Florida Couatyof g{-LvGe- ���r y� �/� The foregoing insco went was acknowledged before me tM1is-j ffLday of ��' 1l1'�Pi .20icl— By I�emb Fj aebeI P�ethnni� Fr�xl�Laa Cka'%ner (Name ofperson) (type of authority... e.g. Owner, offrw, trustee, attorney in full For /y (Name of parry on behalf oCwhom inswment was executed) PersonallyXnowng orpmdaccd the following type otm': _ T 47 ef(e D0211=1' t ACni� �rc (hinted Name of Notary Public) (Si amre of NotaryPublic) Fsmlms Y11rg011 "I FardafNwyArR ln: Under penalties of perjury, I decime that I M1a the foregoing end Ihat the facts in it are true aLnYLnaW dgr.rri•:• belief(section 92.525, Florida Stearns). �t) � Signatuur�re(s)rrofOwner(s)t(orrrsOw�ner(_s)''Auutth�Jorind ORrer/Director/Partner/Marmger who signed above: By��r.�leVet_]L �.J /•O dCJ' ` By a-rVKo3mwoots STATE OF FLORIDA ST. LUCIE COUNTY THIS ISTO CERTIFYTHATTHIS ISA TRUE AND CORRECT COPY OF THE ORIGINAL t Data E SMITN. Property Appraiser - St.Lucie r-�>nty, FL Page 1 of 1 PROPERTf RECORD CARD Keith Froebel Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 1155 S JENKINS RD ParcellD: 2313-111-0010-000-1 e�V/"GG Sec/Town/Range: 13 :35S :39E Account #: 13639 Map ID: 23113N Land Use: SF Res Zoning: RS-2 City/Cnty: St Lucie County! Ownership and Mailing Legal Description Owner: Keith Froebel Bethania G Froebel 13 35 39 S 370 FT OF NE 1/4 OF NE 1/4 OF NE 1/4-LESS E 40 FT - Address: 1155 S Jenkins Rd (5.29 AC) (OR 3202-2516; THRU 3202-252 Fort Pierce FL 34947-4314 More... Sales Information Assessment 2010 TRIM Total Land and Building Date Price. Code Deed Book/Page 2010 TRIM: 237700 Land Value: 137500 Acres: 5.29 6/11/2010 0111 PB 3205/2465 Assessed: 237700 Building Value: 100200 5/21/2010 100 0111 QC 3202/2520 Ag.Credit: 0 Finished Area: 2320 SgFt 5/21/2010 100 0111 SP 3202 / 2518 Exempt: 5/21/2010 280000 0001 SP 3202 / 2516 Taxable: 4/15/2010 0111 PB 3191 / 0841 Taxes: 4940.41 7/21/2008 100 01 WD 3001/2872 11/29/1990 240000 01 WD 0717/2511 11/8/1990 100 01 WD 0717 / 2508 9/1/1986 38500 00 CV 0514 / 0193 12/1/1983 0 01 CV 0418 / 2821 12/1/1980 36000 00 CV 0345 / 1595 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HB- -HB- YearBit: Grade: B-- B- EffYrBlt: Storyidght: 0010 - 1 Story No.Units: Interior Features Bed Rooms: 3 Electric: FullBath: 2 HeatType: 1/2Bath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrSit. 5CFT - 5CFT S 1 1 AV AV 1988 3CFT - 3CFT S 1 1 AV AV 1988 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 SA - Asph Shingle 1988 1988 1 MX - MAXIMUM FHA - FrodHotAir ELEC - Electric 100 Land Information No. Land Use 1 0100-SF Res RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: AvgHt/Fl: Prm.Flors: %Sprinkled: GA - Gable BW - BrkNVd Frame DW - Drywall STD CU - Carpet 0 Type Measure Depth 537 -Acres 5.29 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prelid=231311100100001 10/8/2010 Permit#:20100949 NOTICE OF GETATION RE PERMIT EXE Fee: $55.00 Z Date Issued: 10/13/10 Property Owner:. Keith and Betty Froebel Date Expires: Upon completion of work, or 10/13/11, whichever occurs first. Contractor DiFrancesco Construction, Inc (772 201 7797) Parcel ID# • 231`3 111=0010=000=1 r =� FA Project Location: _1155 S. Jenkins Road Property Size: -�5 29racres ` Project Description Applicant_requests vegetation removal for construction:of unatt66 garage(BuildrngsPermit.#1010'0069) Field Notes x R 1. HABITAT:I` ' a 'Uplands Residential jot, with numerous native and7non-native trees b Wetlantls ,` None observed h 2. WILDLIFE Nbri served 3.- SIGN'IFICANTARCHAEOLOG]CAL 'OR HISTORIC'FINDINGS: YNone`itleritifed. AL Permit #20100910 Authorizes the following: According to St. Lucie County Land Development Regulations (Chapter 6.00.04) this project qualifies for a Vegetation Removal Permit Exemption. This exemption authorizes the on -site, relocation of one oak, measuring less than 12 inches diameter at breast height, to accommodate the proposed garage. No other native vegetation is permitted to be removed/relocated. Specific Permit Conditions: The property has numerous native oaks, not authorized for removal. Areas outside of the development footprint shall be considered preservation/protection areas (Land Development Code Section 6.00.05.A.2). A conspicuous protective barrier shall be placed and maintained around the perimeter of protected area(s) of vegetation to form a continuous boundary as specified in the General Conditions of Issuance section. General Conditions of Issuance: The following minimum standards for vegetation protection shall be applied to areas of vegetation designated to be preserved: ■ Protective barriers shall be placed at a minimum distance of either ten (10) feet from the edge of groups of protected vegetation or from the radius of the dripline from all protected trees, whichever is greater; ■ Protective barriers or protective designations shall remain in place until removal is authorized by. SLC ERD, or until issuance of a certificate of occupancy; • In the event that any protective barriers are removed or altered and clearing activities are conducted within an area identified for preserve, SLC ERD is authorized to direct that all land clearing and site alteration work at the site be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged as a result of these encroachments. • The preserve areas and tree preservation areas shall be maintained in their natural state, so as not to alter the water and oxygen content of the soil and impair its function; • No grade changes or excavation of any sort may be made within the barricaded areas; • If any excavation or other activities are expected outside of the preserve area or dripline, the roots should first be pruned (to the depth of required excavation) to sever them cleanly; • If underground utilities must be routed through a protected root zone area, tunneling under the roots shall be requir ed= e w x__•.. • If irrigation rust be'installed, it shall be installed outside of the dripline of all preserve areas and protected'trees, • No fill material, construction material, concrete,'' paint,_ chemicals, `orxother foreign materials i A k i A } A P Y M 9 shall be stored, deposited or disposedtof within a4vegetati"on preservation area n • No signs„ permits ;wires, P orotlier, attachments shall, be, protected • No equipment, including;passenger vehicles, shall be driven, parked, or stored .or repaired within designated�vegetation preservation areas PLEASE BE ADVISED- THAT MANY NATIVE . VEGETATION, DESTROXED OR, DAMAGED SHALL BE,MITIGATED.-AT,A�'RATIO.OF 4:l,(4,.INCHES`O.F.REPLANTING FOREACH INCH PLEASE NOTE: • THIS IS NOT AN AUTHORIZATION TO PLACE FILL ON OR RE -GRADE PROPERTY. • PLEASE CONTACT A PROFESSIONAL SURVEYOR TO DETERMINE IF YOUR PROPERTY IS AFFECTED BY OR LIES WITHIN A FLOODPLAIN. • THE APPLICANT SHALL KEEP THIS EXEMPTION POSTED ON -SITE AT ALL TIMES DURING LAND CLEARING. • THE PROPERTY OWNER AND/OR AGENT , SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE AND/OR FEDERAL PERMITS. Yvette frtw, �% ErH�o7hre7ta�Peaaaew �j{� St. Lucie County PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-2172. Project Name F f+.al;P. L I I..'' Street Address ,S 4 Jtn a Permit Number f-tr -R- 1y4%VOccupancvTvue Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion 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 wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 200LEdition with 20 0A Supplements and ASCE 7 2. Building Design is: Enclosed: )k Partially Enclosed: Open Building: 3. Mean Roof Height: Roof Pitch: '5 11-L Internal Pressure Coefficient: : } I 4. Width of End Zone: -s0 Wind Speed: 'J D (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 FBC Table 1604.5 6. Wind Exposure Classification: C. Adjustment Factor for Exposure&Height: 7. Components & Cladding Wind Pressure on Roof Zone 1'33�� 2'l"O 3 "7l'V PSF 8. Components & Cladding Wind Pressure on Wall Zone 4' 34, 9 5 - 012PSF 9. Components & Cladding wind Pressure on Overhead Garage Door - 3 5.5- PSF 10. Loads: F1oor2500 PSF Roof/dead iV PSF Roof/live 'i-D PSF 11. Shear Walls Considered for Structure? Yes -1y, No _ (if No, attach exp i ) M mm -0=� 0 12. Continuous Load Path provided? Yes � No _ (if No, attach explanatire, 13. Are Component and Cladding Details Provided? Yes � No _ (if No, attap tiu 14. Minimum Soil Bearing Pressure: is-00presumptive• .X By Test: -PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best ofmy knowledge and belief. Name: C Ci !� CC)eJ 11 FFr�i Cert#: /"fa rr.� 3�l g 7 Design Firm: l Oak, Date: SLCCDV Form # 020-00 Revised 5118/09 (CL) i o A 46L SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: SYSTEM TO BE USED ROOF SYSTEM REQUIRED SECTIONS OF THE PERMIT APPLICATION FORM ATTACHMENTS REQUIRED SEE LIST BELOW LOW SLOPE A,B,C 1,2,3,4,5,6,7, PRESCRIPTIVE BUR-RAS 150 A,B,C 4,5,6,7, ASPHALTIC SHINGLES A,B,D 1,2,4,5,6,7, CONCRETE OR CLAYnLE A,B,D,E 1,2,3,4,5,6,7, X METAL ROOFS A,B,D 1,2,3,4,54,7, WOOD SHINGLES AND SHAKES A,B,D 1,2,4,5,6,1, OTHER AS APPLICABLE 1,2,3,4,5,6,7, ATTACHMENTS REQUIRED: I. Fire Directory Listing Page 2. From Product Approval Front page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application Owners Notification for Roofing Considerations (Reroofing only) 7. 1 Any Required Roof Testing /Calculation Documentation a It ❑ Low slope Florida Building.Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. SECTION A (General Information) Master Permit No. Process No. Contractor's Name Job Address ROOF CATEGORY ❑ Mechanically Fastener Tile ❑ Mortar / Adhesive Set Tile ❑ Asphaltic Shingles X Metal Panel / Shingles ❑ Prescriptive BUR-RAS 150 X New Roof ❑ Reroofing ROOF TYPE ❑ Wood Shingles / Shakes ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Slope Roof Area(SF) 1500 Total (SF)1500 Section B (Roof Plan) Sketch Roof Plan: lliustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 1, '� Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Slope Application) Roof System Manufacturer: SOUTHEASTERN METAL. Notice of Acceptance Number: NOA 07-0815.06 Maximum Design Wind Pressures, if Applicable ( From RAS 127 or Calculations): 130 c P1: - 33.6 ssff P2: - 71psf P3: - 71 psf Maximum Design Pressure (From the Product Approval Specific System): -67.25 ZONE 1 Cad 16" O C AND 154.75 ZONE 2&3 (a 8" O.C. Steep Sloped Roof System Description Deck Type 5/8" PLYWOOD Roof Slope: Type Underlayment : 30 LB FELT 6 12 Insulation: N/A Fire Barrier: DENS DECK Ridge Ventilation? N/A Fastener Type & Spacing:TlN TAGS 16"OC PI AND8"OC IN P2 & P3 Mean Roof Height: 24' Adhesive Type: N/A Type Cap Sheet: N/A Roof Covering: 5 V Crimp # 9 hex head screw w/ seal 3/16" min Embed. PI & P2 16"o.c. & P3 8" o.c. Type & Size Drip Edge: 2.5" x 2.5" Ga1v:` 1 2007 FLORIDA BUILDING CODE- BUILDING 15.35 Permit Number: Lot Number: Miscellaneous: Address: Theinfomlation In this box Iffor administrative purposes only and is not pad of this engineedng review. Truss Fabricator: East Coast Truss Job Reference: #21626 - DIFRANCESCO - FROEBEL GARAGE - Robbins 6901 Parke EastB Tampa, Fl. 33610 Engineering, Ina (813)972-1135 Job Number Date 21626 09/28/2010 Engineering Index Sheet 10 A Professional Engineer's Seal affixed to this Index Sheet Indicates the acceptance of professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these Individual truss components for any structure is the responsibllty of the Building Designer, as defined in ANSI7TPI 1.95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained by East Coast Truss. Questions regarding this Index Sheet and/or the attached Specification Sheets may be dlrM AM Fae1 Cme1 Tn.ee G ... on6AMe v....r..,..,.o... ..._ . ,onm eras .0 oe ,e_a..___ n_n__ m.— Date Mark t 0927/10 A1H 5 091211/10 A55 9 09127/10 I -CJ3 Date Mark 2 0927110 A2 6 1 09/17110 I-HJ7 10 1 09/27110 1-CJ1 Standard Loadin T.C. Live 20 pa£ T.C. Dead 7 paf B.C. Live 0 pef B.C. Dead 5 pef Total 32 paf ANSI /ASCE 7-05 Main Wind Force Res. Sys. Wind Speed: 140 Mean Roof HL: 15 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load: 7.0 BC Dead Load: 6.0 Date Mark Date Mark Notes: Refer to Individual truss design drawings 3 1 09127110 I A3 4 09127I1D A4 for special loading conditions. 7 09127/10 -EJ71 6 1 09127110 1-CJ5 iGbbins Enghwarin9. Incionins Plus`e m 1996-2010 Veraion 26.0.009 Job 92e20101138[56AM Panel #21626 - DIFRANCESCO - FROEBEL GARAGE - Page: 1 21626A1H ((5r(3 � 2 2 1 HIPP (ZF% � Q�A Z�'S 2162 . 19916 2162 1996- 21626/ 2 1 HIPP A2 1.f-ziriQ 1076 986 I 1076 986 21626/ 2 1 HIPP A3 1076 986 1076 986 21626/ 2 1 HIPP A4 1075 986 1075 986 21626/ 11 1 SCIS ASS 1076 986 1 986 21626/ �PGK 4 1 MONO -HJ7 �r� �0 388 388 424 317 169 221 280 0 I Robbim Engineeeing,lmJOntine FIusTM 0199&2010 VCMIon 36.O.U09 Summery Pege Up0R Report Uete OMWIO Pege:l of I Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21626 AIH 1 2 HIPP 300000 5 2- 0- 0 #91626 - DIFRANCESCO - FROEBEL GARAGE - NO4-1 NO 4-1 TC12-0-01 7-0-0 1 16-0-0 1 7-0-0 T2-0-01 7.10 3x6 2x4 3x6 H R S T 7x10 C T 3x6 5 f K 3-3-1 4.4 >;3.6 4x4 3.8 3x8 A D J F Q S1 P Oi E G 2x4�3x6 3x6 6.64.8 3x6 '.3x6 2.4 W: 800 ;g, W: 800 R:2162 R:2162 U: 1996 U:1996 eC -0- 8 3 0 ALL PLATES ARE MT2020 Scale: 0.200" = 1' Online Plus -- Version 26.0.009 RUN DATE: 27-SEP-10 CHI -Size- ----Lumber---- TC 0.96 2x 4 SP-#2 -- 0.77 2x 6 SP-42 B -C BC 0.87 2x 6 SP42 WB 0.60 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 pef-Ld Dead Live TO 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TO Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=-1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 2162 1997 U 120 A D 2162 1997 U 120 R Jt Brg Size Required A 8.0" 2.6" D 8.0" 2.6'- LC# 1 Girder Loading Dux Fctrs - Lbr 1.25 Plt 1.25 plf - Dead Live* From To 'TC V 14 40 0.0' 30.W BC V 10 0 0.0' 30.0' TC V 18 50 7.0' 23.0' BC V 13 0 7.1' 22.9' BC V 168 280 7.1' CL-LB BC V 168 280 22.9' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC 14ambr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -K 0.81 4746 C 0.64 0.17 Robbins Engineering, Inc./Online Plus- K -B 0.96 4703 C 0.63 0.33 B -R 0.77 5770 C 0,57 0.20 R -S 0.74 6094 C 0.60 0.14 S -T 0.74 6094 C 0.60 0.14 T -C 0.77 5770 C 0.57 0.20 C -N 0.96 4703 C 0.63 0.33 N -D 0.81 4747 C 0.64 0.17 --------Bottom Chords --------- * -J 0.78 4368 T 0.58 0.20 J -F 0.78 4368 T 0.58 0.20 F -Q 0.69 4358 T 0.58 0.11 Q -S1 0.87 5770 T 0.77 0.10 S1-P 0.87 5770 T 0.77 0.10 P -0 0.87 5770 T 0.77 0.10 o -E 0.69 4358 T 0.58 0.11 E -G 0.78 4368 T 0.58 0.20 G -D 0.78 4368 T 0.58 0.20 J -K 0.06 192 T K -F 0.04 195 C F -B 0.16 503 T B -Q 0.60 1697 T Q -R 0.22 886 T R -P 0.13 397 T P -S 0.12 518 T P -T 0.13 397 T O -T 0.22 886 T O -C 0.60 1697 T E -C 0.16 503 T E -N 0.04 195 C G -N 0.06 192 T TL Defl -0.68" in Q -P L/508 LL Defl -0.36" in Q -P L/965 DL Defl -0.21" at P L/999 Shear // Grain in B -R 0.25 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.Ox 8.0 0.9 0.3 0.77 A MT20 4.Ox 4.0 0.6 0.3 0.79 B 14T20 7.0XIO.0-1.0 Ctr 0.90 C MT20 7.Ox10.0 1.0 Ctr 0.90 D MT20 3.Ox 8.0-0.9 0.3 0.77 D MT20 4.Ox 4.0-0.6 0.3 0.79 Q MT20 3.Ox 6.0-1.0 Ctr 0.84 SS MT20 6.Ox 6.0 Ctr 0.2 0.93 O MT20 3.Ox 6.0 1.0 Ctr 0.84 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 pef BC Dead Load : 3.0 psf Max comp. force 6094 Lbs Max tens. force 5770 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Corci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 H ICAUTION!!! READ "BCSI-51 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Robbins Englneenng, InolOnline Plus"' 0 1996-2010 Vemlon 26.0.009 Engineering-PoNelt 92aR01011:36:50 AM Page 1 . Job Mack Quan Type Span Pl-Hl Left OH Right OH Engineering 21626 A2 2 . HIPP 300000 5 2- 0- 0 2- 0- 0 #21626 - DIFRANCESCO - FROEBEL GARAGE - Ho 4-1 Ho 4-1 TC�2-0-01 9-0-0 I 12-0-0 I 9-0-0 12-0-0 5x8 2x4 5.8 B I C -T 2x4 2x4 5I -B J 4-1-1 4x6 4.6 A D F Sl G E 3x6 3x64xe 3x6 W:800 W:800 R:1076 R:1076 U: 986 U: 986 BC 1 30-0-0 ALL PLATES ARE MT2020 Scale: 0.200" =.1' Online Plus -- Version 26.0.009 RUN DATE: 27-SEP-10 CSI -Size- ----Lumber---- TC -0.55 2x 4 SP-#2 BC 0.74 2x 4 SP-#2 WB 0.32 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fr-1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 1076 987 U 159 R D 1076 987 U 159 R it Erg Size Required A 8.0" 1.5" D 8.0" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- .A -H 0.38 1984 C 0.24 0.14 H -B 0.35 1717 C 0.21 0.14 B -I 0.55 1912 T 0.25 0.30 I -C 0.55 1912 T 0.25 0.30 C -J 0.35 1717 C 0.21 0.14 J -D 0.38 1984 C 0.24 0.14 --------Bottom Chords--------- RobbinsEngineering, Inc./Online P1us- A -F 0.74. 1828 T 0.15 0.59 F -S1 0.56 1585 T 0.15 0.41 SI-G 0.35 1585 T 0.15 0.20 G -E 0.56 1585 T 0.15 0.41 E -D 0.74 1828 T 0.15 0.59 ------------- Webs ------------- H -F 0.11 385 T F -B 0.09 295 T B -G 0.32 395 C G -I 0.10 423 T G -C 0.32 395 C E -C 0.09 295 T E -J 0.11 385 T TL Defl -0.26" in F -G L/999 LL Defl 0.14" in A -F L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in B -I 0.23 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MT20 4.Ox 6.0 Ctr 0.1 0.60 D MT20 4.Ox 6.0 Ctr 0.1 0.60 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FEC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load-: 4.0 psE. BC Dead Load 3.0 psf Max comp. force 1984 Lbs Max tens. force 1912 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which. is used to calculate total. load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc./Online Plus^' ®1996-2010 Version 26.0.0W Engineering - Pc=it 929201011:36:50 AM Pagel Job Nark Quan Type Span Pl-Hl Left OH Right OH Engineering 21626 A3 1 2 HIPP 300000 5 2- 0- 0 2- 0- 0 I #,21626 - DIFRANCESCO - FROEBEL GARAGE - Be 4-1 HO 4-1 TC 2-0_01 11-0-0 1 8-0-0 1 11-0-0 �2-0-01 5xB Sx5 B C T2x4 2x4 5�-G H 4-11-1 4x6 4xfi A n F 3.6 Sl E 4x6 4.8 W:800 W:800 R:1076 R:1076 U: 986 U: 986 BC 0_0_ 5 30-0-0 ALL PLATES ARE M72020 Scale: 0.199" =1, Online Plus -- Version 26.0.009 RUN DATE: 27-SEP-10 CSI -Size- ----Lumber---- TC 0.62 2x -4 SP-02. BC 0.91 2x 4 SP-#2 -WB 0.22 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 One Continuous Lateral Brace B -E Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fh=1.15 Fc-1.10 Ft=1.10 BC Fb=1,10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1076 - 987 U 195 R D 1076 987 U 195 R ,Jt Erg Size Required A 8.0" 1.5" D 8.0" 1.5" Plus- 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and mid -panel -on BC Membr CSI P Lbs Axl-CSI-End ----------Top Chords --- ------- A -G 0.43 1929 C 0.24 0.19 G -B 0.47 1580 C 0.20 0.27 Rcbbins Engineering, Inc./Online Plus^ B -C 0.62 151.5 T 0:19 0.43 C -H 0.47 1581 C 0.20 0.27 H -D 0.43 1931 C 0.24 0.19 --------Bottom Chords --------- * -F 0.91 1783 T 0.15 0.76 F -SS 0.58 1458 T 0.12 0.46 S1-E 0.63 1458 T 0.13 0.50 E -D 0.91 1786 T 0.15 0.76 ------------- Webs ___________-_ G -F 0.22 494 T F -B 0.10 330 T H -E 0.07 209 T 1 Br E -C 0.08 330 T E -H 0.22 496 T TL Defl -0.49" in A -F L/703 LL Defl -0.29" in A -F L/999 DL Defl -0.12" at F L/999 Shear // Grain in B -C 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga. Gross Area Plate - MT8H 18 Ga. Gross Area Jt Type Plt Size X Y US A MT20 4.Ox 6.0 Ctr 0.1 0.59 D MT20 4.Ox 6.0 Ctr 0.1 0.59 S1 MT20 4.Ox 6.0 Ctr 0.2 0.53 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OR Loading Soffit psf 2.0 This truss has been designed for 20.0 Psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for SO psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf Max comp, force 1931 Lbs Max tens. force 1874 Lbs Connector Plate Fabrication Tolerance = 208 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, InclOnfine Plus"' 01999-2010 Version 26.0.009 Engineering - Ponreit 928201011:36:51 AM Page 1 . Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21 626 ASS 1 11 SCIS 300000 5 2- 0- 0 2- 0- o #.21626 - DIFRANCESCO - FROEBEL GARAGE - SO 4-1 HO 4-1 TO L2-0-0 1 15-0-0 1 15-0-0 2-0-0 5x5 8 T5F_ 3.6 3x6 4x6 G H 4x6 • 6-7-1 S2 '!* Si 3-7-OD '/)ke 4.8 A 2.4 J 2x4 4.8 C _J 3 M WM0 W : 800 R:1076 R:1075 U: 986 U: 986 HC 15- - 9 # ALL PLATES ARE MT2020 Scale: 0.200" = 1' Robbins Engineering, Inc./Online P1usTM Online Plus -- Version 26.0.009 S1-C 0.74 4032 C 0.47 0.27 RUN DATE: 28-SEP-10 --------Bottom Chords --------- A -F 0.66 3820 T 0.46 0.20 CHI -Size- ----Lumber---- F -D 0.66 3835 T 0.46 0.20 TC 0.84 2x 4 SP-#2 D -E 0.66 3835 T 0.46 0.20 HC 0.66 2x 6 SP-#2 E -C 0.66 3820 T 0.46 0.20 WB 0.87 2x 4 SP-#3 ------------- Webs ------------- F -G 0.06 19B T Brace truss as follows: G -D 0.87 132E T O.C. From To D -B 0.58 1830 T TO Cont. 0- 0- 0 30- 0- 0 D -H 0.87 1328 T HC Cont. 0- 0- 0 30- 0- 0 E -H 0.06 198 T psf-Ld Dead Live TL De£1 -0.89" in F -D L/385 TO 7.0 20.0 LL Defl -0.47" in F -D L/734 HC 5.0 0.0 DL Defl -0.28" at D L/999 TC+BC 12.0 20.0 Hz Disp LL DL TL Total 32.0 Spacing 24.0" it C 0.301. 0.27" 0.57" Lumber Duration Factor 1.25 Shear // Grain in S2-G 0.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 Plates for each ply each face. BC Fb=1.10 Fc=1.10 Ft-1.10 Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Total Load Reactions (Lbs) Plate - MTBH 18 Go, Gross Area at Down Uplift Boris- at Type Plt Size X Y JSI A 1076 987 U 269 R S2 MT20 4.Ox 6.0 0.1-0.2 0.89 C 1076 987 U 268 R S1 MT20 4.Ox 6.0-0.1-0.2 0.89 D MT20 7.Ox 8.0 Ctr-1.7 0.67 at erg Size Required A 8.0" 1.5e REFER TO ROBBINS EKG. GENERAL C 8.0" 1.5e NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points .and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -S2 0.74 4032 C 0.47 0.27 S2-G 0.84 3963 C 0.47 0.37 G -e 0.68 2867 C 0.31 0.37 B -H 0.68 2867 C 0.31 0.37 H -S1 0.84 3963 C 0.47 0.37 NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main, Wind -Force Resistance System. Wind Speed: 146 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 3.0 psf; Max comp. force 4032 Lbs., Max tens. force 3835 Lbs: Connector Plate Fabrication_.. Tolerance = 208 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 IIICAUTION111 HEAD "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins EnglneeMg,Inc./OMne Plus- 01996-2010Verson 26.0.009 Engineering- Pomsll 9/211=011:36:52AM Pagel Job Mark QUID Type Span PI -HI Left OH Right OR Engineering 21626 1 -HJ7 4 MONO 91013 3.536 2- 9-15 0 #21626 - DIFRANCESCO - FROEBEL GARAGE - HO 3-13 SO 3-2-13 Tel 2-9-1.5 9-10-13 I 2.4 B T 2-16d toenails 2x4 3.536 F D 13 3x3 A 3-16d toenails C 3x3 W:1105 R: 388 U: 424 Bel 9-10-13 ALL PLATES ARE MT2020 Scale: 0.428" = 1' Online Plus -- Version 26.0.009 RUN DATE: 27-SEP-10 CSI -Size- ----Lumber---- TC 0.52 2x 4 SP-#2 BC 0.83 2x 4 SP-#2 WE 0.25 2x 4 SP-#3 Brace .truss as follows: O.C. From To TO Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 psf-Ld Dead Live TO 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TO Fb=1.00 Fc=1.00 Ft=1.00 BC Fb-1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 389 424 U 96 R C 317 169 U B 222 281 U 252 R .Jt Erg Size Required A 11.3" 1.5" C 3.5" 1.5" B 1.5" 1.5" LC# 1 Girder Loading Dur Fctrs - Lbr 1.25 Plt 1.25 plf - Dead Live* From To TO V 14 40 0.0, 9.9' SC V 10 0 0.01 9.9' TO V -14 -40 0.0' 16 45" 9.9' BC V -10 0 0.0' 11 0 9.9' Robbins Engineering, Inc./Online Plus - Plus 1 DL Load Case(a) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Pointe and Mid -panel on BC Membr CSI P Lbs AX1-CSI-Bnd ----------Top Chords ---------- * -D 0.52 553 C 0.00 0.52 D -B 0.37 149 T 0.00 0.37 --------Bottom Chords --------- A -C 0.83 571 C 0.06 0.77 D -C 0.25 683 T C -B 0.05 0 T WindLd TL Defl -0.35" in A -C L/297 LL Defl -0.23" in A -C L/449 DL Defl 0.00" at L/999 Shear // Grain in D -B 0.25 Plates for each ply each face. Plate - MT20 20 Ga, Grose Area Plate - RES 20 Ga. Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X. Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of too -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES:. Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Girder King Jack Plus 5 Wind Load Cases) Loading TC and BC Plus 1 DEC LL Load Case(s) Setback 7- 0- 0 Robbins Englneedng,lne./OnMe Plus- 01996.2010 Version 26.0.009 EngNeedng- Pomal 928R01011:36:52 AM Pagel ON Loading Soffit psf 2.0 Design checked for 10 pef non - concurrent LL on SC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 pef Max comp. force 575 Lbs Max tens. force 683 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTION!!1 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job . Mark Quan Type Span PI-Hl Left OH Right OH Engineering 21626 _CJS 1 8 ENDJO 50000 5 2- 0- 0 0 #21626 - DIFRANCESCO - FROEBEL GARAGE - 80 4-1 80 2-5-1 TCI 2-0-0 5-0-0 1 2-16d toenails 5 2-5-1 2x4 A 2-16d toenails W:800- R: 280 U: 264 8C 5-0-0 ALL PLATES ARE W2020 Scale: 0.661"= 1' Online Plus -- Version 26.0.009 . RUN DATE: 27-SEP-10 CHI -Size- ----Lumber---- TC 0.21 2x.4 SP-#2 -BC 0.39 2s, 4 SP.-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 psf-Ld Dead Live TC, 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC'Ph-1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 280 264 U 149 R C 226 15 U 8 117 165 U 102 R Jt Erg Size Required A -8.0" 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 ,Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CHI P Lbs Axl-CSl-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online Plus" A -B 0.21 70 C 0.00 0.21 --------Bottom Chords--------- A -C 0.39 0 T 0.00 0.39 TL Defl -0.03" in A -C L/999 LL Defl -0.02" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.18 Plates for each ply each face. Plate - MT20 20 Ga. Gross Area Plate - RHS 20 Ga. Gross Area Plate - 14TBH 18 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OR Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf Max comp. force 70 Lbs Max tens. force 63 Liss Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Welicraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 1!!CAUTION!ll READ "ECSI-E1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 8 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc/Online Pms" a 1996.2010 Venlon26.0.009 Engineedng- Ponra11 g26201011:3a53AM Pagel Job Nark Quan Type Span PS-HS Left OH Right OH Engineering - 21626 -C13 6 ENDJO 30000 5 2- 0- 0 0 #21626 - DIFRANCESCO - FROEBEL GARAGE - SO 4-1 SO 1-7-1 TCI 2-0-0 3-0-0 T5� 2-16d toenails 1-7-1 2.4 A FM> 2-16d toenails vg W:B00 R: 218 U: 222 ea 3-0-0 ALL PLATES ARE M72020 Scale: 0.659" = 1' Online Plus -- Version 26.0.009 RUN DATE: 27-SEP-10 CHI -Size- ----Lumber---- TC. 0.10 2x 4 SP-#2 BC 0.19 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- BC Cont. 0- 0- 0 3- 0- psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 FC=1.10 Ft=1.10 BC Fb=1.10 Fc=-1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Noriz- A 219 223 U B8 R C 215 9 U e 67 97 U 60 R Jt erg Size Required A 8.0" 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(e) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bad ----------Top Chords---------- RobbinsEngineering, Inc./Online Plus" A -B 0.10 41 C 0.00 0.10 --------Bottom Chords --------- A -C 0.19 0 T 0.00 0.19 TL Defl -0.01" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS EKG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the H.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf Max comp. force 41 Lbe Max tens. force 38 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES:' 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 190B NW 112 AVE. CORAL SPRINGS, FL 33071 !! ICAUTION! 1 1 READ "SCSI-H1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Robbins Engineering,Inc/Online PNsw Olg&2010Venion26.O.009Engineenng-Panmil 92a207011:35:53AM Pagel Job Merk Quan Type Span Pi -Hi Left OH Right OH Engineering ' '21626 1 -CJI 1 8 ENDJO 10000 5 2- 0- 0 0 -#21626 - DIFRANCESCO - FROEBEL GARAGE - HO 4-1 SO 9-1 TC1 2-0-0 1-0-0 1 5 C T4 2-16d toenails 9-1 A .T 2-16d toenails rig_-fr p"i:. ' W:800 R: 145 U: 159 1-0-0 ALL PLATES ARE MT2020 Scale: 0.980" = 1' Online Plus -- version 26.0.009 RUN DATE: 27-SEP-10 CSI -Size- ----Lumber---- TC 0.03 2x 4 SP-#2 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 psf-Ld Dead Live TC 7.0 20_0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 146 160 U 27 R B 65 31 U C 206 10 U 19 R it Brg Size Required A 3.5" 1.5" B 1.5" 1.5" C 1.5" 1.5" Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NOnCOncurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC M[embr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online Plus^ A -B 0.03 23 T 0.00 0.03 --------Bottom Chords --------- A -C 0.04 18 T 0.00 0.04 TL De£1 0.00" in F -D L/999 LL Defl 0.00" in F -D L/999 DL Dafl 0.00" at L/999 Shear // Grain in C -C 0.09 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Plate - 14TOR 18 Ga. Gross Area it Type Pit Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured. by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 ON Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 pef non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 3.0 psf Max comp. force 12 Lbs Max tens. force 23 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTIONIII READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Englneedng, InclOnline Plus'"01996.2010 Version 26.0.009 Engineeing- Ponmil 92s201011:38:53 AM Pagel