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Home My WebLink AboutSUBMITTED PAPERSI-" ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED U Date: 4 w 5 Permit Number: I RECEIVED APR 10 205 scArvNE® Building Permit_ Application BY st Planning and Development Services ,_ %a 1 Lucie count y Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 , Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address:) 5 J l O n"Jc" Legal Description:"Zr� > Kkvex LA-mi 77 Propert I Tax ID #: �� 2 6cfg c�- 3fa f D0071 Lot No. Site Planl Name: I nr-.�� ® jA I Block No. Project Name: bt n at� Setbacks Front Back: 3 �'�' Right Side: LeftSide: Z(D DETAILED DESCRIP ON OF WORK: M s rr b rf_A dcl -LF-� o �fitti. w t b Iti, 3 7 I CONSTRUCTION INFORMATION: Addltl'g-na w�rk to ffforme un er t is permit — c ec a app y: ❑Gas Windows/Doors HVAC Gas Tank Piping _Shutters I Sprinklers Generator _iElectric Plumbing _Roof Total 5q. Ft of Construction: S . Ft. of First Floor: 0 Cost If Construction: $ ��D UtilitiesCnSewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name za h 17 Name: Add ress%��0'n %7r'rye Company„ l �Y%7Q5 Address: . 130 �' City: State: it Zip CodeTcI,eTZ Fax: City: ePCP/ State: Phone No. '��Z� (9�t Fax: Zip Code'7'J�I rc-� Phone No. E-Ma, Fill iln fee simple Title Holder on next page (if different E-Mail: A GOl"f from the Owner listed above) State or County License: If v lue of construction is $2500 or more, a RECORDED Notice of o?o? Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: INEER: _ Not Applicab Name: n Address:) d City: State: L Zip: e � �2 Phone: '912. G titinq MORTGAGE COMPANY: /Not Applicable Name: Address: City: State: Zip: Phone: FEE SIMILE TITLE HOLDER: 4 Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address:) Address: City: City: Zip: Phone: Zip: Phone: I certify 1 St. Lucie 1 which is i structure no work or installation has commenced prior to the issuance of a permit. yy makes no representation that is granting a permit will authorize the permit holder to build the subject structure flict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such se 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 commencfrLq work or recording your Notice of Commencement. _ Signa ure of Owner/ Lessee gent Sign of Co�it�actor License Holder STAT t FLORIDA STATE OF FLORIDA COUNTY OF �zR��P� COUNTY OF 9f The fo I going instr ent was cknowledged re me The forgoing instrument was acknowledged bb re me rg g � this day of�s`Y'�=+ L , 20 �.t) by this � day of � ZO f _�Jby M3 S (Name of person acknowledging) (Name of person acknowledging) iL (Signature of Notary Public- State of FIori'*t,'659 (Signature of Notary ublic- State ofFlo ko �� 0,6 , PPS 12 , {fin Personally Known OR PG��a' i� ion Persohally Known OR Pr i j Type of Identification Produced—, uri OV�a o Type of Identificatio oP�.rmd�c* Com I fission No. _ ' a PO (Seal) (Seal) Commission No. o �pPaea (Seal) STcr ATE0, STATE pF�' _ 07/15/2014 RE I I IEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DAIE COMPLETE �J i INITIALS I 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. if area treated: c� Chemicals used: �1 Square �r� feet , Percentage of solution: _ ��/^ Total gallons used: 14 — Date of Treatment: -/-/ _ Time of Treatment: /D% ® `l> Slab Footing 1d Treatment --JO-Ist Treatment C m Re -Treat Re -Treat Z d riveway Pools f Is'Treatment 1st Treatment r Re -Treat Re -Treat N Other Perimeter f4Finalspe illTreatment Re-TreatSign reinator Note. There must be a completed form for each required treatment or re -treatment and this form most be on the job time each inspection or the scheduled inspection w111 fail and a -re-inspection site to be picked up by the inspector at of fee charged. i FBClb4.2.6 Certificate of Protective Treatment for prevention of termites A weather resisfantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy fnr the person the permit is issued to and another copy for the bullding permit files The Treatment Certi#ate shall provide the product used, identity of the applicator, time and date of the treatment, site /oration, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final bullding approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. PERMIT # I I ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division —� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 8628 I CFC057526 State of Florida Certification Number (If applicable): Aqua Dimensions Plumbing Services, Inc. have agreed to be the Plumbi For the )any Name/Individual Name) Sub -contractor for A a s Co Yl S+A c 1. t of Trade) rr` (Primary Contractor) ct located at 5-cm �OL L (- , i `e C C -10J (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 I will immediately advise the Building and Zoning Department of St. Lucie County by filing a -of'Sub-contractor notice. (Form: SLCCDV (No. 004-00) QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address : 165 SW Macedo Blvd City/St�te/Zip: Port St. Lucie, FI 34984 Phone: 772-344-8433 email: aquadimensions@netzero.com Robert Ludlum " 2U A " PRINT NAME DATE STATI OF FLORIDA, COUNTY OF St. Lucie I � THE tE GOING IN RUMENT WAS SIGNED BEFORE ME THIS n IX�hDAY OF , 20 I� BY WHO IS PERSONALLY KNOWNX OR HAS PRO UCED AS IDENTIFICATION. Rhonda Lafferty (sTAIvIP) .TURE OF NNARY PUBLIC PRINT NAME OF NOTARY PUBLIC IS:..08/06/2014 :a°`4 Ye�BLc- F+IHONDA L.Afr''C=ERTY � MY COMMISSION # EE854297 EXPIRES January 08, 2017 (407y 398.0153 FlondallotaryServicexam St. State For It is proj MIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division - — - BUILDING PERMIT SUB -CONTRACTOR AGREEMENT County Contractor Certification Number: 2 lorida Certification Number (If applicable): 1 / i00 A ry have agreed to be the ,Company-Name/Individual Name) �/_0(1)hr? (Type of Tra Sub -contractor for H - / M7 (?J LJQO }E /%�,P M (Primary Contractor) project located at Z / Q N� 10--) 10'2� 6L (Project Street Address or Property Tax ID #) that, if there is any change of status regarding our participation with the above mentioned I will immediately advise the Building and Zoning Department of St. Lucie County by filing a of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NO' ARIZED SIGNATURES ARE REQUIRED Bus* less Name: 04 fd« / oeoD Address: lb D 1 Ls-e "F. NET G��C Circe/gate/7.i,,. n T _ ::w (3,r 2_ email: k0r, QC( Pj e IATURE PRINT NAME STATE OF FLORIDA, COUNTY OF _S7 J_UCXe- 12, 1�5-> 3-/s DATE THE FOREGOINGG INSTRUMENT WAS SIGNED BEFORE ME THIS J&- DAY OF ellq y , 20is- BY �•WHO IS PERSONALLY KNOWN OR HAS SIGNAURE OF NOTARY I SLI PDS: 08/06/2014 AS IDENTIFICATION. (STAMP) PRINT NAME OF NOTARY PUBLIC DENISE LEMAY MY COMMISSION 1 EE 870742 * EXPIRES: March 23, 2017 �jgTf OF ROP�o Bonded Thru Budget Notary Services o IPLANNING &. DEVMOPMEN -=VICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 MRGMA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT" I, the undersigned, am the owner of the following described property, �►v ;.�'Lo Id#/Leg,d for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number 13 a 4 -4� a o-'1 , 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. _ ni,�i n t an Property Owmrr N ame. (News. hint) � ,/. Property Owner Signature Date r STATE OF FLOMA, COUNTY OF�� ACKNOWLEDGED-BEFORETHIS IIf DAY OF t, Pi2 i L . 20_L�L BY 1. VMO IS PERSONALLY KNOWN TO W V""OR WHO HAS �. - -- 7 _ n/J- J_ CONWSSIONNUMBER SLCPDSD Revised 09/24/2010 . yam; �� W��f 4 ««�� e�9awiRuw« /� � � � }� wwn Du»,\, m J a $ ):\� j z 2wmtemm m..,�, i\��\2 22a»:\\/� �� _�� JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4045739 OR BOOK �-, PAGE 113, Recorded 03/05/2015 at l°' >0 AM Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No. - 12 (_c>T D 3 GI 604zl -j The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. L(Dgsalption (e Prope nd reef address if available): Lsta eg U r, r 4- D 7 (5(IC So Cof (3 6a�v P�/� l�ri ve, General description of improvement: /y_ o v ) Wu crov t rTncam, CM Owner information or lJrfarmation if the Lessee contracted for the improvement: Name Address 5"Z✓O_ iv ✓� Ur iCG' Interest in property: e!+W_'X lfss/aFZAc � Name and address of fee simple titleholder (if different from Owner listed above): Contractors Name: /!_ „'��5 GonSt Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates4191tvc,%1 ��O�r/�s of// �'/crams 1/ � to receive a copy of the Uenoes Notice as provided in Section 713.13(1) (b), lorid Stat es. Phone number of person or entity designated by owner. ( .2 ) .6- S'� (o/ Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) 71AX.7UNG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMIENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR :".730'r=;.SPJTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC1`1011- IFYOU 1NTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORJt":GYOL R r:OTiCE OF COMMENCEMENT. Under pe :=i:y_ :e: jur y, i dedare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of 7.-.ec5-e and be"af. o 1. n yn. �1114w (Sigrarere eDxner or%,ee, cr Cmners or Lessee's Authorized Officer/Director/Partner/Manager 6� nnu w)raj- (Signatory's Titie/Office) The foregoing instruments was acknowledged before me this day of 2(1/_.7 By. L f 5A f0LN as for SE/F Name of Person Type of authority (e.g. officer, t &g Party on behalf of whom instrument was executed &0 WEFlter EEt%1t3 Q'7J A , =''PY 9Yg4� vl;A,&%*1 'gosm011y known_Xor produced Identification_ (' at ep No ryP c-Statte/Iof�Florida) �W + EXy1P�e�tµwNO 5�8 (Print, Type, or Stamp Commissioned Name of Notary Public)' ea Type of Identification produced 4"rV_t STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COP OF THE ORIG AL. .SMITH, VAN HE Date: Property Card Property Identification Site Address. 5210 PALM DR Parcel ID: 3402-608-0361-000-7 Sec/Town/R Inge: 02/36S/40E Account #: 37446 Map ID: 34/g2S Use Type: 0100 Zoning: RS-4 Jurisdiction: Saint Lucie County I Owner i hip Lisa M Quinlan Elaine M Wdllman 5210 Palm Dr Fort Pierce, L 34982-0000 _ == Legal Description - =_ INDIAN RIVER ESTATES -UNIT 07- BLK 50 LOT 13 (MAP 34/02S) (OR 3549-2586) Curre t Values — _ - — — — -- Just/Market Value: $47,900 Assessed Value: $47,900 Exemption $0 Areas Is: Taxable Value: $47,900 Total Taxes for parcel: SLC Tax Collector's Office © Finished/Under Air (SF): 1,221 Phis Gross Area (SF): 1,479 Land Size (acres): 0.23 Land Size (SF): 10,000 Building Information (1 of 1) Finished Area: 1,221 SF Gross Total Area: 1,479 SF Exterior Data VilIew; Roof Cover: Fibrglss Shg Roof Structure: Gable B�Yildi'ng Type: HC Year Built: 1977 Frame: Grade: C Effective Year: 1995 Primary Wall: Wood/Sheath Stlory Height: 1 Story No. Units: 1 Secondary Wall: Interior Data Bedrooms: 2 Electric: MAXIMUM Primary Int Wall: F� ll Baths: I Heat Type: FrcdHotAir Avg Hgt/Floor: 0 Half Baths: 1 Heat Fuel: ELEC Primary Floors: Tile -Ceramic A/C %: 100% I Heated %: 100% Sprinkled %: 0% Land Information 0 Page 1 of 3 i http://www.pasle.org/RECard/ 3/12/2015 Property Card � ` J — Page 2 of 3 Sequence Number Number/Type of Depth for Front Feet Units 1 80 Front Ft 125 I I Special Features and Yard Items Type Qty Units Year Bit Driv-Concret 1 200 1977 UTILITY AVG 1 80 1999 Permits Number Date Description Amount C1207-0168 Aug 16, 2012 Plumbing $0 C1406-0327 Jul 17, 2014 Window $0 replacement Notice: This does not necessarily represent all the permits for this property. Click the following link to check for additional permit data in Saint Lucie County Sale History Date Book/Page Sale Deed Grantor Code Jul 9, 2013 3549 / 2586 0001 WD Peddicord (BTIT) Patricia Jun'25, 2012 3412 / 2049 0112 SP Deutsche Bank NA TR Co (TR), Feb 6, 2012 3362 / 0276 0112 CT Flecha Roberto R Feb 27, 2006 2495 / 2290 00 WD McGill,Shalonda Aug 17, 2005 2340 / 1812 00 WD Fay,Jason T Apt 7, 2005 2213 / 0186 01 OA Fay (EST),James J T Oct 19„ 1998 1179 / 2353 00 WD Joseph Davis May 14, 1990 0694 / 2136 00 DE SECRETARY OF VETERANS AFFAIRS Oct 5, 1989 0661 / 1330 01 CT Eddie R Tracy Jury 1, 1987 0545 / 0052 00 CV Apr 1, 1977 0266 / 2701 01 CV Current Values Breakdown Building: $40,200 Land: $7,700 I Just/Market: $47,900 Ag �redit: $0 Mkt/Asmnt Differential: $0 Assessed: $47,900 Exemption(s): $0 Fee $0 $0 Price $61,600 $27,800 $100 $163,800 $125,000 $0 $52,000 $45,000 $0 $44,000 $2,500 Current Year Values Current Year Exemption Value Breakdown Tax Grant Code Description Year Year Amount Taxable: $47,900 1 i Current Year Special Assessment Breakdown Start Year AssessCode Units Description Amount I 2009 2009 12 County Solid Waste $252.06 1 2010 9014 1 Indian River Estates Street Lights $9.64 This does not necessarily represent the total Special Assessements that could be charged against this property. The total amount charged for special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collector's Office ©. I Historical Values I Year Just/Market Assessed Exemptions Taxable 2014 $47,900 $47,900 $0 2013 $33,500 $33,500 $25,000 $47,900 $8,500 2012 $33,400 $33,400 $0 $33,400 This information is believed to be correct at this time but it is subject to change and is not warranted. http://WWW.paslc.org/RECard/ 3/12/2015 RECEI°:Iii APR 10 L095 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division J Name) ect located at BUILDING PERMIT SUB -CONTRACTOR SUMMARY - . &Will be using the following sub -contractors for the (Street address or Property Tax is understood that if there is any change of status regarding the participation of any of the sub -contractors ted below, I will immediately advise the Building and Zoning Department of St. Lucie County. i Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Wrt C / 30S Plumbing 41 i S cgnc_��Z�S�� HVAC/ (�' �� (SOA 117 5 33 18! 8sv Mechanical 51-4R S r 5 Roofing Gas -% U1!`Ti TTCTi nNi .V PERMIT ISSUE DATE: NUMBER: - T I Revised 07/29/2014 RECEIVED APR 10 2015"_ � IT # I I ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERN T SUB -CONTRACTOR AGREEMENT St. Lucie) County Contractor Certification Number: State of Florida Certification Number (If applicable): t 1 have agreed to be the I. (Com any Name/Individual Name) �y { Sub -contractor for (Type of Trade) ' (Primary Contractor) For the project located at �521 O 't (� 06 ' br - (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I, will immediately advise the Building and Zoning Department of St. Lucie County by filing a I Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) I BUSINESSQUALIFIER (Name of the Individual shown on the Contractor's License) NOTED SIGNATURES ARE REQUIRED Business Name: t 71f \�� I�+► �—,D_ Address: L) U ' - City/Mate/Zip: �' i 1 of c-e, T 1 J4 9 RZ Phone: Z—(O"la- O email: �C (SQl bn� vQo ka,. • C � Rl 3�lwk 15' PRINT NAME DATE STATE OF FLORIDA, COUNTY OF �• li C .4 e THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS �_ DAY OF C( 20J S 1 BY RidaaxA L&)_&_AAgjCcde, WHO IS PERSONALLY KNOWN OR HAS DD I tirTr�n AS IDENTIFICATION. w\ • (STAMP) 1 �4 Ow' b % K1 ?°��a::��.� HOLLY NICOLE KUUNSIQ OF NOTARY PUBLIC PST NA OF NOTARY PUBLIC * MY COMMISSION M FF 142732 EXPIRES: August 5, 2018 :08/06/2014 �'+r�oF��°F BondedThnBudgaNotary Seftee REFEP ' ~D APR 10 201 5 PERMIT # St. Lucie State of For the ISSUE DATE PLANNING & DEVELOPMENT SERVICES - - Building &Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT `.y Contractor Certification Number: 9Yy Certification Number (If applicable): G .J too CJ i &,644.�Ir have agreed to be the )any avie/Indio' ual Name) Sub -contractor forx,�a f e of Trade) n A (Primary Contractor) ect located at %J p� l (� (Project Street Address or Pro-PeOly Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project I will immediately advise the Building and Zoning Department of St. Lucie County by filing a i I Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNA Name: Phone: SIGK#fLTRF, V PRINT NAME DATE STATE OF FLORIDA, COUNTY OF _5t GkAkzer THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS t( DAY OF 0'_JCkA-C.J , 2a S— BY I! `V (�r c-�� WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. ICK �pyEpIrLPA 121653 (STAMP) � : MY COMMISSIO us124, 2015 Services SIGNAT OF N TARY PUBLIC PRINT NAME OF N a P 110,4 t o q � sr,�t p4 SLCPDS: 08/06/2014 eor r� I RECEI V D I PERMIT # ISSUE DATE I PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): i ;ompany N�}ne/Individual Name) (�. of Trade) 117fq have agreed to be the Sub -contractor for A' t �Za AtA-J Co P S Lr c•ei (Primary Contractor) For the pproject located at S-Z 1O /W py 1� rlaev P--F, 6rLLe (Project Street Address or Property Tax ID #) It is un I erstood that, if there is any change of status regarding our participation with the above mentioned project; I will immediately advise the Building and Zoning Department of St. Lucie County by filing a of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: �� 1'`� J o n F,L-V?Lt C7- Addres I: i so ww i f City/State/Zip: Z7yy p1" y&/� �V Phone: °7 ? 2 -7 � -- L 4 )1 email: ,j-Af if �I� � �l cJ � /" v'f 64 J z _lvs PRINT NAME DATE V STATE OF FLORIDA, COUNTY OF -L-5V L\KCA_k,1 THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF V")_iCXyt �' ` -, 20 _ l BY Akk �c,�Q�c�— WHO IS PERSONALLY KNOWN _ OR HAS PRODUCED AS IDENTIFICATION. p4 1 tPR:.:�Btic F pMM�SN SSA22015 _Ey,PIRES gud40 5 aN'$eNicez (STAMP) * � andedShN SIGNAT OF NOT Y PUBLIC PRINT NAME OF NOTAR q► IC SLCPDS: 08/06/2014 I 4/8/2015 Florida Power & Light Account j 0813189537 Select Another Account 17 Hello Lisa Quinlan, €=1�LI Your account has a zero balance. My BillI as of Mar,12, 2015 Select Another Accoun LISA QurNLAN 5210 PALM DR # L13 FORT PIERCE, FL 34982�� APn p W��S Service Date Feb 12. 2015 - Mar 12, 2015 28 d F • Amount of your last bill $90.61 Payment received - Thank you -$90.61 electric service Irate >> New Charges due by Apr 2, 2015 $105.74 **The electric service amount includes the following charges: Rate: RS-1 RESIDENTIAL SERVICE Customer $7 57 Total new charges 915.14 charge: Non -fuel: $51.58 (First 1000 kWh at Electricity 86.83 ■ k $0.057690) Customer charge 7.57 (Over 1000 kWh at Non -fuel 51.58 $0.068510) Fuel 27.6E Fuel: $27.68 (First 1000 ktvh at $0.0360) Taxes and charges 8.31 (Over 00D kWh at (Over Storm charge 1.26 Gross receipts tax 2.26 Franchise charge 4.79 Billing for Services and Products 10.60 FPLES Surgeshleld program 9.95 Sales tax 0.60 Discretionary sales surtax 0.05 -For program ??, please call 1-888-NO SURGE. Statement balance as of Mar 12, 2015 1 $105.74 DO NOT PAY. Thank you for using FPL Automatic Bill Pay@. The amount due on your account will be drafted automatically on or after Mar 23, 2015. Compared to last month, you spent $13.13 more Compiarisons Meter reading -Meter Mar 12 28 days 894.kWh 32 kWh/day. $95.14 ACD57I Feb 12 30 days 743 kWh 25 kWh/day $80.01 Next meter,reading Apr 13J 2015 Compared to Mar of last year, you spent $4.04 more 2015 28 days 894 kWh 32 k1Vh/day $95.14 2014 28 days 850 kWh 30 kWh/day $91.10 Energy Usage RFCEV'7D APR 10 2015 Weekday Usage ra weekend Usage • - Avg. High Temp .x, Missing Data U Sefm RF 12.X25U.WAC.Iz_ 1; YMRC NL AnMrAd.1y-je-15 (11L.W) $ 1 A7F MIS RV 112 AJ8=5 Bank of', ,1lca I Online Banking I Accounts I Account Details I A= )XVity Bain of Amedca ,4 01iline Bariking Regular Savings - 1230: Account Activity Transaction Details Post date: 03/23/2015 Amount:-105.74 Type: Other payment Description: FPL DIRECT DEBIT DES: ELEC PYMT ID:XXXXX89537 PPDA INDN:LISA QUINLAN CO ID:XXXXX47775 PPD 1/1 418/2015 Bank of Ica I Online Banking I Accounts I Account Details I Acce' �fflxdy I ' BankofAmerica o Regular Savings - 1230: Account Activity Transaction Details Online Banking Post date: 02/23/2015 Amount: -90.61 Type: Other payment Description: FPL DIRECT DEBIT DES: ELEC PYMT ID:XXXXX89537 PPDA INDN:LISA QUINLAN CO ID:XXXXX47775 PPD 1/1 I _ ST! LUCIE COUNTY UTIL. 2300 VIRGINIA AVE PO�BOX 728 FORT PIERCE FL 34954-0728 r � 1 RECEIVED APR 1� 2015 Illl�it�tlllut'll��l�l��lll�ll"��Illlnllltlt�t�lnitl�tllllllt LISA QUINLAN 5210 PALM DR FORTI PIERCE FL 34982-3891 14646-4571 2/16/15 57.34 AMOUNT ENCLOSED DO NOT SEND CASH THROUGH THE MAIL NCU3 I'Illl��lltl�t�llll�'I'I1Il1llltlt11tllill11Kill lll1llt1lt1lt1ltl ST. LUCIE COUNTY UTILITIES 2300 VIRGINIA AVE PO BOX 728 FORT PIERCE FL 34954-0728 .. _ I - ----- - - - — - - - . . - - —. _ -_.- - ----....... - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- PLEASE TEAR HERE AND RETURN TOP PORTION OF BILL WITH YOUR PAYMENT MAKE�CHECKS PAYABLE IN U.S. FUNDS TO: SST. LUCIE COUNTY UTILITIES LISA QUINLAN 2300 VIRGINIA AVE 5210 PALM DR PO BOX 728 FORT PIERCE FL 34982-3891. FORT PIERCE FL 34954-0728 I IND 14646-4571 I 5210 PALM DR 1/27/15 2/16/15 �. � i ire ..�.8W,h4. aEx�i, aa.,� -.v�::.ntr,�v�:::aV�v.-v [:. a . :�:+e :� ;a. ,,. t��lF^!•v�R +�t1Yi�,9V,./A.r,�.... 4053 1 RWTA 12/22/14 1 1/26/15 1 351 11121 10741 38 ®' PREVIOUS BILL AMOUNT 60.64 ONE ` EA� AGO PAYMENTS/CREDITS PASTDUE WATER CHARGE 50.00CR 10.64 32.30 2p -BILL CHARGE--------------------- LATE CHARGES LATE CHARGES �- 2-4-0-- 6.00 6.00 LAST M LAST MTH 25 Total New Charges 46.70. LAST YEA AVG. 04z FOR CUSTOMER SERVICE, CALL 772-462-1151 - 57.34 Mar, 1�. 1 1Ulh 1:U9FM No, 0111 N. 1 View Bill' View Bill Page 1 of 1 I ST. LUCIIt COUNTY UTILITIES 23001VIRGINIA AVE PO k0E 129 WRh1 PItRCIS M 34954-0728 LISA QUIN " 5210I PAI14 DR FORT PIERCE VL 34982-3891 RECEP-'7D A 0 315 ACCOUNT NUMBER 14946-4571 DUB DATE 3/13/15 Print bill 91;03 AMOUNT HNCLosgO Email bill to you In PDF format ITCU3 UO NOY SEND CASH THROUGH THE MAIL ST. LVCI6 COUNTY UTILITIES 2300 VIRGINIA AV% PO BOX 728 FORT VZOME! VL 34954-0728 — — — — 00000910300--..--,----------_.----^•-^------------r— OLE'AS9 TETETEAR HERE AND RETURN TOP PORTION OF sILL WITH YOUR PAYMENT, MAKE NECKS PAYABLE IN U.S, FUNDS TO., ST. �LVCTE COY TY UTILITIES LIRA QUYNLAN 2300iVIRGINIA AVE 5210 PALM DR PO TiO)t 729 FORT PIERCE FL 34982-3991 FORTI PIERCE ETZ 34954-0729 1464674571 5210 PALM DR 2/2-4/15 3/15/15 I METER•NUDMBKR COA5 LA55' p� C . UBAQE O R 4053 RWTR 1/26/15 2/23/15 20 1112 35 I i I 1 1 1147 PREVIOUS•BILL A14OURV 57.34 PAYOM14T9 /C.REDITS . 00 ONE YEAH AGO PASTDUE 57.34 iFATER CHARGE 31,29 25 BILY. CRARGE 2.4 . Total New Chazgev 33.69 LAST jMONTH 38 LAST YEAR AVG. ,�.......... ..... ....._.......- <,_:Ii_-- __, ot.. S l �: 1.:_1 <7 :o .�� :,r— +T.�1�..D....T..—+-1A4AF 1/1)cM/11K Mar, 2�, 1 201� 2:U9vM I No. U211 V. 2 13/2512015 02:13 pm Lucie County Utilities - -Page: 1 of 1 Ledger Detail and Balance for Account;14646-4671 From;11125/2014 To: 3/26/2016 i1JIIry2,pb1:r_uL1 ledger 5210 PALM( DR FORT PIERCE, I=L 34962 Bill Date Trans pate Description Trans Amt Pymnt Date Amt Applled 0$12612016 03/24/2015 BILL CHARGE 2.40 03125/2015 03/24/2015 WATER CHARGE 33.64 03/25/2016 '03/05/2015 CREDIT CARD CONV. FEE 2.25 03106/2015 $2.25 03/25/2015 03/05/2015 Payment VISA 99.28 03/25/2015 '02/2612015 LATE CHARGES 6.00 03/06/2016 $6.00 02/24/2015 02/23/2015 BILL CHARGE 2.40 03/05/2015 $2.40 02/24/2015 02/23/2016 WATER CHARGE 31.29 _ 03/06/2016 $31.29 01/27/2016 01/26/2015 BILL CHARGE 2.40 03/06/2016 $2.40 01/27/2016 01/26/2016 WATER CHARGE 32.30 03/05/2015 $32.30 01/27/2015 01/21/2015 LATE CHARGES 6,00 03/0512015 $6.00 01/27/2015 01/02/2015 Payment CASH 50.00 01/27/2015 12/24/2014 LATE CHARGES 6.00 03/05/2016 $6.00 12/22/2014 12/22/2014 BILL CHARGE 2.40 03/05/2015 $2.40 12/22/2014 12/22/201-4 WATER CHARGE 27.92 01/02/2015 $19.68 03/05/2015 $8.24 Payment Balance: $0.00 I RECEITT APR 10 20S Open Balance: $36.04 a Planning & Development Services Building & Code Regulation Department 2300 Virginia Ave Fort; Pierce, FL 34982 772-462-2165 Fax 462-6443 M 41/ ql;z 0/s, INSULATION INSTALLATION CERTIFICATE Name: r-� Lam Permit o ' 7 Address: Lot: F Block:- : Subdivision:chill �W« The undersigned hereby certifies that Insulation as been installed at the above described property as follows: 1. "rlor CBS walls have been insulated with ........................... O Spray on cellulose which thickness, according to the manufacturer: Fi-Foll, O Fiberglass blankets ' (Density N/A) will yield an "R" value of 4.1. () Aluminum Foil O Other erior Frame wall have been Insulated with ......................... a thickness of 6.25 Inches, which thickness, according to manufacturer, Certain Teed, (Density N/A) will yield an value of 19. 2. Ceilings — Level - have been insulated with ............................... to a thickness of 10.0 inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 30. 3. 4. MULTI follow: Rev.1/ Calculi NOTE: "DRY ! A Print h C T I I I I I Ceilings — Cathedral _ have been insulated with ................... to a thickness of 10.0 Inches, which thickness, according to the manufacturer, Certain Teed, Density (N/A) will yield an "R" value of 30. Interior knee walls have been insulated with ........................ to a thickness of 10.0 inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 30. Garage partition walls of conditioned living areas have been insulated with ............................... . . ........... to a thickness of 6.25 inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 19. ( ) ray on cellulose Fiberglass blankets () Aluminum Foil - Other (Vberglass blankets O Fiberglass loose fill () Aluminum Foil () Other Cellulose SAB {) Fiberglass blankets () Fiberglass loose fill () Aluminum Foll () Other Cellulose SAB () Fiberglass blankets () Polyurethane () Spray on cellulose () Other () Fiberglass blankets () Spray on cellulose () Polyurethane () Other -AMILY, RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as - Frame/Metal stud walls R-11(Min); CBS or Concrete walls R-3 (Min) by Energy Code requirements. See Energy Code 7, paragraph 903.2(b), on pages 9-17, latest edition. These "minlmum levels of insulation" are not included the Energy Ions, but shall be Installed In the field. Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the PCF (lb/ft3) average of three (3) kMPLES" of actual Installation. of Insulation Contractor 7 7 Number FP`i �5p Ate Oil �3 lri;`�'Q...H�}�OtvlM T9ZSS6SZLL Signa o nsulation Contractor Date of dertification 1SN03*SVW0H1—V Ate' ZS:60 STOZ'6T'bnV Planning & Development Services Building & Code Regulation Department 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 462-6443 INSULATION INSTALLATION CERTIFICATE Name. Li4;g, � e�s:�s Permit # 1 a a 2 es�7' Address: o tom[ cam-' rc v Lot: Block: Subdivision: �� & e,eU- The undersigned hereby certifies that insulation as been installed at the above described property as follows: 1. Exterior'CBS walls have been insulated with ............................ ( ) Spray on cellulose which thickness, according to the manufacturer: Fi-Foil, ( ) Fiberglass, blankets. (Density N/A) will ,yield an "R" value of 4.1. ( )-Aluminum Foil O Other Exterior Frame wall have been insulated with ......................... To a: thickness 6.25 inches, which thickness, to ( );rpray on cellulose of according (iffiberglass blankets the manufacturer, Certain Teed, (Density N/A) will yield an O Aluminum Foil "R" value of 19. () Other 2. Ceilings - Level - have been insulated with ............................... (I)Ifiberglass blankets to a thickness of 10.0 inches, which thickness, according to ( ).Fiberglass loose fill the manufacturer, Certain Teed, (Density N/A) will yield an O Aluminum Foil "R" value of 30. O Other Cellulose SAB Ceilings.. --Cathedral- have been- insulated -with ................... O Fiberglass blankets. to a thickness of 10.0 inches, which thickness, according to ( ) Fiberglass loose fill the manufacturer, Certain Teed, Density (N/A) will yield an O Aluminum Foil "R" value of 30. () Other Cellulose SAB 3. Interior knee walls have been insulated with ........................ O Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to O Polyurethane the manufacturer, Certain Teed, (Density N/A) will yield an O Spray on cellulose "R" value of 30,. () Other 4. Garage partition walls of conditioned living areas have been () Fiberglass blankets insulated with .................... :............................................. ...... () Spray on cellulose to a thickness of 6.25 inches, which thickness, according to the () Polyurethane manufacturer, Certain Teed, (Density N/A) will yield an () Other "R" value of 19. a�1 MULTI -FAMILY, RESIDENTIAL CONSTRUCTION ONLY:. The, common (party) walls separating different tenants shall be insulated as follows -Frame/Metal stud walls R-11 (Min); CBS or Concrete walls R-3 (Min) by Energy Code requirements. See Energy Code Rev. lj� 87, paragraph 903.2(b), on pages 9-17, latest edition. These "minimum levels of insulation" are not included the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed"on, loose fill, or any other composed -on site insulation shall be the PCF (lb/ft3) average ofthree (3) "DRY�SAMPLES" of actual installation. ns+ PrintlName of Insulation Contractor ,j Cr/S22Z'7 SLC: Z��76 ? on Number �pp,�g1CK �-`-- pF;,PasNr� �0�,� SSION�EE121615 Signa o nsulation Contractor -/�Is-. Date of ertif cation 305_, 521 NW Enterprise Drive a Port St. Lucie, Florida 34986 I I I 1 2 3 4 5 6 7 8 9 1 0 2 02 6 p,r�,c, 05-22-2015 1 /1 i (772) 924-3575 o (772) 924-3580 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: 5210 Palm Drive Fort Pierce __. - Project ID: 15-1115.00 Address: 5210 Palm Drive Fort Pierce 34_982 Report ID: D-0001 Client: A. Thomas Construction, Inc. Date: 5/21/2015 Permit No: 1504-0207 _ Field Tech: K__en Thomas Test Mode: Direct Transmission Area Tested: Foundation Pad for Addition Soil Description: brown fine sand Proctor / LBR ID: P-1 Max Density (PCF): 107.5 Opt Moisture (%): 11.5%° Test Standard, D 1567 Compaction Required Cl( �95.0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (% ) Compaction Location % Results North 12 0-1 113.3 103.8 9.1 % 96.6% Pass Tenter 12 0-1 110.9 102.4 8.3% 95.3% Pass South 12 -1 111.5 102:8 -8.5% 95.6% Pass 0 10 I Testing Gauge Information: Manufacturer: _ T_roxier Model: 3430 SIN: 22260 Density Standard (DS): 1990 Moisture Standard (MS):T 671 I Remarks: Testing Completed Below Slab Grade Legend for tievation: PR = Proofroll 1, 2, 3 =1st, 2nd, 3rd Lift SL = Springline FL = Final Lift SG = Subgrade BG = Below Grade BC = Basecourse BOF = Bottom of Footing TOP = Top of Pipe FG = Finished Grade rest report shall not be reproduced, except in full, without the written approval of GFA I W. Moler, P.E. ionafEngineer Environmental ° Geotechnical a Construction Materials Testing o Special and Threshold Inspecti d1Pl* p%Wew Cgi . Florida's Leading Engineering Source ®o / • .r,cl ...� ' www.teamgfa.com '®®as�A(A L E14 305 09:55:33 a:n ' 15-27-2015 In 521 NW Enterprise Drive a Port St. Lucie, Florida 34986 (772)924-3575 ® (772)924-3580 (fax) , IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL j AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: 5210 Palm Drive Fort Pierce Project ID: 15-1115A0 address: 5210. Palm Drive Fort Pierce 34982 Report ID: D-0001 .. _... _. _ _ .._ .. __. _--- Client: A. Thomas Construction, Inc Date 5/21/2015 Permit No: 1504-0207 Field Tech: Ken Thomas Test Made: Direct Transmission Area Tested: Foundation Pad for Addition Soil Description: brown fine sand Proctor / LBR ID: P 1 Max Density (PCF): 107 5 Opt Moisture (%): 11.5% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (% ) Compaction Location % Results North 12 0-1 113.3 103.8 9.1% 96.6% Pass Center 12 0-1 110.9 102.4 8.3% 95.3% Pass South 12 0-1 111.5 102.8 8.5% 95.6% Pass MAY 2 7 20715 BY: Testing Gauge Information: Manufacturer: Troxler Model Density Standard (DS): 1990 Remarks: Testing Completed Below Slab Grade lend for elevation: = Proofroll = Springline = Subgrade = Basecourse P = Top of Pipe 1, 2, 3 =1st, 2nd, 3rd Lift FL = Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade 3430 S/N: 22260 .__.__.....__.._......._....._.. _.._.__ .. Moisture Standard (MS): 671 _.�41lf94lIBAs._ �'JrBPE�t� o� a 00 DogpW,% f�Moler, Pre s��te#Pssional ��gine Test report shall not be reproduced, except in full, without the written approval of GFA International Environmental ® Geotechnicai . Construction Materials Testing o Special and Threshold Inspec Florida's Leading Engineering Source www,teamgfa.com HN Compliance i OFFICE USE ONLY: DATE FILE ID: � oLa � 5 RECEIVED JUL 22 01�ERMIT # REVISION FEE: RECEIPT # I PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 25 "10 V-e i 1 2. DETAILED DESCRIPTION OF PROJECT (REVISIONS: 3. 4. 5. CONTRACTOR INFORMATION: iSTATE of FL REG./CERT. BUSINESS NAME: QUALIFIERS NAME- ADDRESS: CITY: PHONE (DAYT ): �22 �� aa �j ST. LUCIE COUNTY CERT. #: OVVNER/BUILDER INFORMATION: NAME: _ ADDRESS: CITY: PHONE: _ 1-k5 STATE: / � (' L C� ZIP: "5 N- f FAX: �� •-) - �5.�� f far) STATE: FAX: ZIP: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZII': ): n PHONE (DAYT FAX: ST LUCIEVCOUt ty BUILDING DIVISION P,, OR 00 1 PIL REVIEWED BY - I , DATE 7 PLAINS AND PER I MUST BE KEPT ON JOB OR NO INGPECTION WILL BE MADE `•�� sue, �*J. ,.�,. � � ,, � ,. ��, . if S j�l'i' ttf• �� S� �j •( t13Y G: .K i RECEIVED JUL 22 2015 4\1 Rg( (fir - 6�v';Ix HARVEY E. KOEHNEN Professional Engineer PE-32831 7205 Elyse Circle Port St. Lucie, FL 34952-3212 fax �772� 43 - 3 7�22I IS OFFICE USE ONLY: DATE FILED: REVISION FEE: a✓ I 1. !LOCATION/SITE ADDRESS: PERMIT # [Sow -),® RECEIPT # 10 2015 gfTTIh:`G PLANNING & DEVELOPMENT SERVICES COUnty, 1-L BUILDING & CODE REGULATION DIVISION_, 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772 462-1553 FAX 772 462 APPLICATION FOR BUILDIN"- PROJECT INFO .c 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: r STATE of FL REG./CERT. #: .l BUSINESS NAME: QUALIFIERS NAME: ti�6 ADDRESS: �- CITY: PHONE (DAYTIME): 7 7 <�- Stc 4. 5. %OWNE UILDER INFORMATION: NAME: LK A ADDRESS: CITY: PHONE: ! r' ) ram" 011 r W 'sfi j 1® ��< ST. LUCIE COUNTY CERT. #: STATE: I r FAX: STATE: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Cll zap -'.fie e ADDRESS: 5 EY s t- CC 6- CITY: S STATE: El PHONE (DAYTIME): % 2- q—f.- tl� FAX: _ I Revised 07/22/2014 I i ST, LUCIE COUNTY BUILDING DIVISION RE;VIG1;y3r-D FOR 00E;3pi REVIEWED BY DATE PLANS AND PERMIT MIIS'P BE KEPT ON JOB OR NO INSPEOTION WILIµBE MADE ZIP: sue• '� i.h � 1 �� .7- •a � Florida Building Code Online 15( , /Page 1 of 3 `�I Florida Departmentof Busir,es�� Prof�ssi -al Regulation 'Professionat e a / BCIS Home I Log In i User Registration ! Hot Topics ; Submit Surcharge Stats & Facts I Publications I FBC Staff i BCIS Site Map I Links I -Search Product Approval�� USER: Public User Product Approval Menu > Product or Applcation Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards d FL13192-R3 Revision 2014 Approved Cl James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Panel Walls Siding --:f:) (- -v @s Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i ; Evaluation Report - Hardcopy Received Ronald I. Ogawa PE-24121 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 John Southard, P.E. Validation Checklist - Hardcopy Received FL13192 R3 COI RIO - Certificate of Indeoendence.ocif Standard Year ASTM C1186 ASTM E330 2007 I. r�`'I . .• .i al t r•,. A 0.- Certme By Florida Licensed Professional Engineer or Architect FL13192 R3 Equiv ASTM C1186 Equivalency Sicined.Ddf hops://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxm... 7/9/2015 Florida Building Code Online I Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 FL # Model, Number or Name 13192.1 Cemplank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Page 2 of 3 Description fiber -cement lap siding Installation Instructions FL13192 R3 II ER RIO-2553-15 Plank metal wood.odf FL13192 R3 II ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R3 II Install CemPlank Siding.pdf FL13192 R3 II NOA 15-0122.04.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R3 AE ER RIO-2553-15 Plank metal wood.0 FL13192 R3 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R3 AE NOA 15-0122.04.udf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- Installation Instructions FL13192 R3 II ER RIO-2553-15 Plank metal wood.pdf FL13192 R3 II ER RIO-2557-15 Plank Shingle CMU odf FL13192 R3 II Install HardiePlank Sidinq.pdf FL13192 R3 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. 0122.04, Created by Independent Third Party: No Evaluation Reports FL13192 R3 AE ER RIO-2553-15 Plank metal wood.pdf FL13192 R3 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R3 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R3 II ER RIO-2555-15 Shingle metal wood pdf Approved for use outside HVHZ: Yes FL13192 R3 II Install HardieShingle Siding. pdf Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R3 AE ER RIO-2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R3 II ER RIO-2555-15 Shingle metal wood.ndf FL13192 R3 II ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R3 II Install HardieShingle Siding.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R3 AE ER RIO-2555-15 Shingle metal wood.odf FL13192 R3 AE ER RIO-2557-15 Plank Shingle CMU Ddf Created by Independent Third Party: Yes 13192.5 1 Prevail Lap Siding I fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R3 II ER RIO-2553-15 Plank metal wood.ndf Approved for use outside HVHZ: Yes FL131 I ER Fri 557 Pla hincile CMU.i3df Impact Resistant: N/A FL131 R I Ins II r v tL f Design Pressure: N/A L131 -iT NO `W01 .04. a a_�•' i Other: For use in HVHZ install in accordance with NOA 15- Verifi By:.;n `,rtel esting Serv1icN •� 0122.04. Create by Yn �ent}fhir Evaluation Reports FL13192 R3 AE ER RIO-2553-15 Plank metal wood.pdf i I https:Hfloridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxm... 7/9/2015 ,Florida Building Code Online Page 3 of 3 I I I IFL13192 R3 AE ER RIO-2557-15 Plank Shingle CMU.ndf FL13192 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Back Next I I Contact Us :: 7940 North Monroe Street. Tallahassee FL 32399 Phone: 850-497-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: wow MVWu =iL https://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxm... 7/9/2015 i Florida Product Approval HardiePlankLap.,, @Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 07- 0418.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2298-11 or RIO-2300-11. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. L '�'n° �"�'"' -.•ifs C. � I I _ Q Hardie PlanW"��JIE La Sidin JamesHardie LapSiding EFFECTIVE NOVEMBER 2010 RIM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSGI PRODUCTS visit trrw.iameshardie.comfor the most recen[version. SELECT CEDARMILL© - SMOOTH - COLONIAL SMOOTH® - COLONIAL ROUGHSAWN®- BEADED CEDARMILL© BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANT, FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONETM PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ10® LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONETM APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store f at and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for res p damage caused by improper storage and . handling of the producttices, m CUTTING INSTRUCTIONS OUTDOORS 1. Position authrtg statxxt so that wind will blow dust away from user and others in working area. 2. use one of the following methods: a Best t, score and snap ii. Shears (manual, electric or pneumatic) b. Better. 1. Dust reducing circular saw equipped with a HardieBWe'saw blade and HEPA vacuum extraction c. Good I. Dust reducing circular saw with a Harc ieBlade saw blade (only use for low to moderate arttird INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well-venfilated area - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark - NEVER dry sweep - Use wet suppression or HEPA Vacuum Importarit Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using'Best°4ffM cutting methods where feasibk NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at wwwjameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you you should always consult qualified industrial hygienist tact James Hardie for further information. F do not comply with the above practices, a quaor con GENERAL REQUIREMENTS: • HairdlePlane lap siding can be installed over braced wood or steel studs spaced a maximum of 24" O.G. or directly to minimum 7/16" thick OSB sheathing. Irregularities in framing and sheathing can mirror through the finished application. • HardiePlank' lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if pgwer-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building Figure 7 co ubtruet on Song cW Wall codes - typically a minimum of 6" in the first 10', • Do not use HardiePlank lap siding in fascia or trip applications. water-resissve barrier let -in bracing • Do not install James Hardie products, such that they may remain in contact with standing water. plywood or 24° o.c. max. • HardiePlank lap siding may be installed on flat vertical wall applications only. OSBsheathing • For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. • DO NOT use stain on James Hardie® products. INSTALLATION: JOINT TREATMENT* (Required for ColorPlus® Finish, Recommended for Primed product) James Hardie does not recommend the use of caulk at field butt joints. water -resistive stun Install factory finished edges Figure 2 barrier 1 fr together at butt joints. r*r°PI�koP eO° I, t o joint flashing" 'from o ° I '-Plank edge °g °° witer4esistive install planks in ° ° barrier moderate contact fastener 0 0 0 I ° Install a 11/4' starter strip to - } Q ensure a consistent plank angle 'For other jointing options, refer to local building code or NER 405� "As required by local building code —Apply caulk in accordance with caulk manufacturers written application r�truc�t ,, � f leave a��priate p ' For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866�4Hardie or www.hardiewrap.com I n ° WARNING: AVOID BREATHING SILICA DUST James Hardie* products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by [ARC and NI OSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been rmked with other diseases. Some studies sir gent smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlacipsaw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warm others in the immediate area; (4) wear a propedy4fted, NIOSHapproved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.lameshardL.com or by calling 1-800.9HARDIE (1-e00-942 7343). FAILURE TO ADHERE To OUR jWARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. was= I H50920-Pt/4 10/10 CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 i ,stud Maintain a 1 " - 2" clearance between James Hardie products and paths, steps and driveways. barn r Figure 4 I f.. concrete I foundation 1'-2' 1 I i I ?o HadiePlankO \6° min. lap siding Maintain a 1'/4" clearance Maintain a minimum 1" gap between the bottom of James between gutter end caps and Hardie products and horizontal siding & trim. flashing. Do� not caulk gap. Figure 8 Figure 7 siding o not 1/4" gap and end fascia Maintain a 1 " - 2" clearance between James Hardie products and decking material. Figure 5 siding j water resistive barrier deck material Y V-Z t joist ashing ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. V-2' Figure 9 9 �<, KICKOUT FLASHING '� Because of the volume of water that can pour down sm9 T a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. .eammembaim The roof must be flashed with step flashing. Where ' '0°k°d ;< noshing the roof terminates, install a kickout to deflect water DAv ease away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed ousemp in place, and then come back to install the kickout. Figure 9, Kickout Flashing= To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for all HardiePlanka lap siding products BLIND NAILING FACE NAILING Nails - Wood Framing Nails -Wood Framing • Siding nail 0.09" shank x 0.221" HD x 2" long) • 6d (0.113" shank x 0.267" HD x 2" long) • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) • Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x x 0.375j' HD) Screws must penetrate 3 threads into metal framing. 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfast® nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) • Er & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7116" OSB minimum 7/16" • 11ga. roofing nail (0.121" shank 0.371" HD x 1.75" long) • Siding nail (0.09" shank 0.221" HD x 1-1/2" long)' • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). 24" ---------------------- stud O.C. max. Fiore 10 9 Figure 11 9 _ _ 1 1/4" min. water -resistive stud O.C. max. Minimum overla P overlap bam r0 .:::...... . _. for Both Face I I "ol I blind nail and Blind Nailing za. it o min. 1 1/4" ',I � Ce � o overlap I 1 I water -resistive water -resistive barrier 1 174 imm barrier overap Laminate sheet to be removed immediately after installation of each course for ColorPius® products. t The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. * When face nailing to OSB, planks must be no greater than 91IT' wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and when considering altemative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardiePlank® lap Siding. HS0920-P214 10110 y ro GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot -dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing Drive fasteners perpendicular to siding and framing. James Hardie® products near the ocean, large bodies of water, or in very humid Fastener heads should fit snug against siding (no air space). (fig. A) . Do not over -drive nail heads or drive nails at an angle. climates. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) PNEUMATIC FASTENING • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail), Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a ® ® Countersunk, add Caunail setting that under drives the nail. (Drive under driven nails snug with a smooth�faced hammer - Does not apply for installation to steel framing). Figure A Figure B do not under Do NoT drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie® products. James Hardie products must be with ASTM -C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed.100% Joint Sealant complying with ASTM C834. Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must tie applied in accordance with the caulidng/sealant refer to paint manufacturers specifications. Back -rolling is recommended if the manufacturer's written instructions or ASTM C1193. siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPius® Technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPiusm product dealer. • Treai all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY Wher1 repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie° products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEFLANIC° LAP SIDING WIDTH SQ 51/4 6114 71/4 71/2 8 8114 91/4 91/2 12 (1 SQ =10o sq.ft) (exposure) 4 5 6 61/4 6 314 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 �63 163 121 14 350 280 233 224 207 200.) 175' 115i 0 15 375 300 250 240 222 21 ,18�) [M22 IB f;' 14 Y ,. ,7 16 400 320 267 256 237 22 '.• Gf 120i1I 2 149 ' 1 17 425 340 283 272 252 241fi8 �� +' ' 18 450 360 300 28B 267 257 225 9 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume re ponsI ility for over'or under ordering of product. RECOGNITION: In accordance with IMES Legacy Report NER-405, HardiePlank'lap siding is recognized as a suitable alternate to that specified in: the BOGANational Building odef1999, the 1937 Standard Building Code, the 1997 Uniform Building Code, the 1998 international One- and TWD-Family Dwelling Code, the 2003International Building Code, and the 200 Intematbrial Resid nt)al Code for One -and TWo- Family Dwellings. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FLff889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, city of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suilabirdy of this product for specific applications. HS0920-P3/4 10/10 "Mme F L[--jF C,,ropy © 2010 James Hardle Technology Limited. All rights reserved. Additional Installation Information, , and 0 denote trademarks or registered trademarks of James HzrdieTechnologyLimited. 2isaregisteredtrademark Warranties, and Warnings are available at JamesNardie of James Hardle Technology Limited. www.jameshardie.com Panelfast is a registered trademark of ETV Fastening Systems, Inc. IN I HS0920-P4/4 10110 I i CEMEX C.CM� 3365 E Indusiiy la Cocoa, FL 32926-5841 CEMEX Construction Materials Florida, LLC CEMEX One Bay Crete I I I I'�I�I'IIII�'I�'�II'ICI'I��Ir�ll�lll��rllllrll�"Ill�f�llll�l�'I INV2,A00062.7 A T�iOMAS CONST CO PO BOX 3285 FORT PIERCE FL 34948-3285 INVOICE Date: 06/0212015 Invoice No: 9431012363 Terms: Net 15th Payment Due On: 07/15/2015 ' Job No: 14104397- Legal Address: 5210 PALM DR. FT. PIERCE 'CustomerJobNo. FAY Account No: 3099042 Account Name: A THOMAS CONST CO For All Inquiries Call: 800-337-0699 Remit To: CEMEX I PO Box 905875 1 Charlotte, NC 28290-5875 PAGE 1 OF. 1 PO Number: FAY DELIVERY ADDRES :.5210 PALM DR. PIERCEJORT PIERCE, FL, 34951 Ship Date BOL Numbe Plant Product Code /Description Qty UOM Net Price By UOM Units Amount,_ Freight Tx _Oft?J2015 800570218 33764811._ 1202749ENVIRONMENTALCHARGE, 1.000._._ EA. 320.00, 1PC 1000, .$2000S0.00- T._ 00102/2015 8066570218 33764811 1247818 FUEL SURCHARGE 1.000 EA S17.00 1 PC 1.000 $17.00 $0.00 T 06102J2015 8066570218 33764811 BEESH 150 FIRM 7.500 LB $6.67 1 LB 7,500 $50.03 $0.00 T 06/02/2015 8066570218 33764811 r26W 9953000BLENDEDPRPM i0.000 YD3 $109.00 1 YD3 '10.000 $1,090.00 $0.00 T PO subtotal 10.00 Yards D.00 T $1,177.03 Material $0.00 Freight $0.00 Other $76.52 Tax $V5355 Total 1 10.00 Yards 1 0.00 Tons 1 $0.00 Freight 1 $0.00 Other ;! $76.52 Tax 1 '$1,253.55 Invoice: Total The irmoice incorporates herein by reforence. Buyers previously oxecuted Credit Application, if any,. Sellers Standard,Ter- and Conditions, sailor's Quolabw and Sokafs'Order Confirmation (including Fmitaliohs of warnnlins);ps"set . forg(on this. Irwoice (-Adraenenn. Buyer agrees that. unless otherwise rated hntoin, all quantilies and items vmrn do5vared as indimted and funher'expressly,agrees,to pay in ai-ordure with lids Agreeme.L Inter0l'stia0 aceruo on late payments., y i I ~ T reasure Harvey E. Koehnen C oast Professional Engineer #32831 i B uild111g Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. May 27, 2015 To: Saint Lucie. County Building: Department Re: Quinlan Addition Permit#: jt§ 4=0 0-7 Compaction Test To It May Concern: This is in response to the above referenced permit and compaction test taken by GFA International stating the test passed the requirements'at 95.6% and 96.6%. Please Idisregard the 98% stated in the plans as this was a typographical error. This meets current FBC 2010. If you have any questions, please contact our office. Thank you. Respectfully Submitted, �`FOWARp C'E N 9;.. yyL zFi No 32831 T /71 ,. Harvey E. Koehnen, PE 32831 President T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX . (772) 489-3035 Florida 34952-8212 , E-MAIL hkoehnen@tcbeweb.com WEB SITE htto://www.tcbeweh.rnm A I I 521 NW Enterprise Drive • Port St. Lucie, Florida 34986 (772) 924-3575 • (772) 924-35BO (fax) q`S�ST11iG • 1t�`'�� • IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 I Project: 5210 Palm Drive Fort Pierce _ . _.. Project ID: 15-1115.00 Address: 5210 Palm Drive Fort Pierce 34982 Report ID: D-0001 i Client: A. Thomas Construction, Inc. Date: 5/21/2015 _.....s.� _. _ v_w Permit No: 1504-0207 Field Tech: Ken Thomas Test Mode: Direct Transmission ArealTested: Foundation Pad for Addition Soil Description: brown fine sand ____ Proctor / LBR ID: P-1 Max Density (PCF): 107.5 Opt Moisture (%): 11.5% Test Standard:. ' D 1557 Compaction Required (%): 95.0% ~ Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location ° /o Results North f 12 0-1 113.3 103.8 9.1 % 96.6% Pass Ceriter 12 0-1 110.9 102.4 8.3% 95.3% Pass South I 12 0-1 111.5 102.8 8.5% 95.6% Pass I I I I I i I i I iI "I Tlesting Gauge Information: Manufacturer: _ Troxler_ Model Density Standard (DS): 1990 Y Remarks: Testing Completed Below Slab Grade w w eno Tor tlevatlon: = Proofroll 1, 2, 3 = 1 st, 2nd, 3rd Lift = Springline FL = Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG = Finished Grade report shall not be reproduced, except In full, without the written approval of GFA 3430 S/N: 22260 Moisture Standard (MS): 671 _.�N11{IIIi•. �.` 4A . V, — — , 'c to atil� FBPE. 4141 _V / ' Sri_ 0 Dor@.6,Y MoIer, P.r -�(el�ssional(ifgine T0675 mal�I� 6�ate,a IR(our.'.." .. Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspectio6!f*Wri qe gDZfe Compliance Florida's Leading Engineering Source �'milwO www.teamgfa.com I I i i Treasure Harvey E. Koehnen i Coast Professional Engineer #32831 B u i ld i ng Architect #AR0009471 E ngineers, Certified General Contractor #CGCO2477.6 Inc. May 14, 2015 To: Saint Lucie County Building Department Re: Quinlan Addition Permit#: 1504-0207 To It May Concern: This letter is in response to PE Review Comments dated 5/13/15: • The Construction Type has been revised to show Type "V" in the Design Criteria Block clouded and initialed on the revised plan submitted with this letter. If you have any questions, please contact our office. Thank you. Respectfully Submitted, ++``..AWARD 111 � ENSF. L ZQ: No 32831.�y �9 •. STATE OF 111 Harvey E. Koehnen, PE 32831 President T C B E Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX . (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE http://www.ttbeweb-com Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek` RE: 72710 - Quinlan Addition replacement Site Information: Customer info: A Thomas Construction Project Name: Quinlan Addition Model: Lot/Block: Subdivision: City: F Name Name: Address City: 5210 PALM DR Pierce State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 and License # of Structural Engineer of Record, If there is one, for the building. License #: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 9 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Nam] Date 1 T7172805 A 6/18/015 12 T7172806 l Ai 1 6/18/015 1 13 T7172807 I A2 1 6/18/015 14 I 1T7172808 I GRA 1 6/18/015 15 I T7172809 I J 1 1 6/18/015 1 16 1 T7172810 1 J3 1 6/18/015 1 17 1 T7172811 I J5 1 6/18/015 1 18 1 T7172812 I J7 1 6/18/015 1 19 1 T7172813 I KJ7 1 6/18/015 1 I I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Pesign Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2017. IMPOIRTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I I �. `Gi�E..N No 5368 � r 'cc 13 S TAT E OF .' 4/ z •�,�o�SA,4 OR 1 O e �O N A �%�� n� FL Cert. 6634 June 18,2015 Magid, Michael 1 of 1 Job Truss Truss Type uty Ply Quinlan Addition replacement - ` T7772805 72710 I A HIP 1 1 Job Reference (optional) Chambers Truss, Fort r'lerce, FL r.ozu s NPr — co w-c < iu rye 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDEpotg5YOcgsW4?YCKgh7Bl?CBzGCQBl1 vVQyO5Ggz54b8 -1-0-0 7-9-12 9-0-0 17-0-0 19-1-3 26-0-0 27-0-0 1-0-07-9-12 1-2-4 8-0-0 2-1-3 6-10-13 1-0-0 Scale = 1:46.8 4.00 F12 �1 6 2x3 11 5x6 = 4x6 = This truss is NOT symmetric. Proper orientation is essential. 7-9-12 9-2-4 - "_0 Plate Offsets (, Y)-- f7.0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.9 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.09 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.23 9-11 >966 240 BCLL - 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.01 7 n/a n/a BCDL 10 0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.07 9-17 >999 240 Weight: 111 lb FT = 20% LUMBER- I BRACING - TOP CHORD, 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection, in accordance with Stabilizer I t 11 t' ;,I ns a a Ion ul e. REACTIONS,. (lb/size) 2=256/0-3-8, 11 =1 08410-3-8, 7=69210-3-8 Max Horz2=-95(LC 6) Max Uplift2=-217(LC 8), 11= 602(LC 8), 7=-456(LC 8) Max Grav2=286(LC 17), 11=1084(LC 1), 7=695(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/490, 3-4— 4/309, 4-18=-876/583, 18-19— 876/583, 5-19= 876/583, 5-6= 938/595, 6-7=-1272/694 BOT CHORE 2-11— 572/944, 7-9=-708/1365 WEBS I 3-11=-304/286, 4-11= 790/376, 4-9= 474/917 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASICE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=30ft; eave=4ft; Cat. 11; `t%jil l I I I1/Oy1 Exp C; Eacl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `�® EL S °I°0 3) Provide adequate drainage to prevent water ponding. ,®� G�P , • • . o /,9^ �� 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ee G E N 5' / �s 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.•• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=217, • No 53681 ® 11=602, 7=456. m 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. e . ��., STATE F :��-' e I i FL Cert. 6634 June 18,2015 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 02/1612015 BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. sot Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding i�niTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job russ ype ty y Quinlan Addition replacement 1 T7172606 72710 �Truss Al HIP 1 1 j Job Reference (optional) Chambers I russ, I -on Fierce, FL i.— s r,pi ov cv iu nu ion uiuuauioa, n,v. ,. vuu ..�..oyo , I D: oHTg505Ds3TR?kt?m4?ZGyzbQD E-H?R3luPERgCrAMutFgfXXPhAQcnJ 1 Yoffclfo6z54b7 7-9-12 11.0-0 15-0-0 18-4-14 26-0-0 27-0-0 1-0-0 7-9-12 3-2-4 4-0-0 3-4-14 7-7-2 �1 6 7-9-12 LOADING (psi)' SPACING- 2-0-0 TCLL 20.OI Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/fP12007 5x6 = 4x4 = This truss is NOT symmetric. Proper orientation is essential. CSI. DEFL. in (loc) I/dell Ud TC 0.28 Vert(LL) -0.05 9-18 >999 360 BC 0.26 Vert(fL) -0.15 9-18 >999 240 WB 0.36 Horz(TL) 0.01 7 n/a n/a (Matrix-M) Wind(LL) 0.06 9-18 >999 240 Scale = 1:46.8 PLATES GRIP MT20 244/190 Weight: 115 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD t4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS I2x4 SP No.3 6-0-0 oc bracing: 12-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.I (lb/size) 2=245/0-3-8, 12=1100/0-3-8, 7=687/0-3-8 Max Horz2=-114(LC 6) Max Uplifl2— 205(LC 8), 12=-618(LC 8), 7= 452(LC 8) Max Grav2=291(LC 17), 12=1100(LC 1), 7=687(LC 1) FORCES. (I ) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORDS 2-3= 836/484, 3-4= 15/320, 4-5=-579/441, 5-6=-651/449, 6-7=-1274/716 BOT CHORD 2-12=-569/993, 9-10=-497/993, 7-9=-781/1378 WEBS I 3-12=-347/343, 4-12=-760/396, 4-10= 249/516, 6-10= 512/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=30ft; eave=4ft Cat. II; Exp C; EnFI., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss Chas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=205, 12=618, 7=452. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Im 6 PEL S.� 41,g000,, o G•E•N •� o \ \ 5' •' No 53681 = 'P:• S TAT E F •4 . eoos`p 10 N A\- 0 FL Cert. 6634 June 18,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 0211612015 BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. � Apply ablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsfbllllty of the Welk'erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrlc,'atlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss lr..s I ype city Ply Quinlan Addition replacement T7172807 72710 I A2 COMMON 5 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL /.bLU a Apr JU ZUIb MI I eK mauslnes, Inc. I nu Jun 1C 11:Ub:Z/ LUIb rage 1 I D:oHTg505Ds3TR?kt?m4?ZGyzbQD E-IB?RW EQsC8Kio WT3oXAm4dEL9?5zmwvouGVCLYz54b6 -1-0-0 7-9-12 13-0-0 18-2-4 26-0-0 127-0-0 1-0-0 7-9-12 5-2-4 5-2-4 7-9-12 1-0-0 Scale = 1:46.0 4x4 = Proper orientation is essential. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.9 BCDL 10.9 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI. TC 0.28 BC 0.42 WB 0.69 (Matrix-M) DEFL. in Vert(LL) -0.18 Vert(TL) -0.46 Horz(TL) 0.01 Wind(LL) 0.08 (loc) I/dell Ud 8-10 >999 360 8-10 >472 240 6 n/a n/a 8-16 >999 240 PLATES GRIP MT20 2441190 Weight: 109lb FT=20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 1 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 12x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. — REACTIONS (lb/size) 2=254/0-3-8, 10=1087/0-3-8, 6=692/0-3-8 Max Horz2= 133(LC 6) Max Uplift2=-216(LC 8), 10=-601(LC 8), 6=-458(LC 8) Max Grav2=295(LC 17), 10=1087(LC 1), 6=692(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-764/49813-4=0/262, 4-5=-1139/768, 5-6= 1249/787 BOT CHORD 2-10=-580/918, 9-10=-107/373, 8-9= 107/373, 6-8= 862/1351 WEBS I 4-8=-493/870, 5-8=-366/371, 4-10=-772/408, 3-10=-382/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.opsf; h=12ft; B=20ft; L=30ft; eave--lft; Cat. II; Exp C; End., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This trusslhas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will eon EL S. eons fit between the bottom chord and any other members. ei� �P 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=216, e`% N ,•'� C E•N S+' • y/ O�� 10=601, 6=458. ♦. V ��•?, . 6) "Semi-rig;d pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ••• No 53681 61 STATE F44/ o A` oo FL Cert. 6634 June 18,2015 ® W4RNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 0211612015 BEFORE USE. Design valid for use only with Mflek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilllty of the A�r��• � Vf erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component quality safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 o rus Truss Type City Ply Quinlan Addition replacement T7172808 72710 GRA HIP 1 1 Job Reference (optional) Chambers I russ, Fort NIBrCe, FL r.— s hPr niu. mu out[ I o 1 1-- cv — r yo 1 I D:oHTg505Ds3TR?kt?m4?ZGyzbQDE-DNZpjaRUzRSZPg2FMFi?cgmSxPNfVNpy6wElt?z54b5 -1-0-0 7-0-0 -9-1 13-4-0 19-0-0 26-0-0 27-0-0 1-D-0 7-0-0 -9-1 5-6-4 5-8-0 7-0-0 �1 0 4.00 12 4x4 = 3x6 I 3 4 3x5 = 22 4x8 = Scale = 1:46.8 3x4 �= 2x3 11 3x6 = 3x4 = 2x3 I I 3x5 — 6x8 = I LOADING (psf)I TCLL 20.0 TCDL 7.q BCLL 0.0 BCDL 10.6 LUMBER TOP CHORD 12x4 SP M 30 BOT CHORD 12x4 SP M 30 WEBS i2x4 SP No.3 This truss is NOT symmetric. Proper orientation is essential. SPACING- 2-0-0 CS'. Plate Grip DOL 1.25 TC 0.54 Lumber DOL 1.25 BC 0.65 Rep Stress Incr NO WB 0.64 Code FBC2010/TPI2007 (Matrix-M) DEFL. in (loc) I/defl Ud Vert(LL) -0.11 9-10 >999 360 Vert(TL) -0.28 9-10 >788 240 HOrz(fL) 0.06 7 n/a n/a Wind(LL) 0.16 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 111 lb FT = 20% N I6 6 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide REACTIONS.i (lb/size) 2=173/0-3-8, 12=2502/0-3-8, 7=1173/0-3-8 Max Harz 2=-76(LC 6) Max Uplifl2=-158(LC 8), 12= 1519(LC 8), 7=-765(LC 8) iMax Grav2=352(LC 13), 12=2502(LC 1), 7=1173(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/740, 3-4= 340/693, 4-20=-340/693, 20-21=-340/693, 5-21= 340/693, 1 5-22= 1755/1157, 22-23=-1755/1157, 6-23=-1755/1157, 6-7=-2638/1610 BOT CHORD 2-13=-693/1090, 12-13=-693/438, 12-24= 994/1755, 24-25=-994/1755, 11-25=-994/1755, 10-1 1=-994/1755,10-26=-1424/2486, 26-27=-1424/2486, 9-27=-1424/2486, 7-9=-1411/2447 WEBS 4-12= 760/587, 5-12=-2622/1558, 5-10=-71/569, 6-10=-806/466, 6-9=-211/634 ```�11111!!lr�,�o NOTES- I i� �� S 1) Unbalanced roof live loads have been considered for this design. ,O® �,ik ,.. • • r'/,9^ �o� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.opsf; h=12ft;, B=20ft L=30ft; eave=4ft; Cat. II; ®oe \G , •�G E N S+'• yj s� Exp C; E cl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 0.. V F•��, 3) Provide adequate drainage to prevent water ponding. ••• 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. * No 53681 L 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jaint(s) except Qt=lb) 2=158, -p ; ��zyC f ' X 12=1519�7=7,65. i�i: STATE F :'C/e 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. s , 8) Hanger(s,� or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 308 lb up at 7-0-01 ✓ T'•, A, 87 lb down and 154 lb up at 9-0 12, 87 lb down and 154 lb up at 11-0-12, 87 lb down and 154 lb up at 13-0-12, 87 lb down and 154 lb ss� (� •° Q j� > �.• \ %e 464 b down and 280 lb up at 7-0-0, 62 lb down and 4 lb up up at 1411-4, and 87 lb down and 154 lb at 9-0-at 12, 62 lb down al dd4 b up atown and 3101 0-12, 62 b down and 4 lb up at8 lb up at 19-0-0 on top chord, nld3-0-112, 62 lb down ��'si®`S� I N A1_ �°�, and 4 Ib lap at 14-11-4, and 62 lb down and 4 lb up at 16-11-4, and 464 lb down and 280 lb up at 18-11-4 on bottom chord. The®�!!! 111141�,� design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634 LOAD CASES) Standard June 18,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 0211612015 BEFORE USE Design valid for use only with Mgek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Appllcabllity of design parametbrs and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity. of the IViiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrtcatloh, quality control, storage, delivery. erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Quinlan Addition replacement T7172806 72710 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL r.bzu s Apr su Zur a MI i eK mausmes, inc. i nu dun i o r i :wza zu i o rage z ID:oHTg505Ds3TR?kt?m4?ZGyzbQD E-DNZpjaRUzRSZPg2FMFi?cgmSxPNfVNpy6wElt?z54b5 LOAD CASE(S) Standard 1) Dead + Roof L;ve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loadsl(plf) Vert: 1-3=-54, 3-6= 54, 6-8=-54, 14-17=-20 Concentrated Loads (lb) Vert:-126(B) 6= 126(B) 13= 464(B) 5— 87(B) 10=-40(B) 9=-464(B) 20= 87(B) 21=-87(B) 22_ 87(B) 23= 87(B) 24=-40(B) 25=-40(B) 26=-40(B) 27=-40(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 02/1612015 BEFORE USE. Design valid for use only with Miiek connectors. This design is based only upon parameters shown, and Is for an Individual building component. �^ Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllllty of the MiTek° erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component East Blvd. quality Safety Information avallable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Parke Tampa, FL 33610 Job Truss Truss Type ( Qty Ply Quinlan Addition replacement T7172809 72710 �Jl MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, I Fort Pierce, FL t.bzu a Apr 1V zulb Mi I aK indusiries, Inc. Thu au❑ 10 i I:VDYo 26 iS rage i I D:oHTg505Ds3TR?kt?m4?ZGyzbQD E-DNZpjaRUzRSZPg2FMFi?cgmZbPXcVXty6wElt?z54b5 ' 1-0-0 1-0-0 Scale = 1:6.2 LOADING (psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL O.q " Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.9 Code FBC2010/TP12007 (Matrix-M) Wind(LL) -0.00 5 >999 240 Weight: 5 lb FT = 20% LUMBER- I BRACING - TOP CHORD 12x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD I2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3=9/Mechanical, 2=113/0-3-8, 4=4/Mechanical Max Horz2=47(LC 8) Refer to MiTek "TOE -NAIL" Detail for connection to Max Uplift3=-4(LC 5), 2=-126(LC 8), 4=-2(LC 5) supporting carrier truss (typ all applicable jacks on this job) Max Grav3=11(LC 13), 2=113(LC 1), 4=1 O(LC 3) FORCES. (It) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: AS E 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=201h L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) ,eIt%%Y If I o 2=126. I ,off EL 3 . CIO 6) "Semkrigl pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. o G�P` ,, ...... M,9 ®0.��• .��G E N No 53681 % &cav � e�•'. STATE F : ��/ • O R i nit FL Cert. 6634 June 18,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 02/16/2015 BEFORE USE. Design valid for use only with Mftek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek'erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabdclatiom quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safey Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss 1russ type aty Ply Quinlan Addition replacement T7172810 72710 1 J3 MONO TRUSS 4 1 1 Job Reference (optional) Chambers Truss, I Fort Pierce, FL i.ozu s APT su zui o mi r ek mausmes, inc. T nu jun i o i i voza zu i o raga i 1 D:oHTg505Ds3TR?kt?m4?ZGyzbQDE-ha6BwwR7kiaQ1 pdSwyDE92JkLpsjE_75La_J PRz54b4 1-0-0 1 3-0-0 Scale = 1:9.6 LOADING (psf)� SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.011 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.01 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.00 7 >999 240 Weight: 11lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. IMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=56/Mechanical, 2=179/0-3-8, 4=30/Mechanical LC Max Uplift3=a (8 (LC 18), 2=-146(LC 8), 4=-3(LC 8) J Max Grav3=56(LC 1), 2=179(LC 1), 4=43(LC 3) FORCES. (I ) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-'10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft B=20ft;, L=30ft eave=4ft; Cat. ill; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to gifder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) ,`,0�1 { 111I►��,, 2=146. 00� — S. �^I� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `�,! G�P •C.J E N a No 53681 I ` P 1 'cci�. STATE s FL Cert. 6634 June 18,2015 I ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 0211612015 BEFORE USE. Design valid for use only with Mffek connectors. This design Is teased only upon parameters shown, and Is for an Individual building component. �' Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for to support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of The building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply Quinlan Addition replacement T7172811 72710 i J5 MONO TRUSS 4 1 � Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.620 s Apr 30 2015 Mi I ek Industries, Inc. I hu Jun 18 11:05:29 2015 rage 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-ha6BwwR7klaQlpdSwyDE92JgeppoE_75La_JPRz54b4 1-M 5-0-0 LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.04 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.Q Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.02 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD �2x4'SP No.3 REACTIONS.I (Ib/size) 3=98/Mechanical, 2=27010-3-8, 4=46/Mechanical Max Horz2=122(LC 8) Max Uplift3— 95(LC 8), 2=-191(LC 8), 4=-1(LC 8) Max Grav3=98(LC 1), 2=270(LC 1), 4=73(LC 3) FORCES. (Ili) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD; 2-3=-436/216 BOT CHORD,' 2-4=-303/497 Scale = 1:13.2 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: AS�E 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20fh L=30ft eave=4fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=191. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,,�eG�P,,EL S. • Mq e,�, s NG E•N •�i �s i No 53681 1 r o oP%: STATE F :.4�, do OR X eeSS fO N A� +111 FL Cert. 6634 June 18,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 0211612016 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. �� Appllbabilily of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllily of the iva�Tek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Addtion replacementT7172812 72710 �J7 MONO TRUSS 7 1Quinlan Job Reference (optional) cnamoers i russ, non Wane, r-L LozU s Apr sU ZV1b M1 reK inausines, inc. i nu vun iu i i:ub:au zuio rage i 1 D:oHTg505Ds3TR?kt?m4?ZGyzbQDE-AmgZ8GSIV3iHfzCeUgkTiFstzD5RzRM EaEjsxtz54b3 -1-0-0 7-0-0 _ 1-0-0 7-0-0 Scale: 3/4"=V LOADING(psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0� Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.05 4-7 >999 360 MT20 244/190 TCDL 7.01 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.15 4-7 >544 240 BCLL 0.0, ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0I Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.06 4-7 >999 240 Weight: 23lb FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i2x4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.I (lb/size) 3=1 41 /Mechanical, 2=360/0-3-8, 4=60/Mechanical Max Horz2=160(LC 8) Max Uplift3=-139(LC 8), 2=-238(LC 8) Max Grav3=141(LC 1), 2=360(LC 1), 4=102(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 223=-1017/585 BOT CHORDI 2-4=-678/1029 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft B=20ft-, L=30ft eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweerj the bottom chord and any other members. ®oA6j I I 1 i fill,, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100Ib uplift atjoint(s) except Qt=lb) 3=139, o��P ,C.J . N . 2=238. v ' 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� \ �• No 53681 ®�%: STATE F .:�14/� o ON Airt�oe FL Cert. 6634 June 18,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 02176/2015 BEFORE USE. Design vaild for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an individual building component. �� Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibllllty of the i1�iTek° erector. Additional permanent bracing of The overall structure is the responsibility of the building designer. For general guidance regarding fabricaliom quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply Quinlan Addition replacement T7172613 72710 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, I Fort Pierce, FL i.rizu s Apr 3u zuio MiTek ek industries, Inc. Thu dun iu i i:uo:at 20i5 rage i I D:oHTg505Ds3TR?kt?m4?ZGyzbQDE-eyEyLcTNGMg8G7ng1 NFiETO2adW KirI0puTPUKz54b2 -1-5-0 6-10-3 9-10-1 1-5-0 6-10-3 2-11-14 Scale = 1:21.1 2.83 F12 3x4 2x3 11 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud TCLL 20.O Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.03 6-9 >999 360 TCDL 7.0' Lumber DOL 1.25 BC 0.20 Vert(TL) . -0.06 6-9 >999 240 BCLL 0.0; ' Rep Stress Incr NO W B 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0, Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.03 6-9 >999 240 LUMBER - TOP CHORD I2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS I2x4 SP No.3 3x4 = PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. i (lb/size) 4=115/Mechanical, 2=390/0-4-15, 5=453/Mechanical Max Horz2=192(LC 8) Max Uplift4=-118(LC 8), 2=-264(LC 8), 5=-248(LC 8) Max Grav4=144(LC 13), 2=390(LC 1), 5=459(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORDI 2-3=-744/326 BOT CHORD 2=6=-445/707, 5-6=-445/707 WEBS I 3-6=0/261, 3-5=-821/517 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211t; B=20ft; L=30ft; eave=4ft; Cat. II; Exp C; Enel., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4-118, 2=264, 5�248. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 7=0(F=10, B=10)-to-5=-49(F= 15, B=-15) �a EL S. C E.N •,�i • No 53681 v � o�%: STATE F 10 SS j0 N M- a�it•eti4 FL Cert. 6634 June 18,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev. 0211612016 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is (or an Individual building component.� Appllcabllity of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for Lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrictation, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-11i6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated, Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: - — ANSI /TP-I-�--NotionaLDedgn Specification for Metal Plate Connected Wood Truss Constructs DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 0 Cl-2 C2-3 oav 4 WEBS C 0 U n_ �Pp U O ~ c7-8 c6-7 cs 6 BOTTOM CHORDS A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 0 bracing should be considered. c O 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. O d 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane otjoint AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. THE LEFT. 7. Design assumes busses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted., 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior © 2012 MiTek® All Rights Reserved approval of an engineer. 17. Install and load vertically unless indicated otherwise. rp 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone --- ---—isnotsufficient. iTek 20. Design assumes manufacture in accordance with MANSI/TPI 1 Quality Criteria. MiTek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 4 W Iti}tlsolon: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Vision: To be the Healthiest State in the Nation I I Bru�e-McCullers (Reliable Septic Services) POjBox 1116 Vero Beach, FL 32961 REq Contingency Letter Application Document No: AP1183748 Centrax Permit Number: 56-SF-1598574 OSTDS Number: 5210 Palm Dr Fort Pierce; FL 34982 Lot*"13 Block: 50 Dear Applicant: April 09, 2015. Subdivision: Indian River Estates Rick Scott Governor John H. Armstrong, MD, FAGS State Surgeon General & Secretary This will acknowledge receipt of an application dated 04/07/2015 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for Iuse with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If yl u have any questions on this matter, please call our office at (772) 873-4931. I I Sincerely, I � / I Chantele Potts, Environmental Specialist II I Enclosures Florida Department of Health in ST. WCIE COUNTY 5150 NW Miner Dr, Port Saint Lucie, FL 34983 PHONE: I1772) 873-4931 . FAX: (772) 873-4893 I I www.FloridasHealth.com TWITTER:HealthyFLA FACEBOOKFLDepartmentofHealtti YOUTUBE: tldoh ENERgY PERFORMANCE LEVEL(EPL) I, � r(° DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the EnergyPerformance Index, the more efficient the home. 5210 PALM DRIVE, FT. PIERCE, FL, ';1. New constru tiori or existing Addition 9. Wall Types Insulation Area 2. Single family�or multiple family Single-family a. Frame -Wood, Exterior R=13.0 448.00 ft2 b. N/A R= ft 3. Number of units , if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1(0) d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 363.00 ft2 6. Conditioned floor area (ft2) 366 b. N/A R= ft2 7. Windows— j Description Area c. N/A R= ft2 11. Ducts R ft2 a. U-Factor: S I, U=1.10 g 28.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 98 SHGC: SHGC=0.50 b. U-Factor, N/A ft2 SHGC: I 12. Cooling systems kBtu/hr Efficiency c. U-Factor N/A ft2 a. Central Unit 36.0 SEER:15.00 SHGC: d. U-Factor,: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: I Area WeigF�Ited Average Overhang Depth: 0.000 ft. a. Electric Strip Heat 34.0 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems - None required Ca N/A p a. Slab-On.Grade Edge Insulation R=0.0 366.00 ft2 a. EF: b. N/A R= ft2 b. Conservation features c. N/A R= ft2 15. Credits CF, CV I certify that this home has complied with the Florida Energy Efficiency Code for Building 4THEST. Construction through the above energy saving features which will be installed (or exceeded)FO in this home before final inspection. Otherwise, a new EPL Display Card will be completed �ki',°'�� _' *0 based on installed Code compliant features. Builder Signature:�Date: Address of New Home: Cit /FL Zip: Y WIE . *Note:) This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. - I **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I I EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software i FORM 405-110 RECE1`70 P^^ 101!15 FLORIDA' ; ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: I QUINLAN ADDITION Builder Name: ' Street: I 5210 PALM DRIVE Permit Office: City, State, Zip- FT. PIERCE, FL, Permit Number: Owner: QUINLAN RESIDENCE Jurisdiction: Design Locatiin: FL, Fort Pierce 1. New construction or existing Addition 9. Wall Types (448.0 sqft.) Insulation Area _ 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 448.00 ft2 3. Number of units'if multiple family 1 b. N/A c. N/A R= ft2 R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(0) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (363.0 sqft.) Insulation Area 6. Conditioned floor area above grade (ft2) 366 a. Under Attic (Vented) b. N/A R=30.0 363.00 ft2 R= ft2 Conditioned 1 1 floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(28'.0 6gft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 98 a. U-Factor: Sgl, U=1.10 28.00 ft2 I SHGC: SHGC_=0.50 b. U-Factory N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER:15.00 c. U-Factor? N/A ft2 SHGC: I 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 34.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weiglted Average SHGC: 0.500 14. Hot water systems - None required Cap: N/A I 8. Floor Types (366.0 sqft.) Insulation Area a. EF: 0.000 a. Slab -On Grade Edge Insulation R=0.0 366.00 ft2 b. Conservation features b. N/A R= ft2 c. N/A R= ft2 15. Credits CF, CV Total Proposed Modified Loads: 7.79 PASS Glass/Floor Area: 0.077 Total Standard Reference Loads: 10.83 I. I hereby certify that the plans and specifications covered by Review of the plans and 0� S7,4 this calculation are in compliance with the Florida Energy specifications covered by this �y e. O� Code. I calculation indicates compliance with the Florida Energy Code. vj �ii, '';, „'=�,.��fir.. � irn,:� .. •.;�. , ,,��`" „ O PREPARED BY: DATE: 004/15 Before construction is completed this building will be inspected for compliance with Section 553.908 0 * ° I hereby certify that this building, as designed, is in compliance Florida Statutes. �• �y with the Florida Energy C C0D WEAA OWNER/AGENT: BUILDING OFFICIAL: DATE: �-� DATE: - I I - Complia nce requires completion of a Florida Air Barrier and Insulation Inspection Checklist I I 3/3/201 i 3:19 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUINLAN ADDITION Building Type: User Owner: QUINLAN RESIDENCE # of Units: I 1 Builder Name: I Permit Office: Jurisdiction: I Family Type: I Single-family New/Existing:) Addition Comment: I Bedrooms: 1 Conditioned Area: 366 Total Stories: 1 Worst Case: No Rotate Angle: 90 Cross Ventilation: Yes Whole House Fan: No Address Type: Lot # Block/Su bDivision: PlatBook: Street: County: City, State, Zip: Street Address 5210 PALM DRIVE St. Lucie FT. PIERCE, FL, I CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range F L�, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 I 70 75 722 62 Low j BLOCKS Number Name Area Volume 1 I Block1 366 2928 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 i Main 366 2928 No 2 1 1 Yes Yes Yes I FLOORS #I Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 iSlab-On-Grade Edge Insulatio Main 56 ft 0 0 ft2 --__ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) I Hip Composition shingles 386 ft2 0 ft2 Medium 0.45 N 0.9 No 0 18.4 I ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 366 ft2 N N I CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 363 ft2 0.1 Wood 3/3/2015 3:19 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 I I WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1P Ft In Ft In Area R--V;;Ille Fraction AhSor C, 1 N=>EI Exterior Frame - Wood 2 E=>S Exterior Frame - Wood 3 W=>N Exterior Frame - Wood Main Main Main 13 18 0 8 0 144.0 ft2 0 0.25 0.3 13 19 0 8 0 152.0 ft2 0 0.25 0.3 13 19 0 8 0 152.0 ft2 0 0.25 0.3 0 0 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 W=>N Wood I Main None 0.39 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). / �/ # Wall �Omt ID Frame Panes NFRC Overhang U-Factor SHGC Area Depth Separation Int Shade Screening 1 h=>E 1 Metal Single (Clear) 2 W=>N 3 Metal Single (Clear) Yes Yes 1.1 0.5 12.0 ft2 0 ft 0 in 0 ft 0 in None 1.1 0.5 16.0 ft2 0 ft 0 in 0 ft 0 in None None None INFILTRATION i # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 I 480.01 26.352 49.558 0.3650 9.8363 I HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#1 COOLING SYSTEM #I System Type Subtype Efficiency Capacity Air -Flow SHR Block Ducts 1i Central Unit Split SEER: 15 36 kBtu/hr 1080 cfm 0.7 1 sys#1 SOLAR HOT WATER SYSTEM FSEC CI6rt # Company Name Collector Storage System Model # Collector Model # Area Volume FEF I ft2 DUCTS ---- Supply ---- V # Location R-Value Area i ---- Return ---- Air CFM25 Location Area Leakage Type Handler CfFI0125 OUT QN RLF HVAC # Heat Cool 1 Attic 6 98 ft2 Attic 24 ft2 Default Leakage Attic cfm (Default) 1 1 I 3/3/2015I3:19 PM I EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan HeatinIlan Feb Feb [[ ]] Mar [X] Mar Apr E APr f May [X] May I Jun j Jun [Xj Jul [ j Jul Auge 4 AuSep Oct Oct Nov Nov HX Dec Dec H VentingJan Feb �X] Mar [X] A r [ May [ ] Jun [ ] Jul [ Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 3/3/201513:19 PM I EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 i ' I i FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method I ADDRESS: 5210 PALM DRIVE PERMIT #: I � FT. PIERCE, FL, I - MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope I leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts I 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and I sealed in accordance with Section 503.2.7.2 of this code. I 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechan;cal 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. SwimmiIPg Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. i I 3/3/2015, 3:19 PM I I EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 i • -f - wrightseft- Project Summary Entire House rn For: L ^ F' Notes: QUINLAN RESIDENCE 5210 PALM DRIVE, ST. LUCIE, FL Weather: Winter Design Conditions e db 43 OF db 70 OF t TD 27 OF Heating Summary e 17173 Btuh 4281 Btuh vent (0 cfm) 0 Btuh ication 0 Btuh 0 Btuh ent load 21454 Btuh Method Construction quality Fireplaces Infiltration Vero Beach Municipal AP, FL, US Job: Date: Dec 04, 2014 By: Summer Design Conditions Outside db 91 OF Inside db 72 OF Design TD 19 OF Daily range L 'Relative humidity 50 % Moisture difference 65 gr/lb Sensible Cooling Equipment Load.Sizing Structure 21137 Btuh Ducts 6328 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Simplified Average 0 Heating Cooling Area (ft� 1602 1602 Volume (ft") 12816 12816 Air changes/hour 0.38 0.20 Equiv. AVF (afm) 81 43 Heating Equipment Summary Make Trade Model AHRI ref Efficiency 100 AFUE Heating input 20563 MBtuh Heating output 20563 Btuh Temperature rise 15 OF Actual air flow 1247 cfm Air flow factor 0.058 cfm/Btuh Static pressure 0 in H2O Space thermostat Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 26228 Btuh Latent Cooling Equipment Load Sizing Structure 5939 Btuh Ducts 2032 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 7971 Btuh Equipment total load 34199 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Rheem Trade RHEEM 14AJM SERIES Cond 14AJM36 Coil RHKL-HM3821++RCSL-H*3821 AHRI ref 3805982 Efficiency 13.0 EER, 16 SEER Sensible cooling 28050 Btuh Latent cooling 9350 Btuh Total cooling 37400 Btuh Actual air flow 1247 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 201 5-Mar-03 14:50:15 • - wrightsoft• Right -Suite® Universal 2612 12.1.05 RSU02818 page 1 ...Jason0ccumenta\Wrlghtsoft HVAC\SCHLITT - QUINLAN ADDITION.rup Calc = MJ8 Front Doorfaces: Load Short Form - v+ ootsoftQ i Entire House I For: QUINLAN RESIDENCE 5210 PALM DRIVE, ST. LUCIE, FL Htg Clg Outside db (OF) 43 91 Ins idedb(°F) 70 72 Design TD (OF) 27 19 Dalily'range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 0 65 HEATING EQUIPMENT Make Trade Model AHRI re f Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space (thermostat I 100 AFUE 20563 MBtuh 20563 Btuh 15 OF 1247 cfm 0.058 cfm/Btuh 0 in H2O Method Construction quality Fireplaces Job: Date: Dec 04, 2014 By: Infiltration Simplified Average 0 COOLING EQUIPMENT Make Rheem Trade RHEEM 14AJM SERIES Cond 14AJM36 Coil RHKL-HM3821++RCSL-H" 3821 AHRI ref 3805982 Efficiency 13.0 EER, 16 SEER Sensible cooling 28050 Btuh Latent cooling 9350 Btuh Total cooling 37400 Btuh Actual air flow 1247 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.78 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) EXISTIING NORTH RM 264 4791 5835 278 265 EXISTING PLAY RM 168 1013 1490 59 68 EXISTING HALL 63 104 216 6 10 EXISTING SOUTH RM 168 2014 3177 117 144 EXISTING WEST RM 405 6476 7972 376 362 EX CNTR STH RM 84 711 1785 41 81 EX CNTR NORTH RM 84 138 287 8 13 NEW IM. BED 176 3465 4871 201 221 NEW IM. BATH 133 2229 1346 130 61 NEW �M. WIC 42 A C 45 Aco 94 4nd 3 07 4 4Q NEW � HALL i • I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A.L i rF_ 1 Ir1!jI7j501T' Right -Suite® Universal2012 12.1.05 RSU02818 kZ—A (...Jason\Documents\Wrightsoft HVAC\SCHLITT - QUINLAN ADDITION.rup Calc = MJ8 Front Door faces: 2015-Mar-03 14:50:15 Page 1 Entire House 1602 21454 27464 1247 1247 Other equip loads 0 0 Equip. @ 0.95 RSM 26228 Latent cooling 7971 n l I AQnn I n4 ACA I 9A4nn I 40A7 I 40A7 IVI/AL.0 VVL G 1`+O`t 0-t IAA IG'tI IG'TI I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-03 14:50:15 g - wrigh"OW Right-Suite®Universal201212.1.05RSU02818 Paget R/4 -m..Jason\Documents\Wdghtsoft HVACXSCHLIT-r - QUINLAN ADDITION.rup Calc = MJ8 Front Door faces: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 1-'M truss designs rely on lumber values established by others. MiTe,''k ® RE: 72312 - Quinlan Addition MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: A Thomas Construction, Inc. Project Name: 72312 Model: Lot/Blockl Subdivision: Address: 5210 Palm Drive City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: i License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf I This package includes 8 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to161 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# I Truss Name I Date 11 IT6886336 JA 13/4/015 I 12 I T6886337 I Al 13/4/015 I 13 I T6886338 I GRA 13/4/015 I 14 I T6886339 J 1 13/4/015 I I5 I T6886340 I J3 13/4/015 I 16 I T6886341 I J5 13/4/015 17 I T6886342 J 7 13/4/015 18 I T6886343 I KJ7 13/4/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided,by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I I I I A�.,.��G�E •N 0 3 9-A 0 ' 3 STATE OF :I • toil, N A 11111111044 FL Cert. 6634 March 4,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply Quinlan Addition T6886336 72312 A COMMON 1 1 Job Reference (optional Chambers Truss, port Pierce, FL I.biu s dan 1b zu10 mi i eK mousmes, inc. vvea mar u4 io: i r-.aa wi o rage i I D:3?i_bxSZ56i_XL5a B5CE7 Mzkly W-?3eg rQO W caD7ThORB91F P7AxxX IF3 a DRQE5ZOozeH2 W -1-0-0 5-9-1 9-2-0 12-6-15 18-4-0 19-4-0 1-0-0 5-9-1 3-4-15 3-4-15 5-9-1 1-0-0 Scale = 1:34.0 4x4 = I" --- 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 I, Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ( Rep Stress Incr YES BCDL 10.0 I Code FBC20101TP12007 CSI. DEFL. in (loc) I/defl Lid TC 0.16 Vert(LL) -0.07 8-12 >999 360 BC 0.37 Vert(TL) -0.20 8-12 >999 240 WB 0.18 Horz(TL) 0.03 6 n/a n/a (Matrix-M) PLATES GRIP MT20 244/190 Weight: 77 lb FT = 0% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2z4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2�4 SP No.3 MiTek recommends that Stabilizers and required cross bracing [Installation guide. I be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 2=732/0-3-8, 6=732/0-3-8 Max Horz 2=-131(LC 6) Max Uplift2=-469(LC 8), 6=-469(LC 8) FORCES. (lb) I Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1143/699, 3-4=-888/550, 4-5=-888/550, 5-6=-1143/699 BOT CHORD 2-9=-526/1198, 8-9=-526/1008, 6-8=-526/1168 WEBS 4-8=-269/482, 5-8=-286/288, 3-8=-285/288 NOTES- 1) Unbalanced �oof live loads have been considered for this design. 2) Wind: ASCEI7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl.i GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)"Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=469, 6=469, 1 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss I FL-Cert. 6634 March 4,2015 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Info) motion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Quinlan Addition T6886337 72312 Al COMMON 6 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.610 s Jan 16 2015 MiTek Industries, Inc. Wed Mar 04 15:17:34 2015 Page 1 ID:3?i_bxSZ56i_XL5aB5CE7MzklyW-TGCC21P9NuL_5rzekspUxKi6hweUo1 Pafug7YFzeH2V -1-0-0 5-9-1 9-2-0 12-6-11 18-4-0 194-0 1-0-0 5-9-1 34-15 3-4-15 5-9-1 Scale=1:33.4 4x4 = 3z4 = 3x6 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 7.0 Lumber DOL 1.25 . BC 0.37 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.07 8-12 >999 360 MT20 244/190 Vert(TL) -0.20 8-12 >999 240 Horz(TL) 0.03 6 n/a n/a Weight: 78 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=732/0-3-8, 6=732/0-3-8 Max Horz 2=A 32(LC 6) Max Uplift2=-469(LC 8), 6=-469(LC 8) I FORCES. (lb) = Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 2-3=-1142/699, 3-4=-884/548, 4-5=-884/548, 5-6=-1142/699 BOT CHORD 12-9=-526/1199, 8-9=-526/1008, 6-8=-526/1169 WEBS 4-8=-275/491, 5-8=-292/293, 3-8=-292/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE I7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=469, 6=469. 6) "Semi -rigid litchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I� �Pg A. ,�� Q e vD 39380 :� 5 ATE s � i N A� E %% FL Cert. 6634 March 4,2015 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 02116/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown for lateral individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the is support of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Quinlan Addition � T6886338 72312 I GRA HIP 1 1 I Job Reference (optional) Chambers Truss, . Tort Pierce, FL 1-0-0 7-0-0 48 = 3 4-4-0 r..IU 5 Jan '. cu I� "' ert Illuu]IIICJ, III . vv - - rdye , I D:3? i_bxSZ56 i_X L5a B 5C E7 Mzkl y W-xSmaG5P n 8 BTrj?Yq I aKj UYF E7 Ky7XTJkuYag4hzeH2 U 45 = 184 7-0-0 1-0-0 Scale=1:34.0 4x4i= 2x3 II 3x6 = 3x4 = 44 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.13 7-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.20 7-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER- ' TOP CHORD 2z4 SP M 30 BOT CHORD 2z4 SP M 30 WEBS 2z4 SP No.3 REACTIONS. ('Ib/size) 2=1393/0-3-8, 5=139310-3-8 Max Horz 2=-104(LC 6) Max Uplift2=-869(LC 8), 5=-869(LC 8) PLATES GRIP MT20 2441190 Weight: 75 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide, FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2742/1662, 3-16=-2488/1593, 16-17=-2488/1593, 17-18=-2488/1593, I4-18=-2488/1593,4-5=-2743/1662 BOT CHORD 2-9=-1407/2461, 8-9=-1414/2486, 8-19=-1414/2486, 7-19=-1414/2486, 5-7=-1400/2463 WEBS 3-9=-153/548, 4-7=-162/549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=18ft; eave=10ft; Cat. It-, Exp C; Encl.,� GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 8. 5)'Plate(s)'at joint(s) 8 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss tias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=869, 5=869. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 327 lb down and 367 lb up at 7-0-0, and i120 lb down and 148 lb up at 9-2-0, and 327 lb down and 382 lb up at 11-4-0 on top chord, and 398 lb down and 224 lb up at 7-0-0, and 63 lb down and 4 lb up at 9-2-0, and 398 Ib down and 224 lb up at 11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I I LOAD CASE(S) Standard -1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 ♦�� p,S A. e ♦ 'C'�' �i �. '� EN3'' ,-9 • G 39380 :.�... STATE r .'�Z o C? is��ss �� N A; �� ;• ♦♦ FL Cert. 6634 March 4.2015 Q WARNING .-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication' quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. - Tampa, FL 33610 Job Truss Truss Type my Ply Quinlan Addition T6886338 72312 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Forl Pierce, FL LOAD CASE(S) StIandard Concentrated Loads (lb) -- Vert: 3=1200(B) 4=-200(B) 9=-398(B) 7=-398(B) 17=-87(B)19=-39(B) 7.610 s Jan 16 2015 MITek Industries, Inc. Wed Mar 04 15:17:35 2015 Page 2 ID:3?i_bxSZ56i_XL5aB5CE7MzklyW-xSmaG5Pn8BTrj?YgtaKj UYFE7Ky7XTJkuYag4hzeH2U WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev. 0211612015 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Quinlan Addition T6886339 72312 J1 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Fort Fierce, I•L I 1.b1U s Jan lb zwo MI i eK mousmes, inc. vveo Mar uq io:l vio zwo rage '1 I D:3?i_bxSZ56i_XL5a B5C E7Mzk ly W-xSmaG 5 Pn8BTrj?Yq I aKj UYF 19K3JXWa kuYag4hze H2 U -1-0-0 1-0-0 i 1-0-0 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = Scale = 1:6.6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 5 >999 360 MT20 1244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 1 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a ' n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix-M) Weight: 5 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 TOP -CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SO No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=113/0-3-8, 4=4/Mechanical, 3=10/Mechanical Max Horz 2=59(LC 8) Max Uplift2=-124(LC 8), 4=,1(LC 5), 3=-7(LC 5) Max Grav 2=113(LC 1), 4=12(LC 3), 3=11(LC 13) FORCES. (lb) I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- I 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=18ft; eave=oft; Cat. II; Exp C; Encl.,0Cpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except Gt=lb) 2=124. 6) "Semi -rigid pIitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I ``,` i �6 39380 ' �.. 5 ATE I- • ,s,;— N A' �,`,%� FL Cert. 6634 March 4,2015 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 0271612015 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral individual web only. Additional temporary bracing to insure stability during construction Is the responsibility of the support of members erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek` fabricatiorj, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply Quinlan Addition T6886340 72312 I J3 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.610 s Jan 16 2015 MiTek Industries, Inc. Wed Mar 04 15:17:36 2015 Page 1 ID:3?i_bxSZ56i_XL5aB5CE7MzklyW-PeKzTRQPvVbiK97OsHry01nSvkN RGzgt7CJEd7zeH2T 1-0-0 3-0-0 3x4 = Scale = 1:10.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (16/size) 3=56/Mechanical, 2=186/0-3-8, 4=28/Mechanical Max Horz 2=104(LC 8) Max Uplift3=-56(LC 8), 2=-141(LC 8), 4=-2(LC 8) Max Grav 3=58(LC 13), 2=180(LC 1), 4=43(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections.' `�11111111/�� 5) Provide r 1 vide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) ,,`,�_�n PS A 14 I�%. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,-" O. • C•E N S ., e" 9 D 3938OR X 0 3a o %I i,;��s;O N A' e.. I FL Cert. 6634 March 4,2015 Q WARNING. Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for loterol'support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabdcationr quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Qty Ply Quinlan Addition T6886341 72312 1 J5 MONO TRUSS 4 1 � Job Refere ce o ti nal Chambers Truss, Fort Pierce, FL 7.610 s Jan 16 2015 Mrrek Industries, Inc. Wed Mar 04 15:17:37 2015 Page 1 ID:3?i_bXSZ561 XL5aB5CE7MzklyW-uruLgnR1gpjZyJiDP?NBZzKZy8gi?Q3OLs3n9ZzeH2S -1-0-0 5-0-0 1-0-0 5-0-0 Scale = 1:15.1 3x4 = i LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 6.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 17 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb,/Size) 3=98/Mechanical, 2=271/0-3-8, 4=44/Mechanical ax Horz 2=151(LC 8) ax Uplift3=-102(LC 8), 2=-183(LC 8) Max Grav 3=100(LC 13), 2=271(LC 1), 4=73(LC 3) FORCES. (lb) -I Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD I2-3=-438/219 BOT CHORD '2-4=-360/552 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., IGCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mectlanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=102, - 2=183. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 March 4,2015 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev. 02/16!2015 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.' Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral 'support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobrication,lqualify control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job i Truss Truss Type Ply Quinlan Addition �Qty T6886342 72312 J7 MONO TRUSS 3 1 i Job Reference (optional Chambers Truss, Fort Pierce, FL 7.610 s Jan 16 2015 MiTek Industries, Inc. Wed Mar 04 15:17:37 2015 Page 1 I D:3?i—bxSZ56i—XL5aB5CE7MzklyW-uruLgnR1 gpjZyJiDP?NBZzKbbBG5?Q30Ls3n9ZzeH2S 1-0-0 7-0-0 3x4 = Scale = 1:19.1 LOADING (psf) I TCLL 20.0 I TCDL 7.0 BCLL 0.0 ' BCDL I I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TPl2007 CS1. TC 0.25 BC 0.57 WB 0.00 (Matrix-M) DEFL. in (loc) I/deft L/d Vert(LL) -0.06 4-7 >999 360 Vert(TL) -0.15 4-7 >537 240 HOrz(TL) 0.01 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 3=1 41 /Mechanical, 2=361/0-3-8, 4=59/Mechanical Max Horz 2=199(LC 8) Max Uplift3=-148(LC 8), 2=-227(LC 8) Max Grav 3=144(LC 13), 2=361(LC 1), 4=103(LC 3) FORCES. (lb) -I Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1031/606 BOT CHORD 2-4=-801/1147 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20111; L=18ft; eave=4ft; Cat. ll; Exp C; Encl., iGCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `,11111111,,, A. �IB� �� P` 5) Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except t-Ib 3=148, (Y ) 9P P 9 P 1 O P G- ) •'' • • "S; • e� �i �� O �,EN 6) "Semi -rigid pjtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 39380 r �L r 5 ATE r .�441` . �, A1- ` J �,,,111111►�� I FL Cert. 6634 March 4,2015 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component., Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication; quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job i Truss Truss Type Qty Ply Quinlan Addition T6886343 723f2 I KJ7 MONO TRUSS 2 1 i Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.610 s Jan 16 2U1b MI I eK maustrles, Inc. wea Mar U4 10:1(:3ts 2Ul0 rage i ID:3?i_bxSZ56i_XL5aB5CE7MzklyW-M1 Rju7SfR6rQaTHPziuQ6Atm4Y2RkpnAaWoKhOzeH2R -1-5-0 5-9-9 9-10-1 1-5-0 5-9-9 4-0-7 =1:21.3 3x4 = 3x4 = 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.02 6-9 >999 360 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 5-6 >999 240 BCLL 0.0 1 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 i Code FBC2010/TP12007 (Matrix-M) Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2z4 SP M 30 BOT CHORD 2z4 SP M 30 WEBS 2z4 SP No.3 I REACTIONS. (lb/size) 4=188/Mechanical, 2=381/0-4-15, 5=388/Mechanical Max Horz 2=239(LC 8) Max Uplift4=-197(LC 8), 2=-241(LC 8), 5=-192(LC 8) Max Grav4=224(LC 13), 2=381(LC 1), 5=391(LC 13) FORCES. (lb) j Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 2-3=-743/295 BOT CHORD 2-6=-460/699, 5-6=-460/699 WEBS 3-5=-767/505 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCEI7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=20ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ut=lb) 4=197, 2=241, 5=192. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 7=0(F=10, B=10)-to-5=-49(F=-15, B=-15) I FL Cert. 6634 Mnrrh A gnis; ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 0211612015 BEFORE USE. Design valid for'use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for latera� I support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricatioA , quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 1 0' /16�� C1-2 c2a 2. Truss bracing must be designed by an engineer. For themselves 4 WEBS cis wide truss spacing, individual lateral braces may require bracing, or alternative Tor I _ T 0 �� 0 bracing should be considered. 0 1 E 3 � y 3 = b O 3. Never exceed the design loading shown and never trusses. d�" U stack materials on inadequately braced Or 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7a ce-7 cs s designer, erection supervisor, property owner and plates 0-'iiG' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 soffware or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for [CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-131 1, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for Crushing Only. ,3 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. —Industry-Standards: ---__ __—_ _ __ ANSI/TPI l : National Design Specification for Metal — -- ---- ___ _ _ 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. — and -pictures) -before -use. -Reviewing -pictures alone DSB-89: Design Standard for Bracing. a is not sufficient. — BCSI: BuildingComponent Safety Information, P Y MiTek 20. Design assumes manufacture in accordance with g Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 5/6/2015 Florida Building Code Online e JdJ�U R' e e 9 Florida Deoa.gment=F BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Busines �� Profess i nab i Elf Product Approval ' +C '- USER: Public User Regulation j Product Aooroval Menu > Product or Apolication Search > Application Lis[ > Application Detail l Saa a_ a ,vf FL # FL11398-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Mlit M. 1171 Publications FBC Staff BCIS Site Map Links Search Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road HARVEY E. KOEHNEN Ft. Lauderdale, FL 33309 (954) 493-8551 Professional Engineer PE-32831 tomj@tc-alum.com 7205 Elyse Circle Authorized Signature Tom Johnston Port St. Lucie, FL 34952-3212 tomj@tc-alum.com Fax (772) 489-3035 Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com I ell Quality Assurance Representative � Address/Phone/Email uG Category Shutters Subcategory Storm Panels 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 Vladimir Knezevich the Evaluation Report Florida License PE-10983 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL11398 R2 COI 2008 Certificate of Independence-FBC-sipned.ndf Referenced Standard and Year (of Standard) Standard Year AST 30 2002 SSTD-12 1999 TAS 201 1994 TAS 202 1994 TAS 203 1994 j Equivalence of Product Standards Certified By https://floroabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvIL5Kl5SWld8L8NgFguofa4g954TbR8Pz9XONarHbILAp/o3d`/o3d 1/2 I 5/6/2015 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 04/26/2012 06/18/2012 05/06/2012 06/20/2012 04/28/2015 FL # Model, Number or Name Description 11398.1 .040-.050-.060 STORMLOCS PANEL 2" X 12" ALUMINUM CORREGATED STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: No FL11398 R2 II 08-353 (05-350) FL 2250 Alum 040 050 060 W Seal All 6 Pagesl.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: VLADIMIR KNEZEVICH PE-10983 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFERENCE SPAN CHARTS IN INSTALLATION Evaluation Reports DRAWINGS. FL11398 R2 AE 11398.Ddf FL11398 R2 AE Evaluation 11398 NHVHZ signed 9-10- 2008.Ddf Created by Independent Third Party: Yes 11398.2 050 HVHZALUMINUM STORMLOCS 2" X 12" HVHZ ALUMINUM PANEL PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11398 R2 II 12-142 050 .Ddf Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHARTS ON PAGE 6 FL11398 R2 AE 050 HVHZ Evaluation 2010.Ddf Created by Independent Third Party: Yes 11398.3 0615 HVHZ STORMLOCS PANEL 2" X 12" ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11398 R2 II 12-129 0615.Ddf Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: SEE SPAN/PRESSURE CHART PAGE 6 Evaluation Reports FL11398 R2 AE 0615 HVHZ Evaluation 2010.Ddf Created by Independent Third Party: Yes Contact Us :; 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® cl ha:l: Ruw Credit�ArFE d_ I I i https://florildabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5Kl5SW]d8L8NgFguofa4g954TbR8Pz9XONarH b1 LA`/o3d`/o3d 212 T r'easu re Harvey E. -Koehnen C oast Professional. Engineer #32831,' B Uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. may 5, 2015 To� Saint Lucie County Building, Department Re: Quinlan Addition Permit#: 1504-0207 To� It May Concern: Thisjetter is to respond to the 'Review Comments" list produced by your office on 5/1/2615. The following actions were taken: 1. Changed design structure to type IIB 2. 2 copies of the requested product approval will be submitted with this revision 3. Corrected the insulation callout on the wall section. 4. Corrected the insulation callout on the wall section. This should provide the clarification requested. If you have any questions, -please contact our olffice., Thank you. I Respectfully Submitted, WO!" Z NO 321331 o, STA'rE OF Z v . . ........... Harvey E. Koelmen, PE 32831 President 7205 Elyse Circle PHONE (772) 466-5509 TCBE, Inc. Tort Saint Lucie 'FAX . 1 (772) 489-3035 Florida 34952-8212 "E-MAIL hkoehnen@tcbeweb.com WEB SITE http://wm.fcbew6b.com \LOCATION \ { 2.0�2" t 2,02" 2.02" 1.05'" I I I 1.05" MIN. (TYP.) TYP. : .01" I .07� o 4 i I SEE NOTE , �� SEE NOTE w No.1D 1.17, ; No.10 12.00" COVERAGE I L 6,000" COVERAGE 14.375" 8.332" STORM PANEL @SCALE: HALF STORM PANEL SCALE : 3" = 1'-D" 1.525" 3" = V-0" 1/4-20 MACHINE 125" TYP, 686" " .086 -SCREW 012" O.C.(STUD_ _ _ .375" R 524" 24" DIRECTION MAY I .490" I 090" BE REVERSED) o inI.:- 150"'v^`��' 5 15i o 5?1- `.215"�1.215�'- .21! _ r n } �, 090" I 1060" ,,490" t 91 I�sym I/ 1.00, MIN. f yS L .315" R -�.632 5.00 MAX.--� 4b STUD ANGLE @ ANGLE 'C TRACK (FINISH) �� C TRACK SCALE: 3" a 1'-0"SCALE : 3" n V-0" SCALE : HALF SIZE SCALE : HALF SIZE G_WRL NOTES: 1. V!S PRODUCT EVALUATION DOCURW REPAWi'fS A 996 T13L 515 M4 DESIGNED AND TEED INAOMROANCE WITH THE FLORIDA BUILDING CODE. THIS PRODUCT IS SUITABLE FOR INSTALLATION IN AREAS OF THE HIGH VELOCITY HURRICANE ZONE (H M. 2. THIS SRUI TETR SYSTEM HAS BEEN TESTED FOR LARGE MISSILE IMPACT CYCLIC LOAD AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH FLORIDA BUILDING CODE TAS 201, 202 AND M. 3. ND INCREASE IN ALLMMABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR OF 1.6 WAS USED FOR LAG SCREW DESIGN IN ViOOO. 4. DETERMINE THE POSITIVE AND NEGATME DESIGN LOADS TO USE VMEHN REFERENCING THESE DOCUMENTS IN A.00ORDAM I WITH THE GOYSMIG CODE AND GOYERNIW WIND VELOCITY. 5, THESE PRODUCT EVALUATION DDCUMENTS ARE PREPARED BY THE PRODUCT EN4INEER AND ARE GEIMC THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 6. USE OF THEE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLOM ADMINISTRATIVE CODE. 7. THESE PRODUCT EVALUATION DOCUMENTS ARE MMiDED FOR USE QVLY BY A LICENSED CONTRACTOR, PROFESSIONAL EHGINER OR REGISTERED ARCHITECT AND ARE SURABIE TO BE APPLIED BY THE OUYTRdCTDR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED KOM AND THE CONTRACTOR VERIFIES THAT THE E?OSTING STRUCTURE DOES NOT DEVIATE IN EITHER FORA OR MATERIAL FROM THE 'STRUCTURAL -SUBSTRATES DETAILEDFIEREN. CONTRACTOR SHALLVEREFY E STINGSTRUC-TURECAN WITHSTAND SUPEIUMP(WD LOAD OF SH(LTTTI R. &. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMMED. 4. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DDCUMDA SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A LICENSED AND REGISTERED DELEGATED ENGINEER OR AROHRECT. SAID DOCUMENTS SHALL BEAR THE DATE SIGNATU ® AND E14DO SEAL OF THE DELEGATED ENGINEER OR H A4QHTEECT AND SIA BE S TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUIEOIK OFFIM GRANTING HUSIHHE R APPROVAL. 10. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITHIN I r OF ONE END EACH PANEL AS FOLLMgS: TOWN & COUNTRY INDUSTRIES FT. LAUDERDALE, >Z TAS 201 202 E 9I.B. LAt �'E MISSSE I`15CAPPROVED 11. STOBM PANELS SHAM. BE 101>4-H.34 OR M-H34 OR CQUAL AR."U M ALLOY WITH THE FOLLOWING MINIMUM THIOQNESS AND MEOiANICAL PROPERTIES: INOMRNAI 0.05T MINIMUM Fy = HO K.S.I. 12. ALL K.S.I. AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 13. ALL EXTRUSIONS SHALL BE 6053-T6 ALUMINUM ALLOY, U.O.N. 14, TTIONS NOTED HEREIN ARE THE MANUFACTIIRE:R'S P.EPRESEINTATION OF IMTERm USED 1N TESM is TOP & BOTTOM DETAILS SHowx MAY BE INTERt}iANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE AFPUCABLE. h & U HEADERS Mi%Y NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS. 16. IF PANEL OVERLAPS OPEIMIG BY 1.5 TM THE GAP BETWEEN WALL AND PANEL, NO SIDE CLOSURE ARE REQU11M. 1/4-20 MACHINE 1/4-20 MACHINE SCREW 12" O.C.ISTUD DIRECTION MAY BE REVERSED) _ ial 1•.125" TYP. STUD ANGLE @SCALE STUD ANGLE SCALE : 3" = T-0" o 3" a V-0" -.563'.0 -� .tF40" 13']452" 655" �313" �465" 65S" -+ 25 = _ _ 11 if 0.090" (TYP.) a 0,090" (TYP.) ir: , 30" IR 88j o N OR 0.050' 6063-T6 ALUM) I20 GA. GALV. STEEL GR 40 2.00" /- OPTIONAL LEG DIRECTION (ZAMAC 3 ALLOV) KEYHOLE BUILD -OBIT F TRACK � "F" TRACK $� •F" ANGLE - TRACK � WING NUT @ WASHER n" SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE i HALF SIZE z _ o --- \ FASTENER (dl 12" O.C. FOR DESIGN LOADS N�d Eo LESS THAN OR EQUAL TO 110 P.S.F. &C� -- �I HF" 8" O.C. FOR DESIGN LOADS GREATERrz �� Wo:2 THAN 110 P.S.F. (SEE ANCHOR SCHEDULE LU �a FOR ANY ACCEPTABLE ANCHOR) -- - - 3:=lf% 1r" MAX. 4v., MAX �� - SIDE ��J _ _ _ r PLANVNT FIWZ ME VIEW ��a ALUM. ANGLE 1 m� CLOSURE PIECE �� 1"x2"x0.125"MIN. TV� 2 x 5 x 0.125 MAX. EXISTING CONCRETE, Lmax., SEE STORM PANEL SPAN " HOLLOW CONCRETE BLOCK SCHEDULE - TABLE 1 TRAP MOUNT CLOSURE DETAIL OR WOOD FRAMING. SEE TYPICAL HORIZONTAL ELEVATION - - ANCHOR SCHED. BASED SCALE: 1/4" = V - 0" SHUTTER OVERLAP SHALL BE ON TYPE OF STRUCTURE A MINIMUM OF 1.S TIMES THE WIDTH UNLIMITED / SIDE CLEARANCE BETWEEN IPERPENDICUL-AR-TO i�- ' _THE_SHUTTER-AND-.WALL - PANEL SPAN) TYPICAL SECTIONS TOP MOUNT k MAX. �_- _ - 1 ALUM. ANGLE FASTENER @ 12" O.C. FOR $UILID OUT CLOSURE PIECE f- •' �315"6'' DESIGN LOADS LESS THAN OR DISTANCE 1" x 2" x 0.125" MIN. TO % EQUAL TO 110 P.S.F. & (iEJ B" O.C. \ ,' i - 2" x 5" x OA25" MAX. FOR DESIGN LOADS GREATER 1.00" THAN 110 P.S.F. (SEE ANCHOR cc 4EXISTING CONCRETE, e ,�, SCHED. FOR ANY ACCEPTABLE PLAN-..650„�I HOLLOW CONCRETE BLOCK m ANCHOR) VIEW , OR WOOD FRAMING. SEE I E N HOLE SLOT` ANCHOR SCHED. BASED " MINj W w / ON TYPE OF STRUC. - BUILD -OUT MOUNT CLOSURE DETAIL •''� •t' W H'� MAX. +3 315"m z i l 1/4" S pa, i, , 1. 0'� MAX. 1 cn / .5 . �.650"0-f i '+ • , EXISTING CONCRETE, �' --�-'r HOLLOW CONCRETE BLOCK C 't. -- - ' -KEY HOLE SLOT 12-1 0R WOOD FRAMING. ITYPA BOTTOM MOUNT WALL MOUNT CLOSURE DETAIL TYPICAL. VERTICAL ELEVATION TYPICAL CLOSURE DETAILS (PLAN) SCALE= 1/4" w T - 0" SCALE: 1-1/2" = 1'-O" HURRICANE PROTECTION "h" HEADER 0"U" HEAfy>:R BUILD -OUT "U" HEADER SCALE : 3" = 1'-0" SCALE : 3- i 1'-D" SCALE : 3" T T-0" p At �M a aeng fl It %r44 ,ri 12-142 slwnt 1 of 6 C:LMiDi_Projett5\MiDisparate_CAD\VJKneze ch\CAD2012\12-142 T&C_0500jR0•Sub\l2-142-01.dwg, 4f22f 2012 7:52:03 AM, Lam, 1:1.02329, wvnv.MiOi wm EXISTING C HOLLOW Cl WOOD FAA EXISTING GLAZING - SEPARATION FROM GLASS TABLE 2 EXISTING GLAZING - SEE MIN. STORM PANEL SEPARATION FROM GLASS ETE, EXISTING CONCRETE. ,TE BLOCK OR HOLLOW CONCRETE BLOCK OR aMECWOOD FRAMING REFERENCCEA,NCHOR (TYP• TOP AND BOTTON)- SCHEDULE FOR MAX, �•s MB. E SPACING r1/4" MAX. MB. 'tr w o # Wtl- a - W 41 F: J 03 F' EXISTING GLAZ^� ING - W�W VI 3: u X Z mQ Ea J N Cl CONNECTION TYPE `1/4" MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. Cl CONNECHONTVK SPACING REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cl CONNECTION TYPE - WALL MOUNT SECTION SCALE: 3" a T - 0" EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING EDGE �CSCONNEICTIONTYPE _ OIS7. REFERENCE ANCHOR Cl E -- _, ,S.CHED.U.LE-FOR.MAX. 3 SPACING i i x .MAX. r 3 Z_j 4 Q W � W W Z I �a STORM PANEL SEPARATION FROM GLASS TABLE 2 (4a�. MAY Ell:'sr.._ ''"REVERS EG DIRECTION M TYPI M TVPE CHOR OR MAX. 4" MAX. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING , EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING ITYP. TOP AND BOTTOM -r EXISTING CONCRETE, ,= HOLLOW CONCRETE BLOCK OR z w WOOD FRAMING p CONNECTION 7M O REFERENCE ANCHOR Fd- MB.' ; SCHEDULE FOR MAX. o -I - SPACING- - w - ; e�� 1/4" MAX W U Vi x za 4 a EXISTING 1 �, J GLAZING o w 1 g 7 SEE MIN. I-- J `/ STORM PANEL w c SEPARATION 1.2 UJ i FROM GLASS w =k-1/4" MAX. TABLE 2 m E z 5 Bi OPTIONAL TOP MOUNTING J ri W 1/4--20 MACHINE SOLT WITH LOCK NUT 12" O.C. OPTIONAL ITYP. TOP & BOTTOM) LEG DIRECTION BUILD -OUT MOUNT SECTION SCALE: 3"=1'-0" SEE MIN. STORM PANEL SEPARATION FROM GLASS f TABLE 2—' DETAIL �} (`PASS THRU` SEC.) ANCHOR SC,IiEDULE - 1/4 e0 ITW tAPCON W/ 1/4'0 POWERS CALK -IN W/ i/a" 1/4"fix MIN. 2-1/2" LONG WOOD LAG 111N. {CONC.) OR 1-1/4" EMBEDMENT to 1/4-20 STAINLESS SCREW w/ MINIMUM 1_3/f.' EMBEDMENT MIN. (BLOCK) STEEL MACHINE SHEAR PARALLEL EMBEDMENT R MAX. MAX. � T-`SPACING @ CEILING/FLOOR MOUNT SECTION THREE 1/4"Ox MIN. 4" LONG WOOD LAG SCREWS E24" O.C. MAX. WITH 1-3/4" MBEDMENT INTO WOOD MEMBER - EMBEDMENT u: r z u1 a- t'lW N r � a m 2" x 5" x 1/81' xX a x CONT. ALUM, �go ANGLE OR 4" ,J x 1/4" x CONT. ALUM. FLAT r�y� -1/4" ¢ MAX. 1/4"0 THRU BOLTS _ W/ LOCK NUT (dl 12" O,C. FASTENER, SEE DETAIL EANCFiDRCHEDUCE-, FOR MAX. SPACING TWO 2" x Cl CONNECTIQN TYPE 5" x 1/8" ALUM. ANGLE SCHEDULE FOR MAX. SPACING — EXISTING CONCRETE, HOLLOW CONCRETE BLOCK 0 WOOD FRAMING. SEE DETAIL(E}-- PERPENDICULAR "PASS THRU" SECTION � CEILING MOUNT) V SCALE: 3" - 1' - 0" t`J SCALE: 3" = 1' - 0" EXIST SEE MIN, STORM -PANE SEPARATION FROM GLASS TABLE 2— FASTENER @ 6" O.C. OR @ 12" D.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING "F" TRACK/DIRECT MOUNT SECTION � SCALE: 3" a 1' - 0" r-WOOD ROOF TRUSS OR FRAMING MEMBER .�• • % SHALL BE PERPENDICULAR � TO THE PANEL FACE � EXISTING STUCCO II [! 5_0_F_FHT R PLYWOOD -MAX. #14x 3/4" LL, TEK SCREW [O 12" O.C. I � o. BETWEEN $otu a TRUSSES p f 1 too EX: ¢ HURRICANE Lu vp CL w B W N W le0 m (A O }p � u n u 0 o� 0 C:LMiDi_Projects'vMiDisparate_CADWK►lezevith\CAD2012\12=142_T&C 0500.\R0•sub\12-142-02.ciwg, 412212012 7:51:5714M, Lam, 1:1,02328, wvnv.MiDisp3rala[am WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO } FINISH OR PLYWOOD SOFFIT EXISTING_ 1"x40OR1"xfill 062" CONT. ALUM. TUBE (6063-T6)— GLASS DOOR SEE MIN. STORM PANEL SEPARATION FROM -GLASS I TABLE 2 - P 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W1 1/4-20 STUDS @ 12" ONE 1/4"Ox MIN. S" LONG WOOD 'LAG C. SCREWS -�allt r 2� /2H EMBEDMENTWITH z TWO 1/4'Ox MIN. 4" LONG INTO WOOQ MEMBER P_ `cs CONMECRONwm STAINLESS STEEL TWO 1/4"Ox MIN, 4" LONG z USE 1!4",WOOD LAG S[REW ORWOOD LAG SCREWS WOOD LAG SCREWS E 1" 24" O.G. MAX. WITHPAN ELCO -- MALE/FEMALE f-3/4" MIN. EMBEDMENT @ 24" O.C. MAX. WITH ® t I PANELMATE REFERENCE ANCHOR 2 1/2" EMBEDMENT W SCHEDULE FOR MAX. INTO EXISTING INTO WOOD MEMBER m EXISTING STUDS w ,f SPACING WOOD FRAMING--f 3". x 4" x 1/3" x CONT. ALUM. M MAX, � i/2" TUBE 71TEK= LL - CONT. 3" x OR 4'" x Woau rYP #14 x 3f4°. �� ., v! 1/2" PLYWOOD II FRAMING REOlU1REp - 4 4a4b TES"$OC�W#14 x 3/4 �7 ;_ SCREW #a �' I " a' 1/4" MAX # Q•R (� 12" D.C. m W 1/4 1V w - : A BETWEEN �i�a a EXISTING _ )_MAX.: TRUSSES x C a GtAZINCi--ti �` c 35 a o m H 9 Um o x EMBEDMENT—. TWO 1/4"Ox MIN. 4" LONG STAINLESS STEEL fd4 OHItEC[i1QNTYPE WOOD LAGSCREWS 24'" MAX. WITH REFERENCE ANCHOR SCHEDULE FOR MAX. 1 MI MIN. EMBEDMENT IN IN 'CENTER OF STUDS - SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING - BUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" d m OC Fo' J DETAIL L LLI wl Z f U .+` V1 �\ x Z E (LJ N �- Cl CONNECTION rwE REFERENCE ANCHOR SCHEDULE FOR MAX. TE, SPACING 'E BLOCK OR NOTE: USE OF DETAIL SHALL BE IN CONjuNCTiON wtTH AN ' h `HEADER OR' U' HEADER TOP MOUNT C TRACK ASSEMBLY - INSIDE MOUNT �J SCALE: 3" a T - 0" 2 o: (L EMBEOMEN 1 o tea 4 uj � J to o lu N� u GLAZIM u �. tn X SEE MIN. x STORM PANEL �.' E a M SEPARATION t cn FROM GLASS` TABLE 2 `-1/4" 4 4 MAX. 1/4"Ox MIN. 2-1/2" LONG STAINLESS STEEL YJ000 LAG SCREW @ 12" O.C. 2" x 6" P.T. CANT, W/ 1-3/4" EMBEDMENT WOOD BLOCKIN INTO WOOD BLOCKING CEILING/SUILD-OUT MOUNT SECTION SCALE: 3" = T - 0" �s �Iz - P X-' s ,,--TO LOCK STRAP IN PLACE USE A THUMB ¢ SCREW OR A TRUSS Lu_J HEAD BOLT --- MACHINE SCREW WITH .675" x .675" r x .125" SQUARE ti SCREW HEAD -5/I.D. AND 1/22"" - O.D. x 3/16" MINIMUM NYLON 14-20 NUT (GALUSHING VANIZED) MIN. C-MCK ASSENIBLY - (BLOW UP) SCALE: HALF SIZE USE(4°)OR 6a H 1/4-20 x 3/4" MACHINE SCREW WITH .67S" x .675" x-:125"-SQUARE-_ SCREW HEAD-, ti X. EMN TYPE 1' 1" m REFERENCE ANCHOR x SCHEDULE FOR MAX. {-EXISTING CONCRETE. `` SPACING HOLLOW CONCRETE BLOCK OR WOOD FRAMING BUILD-OUT/FLOOR MOUNT SECTION SCALEt 3" - 1" - 0" 1/2" O.D. x 1/4" I.IS. 0/16" NYLON BUSHING OR1/4-20 S.S. NUT ITYP.I _/_41�.� OF STUD u C-TRACKASSEn ASSEMBLY (ISOMETRIC VlEm N.T.S. _0 oLq HURRICANE 111 E" W �x i . 4 -g<. LZ a I i 04/23j 1 142 C:\_NiDi-Projects\M!Disparate CHID\VJKneze0ch\CAD2012\12-14Z T&C-0500\,R0-sub\12-142-03.dwg, 412212012 7:51:51 AM, Ledger, 1:1.02338, wrm.MiDisparatp-mm EMBEDMENT SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2-- >TING WOOD MING '°= -CS EXISTING CONCRETE, - CONNECFIONHOLLOW CONCRETE BLOCK OR r � REFERENCE ANCHOR WOOD FRAMING --\ EMB SCHEDULE FOR MAX, SPACING - MAX, 1jyu O W ;1 Z —1 W (1 F- a La EXISTING GLAZING � x 2" 2„x #„ x 0.055" 6063-T6 ALUM. TUBE C3 REFERENCE ANCHOR N7CH R SCHEDULE FOR MAX. SPACINGS STORM- PANEL - 44a 9 sc SEPARATION �1 E a TABLE 1 j a 2ASS " MAX.F9 r kzl 1/4-20 S.S.BOLT NUT @ 11" O.C. �4u1 ��,,��,' -•, �- 2' x S" x 1/8" w O L•r S CANT. ALUM. ANGLE Cl CONNECTION TYPE +�+� _ - a r"r �' REFERENCE ANCHOR SCHEDULE FOR MAX. ua SPACING \ -r �► IEFER�EQEM a '' REFERENCEANCHOR 2" b 'SPACING SCHEDULE FOR MAX. t 1 EXISTING CONCRETE, 2 2 x 4' x O.OSS" 6063-T6 ALUM, TUBE—< HOLLOW CONCRETE BLACK 2"x S„ MOUNT SECTION OR WOOD FRAMING „WALL WOOLS OEILIN01 INSIDE MOUNT SECTION �J SCALE- 3" = 1' - Q" SCALE. 3" - V-0" 5" LONG HANDLE WIIVDIG WAN RIVETED TO PANEL Cl CONN 1/4-20 S.S. BOLT REFERE SCHEDL &. BOLT-&- WINGNUT- @) 24" O.C, (TYP.) PUNCH 1/2".-W I' HOLES- IN _ - - _ S.PACIN ADJACENT PANELS TO RECEIVE 20 GAGE STEEL THIS BOLT W/ PM NUT. PLACE SENTE x PANEL OVER EACH ADJACENT 2" 1/6" OR 2" S LVM. 1 PANEL AND FASTEN WINGNUTS ANGLE 1" OVERLAPFRAM THE INSIDE- 1 4.. I MAX. TYP. 1/4-20 S.S. BOLT S. BOLT. & WINGNI @ 24l' O.C. (TYP.) ENTPLTE STEEL A OR 2" x 2" x 1,18" 6063-T6 ALUM. RENT PLATE EXISTING BAY WINDOW " OVERLAP 1/4-20 x 1".MACHINE WASHERENW NGMUT La 12" O.C. (CONNECTS TO ADJACENT PANELI— WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE 4 'MAX.' [SEE SECTION T)/ (TYF �1 IYPICAL CORNER CLOSURE DETAILS (mot? S WrIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) �J SCALE: 1-1/2" = T-0" N.T,S, '. x 1-1/4" BOTH SIDES) WI W EXISTING CONCRETE. HOLLOW s s OR `� a rrr + ,,/—NON-STRUCTURAL FINISH MATERIAL BRICK OR rrr B, �0 CONNECTION TYPE REFERENCE NCHOR SCHEDULE FOR MAX. i+r*ice{.di+m=e+{*ice{+ �aia{bara{{{aiai�{ar+ I yrmr{r{�{rarar.rmr{h �r{rararar{rara�a{oral i - - �, �ararar{rarer raaara+, rr{rararar lra�{aararal , a • 7. n X Z A Q �IL 9 J N 1/4-20 STUDS IP 12"' 0. C. o 1 4" MAX. W' I I — -I ' = � i-t - 'C4PE CCNNEMON TY —� I I® REFERENCE ANCHOR 2" MIN SCHEDULE FOR MAX, 1/ EDGE I —I I SPACING NON-STRUCTURAL INN FINISH MATERIAL WALL MOUNT -BUILD BUILD OUT SECTION SCALE: 3'= T- 0" ANEL (MAX. PANEL HEIGHT = r - W & MAX DES1C,N L011O 02.00 P.S.F j INTERIOR FASTENING ANGLE ASSEMBLY -____-SCALE: 1== 1/2" 1-0.,_____ HURRICANE PROTECTIO r0 N '-•' ;4 } a R� ilk' W11JIML m 12�-142 N gleet4of 6 C:�NiDI_Projects\MiDlsperate CAD%VaKneevich\CAD2b12Ir12-142_T&C 05O01R0-sut}112-142-04.dWg, 4122/2012 7:52:52 AM, Ledger,►w 1:1.02338, w.M'IDisparatp_w n te- C.3 CD _J E13 w Lu cc ca :e CD C_') 4 C3 FASTENER MA)MUM SPAM-0 (INM REQUIRED FOR VMM DESIGN LOADS = SIMS LOAD SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (w) 61-01, 01-81. I 12.-Ol. 61-01, a.-o" 12.-0., P.S.F. (SEE NOTE 11 ISEE NOTE 1) (SE NOTE 1) Ise NOTE 1) ME NOTE 11 (SEE NOTE 1) MIN. fi EDGE DISTANCE MIN. 2 WEDGE DISTANCE ANCHOR TYPE MAX. (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE 9a NOTE 3) (SEE NOTE 3) ME wte 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) Ici C2 C3 C4 CS C1 C2 C3 C4 CS C.1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C1. CS 43.0 W14 141 14' 8 : 14714114 14!5 14 21 --14 iI4 ;4 '8 :14 13 1.1!1 !14:] a !1 4 4 lil, 14 114 ;24 J4 J1 ','14 130 14 !Z 50.0 14; 14 24 14 6 24'14 14 14 4 1444 14 � 14 :'-li4 14 J.' 1'. 14 9 4 le 7 72,0 14!14 1414' 4 14.8 14 1-1 3 1.- 5 14 5 14! 14114:24: 10 14 19 14 43 17 14 4 6 MV-10 17V TAPCON MW t-3/4'W Om it 04.0 14! 11 14'14" 4 14 6 1�� ;_9 7 N. 1,_7 fi !_ 131 �ij 114 14 7 114 :8 ji i i "6 _ _ 6 'S 150.0 W 3, it- j4- "1 3 14 1 6 .14 S 14 16 .9 l4tl 14- 5, & 14_ 1W, i- '6* 14 r_- , V210 — — I tz So" o 14114,14.14110 --j-, W14 f4 �_ , 4' i - . I'-- is - 5"'! 13 _� A,; - I . - _ 14 i 14 114 14 i4_ _14' 'ilA '11-4 '40- 14- 4 'Is 1 -ii,CI f,- 1 v : 1�. _7 `i41_ f4- 7 ii S _6 1- s- -5 43 1 4 -'fJ 14: 141 4114 10 _14 -9-- U - -1 illi ELIO ULTRAC&4 wl 113A, mx umumm 6 1` 614 i 5 1-4 f4 .5 15 14- 11 14 14 14 5 44-1-6 6 113' �3 15 113 5 5_ 'S 1-4-7. 5-i 5 ;13 T 5 4__ 5 13 3- 141 1 5 141 5 13 I 4 175 3 MIN. I IM EDGE DISTANCE MIN. T EDGE DISTANCE 112,10 43.0 50.0 14 14 14 14 9 141 1414! 14 8 1414 1 141 14 10 Id 14; 6 Ill4 5 141 7 14' 14 4 i3; -5 -i-3, 9 4 141 4 1 '14 14! 14 141 14 14 24 [14 1-, u 1., 14 14 12 11_47 -, 30 .1 g- ;i �q 9 A,# ALL POWs SOLD-Stl mill 72,0. 24 : 10, 24; 14, 5 2-2: 5 122 7 3 20i 3 9 j 3 3 1 147 14: 1"': 14! U i; a 14. �13 18 14 ! 6 un Ur EMKOMENT A Ifill a4.0 14 7, 14: 14' 4 10� 101 4 3 10 9 14i2!i4:1.-10 ii i i4 :i li I I i4 4 ;i 1 j 1!44 SIAXESS STEEL "ACHIM Smv --- - -- ISO.0 i - - — - - j . i4- S *i-4 � � '' 1 .6 11 - 14 Is 4 6 CIIINEI)MI 12: 12'12 U 12:10 11 ; I ill 112 7 12): 121! 12� 41� i jMMMW> 43.0 , . ' 1 2 1 . 32 12 1-1 112 1-1 42 '9 50.0 12: 12' 12 12 �1_12 l?2 ; L12 1 N2 R 2 a 12 i 12 1-12 6 _i_212: 12,12 12 110 12;9 12 '12 7 W - - .__ z_4 --- — . vvo tLfa mALfj FIl _72—.0 iij -1-2,: -r> 1. 0 5 22 _12" _1_2' -12- 10 7 _12G f2- -6 HATE'W11-11111i 0 vwVNESCREW 84-0 12 1-5- 4- 12i 12' 12 12 9 6 12' 6 12 '16 5 art. i -, 15 _o_ .- 6 ii fil 4 22, 4 112 1 12 15 14 22; 6 1 -1 - 6- -5. 5 12 i 6 12 6 5 ...... 43.0 14; 14! 14, 14 14 14[14114114:14 1413 I1Z 14J4:12 1, 141.f4 14 7]o 14 'fb 0 14- 14' It- IA- 14 14" 10 14 1_4 - 9 14 7 114 '7.. 7 VVit ELCO (WF FLEX wl 1-3/v . I tm 1-2- 84-0 14 14 14 14 4' 7' 7 -7 7 14 711 la 7 7 .14' 7 Id 150.0 1 1 i 7 1 1 MIN. 11' EDGE DISTANCE MIN. 21/2' EDGE DISTANCE r 43.0 81 8' 81 8 1 3 5 14, 124'14114 7 7 13 j7 ;7 '3 7 7 7 1 1 5 5 4 6 16 l4 i3 50-1) -7 i �19. 5 a 6 9 1 7-2 6 - [/Z 5 ro "' , - ;J/ 5 - 1/4"0 I1W IAK4)N W I-Vill' Wt 5, 3 __3 6 1 4: 8 8 4 4 4 3 3 7 3 7 7 3 5 4 i50-o ,-4 43.0 14! 14: 24' 14! 6 11 S 111 12; A a 3 S 8 3 14 14 114; 14 3 111 9 !11 S 8 3 18 'a 50.0 14 14, 14: 141 5 9 5 -7 -5 14114; 14'14 7 9 15 9 5 7 5' 3" 9 3 7 72.0 -9 9 4 6 6 5 9 9 5 6 6 A' 3 5 f 5 V479 F.L(0 ULTRIll 84.6 8 'A 8 _ 0 / - - 01 5 W/ 1-314, Hot 43.0 lei -14: 24! 14 j 5 22! 9 122 22! 3 9 i 4 9 1 9 ]4!34jl4:l4;Il 14J14,14!24: 3 1416 14 1.; 15 010 50.0 14 j 14, 14! 14: 4 10 6 10 10 3 7 3 7 ;3 14 114 1.-124:30 1419 .14 34 17 12 5 12 8 5 72.0 TO' fi 10 10 3 7 3 1 1- "I 4 114-11 -P _Y fl- 117 f I I 3 - ,o 2 4, 4: T, f4 i�o 6 id-1 "110 4 �4 0 "s i V4'0 6%&oFLr A ,7 W1 I-V;' 84-0 1 ! I 1 9 3 8 i 3 j 3 'J* 1 3 -8 3 1 JI g 3 a MIN. 24 EDGE DISTANCE MIN. 3'EDGE DISTANCE 14- 4-L moo -413.0 i V -m:-, -2,R-11-ill -14- a- 14--�-7- - -14LIJI-�14A4- -14�1 24 1 2"G- -14- jj', jj ", - - * - ' -- -- T 50-0 14' 14 1414.. 32 14 ! 12:14:14 1 8 14! 6 1411 6 _14LI4. 'q_ -34- -.1 1� 34 14 614-:-6 _j Lp. -'10 4 4 10 4 !3 1"12 lit!14. 9 241 6 . 14: 9 16 12 i 11' 14 14: 6 13 � S ! 13 8 '4 10 uvo ALL PONTS Sajol 4, :4 �-- T - 84.0 14, 1 L4! 14 5 11,4 ill 5 .4 10 L4 �kl) ,4 9 1tt 4 :13jS ;S 1214 11 �4 i4 Mm MTN 7/r -1 V4-N tTAKESS STUL - 150-0 10, 4 10'. A 3 10, 41110 4 .3 1014 10 :4 3 1214 11- 4 4 1214 1 4 1214 11 i 4 ;4 43.0 12' 12' 22 - 121 & 12"32!22 12 16 12 !S '12 12 4 121j?jj?,1 4 ?;' R 1; 1�; ;2., ;2 6 12! 6 12:12 '4 T-, I I v , 0.0 2.12 12� 12 7 '14 '16- 1- 12, 12 -4 12: 8 i12 l2tS 10 i7 is l21W:12112 8 9 1017 i4 ol 22: 8 '12 ! 12 - 5 4 10, 6 4 6 3 7 -3 :3 - 9 2'2: l 10 4 20 6' .3. 8 '3 7 13 0/, V4*0 ELIO Kim FEMIE 72. D tf� C IqAJHXE SCREW 3' -7 :'s ij i izrii* i -i 4 i EME 4 .9 12: 6 ; 12'12. 4 8 3 18 3 3 i - . -- .- I I V./. i -A i 2 3 7 .3 13 8 3 7 .3 wl mmu ISO.0 4 V& _7 ' -3 �/;A 3 V/, 7 �3 I, i ANCHOR SCHEDULE FASTENER (MAUL WO SPACING ORCM) REQUIRED FOR VARIOUS DES= U= AM SPANS LOAD MIN. 3141 EDGE DISTANCE (W) SPANS UP TO SPANS U1P_TC1__ spAmt-UP TO P.S.F. W-0.1 8._811 12*-0" ANCHOR TYPE MAX. JSEE NOTE 11 MEE NOTE 0 ISEE NOTE 1) ME CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE WE 3) (SEE NOTE 31 1) C1 I C 2 i C3! C 4 i CS C1;C21C3jC4:C5 C1!C21oC3 1 C4:cs MIN 43-0 14' 14! 14' 14: 14 24+114 14; 7 50-0 14; 14, 14 14 i'll 14' 14 14 _LIP 14; 9 14113 114 141 6 4 9 14112' 14 14 j '' 2 149 5 84 ';4 14 4� -i 150.0 -141 8 14 9,5 -. 14; S :14 9 .5 14 8 1 Jd: 9 5 43.0 14�141114 13i 9 ;13 13 9 4 9 gill C3CT Ilia 50.0 14 —14 14 14517" 3 9 S CD 72,0 11 6 114. �x 7 3 a Wn ouskm W/ w EM_OL&==SS STEEL 84.0 9 1 4 9 7- 6 150.0 __61 5* St 6. 5lo 1.3.01 14114!14,14113 14114; 14114 9 14110 14, 14! 6 5o.o 14 14 f4* 14 1. 7 14 13 5 114"# ELCO HALE/ nMALE IS 11K W1 7m. xx nva 72.0 14,14:24,24; 8 W�JOI 1.1 7 14 111 15 , 5 '13 4 fmams "Am SCRtW WITH Iffir 84.0 W 14, t 14- 14-1 t 5 113 5 4 15 0. 0 114 W A; t 14l Ylfj* Y' NO OR NOTES_ 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWAD� A%ST ORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHDWH IN T LE 1 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE, SELECT DESIGN LOAD GREATER THAN Oil EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4_ EXISTING STRUCTURE MAY BE CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE POR PROPER ANCHOR TYPE BASED ON TYPE Or EXISTING STRUCTURE. S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 1. WHERE EXISTING STRUCTURE IS WOOD FRAMING W000FRAMING CONDITION S VARY. FIELD VERIFYIA ARE IN ADEQUATE EWO01FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4- (MIN-1 WOOD kTLJn- 71/.L" PHILlIPS PAN HEAD 7dR'WE)Z*i;fA6. 9. MACHINE SCREWS SMALL HAVE MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK SOLT), U.O.N, 10. 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUIT. 12. ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED IN CONCRETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE. ISa FOR- ELCO CRE-TEFLEX -SS4i- C0N.0RETE- STRENGTH. Fc-3.5 KSf.- FOR- iTW TAPCON, CONCRETE STRENGTH, Fc---3.2 KSI. FOR ALL OTHERS CONCRETE STRENGTH, Fc<- 3 KSI. HURRICANE 111 v -49 FL do oil A51IR 0312 MOr ftog = 12-142 3TECTION gw!et 5 of 6 C:\_MiDi_ProjectsNMiDisparate_CAD%VJKnezevichNCAD2012NI.2.-142_T&C_0500�RO-sub%12-142-CS.dwg,4/2212012 7:52:41 AM, Ledger, l:I,02331,wvnv.MtViSparatp_com C:\-MiDi_Projects\MiDisperate_CAD�VJKneaevich\CAD2012\1.2-142 T&C_0500\RO-sub\12-142-M.dwg, 4122/2012 7:52:32 AM, Ledger, 1:1.02331, wrAv.MULVarabPaoom LEGEND OF SURVEY LOT 34 ABBREVIATI❑NSI A/C AIR CONDITIONER AVE AVENUE AVG AVERAGE B.B. BEARING BASE BM BENCH MARK ' BLK BLOCK BLVD BOULEVARD CALCULATED C CHORD BEARING CM. CHORD DISTANCE C.B.S.B.CONCRETE BLOCK STRUCTURE }}� CHORD DISTANCE .4k Lucie County Health Department CD CENTERLINE -QLR - -CLEAR ---Env1ronmsntal 4aalth-- = - - C.L,F, CHAIN LINK FENCE • A C.M.P. CORRUGATEDONUMENIMETAL��FP�11C System Appeara Adequate CDNC CONCRETE ^ ,., . 6 - 5 j%- �S4$ S? `{ CDR CORNER �or PrOQ0560 %oon. ia.-6dion CT. COURT ry, '� �, .. DEED ! I�� rbs::i'rC:::J �G'1ta i.L.• u�G1ru.:i�G D.B. DEED BOOK D ST DISTAN ELD "Iorbrmance t T DRAIN. DRAINAGE _ - Q)9 EAST EASE EASEMENT ELEC ELECTRICAL - EL ELEVATION I - FIRST FLOOR FRD FOUND FCM FOUND CONCRETE 1' ' MONUMENT a-�--� FPL FLORIDA POWER 6 LIGHT . GND GROUND HW HEAD WALL I LOT 11 HYD FIRE HYDRANT I.P, IRON PIPE I.R. IRON ROD v 1 LENGTH L LIMITED BUSINESS LB LIGHT POLE LP MEASURED M MANHOLE MHWL MEAN HIGH WATER LINE MON MONUMENT J �� NORTH N.A,V.D. NORTH AMERICAN VERTICAL DATUM O.H.W. OVERHEAD WIRES pPG PAGE . P/K PARKER-KALON (TYPE OF NAIL) PC POINT OF CURVATURE PCP PERMANENT CONTROL POINT. I — PI POINT OF INTERSECTION `I POB POINT OF BEGINNING co PRM PERMANENT REFERENCE L7,1 MONUMENT 997.0 PROP, PROPOSED PP POWER POLE PT POINT OF TANGENCY REC RECORD BY PLAT OR DEED R RADIAL OR RADIUS R/W RIGHT OF WAY . S - SOUTH SEC SECTION SQ.FT, SQUARE FEET- S.R. STATE ROAD ST STREET STA STATION T TANGENT TELE TELEPHONE TR TRACT TWSP TOWNSHIP U L D UTILITY L DRAINAGE UTIL UTILITY W WEST WF WOOD FENCE . WM WATER METER WV WATER VALVE p DELTA ANGLE �—s COMBINED LOTS NOTE, ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18' LONG #5 REBAR ALL FOUND CAPS ARE A 5/8' ROD WITH A CAP AS LABELED ON SURVEY LOT 35 LOT 12 FND. 1/i PIPE . tiCD 0.E! 0.9'W O O O 0 QI l� 4' O.G' SOUTH FND. 1/"PIPE 0.2' SOUTH PP L(,)T 3G G' WOOD rrNcEqq G' WOOD FNCE 1.1' EAST UO.00� 0.2E EA51 1 SOO.00•00•E 1 I �II I OI �I k. Ili ' I a PROP. I CONC. `� ADDITIO _I PADS LOT 37 FND. REBAR 1.2'5. 0.4'W. O 0 T4 LOT 13 N LOT 14 1 STORY GONG. N �.7, FRAME IV a A/C PAD O ' — 2G.0_ _ a.3 #5210 <: - EL.=2G.3' 6- ;1^Z, � '.t ,� � r� CONC. E 4 GONGS BM ON PK EL.=1G.7B' ROCK tit I ENTR7 tit tit DRIVE NI FND. REBAR ticuR 6.3'S. 0.9_E. GONG.'—� DRIVI:.10' SWALE . C 7 PALM DRIVE_ C GO' R/W 20' PAVEMENT LEGAL DESCRIPTION, ALL OF LOT 13. BLOCK 50 INDIAN RIVER ESTATES. UNIT 7 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10. PAGE 75 OF THE PUBLIC RECORDS. OF ST: LUCIE CO., FLORIDA. SAID LANDS LYING IN 5T. LUCIE CO., FLORIDA. ' CONTAINING 0.23 ACRES MORE OR LE55 SURVEY NOTES: =— — 1: LANDS SHOWN HEREON WERE NOT ABSTRACTED - FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD. `2. NORTH ARROW SHOWN HEREON IS ORIENTATED. AS SHOWN. 3. THIS SURVEY IS CERTIFIED ONLY TO THE. BELOW NAMED INDIVIDUALS. 4. ELEVATIONS (IF SHOWN) HEREON 'ARE BASED ON N.A.V.D. (1988). UNLESS. OTHERWISE NOTED.. . 5. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 5. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY - CLIENT... 7. NO STRUCTURES OR UTILITIES THAT ARE - BENEATH THE SURFACE HAVE BEEN LOCATED.' 8. BEARING BASE- ON NORTH LINE OF LOT 13. 9. ORIGINAL SLC BM: "LAKE" EL.=14.95' NAVD GERTIPI>=D TO• LISA M. QUINLAN ' ELAINE M. WOLLMAN NOO'00'00'E RONt 50.00, SWES 9 Q r, lJp F NEAR r ZNG. TECH. THIS DRAWING AND COPIES THEREOF ARE NOT VALID SURVEY TYPE: FLOOD ZONE# X WITHOUT THE SIGATURE AND ORIGINAL RAISED SEAL HAYHURST LANL) SURVEYING ING. BOUNDARY/51TE DATE: REVISIONS: INT. EFFECTIVE DATE 2/1G/12 OF . A FLORILA LICENSED SURVEYOR AND MAPPER, _ PANEL No. 12111CO28IJ CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4� DRAWN BY: .I.D J. ®INDICATES EXISTING/AS-BUILT PROPOSED ELEVATION VINDICATES PROPOSED ELEVATION SURVEYING. + rIIAPPIN01 COMPANY CHECKED BY: ELEVATIONS .ARE FOR CALC, W.E_H. PURPOSES ONLY, 4 4 5 G T" S T . S _ W _ U n I -t - 7 FIELD BOOK:. THERE ARE NO WELLS OR SEPTICS 334 WITHIN 100' OF PROPERTY UNLESS SHOWN, f� VERO 6EAG'rf. PL. 32962 PAGE N0: 50 INDICATES LOT DRAINAGE (' FIELD DATE: LOT AREA 10,000 sq.ft. PHONE: (772) 569-6680 11/20/14 SEPTIC TANK . WILLIAM E. HA URST /il �/�, � 1•=3O' PROrEbb10HAL. bURVEY R �- MAPPER L FAX: (772) 770-3446 SOALE: rL ORIDA REGIbTRATION NO 4416 DgfiE IGNED JOB NO: 14 —A OO LEGAL DESCRIPTION, ALL OF LOT 13. BLOCK 50 LEGEND OF SURVEY LOT 34 I LOT 35 LOT 3G LOT 37 INDIAN RIVER E5TATE5... UNIT 7 ABBREVIATIONSI A/C AIR CONDITIONER ACCORDING TO THE PLAT THEREOF AS. RECORDED AVE AVENUE G' WOOD G' WOOD IN . PLAT BOOK 10. PAGE 75 OF THE PUBLIC AVG AVERAGE H.B. BEARING BASE FENCE Q . FENCE RECORDS .OF ST. LUCIE CO.. FLORIDA. SAID. BM' BENCH MARK 1.1' EAST 50.00 0.21 EAST BLK BLOCK LANDS LYING IN ST. LUCIE CO.. FLORIDA. BLVD BOULEVARD �OO•OO,OO•E CALCULATED CONTAINING 0.23 ACRES MORE. OR LESS . C CHORD BEARING CID. CHORD DISTANCE C.B.S. CONCRETE BLOCK FND. Y2 PIPE FND. REBAR STRUCTURE 0.B,5. 0.9'W. I I CHORD DISTANCE n 1.2 5. 0.4'W. —RCLEARRLINE _ i �I SURVEY NOTES: C.L.F. CHAIN LINK FENCE — - _ 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED C.M.- CONCRETE -MONUMENT 1 I FOR-RIGHTS=OF=WAY AND/OR -EASEMENTS -OF - �, C.M.P. CORRUGATED METAL PIPE - - 1 I - CONC CONCRETE _ O - RECORD. - COR CORNER pl I 2. NORTH ARROW SHOWN HEREON IS ORIENTATED CT• COURT D.B. DEED BOOK ,O^^ O AS 'SHOWN. . D.F. DRAINFIELD Y) O 3 THIS SURVEY IS_CERTIFIED ONLY, TO THE BELOW EST DISTANCE I I ,, NAMED. INDIVIDUALS DRAIN,. DRAINAGE I B A� FORM N 4. ELEVATIONS (IF SHOWN) HEREON ARE BASED EASE EASEMENT LOCATION 88 .. UNLESS OTHERWISE NOTED. I � � BOARD ON N.A.V.D. 19 ELEC ELECTRICAL EL.. ELEVATION I ELr23.T N LOCATION : + , FIRST FLOOR �' I EL'.-2G.3 I, 5 LEGAL DESCRIPTION SUPPLIED BY CLIENT. FRD FOUND I O p 17.G 3 6. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED. BY FCM FOUND CONCRETE I, ' - - • CLIENT. MONUMENT FPL . FLORIDA POWER L LIGHT O 7. NO STRUCTURES OR UTILITIES THAT ARE GND GROUND HW HEAD WALL � LOT 11 LOT 12 O LOT 13 O' LOOT 14 BENEATH THE SURFACE HAVE BEEN LOCATED. HYD ` FIRE HYDRANT I O 1 STORY ' GONG.% S. _BEARING BASE ON NORTH LINE OF LOT '13. I.P. IRON PIPE I FRAME ry . A/C PAD O 9. ORIGINAL- SLC BM: "LAKE" EL.=14.95' NAVD I.R. IRON ROD O 2G.0' 8.3�3_7 Cg O LENGTH' ----- #5210. • L LIMITED BUSINESS Q C E R T I P I i= D T �• LB LIGHT POLE - I � EL.=2r0.3' . _ :. LP MEASURED V I a M MANHOLE 4' C.L.F. MHWL MEAN HIGH WATER LINE 2G.2' L15A M. QUINLAN MDN MONUMENT. O.G' SOUTH a ; NORTH 1 StI IQ wplo"JI( L ie CO. �L 60NC. in ; cones:• 5 ELAINE M. WOLLMAN _ .. . _ N.A.V.D. NORTH AMERICAN �J VERTICAL DATUM ROCKI ENTRY O.H.W. OVERHEAD WIRES pC1ledPPG PPLApG7E DRIVE OI P/K PARKER-KALON (TYPE OF. NAIL) UjI PC POINT OF CURVATURE Ni. PCP PERMANENT CONTROL POINT 1 FND. I/p•PIPE FND. REBAR PI POINT OF INTERSECTION I I POB POINT OF BEGINNING 0.2' SOUTFt 0.3'S. 0.9'E. L.�1 PRM PERMANENT REFERENCEL -f A MONUMENT qq / .0' q - - N00*00•001: . PROP. PROPOSED PP O L 1 -OVF� PP POWER POLE GONG. ` PT POINT OF TANGENCY - DRIVE•' 10' SWALE ' BO.00• REC RECORD BY PLAT OR DEED R RADIAL OR RADIUS R/W RIGHT OF WAY a . 2015 S . SOUTH �. a SEC SECTION 1 Public V1/oYks SQ.FT. SQUARE FEET PALM DRIVE tiG S.R. STATE ROAD (� St Lucie Cor��yl ST. STREET `� Y, FIL STA STATION C GO' R/W 3 20' PAVEMENT r T TANGENT _ - - - TELE TELEPHONE TR TRACT TWSP TOWNSHIP BM ON PK U 6 D UTILITY 6 DRAINAGE UTIL . UTILITY EL: 1G.78' W WEST : . WF WOOD FENCE WM WATER METER WV WATER VALVE. A DELTA ANGLE E�NOTE, .COMBINED LOTS ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN IS- LONG #5 REBAR ALL FOUND.CAPS ARE A 5/0' ROD•WITH A CAP AS LABELED ON SURVEY THIS DRAWING AND. COPIES THEREOF ARE NOT VALID SURVEY TYPE FLOOD ZONES X WITHOUT THE, SIGATURE AND, ORIGINAL RAISED SEAL I" fAYHUR5T LAND 'SURVEYING INC. BOUNDARY/51TE DATE: REVISIONS: INT. PANELEFFENo TIVE 12111CO2 1J OF A FLORIDA LICENSED SURVEYOR .AND MAPPER. DRAWN BY: 5/27/15 FORM BOARD LOCATION JDJ WINDICATES EXISTING/AS-BUILT ELEVATION CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4� J.D.J. VINDICATES PROPOSED ELEVATION SURVEYING + MAPPING COMPANY CHECKED BY: ELEVATIONS ARE FOR CALC. W.E.H. PURPOSES ONLY. 4 4 5 9 T f-t S T . S . W : U FI I't —7 FIELD BOOK: THERE ARE NO WELLS OR SEPTICS 334 WITHIN 100' OF PROPERTY UNLESS SHOWN, PAGE NO: �-.�-� INDICATES LOT, DRAINAGE VERO BEAGI-t. FL. 32�162 50 ` LOT AREA 10.000 FIELD DATE 11/2OI14 5 SEPTIC TANK. • PHONE: (772) 569-6680 �- SEPTIC WILLIAM W- t-tAYOORr=T 5/28/15 FAX: (772) 7703446 SCALE` Oi'=30•:. 'RFC660R 1NAL 6UVCYG MArPCR - - FLORIDA RCGILTRATI N 4-- NO 4416 DATC 610NCD _ • JOH NO: 4A -.30 0