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Home My WebLink AboutSUBMITTED PAPERS_1DATE FILED I • J • l PLAN REVIEW FEE: RECEIPT NO.: �• PERMIT NUMBER: /�(l I • 06; CONCURRENCY FEE: Q az) RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED �G St. Lucie County Building and Zoning ;. 2300 Virginia Avenue �lORI`3p • SCANNED Ft Pierce, FL 34982-5652 60 BY 772-462-1553 0, L St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION ® 1. LOCATION/SITE ADDRESS: O Th. 3 ` f 0 2. PROJECT NAME:h,+9ll rr = SITE PLAN NAME: 54 ,v, 9- 3. PROPERTY TAX ID#:IDG-SOS-G�7cl-��O"U ® 4. LEGAL DESCRIPTION (attach extra sheets if necessary):D�"?T �rGf�Ts 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. rC 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): J4 LOT DIMENSIONS: -5G- 0 11 -d 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: 4!4A157- 1dC:1 4 SETBACKS (ACTUAL) FRONT: 2,1-- BACK: J6' RIGHT SIDE: a1Z ' LEFT SIDE: &4' TYPE OF CONSTRUCTION (Check all appropriate boxes) tNEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) Owl 13. DESCRIPTION OF PROPOSED USE: S' 14. 1 SQ. FT OF CONSTRUCTION: [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT 1st FLOOR: / 5:SV2 P 16. fts. VALUE OF CONSTRUCTION: $ 6101 0&0. �v The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION ® NAME: ADDRESS: /,' h S T /• ?' /�/?—G �� S'� CITY: IX7 1: I>> F> A-GG— ' ` STATE: P-L ZIP: -A - 9 S� PHONE (DAYTIME): -(�� Email: IF THEf•FBESIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE, OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: 114A ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: o iL/ n(c�l'Z ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: F PHONE (DAYTIME): FAX NO. Email: ARCHIT/ENGINEER: -24 � ADDRESS: V +.d—r d-iPC1-Z CITY: ,P�fdrsai: lie, .� STATE: ,irf-, ZIP: s� PHONE (DAYTIME): C�L4 416 —SSy9 BONDING COMPANY: IVIA ADDRESS: - CITY: STATE: ZIP: MORTGAGE LENDER: N� ADDRESS: CITY: STATE: ZIP: EVOORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will. be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction, and zoning. WNETt R CONTRACTOR SI ATURE STATE OF FLOW COUNTY OF — L Cl le + The foregoing instrument was acknowledged before me thi '�'� day of I 20 o q , by ��?,1- tr►S who is personally known ✓ o as produc CONTRACTORSIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was me this day of by before 20 , who is personally kngAn or has produced as identification. 1 re of Notary tnum nature o otary Own DONNA WEATHERINGTON a+°�e�r tar Public - State of Florida Commission No. �aNp Y ion No. (Seal) My comm.Expires Aug 2Q. 2013 Commission # DD 918844 Bonded Through National Notary Assn NOTE: TWO (2) SIGNATURFS ARE' REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERJBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: /1to I.OQ43 SECTION / TOWNSHIP RANGE LC D Y MAP NO. v��}l�� r. / ZONING { LAND USE LOT CVG % TAZ NO. / FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE % V OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED R J n 0� REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BID PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE Q CORRECTION 12 (�/ FEE FEE �/ I GENERAL , SCHOOL ROAD CREDIT Y N LAW ENF ACT 5 // FEEACT IMPa ACT 91 FFE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT S °� S• REQUIRED FEE VARIANCE FEE , - FEE SPECIFY SUBS MECHANIC ROOF ELECTRIC GAS NON -CONFORMING LOT OF RECORD MISCELLANEOUS FEES REQUIRED PLUMBING FEES P DATE SENT TO ADDRESSING: J� REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW 2EYIQV REVIEW REVIEW- "REVIEW DATE RECEIVED .?,,,� ,,, • �,•_ DATE;r� COMPLETED l ti",v° 'fix i ! ti'Y!" ^ INITIALS �yc Jun-14-1002 01:05pm From -SAVANNA +5618785656 r T-468 P.001/001 F-761 St Lucie County Inspections 2300 Virginia Avenue Ft Pierce, FL 34982 (772) 462.2172 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TRFA.TNIENT PERMYT #, JOB ADDRESS BUILDER ,hV2:�1%/fT ; j=D� wm&-w e2' V PEST CONTROL CONTRACTOR �tr'K✓ PEST CONTROL LICENSE # We; the undersigned, hereby certify that we have pretreated the above -described construction for subterranean termites in accordance with the standards of the National Pest Control Assocktion. Square feet of area treated: /7" Percentage of solution- - ts/� Date of treatment: ❑ Footing ❑ lsi Trreatment ❑ Re -treat D Slab © I st Treatment ❑ Re -treat Cl DriveWay Q 1st Treatment ❑ Re -treat 0 Pools ❑ ist Treatment ❑ Re-ireat Chemicals used: 4'` Al Total gallons used: Time of Treatment: Bf� FBC104.26 CertifrcateofPttOctive73carmentforp>'eveit onofterwhw. A weather resistant jbbsite posrMS board shall be provided to receive duplicate Trcatmt Ceritftcates as each required prorecrive rreatmenr is completed, providing a copy for the person the per .nit it issued ro and anothercopyforthebuit&ngpermirfiles. neTrearmenrCerrifieareshall 'provide the product usad, id -entity of the applicator, rime and date of the treatment, site location, area treated, chemical used, percent concentration and nuniber ofgallons used, to establish a verifiable record of prorecrive treanrerr. if the soil chemical barrier merhod for termite prevention is used, final c=erior treaMxnr shall be completed prior ro ftaal building approval. St Lucie County requires for the final inspection for CO, a Permsneat Sticker to be placed on the electrical panel box cover, LLsting all the treatments and dates of applications. Q Other ❑ 1st Treatment Q Re -treat Perimeter for Final Inspection Signor lire of exterminator NOTE: � . ,} There must be a completed form for each required treatttient or�re-Treatment an orm must he on theyob site to be picked up by the inspectorat tune of Qach fnspect�on,or the se ' ,spection will fail and a re -inspection fee cWgej4 R.vitod 6/t3/03 dmp .79 -i A st ° `�j � A< rk ALTRI xtermin C..K A.t i..n9 3226 S.E. Gran Park Way, Stuart, FL 34997 . i Stuart/Palm City - (772) 286-6812 Hobe Sound - (772) 546-13722 Jupiter - (561) 744-2681 Vero Beach - (772) 562-3700 Pt. St. -Luck - (772) 335-7378 Fax (772) 223-2114 ANNUAL PEST RENEWAL INSPECTION REPORT. Inspector �� G,' Date:' 6 Customer Name 7 ..-O/[ 11W., al, r T Y Account #: Address /(/ � 7h`J�^ fi 5, o'aeT y 0,� eC, ❑ Subterranean Termites ❑ Carpenter Ants Phone: ❑' Whitefooted Ants, Visual evidence of pests covered by this contract: ❑ No ❑ Yes f I ❑ Active ❑ Inactive Locations:' i i Visible damage from pests covered by this contract observed: ❑ No ❑ Yes I Locations: i This company has retreated the structure(s) at time of inspection: ❑ No . ❑ Yes (Organisms treated) (Pesticide used) . I• Comments: j ,V. ["et�"l d'1lT "44k4tirDate. File Orig.: - Charge' i Amount Pd./Date: 1 Check #: MAYS 25-z010.09:`47A.FROM:ST.LUGIE&HABITAT. 7724644377 Tn 17724626443. P.1/1 L St:, Lucie County Building -&.Zoning Department 2300 Virginia Avenue , Fort Pierce, FL 34982 7:72-462.2165 . Fas 772.462-6443 . 'Request for 30-Day Temptiralry. Power Release Date: `Pernut Number: SLC GeV l —07LW3, Property Address; 1' p'oy 'Ali .ftC- /�,iT. "9� PAS I=L THE UNDERSIGNED HEREBY REQUEST RELEAStOF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A.PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE 'OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This.teniporary power release Is requested -for the above stated "purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period.. 2. As witness by our signatures; we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is Incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for-30 Day Power for Testing" have been -fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made In writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order Issued If the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH. MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. s�ra••1 rd„ �Jwiyi�e /8 ws !�� OWNER SIGNATURE 7-- DATE GENERAL CONTRACTOR SIGNATURE DATE ELECTRICAL CONTRACTOR SIGNATURE DATE *W ZS.Z c0400 ,� ks �� St Lucie County Inspections 2300 Virginia Avenue Ft Fierce, FL 34982 (772) 462,2172 CERTIFICATE OF TERMITE TREATMENT °%4 , o CONSTRUCTION SOIL TRFATMENT 4 PERMIT # - Lao " �Z� JOE ADMMS_ 1 R09 6 14(b1—n 5) , PEST CONTROL CONTRACTOR Patrick Exterminatinct PEST CONTROL LICENSE # 4864 We, the undersigned, hereby certify that we have pretreated the above -described construction for subterranean termites in accordance with the standards of the National But Control Association. Square feet of area treated: Chemicals used: eme 0- 'C"n MOK Percentage of solution: .25 0 Date of treatment: ❑ Footing ❑ 1st Treatment ❑ Re -treat a SlaVb TreatII=t ® R.e-trCai C! Driveway ❑. 1st Treatment C� Re -treat ❑ Pools ❑ 1st Treatment ❑' Re -treat 12 Other ❑ 1st Treatment Q Re -treat Total gallons used: ✓�� Time of Treatment: Z- FEC104.16 Cert�j"tcateofProtective 7ratmentforpreventionoftermites. A weather resistant jobsite posting board shall be provided to receive dupliawa Treatment CerWwates as each required prorecrive treatment is eompleted, providing a copy for the person rho permit is issued ro and another copyfor the building permit files. The Treatment Cent, flcaue shall Provide the product used, it-n* of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of proreetive treatment. If the soil chemical'barrier method for termite prevention is used, %real exterior treatmenr shall be completed prior to final building approval. St Lurie County requires far the final ImpectMiL for CO, a Permanent Sticker to be plan d on the electrical panel boat cover, !feting ten the treatmmts and dht" of applications. 0 Perimeter for Final Inspection NOTE; There must be a completed form for esach required treatment or M-treatment and this farm must be on the job &*e to be picked rep by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged JGviw ef1woJ dmp ENGINEERING & TESTING CORPORATE OFFICE 250 SW 13t' Avenue Pompano Beach, FL 33069 CMEC & FDOT ACCREDITED www.federalengineeringandtesting.com Phone: (954) 784-2941 1(800)848-1919 Fax: (954) 784-7875 FIELD DENSITY TESTS OF COMPACTED SOILS DATE: 2/3/10 ORDER NO: 10-264 PERMIT NO. LOW— 02 N3 CLIENT: EUGENE BROWN TRUCKING ADDRESS: 2908 KINGSLEY DRIVE FORT PIERCE FLORIDA 34946 PROJECT: PROPOSED RESIDENCE BUILDING PAD ADDRESS: 1804 N. 46TH STREET FORT PIERCE, FLORIDA MATERIAL DESCRIPTION: BROWN SAND LOCATION: NW CORNER OF PAD LOCATION: CENTER OF PAD LOCATION: SE CORNER OF PAD LOCATION: LOCATION: LOCATION: FIELD DENSITY METHOD A.S.T.M. D-6938 DRY DENSITY P.C.F. IN THE FIELD 104.2 I 103.8 105.0 MOISTURE 7.6 8.1 7.9 • COMPACTION IN THE FIELD 97.4 97.1 98.2 • COMPACTION REQUIREMENT 95% PROCTOR VALUE, P.C.F. 107.0 OPTIMUM MOISTURE, % 11.5 11 LABORATORY NO. P-1052 r4i DEPTH IN INCHES 12 PROCTOR A.S.T.M. D 1557 METHOD t,,s REMARKS: SOII, NOT TESTED BELOW FOOTINGS TESTED BY: Si Respec Ily submitted, CHECKED BY: KM IT L BLAN P.E. �/��/r/ FEDERAL ENGINEERING &��'ESTING As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization FLORIDA REG. # 59394 for publication of statements, conclusions or extracts from or regarding CERTIFICATE OF AUTHORIZATION # 5471 our reports is reserved pending our written approval. A density test determines the degree of compaction of the tested layer of material only. A density does not replace a soil bearing capacity determination. Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http://www.stiucieco.orgfpublic works/permitting.htm http://airs.slcfl.vetrol.com/AIRSweb.php BUILDING PERMIT Page 1 Issued: 02/25/2010 Conf #; 806 Permit #: SLC- 1001-0243 Job Location: 1804 46TH ST City: FORT PIERCE Permit Type: Building Residential (SFR) Job Description: NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE 1350 SQ FT 3 BEDROOM 2 BATH Subdiv: Harmony Heights S/D Lot: 20 Setbacks Left: 12.60 Number of Units: 1.00 Minimum Floor Elevation: Block: Q Right: 12.60 Front:25.00 Floors: 1 Buildings: Flood Map: 178F Parcel: 2406-502-0279-000/9 Rear: 36.00 Zoning: RS-4 1 Square Footage: 1,350.00 Flood Zone: X Elev: Owner Builder ST LUCIE HABITAT FOR HUMANITY (772) 370-4851 702 S 6TH STREET FORT PIERCE, FL 34950 Property Owner ST LUCIE HABITAT FOR HUMANITY (772) 370-4851 702 S 6TH ST FORT PIERCE, FL 34950 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Building Code and the St Lucie County Land Development Code. Issuance of this permit may be appealed to the St Lucie County Board of Adjustment by an aggrieved party by filing a notice of appeal with the St Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St Lucie County Land Development Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2). NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135 (1)(a), F.S. Christopher Lestrange Building Official Date Fort Pierce � tilities Authority "Committed to Quality" Key Accounts 206 S. 6th Street P.O. Box 3191 FortPierce, Florida 34948-3191 Phone (772) 466-1600 Fax (772) 465-6984 Invoice Number KA-14-10 Job Location 1804 N 46 ST Account Name ST LUCIE HABITAT FOR HUMANITY Contact Name ST LUCIE HABITAT FOR HUMANITY Billing Address Telephone Fax Mobile PCN FEI# 240650202790009 Accounting. Codes # Size Description Fees 06-3-060-43701-0000 0 Water Meter and/or Service Installation 320.00 06-2-000-23500-0000 Cust. Type 0 Commercial Residential Water Security Deposit 0.00 06-3-06048800-0000 Water Initiation of Service 40.00 06-3-060-43702-0000 Water Capital Improvement Charge Water.ERCs 0 $0.00 06-3-060-49525-0000 *Water Accrued Guaranteed Revenue Charge $0.00 Meter Verification Fees 0.00 06-3-060-43701-0000 City Limits O Inside Outside DDC 0.00 08-2-000-23500-0000 Wastewater Security Deposit 0.00 08-3-08048800-0000 Wastewater Initiation of Service 0.00 08-3-080-43702-0000 Wastewater Capital Improvement Wastewater ERCs 0 0.00 08-3-08049525-0000 *Wastewater Accrued Guaranteed Revenue Charge $0.00 06-3-060-43701-0000 Lien Fees $0.00 Accounting Codes Construction Cost Estimates Fees 0.00 0.00 *Water and Wastewater AGRC fees are good until the end of the month. 3f not received by the end of Down Payment 0.00 the month, new fees will apply. Please contact our office for updated fees. Invoice Total 360.00 Description for Service Order INSTALL 5/8 X 3/4" WATER METER ONLY - NO SEWER Total Paid Date Paid Check Number Customers will be assessed wastewater charges the day they connect to the wastewater system or within 365 days from date wastewater Connection Charge is paid - whichever is first. The cost of the service line from the point of delivery at the properly line to the house/building is the responsibility of the customer and is not included in this invoice. State laws require that a permit from the Health Department must be obtained prior to initiating a septic tank abandonment. Contact the Healh Department at (772)873-4931. Construction cost estimates are based on current labor, equipment and material prices. Actual costs of construction will be determined at the completion of the project. Should unforeseen circumstances be encountered during construction, including but not limited to adverse weather conditions and construction conflicts, the customer will be responsible for increased costs. Additional costs incurred by the customer shall not exceed fifteen (15) percent of the total estimated construction costs shown above. Estimated costs paid by the customer that exceed the actual cost of construction will be refunded by Fort Pierce Utilities Authority. Key Accounts Rep. Customer's Signature Printed Name Date 2/23/2010 Date Code Compliance Division BUILDING PERMIT 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 Page 1 hftp://www.stlucieco.org/public works/permitting.htm 9 hftp://airs.slcfl.vetrol.com/AIRSweb.php Issued: 02/25/2010 Conf #; 806 Permit #: SLC- 1001-0243 Job Location: 1802 46TH ST City: FORT PIERCE Permit Type: Building Residential .(SFR) Job Description: NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE 1350 SQ FT 3 BEDROOM 2 BATH Subdiv: Harmony Heights S/D Lot: 20 Block: Q Parcel: 2406-502-0279-000/9 Setbacks Left: 12.60 Right: 12.60 Front:25.00 Rear: 36.00 Zoning: RS-4 Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 1,350.00 Minimum Floor Elevation: Flood Map: 178F Flood Zone: X Elev: Owner Builder ST LUCIE HABITAT FOR HUMANITY 702 S 6TH STREET FORT PIERCE, FL 34950 (772) 370-4851 Property Owner ST LUCIE HABITAT FOR HUMANITY (772) 370=4851 702 S 6TH ST FORT PIERCE, FL 34950 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Building Code and the St Lucie County Land Development Code. Issuance of this permit may be appealed to the St Lucie County Board. of Adjustment by an aggrieved party by filing a notice of appeal with the St Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St Lucie County Land Development Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2). NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. 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 30B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135 (1)(a), F.S. Christopher Lestrange Building Official Date 01 /07 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) "& , ,1 LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (Table R301.5) 4I) psf Roof live load (Table R301.6) &AA.-f psf Ground snow load psf Basic wind speed t 3 C) mph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) _ 4A A- -Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) rl/ KA ni nnmiinit, oErni noCnACnITQ toanR+hrniinh Rsnsl Weathering area Frost line depth Termite area ` �p Decay area l� Winter design temperature Ice barrier underlayment required Flood hazards�� EXTERIOR WALL LOCATION (R302) ,44,0-1=hour rating for exterior walls located less �Ran 5 feet from lot line (R302.1, Table. 302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) rxuIJIVI r I. -MI VI Use VIIVV I\L_WK 11%"I Area ft2 v I Ldv Width Average ceilinq Minimum ceiling Natural* light Natural ventilation* Living 120 T-0" T-0" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'4" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" T-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A T-0" 5'-0"t 3 square feet 11/2 square feet * See Sections R3 1 & R303.3 for mechanical ventilation and artificial light t 6'-8" min. o plumbing fixtures. Required heating (R303.8) Floor surface noncombustible; sloped floor (R309.3) SANITATION R306 and R307) Water closet L"'Lavatory t/ Tub or shower f/ Kitchen area with sink nitary sewer (Chapter 30) 7'Private disposal (Appendix 1) GLAZING 308) Identification (R308.1) —Louvered windows or jalousies (R308.2) c ��Human impact loads/hazardous locations (R308.3/R308.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) L'/ _ No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 13/e" solid wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation; 1/2" gypsum board on garage side, except 5/e" Type X re- quired below habitable rooms (R309.2) ,fit _A__Earport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS (R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear he' , 20" net clear width; maximum sill eight = 44" (R310.1 - R310.1.4) Window wells (R310.2) Exit balconies (R311.2.1) Exit access or hallway > 3' (R311.3) � )ne exit from each dwelling unit (R311.4.1) Exit door >— (3'0" x 6'8") (R311.4.2) Landings for doors (R311.4.3) Stairways; minimum width = 3'0"; maximum stair rise = 73/4"; minimum tread = 10" with 3/4"-11/4" nosing; minimum headroom = 618" (R311.5) _c,4J,J_J_andings for stairways; minimum dimension 36" (R311.5.4) Special stairways (R311.5.8) A —Ramp slope (1:12 maximum) (R311.6) ✓I/ — Ramp landing, minimum 3' x 3' (R311.6.2) Ramp handrails; one required if slope > 1:12 (R311.6.3) -3- BUILDING PLANNING (cont'd.) EGRESS (cont'd.) DWELLING UNIT SEPARATION (R317) C,4fA_LLnder stair protection (R311.2.2) o-family dwellings: 1-hour fire -resistance Handrails; required on one side of stair, hand - rating (R317.1) rail height= 34" to 38"; Type I or Type II grip Supporting construction (R317.1.1) (R311.5.6 - R311.5.6.3) Townhouse: 2 hour exception (R317.2) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) ocation and interconnection (R313.2) Power source (R313.3) IAM PLASTIC (R314) Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) W LLAND CEILING FINISH (R315) Flame spread (R315.1) Smoke -developed index (R315.2) *SULATION (R316) me spread (R316.1) oke-developed index (R316.1) c (R316.4) MATERIALS (R402) Continuity (R317.2.1) Townhouse parapet (R317.2.2) structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE APOR RETARDERS (R318) Required (R318.1) DECAY AND TERMITE AREAS (R319 and R320) V Protection required (Table R301.2(1), R319.1, R320.1) Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) Premises identification (R321.1) ACCESSIB LITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) ,-Vt&eferenced standards FLOOD -RESISTANT CONSTRUCTION (R324) tl_lt-General (R324.1) Hazard area and elevation requirements 324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) !�1ood/foundations (R402.1) Concrete, compressive strength (R402.2) FOOTIN (R403) oil bearing value (R401.4, R403.1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but:- footing thick- ss (R403.1.1) otings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) Depth below (outside) grade = 12" minimum; but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) v Sill plate bolting in concrete/masonry = 1/2" di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) i Footings adjacent to slopes (R403.1.7) '. L-Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing ables R404.1(1) and R404.1(2)J Masonry and concrete foundation walls (R404.1.1, R404.1.2) C D provisions (R404.1.4) Maximum wall height [Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] -4- FOUNDATIONS (cont'd.) TABLE R403.1 MINIMl1M WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a LOAD -BEARING VALUE OF SOIL sf _ 1,500 2,000 I 3,000 >- 4,000 Conventional light -frame construction -- - 1-story _____12 - 12 - ----�--- 12 - - ___12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over li ht frame or 8-inch hollow concrete masonry 12 12 12 12 _-.1-story 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fully grouted masonry 1-stor 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) COLUMNS (R407) AlUX-Maximurn unbalanced fill height (Tables i✓ Protection from decay or corrosion (R407.1 and I R404.1(1) - R404.1(3) and Tables R404.1.1(1) - /f407.2) R404.1.1(5)] v I t R407 3 Structura requlremen s I ) Minimum nominal wall thickness (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - Anchorage (R407.3) R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(5)J -"steel columns (minimum 3" diameter, standard weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) pampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see under -floor space (R408) C��Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.0) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) CAA_&_j�earing (1.5" minimum on wood or metal; 3" on e/�ff_Species and (R502.1) Rgrade masonry or concrete) and lapped joists (3") 9 502.6, R502.6.1 Joists - Sleepingg areas, LL = 30 psf [Table R502.3.1(?)] Joists - Nonsleeping areas, LL = 40 psf [Table R502.3.1()J Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)J Girder spans and header spans for exterior bearing walls [Table R502.5(1)] irder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) -5- FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R503.1) span (Table R503.1) End joints (R503.1.1) D STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans [Tables R503.2.1.1(1) and R503.2.1.1(2)j Installation [Table 602.3(1)] PA ICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or crushed stone (R504.2.1) Moisture barrier: placed over base course '(R504.2.2) Materials (R504.3) STEEL FLOOR FRAMING (R505) old -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) fastening (R505.2.4) Floor construction (R505.3) CONCRETE ORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" /(R506.2.1) V_:I�Bas course: 4" graded with 2" maximum gregate (R506.2.2) Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERAL (R601) Design (R601.2) G*f Component and cladding wind loads [Table �R301.2(2)] Windows in windbome debris regions (R301.2.1.2) WOOD Gedq-STRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) E terior walls (R602.3) Stud spacing (R602.3.1) terior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" O.C. or 2" x 4" flat at 16" O.C. (R602.5) Drilling and notching — studs (R602.6) rilling and notching — top plate (R602.6.1) Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Fireblocking (R602.8) ,-'Cripple walls (R602.9) Wall bracing method (R602.10.1 and �602.10.3) Wall bracing amount and location (Table R602.10.1) Wall bracing length (R602.10.4) ,PL.SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) _ �eneral (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) -6- Weaders (R603.6) Structural sheathing (R603.7) WALL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) Wood structural panels (R604) ',yu General design (R611.1 and R611.2) -Particleboard (R605) Type of ICF wall design (R611.3 - R611.5) MASONRY CONSTRUCTION (R606 - R610) Construction requirements (R611.7 - R611.9) "I :Z �General design (R606) I CONVENTIONAL CONCRETE WALL CONSTRUCTION SDC C and D (R606.12) (R612) Unit masonry (R607) c 4AA -Design basis (R612.1) Multiple wythe masonry (R608) WINDOWS & DOORS (R613) Grouted masonry (R609) General; window sills; performance; testing Glass unit masonry (R610) and labeling (R613.1 - R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) ster material (R702.2) ,4Akt., Plaster support (R702.2.1) Gypsum board material (R702.3.1) Gypsum board support, application and fas- tening (R702.3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) �y�later-resistive barrier (R703.2) ood siding (R703.3) At and minimum thickness (Table R703.4) , fAA=Wood shakes and shingles (R703.5) ��terior plaster (R703.6) ®,Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) .,A�neer ties: #9 U.S. gage wire or #22 U.S. gage by 7/8' corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and - SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) xterior insulation finish systems (R703.9) 1 Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTIONN (Ch pter 8) GENER R801) Lateral support and bridging (R802.8) esign (R801.2 and R801.3) Framing of openings (R802.9) Component and cladding wind loads [Table trusses (R802.10) R301.2(2)J ✓ Roof tie -down (R802.11) ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Fire -retardant -treated wood (R802.1.3) ithout attic storage, LL = 10psf Framing details (R802.3) With attic storage LL = 20psf Rafter tie (4' o.c.) (R802.3.1) �ollar ties (4' o.c., in upper third of attic) '.'Species L //Species -R802.3.1) &' Grade Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) �S an / Size Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) -7- i a ROOF -CEILING CONSTRUCTION (cont'd.) RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Geound snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) V rade V Thickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) STEEL ROOF FRAMING (R804) neral (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) oof construction (R804.3) Roof tie -down (R804.4) ROOF tR806.4) TION (R806) ation re uirements f 8,Q6 1, R806.2,1 ATTIC ACC 807) Access requirements (807.1) IN ULATION CLEARANCE (R808) sulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF C SSIFICATION (R902) Roof covering materials (R902.1) tPROTECTION (R903) ashing (R903.2) oping (R903.3) oof drainage (R903.4) (R904) ompatibility; specifications; physical haracteristics; identification (R904.2 - R904.4) REQUIRE=Asphalt FOR ROOF COVERINGS (R905) shingles (R905.2) LA ay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) d shingles (R905.7) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) iGeneral (R906.1) REROOFING (R907) terials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) 10 r-. CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Mantel and trim (R1001.11) Fireblocking (R1001.12) RY CHIMNEYS (R1003) _ Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) —Corbeling (R1003.5) �tdditional nges in dimension (R1003.6) load (R1003.8) Termination (R1003.9) Park arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) FACTORY -BUILT FIREPLACES (R1004) and listed (R1004.1) Installation (R1004.2) RY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) X(N11(01.2, material and equipment �% uilding envelope (N1102) N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) "See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) imney and vent location and terminations (Chapter 10 and Chapter 18) Appliance access (M1305, M1401) ecial fuel -burning equipment (Chapter 19) Appliance installation (101307) (� Boilers/water heaters (Chapter 20) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) v xhaust systems (Chapter 15) V Duct systems (Chapter 16) Combustion air (Chapter 17) dronic piping (Chapter 21) AdAn.-Special piping and storage systems (Chapter 22) systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) N FUEL GAS (Chapter 24) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) ces (G2409) Electrical and electrical bonding (G2410, G2411) JaApater service location and depth (P2603, p,2604) t 1. Sanitary and storm sewer location and depth P2603, P2604) 4iping support (Table P2605.1) L' ted plastic materials (P2608) ( Plumbing fixtures (Chapter 27) lil.A_Pipe sizing (G2413) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) \ Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) ater supply and distribution system design Jaj�&ar calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) and ejectors (P3007) valves (P3008) Fixture traps (P3201) _Water heater size and location (Chapter 28) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeled materials (E3303) Service equipment and location (E3501, / E3506) ✓ ervice size and load calculations (E3502) AA Available fa c en A 6AV, fp Y System grounding (E3507) Required branch circuits (E3603)"V44-7 .J- l ' Feeder requirements and load calculations (E3604) Wiring methods (Chapter 37) Requirk lighting and receptacle outlets 801, E3803) Devices and lighting fixtures (Chapter39) Appliance installation (Chapter 40) f:J4- —Swimming pools (Chapter 41) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Prov' 'ons adopted (R102.5) "J `."—Gompliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) c4 4,rovisions adopted (R102.5) pliance with Appendix F verified -10- r^` SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Pr ns-adopted (R102.5) G/�ovisions adopted (R102.5) 1G�—ampliance with Appendix G verified PATIO COVERS (Appendix H) 4/Aoll�-oliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) 4toProvisions adopted (R102.5) pliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) G Ki" 'P oF�visions adopted (R102.5) pliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) NOTES liance with Appendix K verified -11- NOTES (cont'd.) -12- Audrey Humphrey F� iL '� /L / • ©oZ� From: Barbara Guettler Sent: Tuesday, February 16, 2010 9:07 AM To: 'Josh Miller'; Audrey Humphrey Subject: Harmony Heights MSBU - Habitat parcel Attachments: 2010 consent to SA.pdf Please be advised that per the attached executed Consent to Special Assessment, parcel No. 2406-502-0279-000/9 will be included in the Harmony Heights MSBU for potable water. Josh, Please send me an invoice for this parcel. Audrey, Please let me know if you need anything else from me. Thanks, Barbara Guettler St. Lucie County BOCC Engineering - MSBU 772.462.2568 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. if you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 0 NOTICE OF VEGETATION REMOVAL EXEMPTION.- L KEEP ON -SITE AT ALL TIMES DURING LAND CLEARING. Perm it#:20100107 Fee: $55.00 Project Name: St.Lucie Habitat for Humanity Date Issued:1/13/10 Date Expires: Upon completion of work, or 1/13/11, whichever occurs first. Contractor Parcel ID#. f Projectp�-th Location:N.4'6,.; t Propertyr. Y' , Size 13 ac_res " Project Description ,Construction of a new sin `1e fam I tl M I Field Note"s There �s no vegetation in the area of construction t 1. HABITAT iden a s Res Upland tat I k - b Wetlands $X None identified a i d a 2. WILDLIFE -None. identified` r° 3. VEGETATION REMOVAL: According to St._ Lucie County Land Develop ment.Reg ulations (Chapter'�76 00.04') this project qualifies'=for a Vegetation Removal Permit Exemption. No vegetation is allowed to be impacted on this site under this permit 4. SIGNIFICANT ARCHAEOLOGICAL OR HISTORIC FINDINGS: None identified. i Conditions of Issuance: • Please be advised that the landscape requirements of. one native tree per 2,500 square feet of property must be met. As this prope rty rty is .13-acres.(acres X 43,560 = square feet of this property) 5,662-square feet, (square feet/2,500 = trees),2 trees (measuring 2.5" diameter at breast height & 12' HT), or a total of 5" dbh of trees must be planted to meet this requirement prior to issuance of a k Certificate of Occupancy. • The following minimum standards for vegetation protection shall be applied to any s area of vegetation designated to be preserved under the terms of an approved t,£ Notice of Vegetation. Removal: i3 ��ORIOA. St. Lucie County Building & Zoning BUILDING PERMIT SUB -CONTRACTOR SUMMARY 577 In 4) &_ %%7%95CO duel M4 *1,01V in4 will be using the following sub -contractors for the .(Company/Iiidividual Name) project located' at %ffe1/ /44 rii 577 ,CT. Ag,& _,P4'D 14194-.5-oot -0.2)9 (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical �,%>rl'� �' �` S )Dill, 1:51SGr A"L G°. 100 1 Plumbing f %ZT STO l/��' %�/� �i �, o✓G 1'7"7 W HVAC/ Mechanical S:_P'4- � �¢ 57— r/�s-�L 9093 Roofing JJ.9,0 ill_T Fo P— #t4l4tt,p Gas OFFICE USE ONLY: PERART ISSUE DATE: �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �<OR10P BUILDING PERMIT SUB=CONTRACTOR AGREEMENT St_ Lucie County Contractor Certification Number: _D�_O 9 15,"/ State of Florida Certification Number (If applicable): _ 5o Q,0 TIxar2J L JJc have agreed to be the (Company Name/Individual Name) S% L.KGI- �T�2�c ✓► L sub -contractor for ��T,�, row 4-A4 A,LL rt (Type of Trade) (Primary Contractor) - q .r Z) 'Z* .'l ®!v S'C3,�— O Z9— c�a®- I for the project located at /fag ,4/ 4r/;%_ s,- tz P.,Eec o (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE 11E FIRED /9SyOcz SIGNATURE PRINT NAME DATE Business Name: %�j¢/�j�<<c ��l— eF4,:!5:-C_ Address: City/State/Zip:'��`c��G Phone: 7�2 -33Z - 9GC�' email: OFFICE USE ONLY: PERMIT # ISSUE' DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): C� t' �? 05 ,QT SAD✓ ' zn- c have agreed to be the (Company Name/Individual Name) (Type of Trade) T�`i sub -contractor for r .gk rTw7T 1=g;'L v�k A,�!)T ►J (Primary Contractor) •ZR gydG-swot -as?9-oao-9 for the project located a� J?a# h1:"10L Tl! SJ :�'f • #��.r�,eeE, F.i. (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department ,of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS IFIER (Name of the Individual shown on the Contractor's License) ORIGIN.. SIC TUBES A'RE REQUIRED SIGNATURE PRINT NAME DATE Business Name: n nT [rTfiF/�R�-®1 A A� IBI1NG Address: GGA KI 1A/' Aflnvn�n+its DI Port Gitria. FI :49$6 Phone: 7 7,2 -7 $^Co 9'9 email: S'fCIV�.��u��/�G /3Pllsoufti-�e/L OFFICE USE ONLY: PERMIT # ISSUE DATE Ll I ST: LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �1OR10P' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): CtgW 1p� O yl' T .t/ have agreed La the (Company Name/Individual Name) JJsub-contractor for s� j (Type of Trade) (Primary Contractor) for the project located at 15'e # A), JJ/, 7h 5l f=%v1- Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name- of the Individual shown on the Contractor's License) Address: City/State/Zip: Phone: . 'OFFICE USE ONLY: Dohn q L902tI l� PRINT NAME J DATE ST. LUCIE COUNTY PUBLIC WORKS '= BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): G `VA" �7 /q/s y ifLCp have agreed to be the (Company Name/Lnd��idua at_e) D ,U� sub -contractor for (Typep�gf Trade) (Primary Contractor) for the project located at ).9vV A/ 44 J � s� 81- fACc-6 3-J)947 - (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: 57--)W A_ Address: City/State/Zip: Phone: 11TTT/"'�iT TTCl Tip "IRVIr V- e_A (email: Vr i JL%-JUj LJ L311i 1J1 I1J 1 • PERMIT # ISSUE DATE 1 s ' St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, Florida 34982 (772). 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have a lied for a permit under an ,n to that law. 7.-r O .:n _lea s vim, a the o e r u nrap xty„ to ac a Dirt a co ac o may budild or improve farm outbuildings, a one -family or two-family residence or a commercial building aT-°ost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applica aws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initia I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial��/ I understand. that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liab the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate cost, which could include loss of wages during recovery,from their injury. Initial v To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation.. Signed and acknowledged on this ,212 day of _OC of 20 O. OwnerBuil er Signature F STATE OF FLORID COUNTY OF r� The f ego' g instnim n owledged before me thisot day of b W in who is personally known J� to me, or who has produce as identification. hn3 1 �r 50s, Type �.•;isY�ii''�,, (Se&PNNA tA►EATHERINGTON ture. of Not- T e or Print Name of Not rtle: Notary Public Commission Number �''s Notary Public - State of Florida •_ My Comm. Expires Aug 20, 2013 Commission #r DD 910844 ��'��"•••• Bonded Through National Notary Assn. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3427001 OR B(; - 3159 PAGE 335, Recorded 12/31/2009 -,)2:04 PM PERFRTNUMRER: L Ih1,htwen wocivol fnn,rro,J,e; h,Fn NOTICE OF COMMCNCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER W -Ve6 -jos -o2 j9 SUBDMSION�p BLOCK - , TRACT LOT' Z:P BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: AaLu f_a�.14 Ne irk 3. OWNER INFORMATION: a. Name s T b. Address ?ej -T,1 7ti sZ Cr1Pj fps E I=1 .y 9 So o interest in property oh&v ee d. Name and address of fee simple titleholder (if other than owner) &y ! 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: !9,r i &0 /PJPT /-VA �_ ��5.Gr4sT. '0T AgAzig �1. a tQsv ( 772) )t�.s/SrS/ 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: V1109- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONENUMBER:�tJaa/,,2. jg'jX)S. .D sAw1_3a AI,46 b1L /err rl ••�(»L��o„�8s1 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: C,;AR2BT e-."R3 2 a/ g&7- 70�2 So 47 Fi PIWAC i 3JlrCj37� 9. Expiration date ofnotice ofcommencement (the expiration date is I year from the date ofrecording unless a different date is specified) 12,gc, -, 20-!�q . Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of5&LLjC1 Pi B e f5>Fegoing in1 trument rung„�owledged before me this �� day of [p�}3p� .20 �_, (Name of person) (Type al authority...e.g. Owner, officer, trustee, attorney in fact) For " -. Lj io Ge t r �.a �. , I ,. (Name of party on behalf cf whom instrument was executed Personally KKU-44 produced the following type of ID: DONNA WEATNERINOTON(Printed Name ofNotary Pu 1') store ofNotaryP ic)qg Notary.PuDlk • Bfata o1 Floritla = My Comm. Expires Aug 20.2011 Under enalties of 8 8 Commleslon ♦ DD 918544 p perjury I declare that I have read the fore oin and that the facts " o Idd4hAi'r1At1fi1�Aa98 belief (section 92.525, Florida Statutes). Signature(s) of Owners) or Ownner(s)' Authorized QfticerhNrector/Partner/Managerwho signed above: 13y RW. asroaaaw(Rao,a;,�d STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THATTHIS IS A' TRUE AR COUECT COPY OF THE ORI ,I3 EW��'ITH, CLERK By: Date: ST. LUCIE COUNTY BUILDING & ZONING a 2300 VIRGINIA AVENUE F�ORIOp' FORT PIERCE, FL 34982-5= 561-4ez-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: (fax ID/Legal descripdon/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number . I acknowledge that as owner of the above described property, and in accordance with Section 7..04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County -is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. T Property Owner Name Property Owner Signature Date STATE OF FLORIDA. COUNTY OF 24—. [ACle_- ACKNOWLEDGMBEFO EMETHIS �qDAYOFbW_e1y1� , 20Q9 BY (CIS WHO 95 RSON Y KNOWN ME OR WHO HAS PRODUCED S IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTJY NOTARY PUBLIC TITLE bi-AM44COMMISSION NUMBER "'v P'� DONNA WEAMERINGTON +°. `A`�? Notary Public - State of Florida '' : • My Comm. Expires Aug 20, 2013 Commission # DO 918844 Bonded Through National Notary Assn. JR�rcnnap,9.3, Arqgmdq� Tools Window Help Fi,'e Edit liriew Bookmarks 0 A x,Y Basemap Markers -F F0—.70---L,—,] E] Rghlighter �2 De � El 0 Z3 2 E3 0 0 I-j' Layers (-B 21 Basemap Markers RU (41 County Boundary -j ❑ Overlay Zones R❑ Sections 0 Historic structures 0 Address Master i (7 0 Misc Addresses 0. 1 [1 Hydrology Names I E 0 Road ROW Dimension) @ El Lot Lines L!j El Block Numbers Amo I 2 Lot Number Anno &I El Parcel Dimension Anr n El Managed Care Fa&t M El ROW (4-1 Major Roads Streets 2 Historic Sites ffl El Hydrology RU Rtl 0 Annexations „ 2 Parcels 'Cil 0 Flood zones Lit Q Petitions i,(f E] Airport Runway '9 El Parks &Preserves "Q Site Plans 20 RU f,D R Future Land Use —ij EvOl Zoning g Q Winclzones E] Mobile Home Parks L., El Subdivisions i 3 0 Solid Waste Service, t7iQ Major Hydrology Utility Service Areas� El Zip Codes GI [I Municipalities Fil El Aerials 2009 RU -�I F1 AFHA, Pons F.nf!!;a�atures, places and addresses on the map 860083.2 1139242- 11 Feet -.iVlpliday, Jan 25, 2010 03:53 PM 1�1 4 4 ALI LF T W-T c Ali r n Zo�' Code Compliance Division The following products will be installed in the structure located at / srv�f 44'�'sT Building Permit # Z - 0,��1 �- Owners Name,pAk�)PE Fa a du",z 4I Owner's Address • ��a Contractor OL,,6yz Contractor's Address 5-4.44 C F6 Product *Product Rated IIIIi--cilan Pressures Manufacturer Model Number Method of Attachment Windows *Fill in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice 2nd Choice of.,,., �q ,��• Oadx M oo .3- -70 1st Choice 2nd Choice orb., +53 .�.7 t� 1..a� C.It-�/K � bLvr•J�Id. !s �.,i d G ZZ A/ I. So F"1 T' G'/lG G ys 7-IOC� —/t! p �r✓V 11�G. �I Y i/J�✓yLFFj7' �• - �G✓JT�iT� G sd.�i Is 1st Choice Vag i ,� tJ5404 2nd Choice wing Type Doors 1 st Choice 2nd Choice y-5� - L U 1st Choice 2nd Choice o.ofing Material Asphalt0berglass Metal j ��e Other. Shutters Choice I have reviewed the above components and claddin ,and have aprprgved.thoii wise in, the structure to 'provide adequate resistance to the wind loads and forces specih d boo, carrent'coi1eprovisions. Name: Signature ^— Design Firm_ � r? �JL Cert. No. tat 2 •. iJY v740- -ay 07-0' ?-ua L l aL 7h+-Ra MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com AWP, LLC 8130 NW 74'h Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may . immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 580 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W96.38, titled "Series 580 Alum. Single.Hung Window. (N.I.)", sheets 1 through 5 of 5, dated 10/10/96 with revision E dated 10/22/07, prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03-0910.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-1029.08 Expiration Date: November 14, 2012 Approval Date: December 6, 2007 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W96-38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung Window (N.I.)", dated 10/10/96 with revision E dated 10/22107, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Eyebrow Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09107, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Radius Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08 /07/03, signe%�- led by Joseph Chan, P.E. (Submitted under NOA #02-OSO7.06) . Product Control Exahincf NOA No. 07-1029.08 Expiration Date: November 14, 2012 E-1 Approval Date: December 6, 2007 AWP. LLC NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 10/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated October 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03-0910.04, issued to Yale Ogron Manufacturing Co., Inc. for their Series "580" Aluminum Single Hung Window and Dual Action Window, approved on 12/18/03 and expiring on 11/14/07. Manuel Pere , . Product Control . er NOA No. 07.1029.08 Expiration Date: November 14, 2012 E-2 Approval Date: December 6, 2007 FALSE MUNRNS (SURFACEMAY BUSED \ �0 o- 6 n 0 m J n c n J n o SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT .WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 20G4 FLOMDA BLDG. CODE SECTION 2003.8.4. 53 1/8' IWWOCW�WIIDiH ' 50 1/R• D.L. OPG. '(FIXED) 13 5/8- WUX. A 1 b it u n u II II II , II u u u n it II o1 n u u u u u II / II C it 11 I 11 48 1/2' D.L OPG. 50 11/16- TOP CORNERS OF ARCH TOP WOWS. TO fiE SECURED BY SCREWS OR SPOT WELDING 6' MAX. HEAD CORNERS TESTED UNITS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 53 1/8- WINDOW WIDTH 50 1 /R' n �� .a Z n m FW m 6' MAX. HEAD p d DI O C CORNERS p E'j • C1 a am a C) 0 i ZXA— W pn i pJ Q W.If F z o PX m 3 g c o sS n $' aS g Q� mg F RON MONOLITHIC GLASS NON IMPACT v _e 4 DR. RUMIYOUN FAR000 STRUCTURES MDUCr REVISEI) r c wKY dw Fhdi FLA. PE 11057 CAN. 36 pbft d I hGrlCwal 0 drawing no. t 2007 W96-38 Goes-s99 (9G9) 1Iv! M r.-L99 (cm) -M „J ec69Z9L(9oc)'%va Dose-rea(9c¢)-Lu 99l££ -U 'AM03W OLTcc VOR)Old'IWVIW MooO puo ag9pul 3AV HI*L •M•N O£)9 3AV Le'M'S SELL •M u9L6O 910A )o s19LnWa)nuay( 1N3Wd013A3a lonGONd I9 Sl133NION3 OM 'dMV NOIlv;Odel2100 bC)OHV:I-ter ('I'N) MOpNIM JNnH 3)JNIS wor o9g s3I)13S qC� y MllHLMOQNIM_�t j $ d A$ z O 9 m \m \a=\ onon __ 3. f7 m O 3118 SSV)O 'du 'NIR .9/£ O N ^ m R m m N N nn e b C+ O1 m n u m n m n e N O O w r a♦� N m 9 In pm 9 N m n b o O S O O O O O O O O O O O O O O O O O O O O O O p O 0 0 0 0 0 0 0 t( 0 0 0 0 goo 0 0 m� _ n 0 io � .r m n$$ v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O D O O O $$ O O O O IRM-P oo �mm:g :i a ?i$n g m n O m 87 O n A 2�'�' w N S O R R°as v{ N f3 N gnngn'm N w n O '•`2$ tY R"1 yl O 1,;RR OI A F s < v G �Sx�nn O w b of w o $'SinniR;99 O m O m m 0 0 w N 9nnn%i$$13.7n$S 0 0 0 N n m n "r$n�SY;1R, w I� 19 9 o m n n �9i�Sl m o 0 m R o 5 0 o m� 0 1 I 0 I d mm♦ 0 w d n l I o I am n o ^ I 1 m I^ I 1 I I rl O p m O (! v 0 0 0 0 n m O 0 0 n 0 0 0 ramy mo e$I$ 0 0 0 o l l l l 0 O v3 N O m 0 m .+•. O O w m 01 .Ot O m O O O^ Ti o M w N "I n w N I I n Ip I ^ N � N .• YI w m, ^ N 11 Nry YV1� I d m u c M OIPIVH :Lq •ip I i to 9e-o(roI ;.yop v 3 a ZUVP 1. AX I 4. TIMM ANCHORS 113Y 1/4' TAPCONS WOOD BUCK SEE ELEV. FOR SPACING •' • I '• I 0 IS O 14 k frT NO ANCHORS REOU. AT SILL SPACING TYPICAL SEE ELEV. FOF COUNTY MUWON TE NOA TYPICAL ANCHORS 1/4• TAPCONS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE M V. FOR SPACING 3/16- OR 1/4- TAPCONS (SEE SHEET 2 FOR USE OF 3/16- TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8• MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 412 SMS OR SEYF DBIW14G SCRM T- AD _RS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 910 SIAS OR SELF DML"NG SCREWS INTO MWAI-DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 1-1/4• MIN. INTO WOOD STRUCTURE - 3/4• MIN. INTO METAL STRUCTURE - 1/2• MIN. SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT. SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4' X 3/4- ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED WIG. RAIL WEEPHOLES: W1 = 3/4' WEEP NOTCH AT EACH END HOVAYOUN FAROUQ b STRL=FES PRODUCTREVISEO FIA. PE 1 16557 m"m*'laj o'Itb 6. Fbd" b CAN 5,M seffzacmde ^ P'7 BGIC • 012 9 [__ drawing no. lnd�CoAbW OCT E 4 2007 W96-38 r-- TTE1I 1 PART / REQD. DESCRIPTION MATERIAL MANY./SUPPLIER/REMAREE 1 YE-169 1 FRAME HEAD 6063-TG _ 2 YE-167 1 FRAME SRL 6063_TS _ 3 YE-102 2 FRAME JAMB 6063-TG - 4 YE-152 1 Fp1ED RAIL 6053-T6 _ 5 YE-151 1 VENT TOP RAIL 6063-T6 - 6 YE-168 1 VENT BOTTOM RAIL 6063--T5 - 7 YE-920 2 VENT JAMB 6063_T5 -:-- a - AS REOD. GLAZING BEND ALUMINUM ROLL FORMED g 10 - 2/ VENT BLOCK R TACKLE BALANCE - 11 12 YH-511 YH-510 AS READ. AS REOD. BULB VWYL BULB VINYL PVC PVC SINGLE SINGLE 13 YH-5O9F AS REW. FILE-SCHLEGEL .107 X .25D - FIN SEA. (DOUBLE) 14 2/ VLNF VENT LATCHES NYLON/CELCON AT 6' FROM ENDS 14A 515 2/ VENTCAM L0Cx5 AILIAIf AT 6' FROM ENDS 15 �YH-504 3/4' B FRAME ASSEMBLY SCREWS CRS PLATED. PH SMS 16 x 1' 2 FD(ED RAIL SCREWS CRS CAD PLATED. PH SMS 17 /6 X 1-1/4' 4/ VENT VENT ASSEMBLY SCgEWS CRS CAD PLATEDPH SMS , 1L ANCHORS LEV. FOR SPACING MELT 2 FOR CAPACITY SEE SHEET2 FOR CAPACITY BUCK TYPICAL ANCHORS SEE ELEV: FOR SPACING SEE SHEET 2 FOR CAPACITY m Z O 0 Q a H � m O OW W o Ob • 0 � a 00;� 0Ug Oymy O n �LL J ZV! of `r Q W'If BW WIMAYOUN FAR000 PMODULTREylmD u ,A F�/ 1" ES Am comPP3tr>S1FB6@iliFlb a y` 3 CAN. 35.78 s4ND .D S 3 vM6a DAEe;��O ^ S: 3 4 2007 I ; 1r ,, .�., o....0 II W96-38 �2.220 U 4m " n I .055 889 i m 3 7.327 /� Z h .860 J FRAME HEAD / C V /' IL 2 .812 ° vLL II �1�.062 II ° CY'o A o 7I— �� p a a o S .881 1.437 I "� m yap m Ir/\III Q W > LL N I {iZ� t.0s2 ..1 Z e (mtyy a_ ICIYY Q FIXED RAIL 0 v o III0 B 17 0 1.187 .055 1.625 3 II x .812 F- B z � VENT TOP RAIL / 2 a fO 1.562 15 o �o3LLm 055 /' 0 3.125 2.563 1.125--{ 2.687 I � 3/4' WEEP NOTCH /' W 1.070 .OSss62 AT EACH END OF % SCREEN RETAINING LEG $ o -I .ate .687 S.H. VENT CORNER DETAIL b a a VENT BOTTOM RAIL VENT SIDE RAIL u x x x 2.174 aas 00 970 r S.H. FRAME CORNER DETAIL m @ W f o_ .U55 T."S5 1.292 Fngr. DR. HUMAYOUN FAROOO PNODUCP REVIISM c '1 3.027 2.104 I STRUCTURES ascom[Itflvpofibt6G Fi0Yld9 3 3.527 —{i- FfA PE Pp 165.57 DaWtug,;ngRctse Cod&' a 3 .812 C.A.N.3536 At N9 D .01 _. a E in:Nea 9AEc 8 0 5 LE1 t7e-7 ?me-DAdcrodcdc3=Ql drawl �1sn °i" ° � 17CT 2 4 2007 W96-38 FRAME SILL FRAME JAMB sheet Sof 5 M I A M I•DA[Z£ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DI'(7IRIJON NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COU I ITY, FLORIDA METRO-DADE FLAGI ER BUILDING 140 WEST FLAGLER STRE:ii T, SUITE 1603 MPAMI, FLOR i DA 33I30=15633 (305) 375-2901 FA: I (305) 375-2908 James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of ri>nstruction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arcs as where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pr! duct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resew - the right to have this product or material tested for quality assurance purposes. If this product or material fails ,o perform in the accepted manner, the manufacturer will incur the expense of such- testing and the AHJ may; immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA resi.1 rves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that t ! its product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Builcl ing Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipane, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing, No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipa.i gel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1'through:1 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02/04, bearing the Miami -Dili le County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Mn uni-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stag; and following statement: "Miami -Dade County Product Control Approved unless otherwise noted herei:l. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has laeen no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c I tinge in the materials, use, and/or manufacture of the product or process. Misuse of this NGA as an endorsement ; if any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure i i comply with any section of this NGA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, ani] followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayo,j, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its di i tributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval di rcument mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NGA Noai4418.04 o y Expiration Date: Mal! Dl, 2012 Approval Date: Male 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFiT-8X, dated 04/02/04, with no rev. ,ions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date SignaC re 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. V reves PE. 2. An 16423-2 PA 202 & 203 03/18/96 A. N. Iq.-eves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Iij.-eves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05: ! )9/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on 01/01: ! 13, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/! 19, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Sh;! fron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolm;:i as on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsal fit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron o: , 04/18/02. E OTHERS I. Na change letter issued by James Hardie Building Products, Inc. issued on 04/021117, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April t, 2007, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. Utri )ra, P.E. roduct Control 11vaminer NOA No T-1.0418.04. Expiration Date: Mql 61, 2012 Approval Date: Mai, 31, 2007 E-Y WALL HEIGHT WALL LENGTH B I II II II II II II II II II II II Il II II II B ' STUDS 16' ❑.C, ' SECTI❑N B-B DETAIL DESCRIPTION Hardlplank & Cemplank siding material is a non asbestos fiber cement product tested In accordance With ASTM C-1185 and meeting the requirements of the Florida Building Code. ; PLANK DIMENSIONS Width Length Thickness �• r. :59 1/2' 12 & 14' 5/16' DESIGN PRESSURE RATING ^.)•-1��, Installation Design Pressure i !' Wood frame —92 PSF �1 Metal frame —92 PSF j! NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 2) STUDS OF METAL OR WOOD WHERE HARDIPLANK & CEMPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE ' F.B.C. AND THE REQUIREMENTS OF THIS N.O.A. SOFFIT LENTGH B II II II II II II II II II II II it it Il II II II II II II II -----J1----1L---1L-- II it II II 11 II II II it II II II II II I! TRUSSES 16' O.C. DETAIL HARDISOFFIT & CEMSOFFIT PANEL INSTALLATION DETAILS The soffit panels are to be Installed over minimum 2'x4' wood ,Joists or 20 ga. x 3 5/8' x 1 3/8' steel ,Joists spaced a maximum of 16' o.c. When Installed on wood ,Joists Hardisoffit shall be fastened with 6d x.2' long galvanized box nallsl on steel studs It shall be fastened with #8 x 1 1/4' x 0.315' corrosion resistance H.D. ribbed bugle screws. The fasteners shall be placed 4' o.c. around the perimeter, of the panel and Intermediate studs. Nalls and screws shall have a minimum edge DETAIL A SECTION B—B DESCRIPTION / i✓ Hardlsoffit & Cemsoffit panels material Is a non/ asbestos fiber cement Product tested I. In nccordnnce with ASTN C-1185 and meeting the requlrements of the Florida Building Code. SOFFIT DIMENSIONS �1 Width i Length Thickness 548' . 8,9,10' 1/4' & 5/16' DESIGN PRESSURE RATING Installation Design Pressure Wood frame t53 PSF % Metal frame t 53 PSF I NOTES 1> ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 2> TRUSS OF METAL OR WOOD WHERE HARDISOFFIT & CEMS13FFIT WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F.B.C. AND THE REQUIREMENTS OF THIS N.O.A. PRODUCTRENIM L u Me PNjh. with The Fb" Actc;nti dy a FsPlmlim 11 y 0 e ❑JADES HARDiE FONT NELMA, AVENUE BUILDING PRODUCTS — USA 909- 5a, 3 92337 Rm4a a DEVEIDPIU CENIER FAY. 3gsn4 I , AAA Florida Building Code Online Pagel of 3 Oil :1 BCIS Home Log In ( User Registration ( Hot Topics I Submit Surcharge I Stats & Facts ! Publicath isProduct Approval `USER: Public User Product Approval Menu > Product or Application Search > Aoplicatlon List > Application Detail , Application Ty• _ • Revision Code Version won=. 2007 Sit pRC� Application Status Approved y4,r`a o. Comments y,i��t»(Wf\'L�.F-Si�+�n4�tYQC Archived Product Manufacturer Norandex Building Materials Address/Phone/Email 300 Executive Parkway We; Suite 100 Hudson, OH 44236 (740) 323-1787 Christine.Watson@norande; Authorized Signature Christine Watson Christine. Watson@norande; Technical Representative Christine Watson Address/Phone/Email 300 Executive Parkway We: Suite 100 Hudson, OH 44236 (740) 323-1787 Christine. Watson@norande: Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a FI, Florida Professional Enginee http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 2/12/2010 Florida Building Code Online Page 2 of 3 CAI Evaluation Report - Han Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 06/06/2011 Validated By John W. Knezevich, PE R-1 Validation Checklist - Hi Certificate of Independence FL12505 R1 COI Trinity El Referenced Standard and Year (of Standard) Standard ASTM D4477 ASTM D5206 Equivalence of Product Standards Certified By Florida Licensed Profession2 FL12505 R1 Equiv ES 071 Sections from the Code Product Approval Method Method 1 Option-D Date Submitted 07/07/2009 Date. Validated 07/13/2009 Date Pending FBC Approval 07/20/2009 Date Approved 08/11/2009 Summary of Products FL # Model, Number or Namm—e7 Description 12505.1 JjNorandex Vinyl Soffit Vinyl Soffit Limits of Use Ir lation Instruction Approved for use in HVHZ: No 05 R1 II er071305 Approved for use outside HVHZ: Yes Impact Resistant: N/A d By: Robert Niemi Design Pressure: +100/-100 d by Independent 1 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQWtDgvG4Aty8UaHd... 2/12/2010 Florida. Building Code Online Page 3 of 3 Other: 1.) The DP listed in this application pertains to one particular soffit installation. Refer to ER Appendix for all soffits and design pressures. 2.) Refer to ER Section 5 for Limits of Use. :valuation Reports FL12505 RI AE er0713C Created by Independent 1 Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserve Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Product Approval Accepts: ® MOM M f1 '1I+IN3iy� S�ccnr*d �rEMFVv http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 2/12/2010 \I TRINITYIERD EVALUATION REPORT Norandex Building Materials Distribution 300 Executive Parkway West, Suite 100 Hudson, OH 44236 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report C13820.04.09-2-R2 FL12505-R1 Date of Issuance: 04/29/2009 Revision 2: 07/13/2009 SCOPE: This Evaluation Report is issued under Rule 96-72 and the applicable rules and regulations governing the use of construction materials In the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been designed to comply with the 2007 Florida Building Code sections noted herein. DESCRIPTION: Norandex Vinyl Soffit Systems LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3, plus a two -page Appendix. Prepared by: `Cp The facimille seal appearing was authorized '4 • b Robert Nieminen, P.E. on 0711312009 Qom, r• This does not serve as an electronically signed Robert 3.M Nieminen P.E. ' °.�� document. Signed, sealed hardco les have been 7 i,�* ��N� L `k' transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 i to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. F'YD \-1 TRINITY I ERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub=Category: Soffits Compliance Statement: Norandex Vinyl. Soffit Systems, as produced by Norandex, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property 1404.9, 1405.13 Physical Properties 1609.1 / 104.11 Wind 3. REFERENCES: Entity ATI (TST 1588) Examination Wind Resistance ATI (TST 1588) Wind Resistance ATI (TST 1588) Wind Resistance ATI (TST 1588) Wind Resistance ATI (TST 1588) Physical Properties (D4477) ERD (TST 6049) Wind Resistance ATI (QUA 1844) Quality Control ATI (QUA 1844) Quality Control 4. PRODUCT DESCRIPTION: Standard Year ASTM D4477 2004 ASTM D5206 1996 Reference gate 59777.01-122-40' 03/20/2006 64374.01-109-40 04/25/2006 59782.01-122-40 03/20/2006 64373.01-109-40 04/25/2006 70079.01-106-31 01/04/2007 N19020.07.09 07/07/2009 ATI QA Program 05/24/2004 VSI Certification Program 04/29/2009 This Evaluation Report covers rigid polyvinyl chloride (PVC) soffits produced by Norandex In a variety of profiles and surface textures / colors. This evaluation. is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations / Conditions of Use herein. Brand Product Profiles Thickness American Classic American Classic Soffit D5 0.048" Norandex T4 Soffit T4 0.038" Cedar Reflections Premium Soffit 12 D5 0.048" Generations D5 Soffit D5 0.048" Select D5 Soffit D5 0.040" S. . LIMITATIONS: 5.1 This Evaluation Report is not for use In the HVHZ. 5.2 FBC 1405.13 limits vinyl soffit to Type V construction. 5.3 Limitations relating to wind load performance are provided in Appendix 1. 5.3.1 Unless otherwise noted, fasteners for are limited to 11/2" long x 0.125" shank diameter x minimum 3/8" head diameter galvanized roofing nails. 5.3.2 Unless otherwise noted nails for F-Channel and facia board securement shall engage the stud framing members. Exterior Research and Design, LLC. Evaluation Report 13820.04.09-2-R2 Certificate of Authorization #9503 FL12505-R1 Revision 2: 07/13/2009 Page 2 of 3 Q*T"AINITYIERD 5.3.3 Use of the wind load performance worksheets is limited to an eave height less than or equal to 30 feet on Category II, enclosed buildings. For buildings having conditions in excess of these parameters, a qualified design professional shall determine design pressures in accordance with FBC 1609 on a project -specific basis for comparison to wind load resistance data set forth in Appendix 1. 5.4 All products in the wall assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 96-72. 6. INSTALLATION: Norandex vinyl soffit systems shall be Installed in accordance with ASTM D 4756' and recommendations of the Vinyl Siding Institute°, subject to the Limitations / Conditions of Use noted herein. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. , S. MANUFACTURING PLANTS: Contactthe named QA entity for manufacturing facilities covered by F.A.C. Rule 913-72 QA requirements. 9. QUALITY ASSURANCE ENTITY: Architectural Testing (QUA1844) (717) 764-7700 www.archtest.com/vsi - THE TWO (2) PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - ' D4756-03, Standard Practice for Installation of Rigid Poly(Vinyl Chloride) (PVC) Siding and Soft, © ASTM. " Complete information on the Vinyl Siding Institute can be found at www.vinvlsidino.ora. Exterior Research and Design, LLC. Evaluation Report 13820.04.09-2-R2 Certificate of Authorisation #9503 FL12505-R1 Revision 2: 07/13/2009 Page 3 of 3 FLORIDA WIND ZONE COMPLIANCE WORKSHEET, Eave Height (h) < 30It, Category 11, enclosed FBC Section 1609 AMERICAN CLASSIC SOFFIT Wind Speed (mph) 3-second gust o Q. 0 N Product Span F-Channel Attach Fascia Cap Attach Design Pressure (Psf) 90 100 110 120 130 140 ISO OK OK OK OK OK OK OK B 12-Inch 16" o.c. 24" o.c. 100 OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK OK OK D OK OK OK OK OK OK OK B End Zone 5 OK OK OK OK OK OK OK C OK OK OK OK OK OK OK_ D American Classic D5 Soffit 16-Inch 16" o.c. 24" o.c. 71 OK OK OK OK OK OK OK B OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK OK` D OK OK OK OK OK OK OK OK B End Zone S OK OK OK OK OK OK 1 C OK OK OK OK OK s(p s p D OK OK OK OK OK OK 20.1nch 16" o.c. 24" o.c. 43 OK OK OK OK 0�� W _a � -0 C Interior Zone 4 OK OK OK �NOIrrC7'�s± OK OK k NO�0 " r.. D OK OK OK B End Zone s OK OK OKOK SOafO �`�0 0 NO S O Wk C sn�� r TRI-ATY80 EXTERIOR RESEARCH DESIGN, I.I.C. Certificate of Authorization #9503 Robert Nleminen, PE-59166 = 10% of least horizontal dimension or 40% of height, but not ss than either 4% of least horizontal dimension or 3 feet. AMERICAN CLASSIC SOFFIT Q ER C13820.04.09-2-R2 Norandex - FL12505-Rl 07/13/2009 Appendix 1, Pape 1 of 2 FLORIDA WIND ZONE COMPLIANCE WORKSHEET, Eave Height (h) < 30 ft, Category II, enclosed FBC Section 1609 NORANDEX SOFFIT Wind Speed (mph) 3-second gust 2 & dl N Product Span F Channel Attach Fascia Cap At Design pressure (Psn 90 100 110 120 130 140 ISO 12-Inch 16" o.t 24" o.c. 100 OK OK OK OK OK OK OK B Interior Zone 4 OK OK OK OK OK OK OK C OK OK OK OK OK OK OK D OK OK OK OK OK OK OK B End Zone S OK OK OK OK OK OK OK C OK OK OK OK OK OK OK D Cedar Reflections Premium Soffit 12 or Generations DS Soft 16-Inch 16" o.c. 24" o.c. 71 OK OK OK OK OK OK OK B Interior Zone 4 OK OK OK OK OK OK OK C OK OK OK OK OK OK ?N' D OK OK OK OK OK OK OK B End Zone S OK OK OK OK OK OK C OK OK OK OK OK 1Q� OK , N p ZO B 20-Inch 16" o.c 24" o.c. 43 OK OK OK. OK OK Interior Zone 4 OK OK OK OK` sNC�YI;ON4 C OK OK OK OK OK OK �f�pp� OK OK jp� WIN ow-NIMN, ta,� D End Zone S OK OK OK ��NO'at ihjfj s�',( jp� C OK OK T4 Soffit 12-Inch 16" o.c. 24" o.c.61 OK OK OK OK OK OK OK B. Interior Zone 4 OK OK OK OK OK OK OK OK OK OK OK j 14 `a �NO C D OK OK OK OK OK OK OK B End Zone S Interior Zone 4 OK OK OK OK OKtElq a4Np C OK OK OK OKNO.��Nffl OK OK D B 164nch 16" o.c. 24" o.c. 42 OK OK OK OK OK OK OK OK OK OK OK p(Zj " C OK OK OK OK ' OK LIO3�Q OK D OK OK OK OK OK OK B End Zone S OK OK OK OK OK OK OK OK - OK NOy `';p+� f� „(0� �.n"': `' p r C D 20-Inch 16" o.c. 24" o.c. 23 " OK OK OK'0 RNb'NO f OK WN it OK �N� 100 a (O a u' .t(Qt"�d FIB OK NO a 34 `ENO W0,000WON .a M:. N,Q OK B Interior Zone 4 End End Zone S Interior Zone 4 C D OK _?a xNA OK �NCi10 OK C D B Select DS Soffit 12-Inch IVo.c. 24" o.c. SS OK OK OK OK OK OK OK � xNO C OK OK OK OK O h D OK OK OK OK OK OK OK B End Zone S OK OK OK OK OK OK$ OK is �:("� "«tNpx� a Ow ,.c,�µ C D a = 10% of least horizontal dimension or 40% of height, but not less than either 4% of least horizontal dimension or 3 feet ij,T�;Ew EXTERIOR RESEARCH DESIGN, 3 Norandex-FL12505-R1 ER C33820.04.09-2-R2 Certificate of Authorization on#950 07/13/2009 Robert Nleminen, PE-59166 NORANDEX SOFFIT Appendix 1, Page 2 of 2 M-!rI A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules 'and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VUR & LPR Ridgevents LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Jor e L. Acebo. =� NOA No.: 06-0501.08 Expiration Date: 08/17/11 Approval Date: 08/17/06 Page 1 of 3 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description VUR Ridgevents 1.75": height TAS 100(A) Aluminum static louvered roof ridge 9":width ventilation system. 10':length 0.025": Min. thickness LPR Ridgevents 2": height TAS,100(A) Aluminum static louvered roof ridge 11":width ventilation system.. 8'and 10':length 0.025": Min. thickness EVIDENCE SUBMITTED: Test AiYency Test Identifier Description Date PRI Asphalt LOM-008-02-01 TAS100(A) 04/05/06 Technologies LOM-009-02-01 APPR OVED ASSEMBLIES: Trade names: VUR & LPR Ridgevent System Type C: Mechanical attachment of static ridge vent over composite shingles. Cutout: Refer to manufacturer's published literature Installation: Install end plug on the end of the vent sealed with 100% silicone sealant. VUR & LPR Ridgevent shall be 6" longer than ventilation slot as to provide a base for the end plug. Apply'/a" wide bead of 100% silicone sealant caulk.to the bottom flange of the VUR & LPR Ridgevent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both sides of the ridge peak for VUR vent; 5'_/4" dQwa_Qn_b_czth sides of be ridge peak for LPR vent). ,jai I th. Ventilation Calculations: Minimum Slope: � Y Install Hurricane Straps over each end of ridge vent, all connections between sections and at 3' intervals over the remainder of the vent using four 1'/2" galvanized ring shank -roofing nails per strap. Refer to manufacturer's published literature 3:12 NOA No.: 06-0501.08 Expiration Date: 08/17/11 Approval Date: 08/17/06 Page 2 of 3 General Limitations: 1. Refer to applicable Building Code for required ventilation. 2. VUR & LPR Ridgevent shall comply with all applicable building codes. 3. VUR & LPR Ridgevent shall not be installed on roof mean heights greater than 33 feet. 4. VUR & LPR Ridgevent shall comply with 1517.6 of the Florida Building Code (FBC) DETAILS 5.750 2.875 0.250 �0.038 / 1 R0.062 (9 PL 991(REF) 0.5 R0.125(2 00L 1�01 ' 0.750 0.125 3.000 1.750 --- VUR Ridgevent 0.12: 0.937 X`� 90?0'0" LPR Ridgevent END OF THIS ACCEPTANCE NOA No.: 06-0501.08 a . _ Expiration Date: 08/17/11 Approval Date: 08/17/06 Page 3 of 3