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Home My WebLink AboutAtrium Condos 21020224 & 21102020Jeb Bush Governor Department of Environmental rotection` ,r Marjory Stoneman Douglas. Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 February 19, 2001 Mitchell B. Malvan, President 2900 North A-1-A North Hutchinson Island, Florida 34949 Dear Mr. Malvan: NOTICE TO PROCEED WITHHELD PERMIT NUMBER: SL-177 PERMITTEE NAME: Surf N Sand Properties, Inc. David B. Struhs Secretary C Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of, Environmental Protection. However, construction may not commence until after the permittee has received a notice to proceed in accordance with Special Permit Conditions 1 and 2, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 3, 4, and 5. Please read the permit and permit conditions including both the Standard Permit (Ctanditions and any Special Permit Conditions closely before starting construction. Standard Permit l onditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire February 16, 2004. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any parry to this proceeding has the right to request review of this order by the Governor and Cabinet, sitting as the Florida Land and Water Adjudicatory Commission, in accordance with Section 20.255 of the Florida Statutes. To initiate such a review, you must file a request for it, and the request must be received by the Secretary of the Commission at The Capitol, Room 2105, Tallahassee, Florida 32399, within twenty days after this order is clerked. You must also serve both the Department of Environmental Protection, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and any other person named in this order with a copy of the request within twenty days from the date of this order. "More Protection, Less Process" Printed on recycled paper. Mitchell B. Malvan, President February 19, 2001 Page 2 Additionally, any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the - Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. When the Florida Land and Water Adjudicatory Commission receives an adequate and timely request for review, it will schedule the request for acceptance by the Commission. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding',; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the Mitchell B. Malvan, President February 19, 2001 Page 3 lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the tiling fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone: numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (9) P-ither an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly Mitchell B. Malvan, President February 19, 2001 Page 4 identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The `signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 8501487-4475. Sincerely, !V"46Lx, Srinivas M. Tammisetti, Engineer Office of Beaches and Coastal Systems SMT/jg Enclosures cc: Permit Information Center Norman Smith, Field Inspector St. Lucie County Building Official Surf N Sand Properties, Inc., Property Owner NCTF: THIS AUTHORIZATION w &°'E°'oN STATE OF FLORIDA IS DIFFERENT FROM THE CROR r. DEPARTMENT OF ENVIRONMENTAL PROTECTION Office of Beaches and Coastal Systems ORIGINAL REQUEST. SEE s 3900 Commonwealth Blvd. - Mail Station 300 SPECIAL PERMIT CONDITIONS. Tallahassee, Florida 32399-3000 (850) 488-3780 PERMIT NUMBER: SL-177 PERMITTEE Surf N Sand Properties, Inc. c/o Mitchell B. Malvan, President 2900 North A-1-A North Hutchinson Island, Florida 34949 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on December 4, 2000, and was determined to be complete pursuant to rule on December 4, 2000. The proposed project is to be located landward of the 30- year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B- 33.007, Florida Administrative Codfe; and that it is an activity or type of construction which the designee of the Director of the Office of Beaches and Coastal Systems has authority to approve or deny pursuant to Deputy Secretary Directive "Delegation of Authority", effective July 1, 1999. The direct and cumulative impacts to the beach and dune system that will be caused by both the seaward location and shore -parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore -parallel coverage occupied by, the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: February 16, 2004 0 W PERMITTEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 PAGE LOCATION: Between approximately 200 feet and 520 feet north of the Department of Environmental Protection's reference monument R-27, in St. Lucie County. Project address: 3000 North A-1-A, North Hutchimmn Island. PROJECT DESCRIPTION: Rebuild A 12-Story, 44-Unit Multifamily Dwelling (Condominium) 1. Location relative to control line: A maximum of 91.25 feet seaward. 2. Exterior dimensions: A maximum of 144.5 feet in the shore -normal direction (inclusive of porte cochere) by a maximum of 137.0 feet in the shore -parallel direction (inclusive of northerly and southerly terraces). 3: Type of foundation: 14-inch diameter auger -cast concrete pile. 4. Penetration of piles: To elevation —14.5 feet (NGVD), or deeper. 5. Structural elevation (bottom of beam): +21.0 feet (NGVD), or higher. 6. Top of pile cap elevation: +9.5 feet (NGVD), or lower. 7. Top of grade beam: +9.5 feet (NGVD), or lower. 8. Elevation of understructure parking area: +10.5 feet (NGVD). Seaward Rectangular Swimming Pool (Refer to Special Permit Conditions 1..4) 1. Location relative to control line: A maximum of 77 feet seaward. 2. Exterior dimensions: 40 feet in the shore -normal direction by 20 feet in the shore -parallel direction. 3. Type of foundation: Refer to Special Permit Condition 1.3. 4. Deck elevation of swimming pool: +10.2 feet (NGVD). 5. Bottom elevation of swimming pool: Refer to Special Permit Condition 14. 6. Maximum depth of swimmiing pool: 6.7 feet. PERMITTEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 PAGE 3 Cabana 1. Location relative to control line: A maximum of 41.08 feet seaward. 2. Exterior dimensions: 8 feet in the shore -parallel direction by 13 feet in the shore -normal direction. 3. Type of construction: Spread footing. Excavation/Fill (Refer to Special Permit Conditions 1.2, 1.5 and 5) 1. Total volume of excavation: Approximately 477.5 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. Refer to Special Permit Condition 1.2. 2. Location of excavation: From 0 feet to 91 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 385 cubic yards. 4. Location of fill to be placed: From 0 feet to 91 feet seaward of the control line. Other Structures 1. A paver -block swimming pool deck attached to the periphery of the swimming pool is to be located a maximum of 91 feet seaward of the control line. 2. A temporary construction ;fence on the seaward side of the proposed condominium to extend a maximum of 102 feet seaward of the control line. 3. Stormwater retention areas on the seaward side and landward side of the proposed swimming pool as shown on the approved drawings. 4. A Type FC-2 parking area on the north side of the proposed condominium to be located a maximum of 80 feet seaward of the control line. Refer to Special Permit Condition 1.8. 5. A spa on the seaward side of the swimming pool to extend a maximum of 83 feet seaward of the control line. 6. Demolish existing dwellings and pad on one site. Refer to Special Permit Condition 6 d PERMITTEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 PAGE 4 7. Two understructure elevator shafts„ 8. a 4-inch thick understructure concrete slab enclosed with breakaway block walls. 9. Construct a 4.33-foot wide concrete sidewalk along the southerly property line and install a chain link fence. SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final site grading, landscape, architectural and structural plans and specifications for all authorized structures, excavation, and fill, including all appurtenant structures and utilities. These documents shall be signed and sealed by the design engineer or architect (as appropriate), who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B-33.007(3)(b), 62B- 33.007(m) and 62B-33.007(3)(o), Florida Administrative Code. These plans and specifications shall be subject to approval from the staff of the Office of Beaches and Coastal Systems, and shall include or reflect the following: 1.1. All walls, except shear walls, constructed below elevation +15.3 feet (NGVD) shall be designed and constructed as breakaway walls. Provide design details for the breakaway walls which shall not be connected to any structural member supporting the dwelling. 1.2. No net excavation shall occur seaward of the control line, and proposed project elevations shall be adjusted accordingly. 1.3. Grade level concrete slabs shall be a maximum of 4 inches thick, shall contain no metal reinforcement, shall be structurally independent of the pile foundation of the proposed condominiums, and shall be of breakaway design. The concrete shall be jointed at each pile and shall be jointed, saw -cut (1-inch minimum), or weakened in some fashion so as to breakaway into segments measuring a maximum of 25 square feet in response to overwash or undermining during a future storm event. Any slab turn down edge;, or other similarly functioning curb or edge, shall measure a maximum of 12 inches. 1.4. Construction drawings of the swimming pool with elevations referenced to NGVD. The swimming pool bottom raised to +7.0 feet NGVD and the pool certified not to increase risks of damage to the adjacent dwellings during coastal storm events. PFRMr=: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 PAGE 5 1.5. Site grading and drainage plan clearly indicating approximate amounts and locations of excavation and fill, showing no net excavation seaward of the 1987 control line, and no stormwater runoff directed seaward or onto adjacent properties. All excavated material not required for fill shall remain seaward of the control line in the vicinity of the excavation. 1.6. Landscape drawings. 1.7. Construction details of the pavement for the parking areas seaward of the control line. 1.8. A copy of the Environmental Resource permit from the Department of Environmental Protection District Office. 2.. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the notice to proceed, the permittee shall provide written evidence that a public notice of the Department's action has been published for one day in the largest newspaper of general circulation in the county where the proposed project is located. A certification from the newspaper showing compliance shall be provided to the staff. Prior to publishing the required public notice, the permittee shall contact the staff and obtain the specific language that must appear in the advertisement. The public notice must be published within 10 days of the date of issuance of this permit. 3. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Office of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The applicant shall have the Notice to, Proceed and approved plans on site at the time of the meeting. The proposed locations of the structures shall be staked out for the conference. 4. Construction activity authorized by this permit shall not commence until after the time period provided in the public notice for the public to exercise any rights they may have under Chapter 120, Florida Statutes, has expired, or if a hearing is requested, dispositiotl of the hearing request has been made. 5. The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration This fill material shall be free of construction debris, rocks, or other foreign matter. PERMITTEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 PAGE 6 sample of the sand shall The provided to the staff representative during the preconstruction conference. 6. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal constructions control line. 7. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore -parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this 101 day of �� 2001, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to S120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. /, I Deputy Clerk Date State of Florida Department of_ Environmental Protection E. Olu. Sawyerr, P.E. A ii Office of Beaches and Coastal Systems 0 a rr Impact Fee Calculation4�-1 ()2—C2--:I—+ (per unit) If tal ad a G hooix— tC(S. x W-WE /�►7G.C)c 00 = Cam'MM A-O, CCD The A11'llllll o» Lke �=cecah R 2900 North AIA North Hutchinson Island, Florida 34949 (561) 466-0301 Fax (561) 466-1225 February 2, 2001 St. Lucie County Public Works Building & Zoning Department Re: Utility Hook-up Agreement Gentlemen: Surf `N Sand Properties, Inc. d/b/a The atrium on the Ocean If hereby certifies that we will provide a copy of the utility hookup agreement prior to issuance of the Certificate Of Occupancy and that all appropriate fees will have been paid. Sincerely, xM, 6, -,_ Mitchell B. Malvan, President Surf `N Sand Properties, Inc. d/b/a The Atrium on the Ocean ll LEGAL DESCRIVITON PARCEL 1: TRACT "Q", CORAL COVE BEACH SECTION ONE, A SUBDIVISION OF ST. LUCIE 4 ` COUNTY; FLORIDA, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 11, PAGE 30 "A" AND 'B" OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND ALSO: PARCEL 2: THE FOLLOWING DESCRIBED LOT, PIECE, OR PARCEL OF LAND SITUATE LYING AND BEING IN THE COUNTY OF ST. LUCIE, STATE OF FLORIDA, TO- WIT: ALL THAT PART OF GOVERNMENT LOTS 3 AND 4, SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE EAST LINE OF TRACT "Q", OF CORAL COVE BEACH SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGES 30-A AND 30-B OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND LYING WEST OF THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN AS IT EXISTS FROM TIME TO TIME, AND LYING SOUTH OF THE NORTH LINE OF TRACT "Q" OF CORAL COVE BEACH SECTION ONE AS EXTENDED FROM ITS INTERSECTION WITH THE EAST LINE OF SAID TRACT "Q" ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN, AND LYING NORTH OF THE SOUTH LINE OF TRACT "Q" AS EXTENDED FROM ITS INTERSECTION WITH THE EAST LINE OF TRACT "Q" OF CORAL COVE BEACH SECTION ONE ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN. Sent By: BLISS CONSTRUCTION; 15613918702; Jan-18-01 3:31PM; Page 3/4 ST. LUCIE COUNTY PUBLIC WORKS BUILDING 3 ZONING DEPARTMENT 2300 VIRGINIA AVENUE FORT PIERCE, FL 34 V-W52 651.4e2-1563 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, o p ozH s.Tz A I R C L anal a P 44r<2CC'(0) (tax IDAegal desedpUoNaddress) for which I have applied to St. Lucie County for Fi I De eim t Permit, In accepting this Final Development Permit, SP Number 2-: ,r,2T. #acknowledge that as owner of the above described property, and in accordance with ection 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NQT be adversely affected. I further ackno%Medge that in granting this permit far 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. Propany Owner Property Owner Date (Print) (Slgnattiro) STATE OF FLORIDA. COUNTY OF lr' SWO N TO AND SUBSCRIBED 8 FORE 70 DAY OF 20Q1, BY i IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. I �/�� (!wl) Iz Ad 1 5 -SIGMATU OF NO AR TYPE OR PRINT E OF NOTARY / 4PAyPG 20 ',C KembehY# . Conley ��!/�j�� miss"; CC748985 NOTARY PURL IC TITLE 0 L11-6—13SION NUMBER °��F p1,OQa Expires �k 11 2002 ATLANp,p, n„ �^ SLCCDV FORM NO.: 011-"a St. Lucie County Property Record Card. 11 Pagel of 3 St. Lucie County Property Appraiser Geographic Information Services Real Property Record for Parcel Number: 142570102200008 Record Number: 1 of 2 Location: ### Section: 25 Township: 34S Range: 40E Show Location Map Owner, Legal Description, Deed & Total Assessment Name: SURF N SAND PROPERTIE Legal: CORAL COVE BEACH -SECTION ONE- INC TRACT Q (4.20 AC) (OR 1038-2760) Address: 2900 N AlA %Mitch Malvan ` Fort Pierce, FL 34949 Book: 1038 Page: 2760 Sale Date: 199 -09-30 Sale Amt Sale/FT: 00:00:00 480000 869.57/SgFt. Insp. Date: By: Date Valued: Permits: Exempt.: 0 Land:439900 Improve.:44800 0ass:0 Total: 84700 Taxable:484700 Neighborhood & Use No' Year fear Built:�Stories: Imp. ff 1974 Eff: Baths: 1 Bedrms: 0 Pool: Y F Ic: N Air:Y1 1910 Lrnng Area: 552 SgFt. Wall: Wood and Sheathing Building Perimeter Sketch and Photograph http://Www.paslc.org/webmap/scripts/pre.pl?10097758,142570102200008 2/12/O1 JOANNE HOLMAN, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY �tia;;„•<,�y -File Number: 1OB6738 OR BOOK 1367 PAGE 892 Recorded:02f28/01 14:40 r• NOTICE OF COMMENCEMENT �tr O2pZZ� TaxIDNo. ��'T-S-�O1-0220-oco% �'Sta%raf'. r r a 4 County Of THE ' 13�0 NED hereby gives notice that improvement will be made to certain real property, and in NChapaG... ... I ter 713, Florida Statutes, the following information is provided in this Notice of `f4Nmer nt. Legal Description of property and street address, if available General description of improvements 1 x ou�ba � r��l N� Srt� rPF�J Wt o�+ Owner Skrq `hj 5Q A rm�r�?es+�hr Address zyo0 or-rh 1� N. k�,c.-�C-4 fln SlaIncf. FZ- Owner's interest in site of improvementp r Fee Simple Title holder (if other than owner) Address r Contractor KV� uS->r'h(.c.c-zto C. Phone#?Zi-ZS7-=7.�O Address LZ�p i\ \1 = c �11 P P\ v Sr Fax# r Surety Phone# Address Fax# Amount of Bond S .ender Phone# Address Fax# 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_ P-3, Ka\\➢c�1� res��e tF cor n)Svnd�rope,F� Phonee�6(-qt,6-o301 Address z�f O 0 Nl n'r CIA 1-, 1a, T r {c lr i rh"Cm Ts l2 kid - FI_ Fax# e 61 - (6 / z z c In addition to himself, owner designates Y��v\ t_ . !_; 5 r of r�u, r_. L 713.13#sh1-�� Dues. �30 into receive a copy of"the ienor's Notice as provide in ection 713.13(1)(b), Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. STATE OF FLORIDA, COUNTY OF kj Ora O Sworn to and subscribed before me this IL, day of of is personally known to me or who has produced L (seal) J�1r'�� n�riteL Iy S. Conley cxn zs ua(y 11, 2002 s of Z I30NOED THOU ATf.AN PC t?OM01NC Co., IIeC. 'A . A, . ✓PLUG (' JTi ,�. OWNERS SIGNATURE I 1 by MAW/t 461L)_4, ,who L as id"cation. i L ,i TYPE OR PRINT NAME OF NOl'ARN NOTARY P 8 I TITLE #C�-� �k�f !_� COMMISSION NUMBER -OR BOOK 1367.PAGE 893 LEGAL DESauprjT0N PARCELI: TRACT "Q", CORAL COVE BEACH SECTION ONE, A SUBDIVISION OF ST. LUCIE COUNTY; FLORIDA, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 11, PAGE 30 "A" AND 'B" OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, I_\u�7�rf.Y\Ii PARCEL 2: THE FOLLOWING DESCRIBED LOT, PIECE, OR PARCEL OF LAND SITUATE LYING AND BEING IN THE COUNTY OF ST. LUCIE, STATE OF FLORIDA, TO- WIT: ALL THAT PART OF GOVERNMENT LOTS 3 AND 4, SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE EAST LINE OF TRACT "Q", OF CORAL COVE BEACH SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGES 30-A AND 30-B OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND LYING WEST OF THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN AS IT EXISTS FROM TIME TO TIME, AND LYING SOUTH OF THE NORTH LINE OF TRACT "Q" OF CORAL COVE BEACH SECTION ONE AS EXTENDED FROM ITS INTERSECTION WITH THE EAST LINE OF SAID TRACT "Q" ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN, AND LYING NORTH OF THE SOUTH LINE OF TRACT "Q" AS EXTENDED FROM ITS INTERSECTION WITH THE EAST LINE OF TRACT "Q" OF CORAL COVE BEACH SECTION ONE ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN. STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFYTHATTHIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. JoAli L }�iN, CLER>� _ By Date t Surf N Sand,Properties, Ina ' C/o Mitchell B "Malvan, President 2900 North A-1-A North Hutchinson Island, Florida 34949 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. °Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a rebuild a '12-story, 44-unit multifamily dwelling (condominium), seaward rectangular swimming, cabana, other structures, excavation and placement of fill. Project Location: Between approximately,200 feet and 520 feet' north of the Department of Environmental Protection's reference monument R-27, in St. Lucie County. Project address: 3000 North A-1-A, North Hutchinson Island. Special Instructions: 1. Construction above the foundation is NOT authorized under this notice. 2. A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Office of Beaches and Coastal Systems' 3900 Commonwealth_ Blvd. - M.S. 310 / Tallahassee',Florida 32399-3000 Date of Notice Srinivas W. Tammise weer Telephone (850) 488-3180 SMT/jg cc: Permit File Permit Information Center ' Tommie Carter, Field Inspector - , Surf N Sand Properties, Inc., -Property Owner St Lucie County.Biuldtng Official As r �'iv 4�`A' ��.d 'e'� �. �i�>• .- p "4T �F4i � x � z ',�" 3 a e r� Post�Conspicuously on the�Site �``�� ,f f yy yY� y, --Iy NOTE: THIS AUTHORIZATION IS DIFFERENT FROM THE ORIGINAL REQUEST. SEE SPECIAL PERMIT CONDITIONS. „�nmFmo STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION a Office of Beaches and Coastal Systems FLOR 3900 Commonwealth Blvd. - Mail Station 300 Tallahassee, Florida 32399-3000 (850) 488-3180 PERMIT NUMBER: SL-177 (Amend) I' 1 Surf N Sand Properties, Inc. c/o Mitchell B. Malvan, President 2900 North A-1-A North Hutchinson Island, Florida 34949 AMENDED PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line was approved by the Department of Environmental Protection on February 16, 2001. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. By letter dated February 21, 2001, the permittee provided additional information for consideration by the staff and requested amendment of certain permit conditions imposed by the Department as a condition to granting the permit. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this amended permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Director of the Office of Beaches and Coastal Systems has authority to approve or deny pursuant to Deputy Secretary Directive "Delegation of Authority", effective July 1, 1999. The direct and cumulative impacts to the beach and dune system that will be caused by both the seaward location and shore -parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore -parallel coverage occupied by, the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: February 16, 2004 0 PERMITTEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 (Amend) PAGE 2 LOCATION: Between approximately 200 feet and 520 feet north of the Department of Environmental Protection's reference monument R-27, in St. Lucie County. Project address: 3000 North A-1-A, North Hutchinson Island. PROJECT DESCRIPTION: Rebuild A 12-Story, 44-Unit Multifamily Dwelling (Condominium) 1. Location relative to control line: A maximum of 91.25 feet seaward. 2. Exterior dimensions: A maximum of 144.5 feet in the shore -normal direction (inclusive of porte cochere) by a maximum of 137.0 feet in the shore -parallel direction (inclusive of northerly and southerly terraces). 3. Type of foundation: 14-inch diameter auger -cast concrete pile. 4. Penetration of piles: To elevation -14.5 feet (NGVD), or deeper. 5. Structural elevation (bottom of beam): +21.0 feet (NGVD), or higher. 6. Top of pile cap elevation: +9.5 feet (NGVD), or lower. 7. Top of grade beam: +9.5 feet (NGVD), or lower. 8. Elevation of understructure parking area: +10.5 feet (NGVD). Seaward Rectangular Swimming Pool (Refer to Special Permit Conditions L4) 1. Location relative to control line: A maximum of 77 feet seaward. 2. Exterior dimensions: 40 feet in the shore -normal direction by 20 feet in the shore -parallel direction. 3. Type of foundation: Refer to Special Permit Condition 1.3. 4. Deck elevation of swimming pool: +10.2 feet (NGVD). 5. Bottom elevation of swimming pool: +3.5 feet (NGVD). PERMTITEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 (Amend) PAGE 3 6. Maximum depth of swimming pool: 6.7 feet. Cabana 1. Location relative to control line: A maximum of 41.08 feet seaward. 2. Exterior dimensions: 8 feet in the shore -parallel direction by 13 feet in the shore -normal direction. 3. Type of construction: Spread footing. Excavation/Fill (Refer to Special Permit Conditions 1.2, 1.5 and 5) 1. Total volume of excavation: Approximately 477.5 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. Refer to Special Permit Condition 1.2. 2. Location of excavation: From 0 feet to 91 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 385 cubic yards. 4. Location of fill to be placed: From 0 feet to 91 feet seaward of the control line. Other Structures 1. A paver -block swimming pool deck attached to the periphery of the swimming pool is to be located a maximum of 91 feet seaward of the control line. 2. A temporary construction fence on the seaward side of the proposed condominium to extend a maximum of 10"! feet seaward of the control line. 3. Stormwater retention areas on the seaward side and landward side of the proposed swimming pool as shown on the approved drawings. 4. A Type FC-2 parking area on the north side of the proposed condominium to be located a maximum of 80 feet seaward of the control line. Refer to Special Permit Condition 11 5. A spa on the seaward side of the swimming pool to extend a maximum of 83 feet seaward of the control line. PERMITTEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 (Amend) PAGE 4 6. Demolish existing dwellings and pad on one site. Refer to Special Permit Condition 6 7. Two understructure elevator shafts. 8. A 4-inch thick understructure concrete slab enclosed with breakaway block walls. 9. Construct a 4.33-foot wide concrete sidewalk along the southerly property line and install a chain link fence. SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final site grading, landscape, architectural and structural plans and specifications for all authorized structures, excavation, and fill, including all appurtenant structures and utilities. These documents shall be signed and sealed by the design engineer or architect (as appropriate), who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B-33.007(3)(b), 62B- 33.007(m) and 62B-33.007(3)(o), Florida Administrative Code. These plans and specifications shall be subject to approval from the staff of the Office of Beaches and Coastal Systems, and shall include or reflect the following: 1.1. All walls, except shear walls, constructed below elevation +15.3 feet (NGVD) shall be designed and constructed as breakaway walls. Provide design details for the breakaway walls which shall not be connected to any structural member supporting the dwelling. 1.2. No net excavation shall occur seaward of the control line, and proposed project elevations shall be adjusted accordingly. 1.3. Grade level concrete slabs shall be a maximum of 4 inches thick, shall contain no metal reinforcement, shall be structurally independent of the pile foundation of the proposed condominiums, and shall be of breakaway design. The concrete shall be jointed at each pile and shall be jointed, saw -cut (1-inch minimum), or weakened in some fashion so as to breakaway into segments measuring a maximum of 25 square feet in response to overwash or undermining during a future storm event. Any slab turn down edge, or other similarly functioning curb or edge, shall measure a maximum of 12 inches. PERMnTEE: Surf N Sand Properties, Inc. PERMrr NUMBER: SL-177 (Amend) PAGE 5 1.4. Construction drawings of the swimming pool with elevations referenced to NGVD. The swimming pool &ign certified JU the design engineer not to increase risks of damage to the adjacent dwellings during coastal storm events. 04,t�L 0"t 1.5. Site grading and drainage plan clearly indicating approximate amounts and locations of excavation and fill, showing no net excavation seaward of the 1987 control line, and no stormwater runoff directed seaward or onto adjacent properties. All excavated material not required for fill shall remain seaward of the control line in the vicinity of the excavation. 1.6. Landscape drawings. 1.7. Construction details of the pavement for the parking areas seaward of the control line. 1.8. A copy of the Environmental Resource permit from the Department of Environmental Protection District Office. 2. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the notice to proceed, the permittee shall provide written evidence that a public notice of the Department's action has been published for one day in the largest newspaper of general circulation in the county where the proposed project is located. A certification from the newspaper showing compliance shall be provided to the staff. Prior to publishing the required public notice, the permittee shall contact the staff and obtain the specific language that must appear in the advertisement. The public notice must be published within 10 days of the date of issuance of this permit. 3. Prior to commencement of construction activity authorized by this permit, _a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Office of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The applicant shall have the Notice to Proceed and approved plans on site at the time of the meeting. The proposed locations of the structures shall be staked out for the conference. 4. Construction activity authorized by this permit shall not commence until aftd€ the time period provided in the public notice for the public to exercise any rights they Play have under Chapter 120, Florida Statutes, has expired, or if a hearing is requested, disposition PERMITTEE: Surf N Sand Properties, Inc. PERMIT NUMBER: SL-177 (Amend) PAGE 6 The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. 6. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 7. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore -parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. This amended permit, with the referenced attachments, comprises the entire permit, and supersedes the permit as previously issued. n - Done and ordered this J'� day of M �// y 2001, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to S 120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. Deputy Clerk Date State of Florida Ion partment f Envir n e Protection y D. McNeal, P. . d strator Office of Beaches and Coastal Systems Job Bush Governor Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard David B. Suuhs Tallahassee, Florida 32399-3000 Secretary March 7, 2001 Mitchell B. Malvan, President 2900 North A-1-A North Hutchinson Island, Florida 34949 Dear Mr. Malvan: NOTICE TO PROCEED WITHHELD PERMIT NUMBER: SL-177 (Amend) PERMITTEE NAME: Surf N Sand Properties, Inc. Your request for an amended permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee has received a notice to proceed in accordance with Special Permit Conditions 1 and 2, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 3, 4, and 5. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire February 16, 2004. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days aftef your receipt of this notice. "More Protection, Less Process" Printed on recycled paper. Mitchell B. Malvan, President March 7, 2001 Page 2 When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modificatiofl, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of Mitchell B. Malvan, President March 7, 2001 Page 3 appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for Mitchell B. Malvan, President March 7, 2001 Page 4 such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 850/487-4475. S' rely, Tony D. cNeal, Office o Beaches and Coastal Systems TDM/jg Enclosures cc: Permit Information Center Norman Smith, Field Inspector St. Lucie County Building Official Surf Sand Properties, Inc., Property Owner i DOUGLAS ROOT dr ARCHITECTS ARCHITECTURE ' PLANNING • DESIGN March 13, 2001 Mr. William Hatcher St. Lucie County Building Dept. 2300 Virginia Ave Ft. Pierce, Fl. 34982 Re: Atrium II Dear Mr. Hatcher, I have reviewed the roofing systems (built up & tile) and glass systems submittals provided to you on March 13, 2" by MHWilliams Construction, Inc. and find them to be in accordance with the design specificiatioll{s f the building. Sincerely, V Encl. 445 E. PALMETTO PARK ROAD BOCA RATON, FL 33432 1561) 367-1505 PHONE - (561) 367.1548 PAX N. PALN BEACH OFFICE 15611 630,9966 xo-.A�n.4rAYkvx�+°m "x `rt,4s.cw r d.'.d. i..l .... ^. . E ONLY: DATE FILED: 7-Q7 REVISION FEE: sd OD PERMIT NUMBER:? Z 10 Xb 2 `( RECEIPTNO.:Q1H5q?L (') ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFOR IATION 1. LOCATION!SITE kDDRESS: 2. DETAILED DESCRIPTIONS OF PROJECT RED ISIONS: S1i @ mL-i 5 e 2- 4 'S •3 i Eyt-s,c.w C.t,ovb�ea '1t6tY\grow+ Zo No•ri; 10 CONTRACTOR INFOR.`IATION: ST. OF FL REG./CERT= G 4CA tIL%7- 4 ST. LUCIE COUNTY CERT,= I lb I'3y _. BLUSINESSNA-ME: mi•l W1L4%&V-%% CDM�4tRVGYtow Qualifiers Name: M14ws Cl. {A ADDRESS: -4-Z C'.AV_C+l+�.eli �wr] ZIP:ZR CITY: STATE: T L PRONE (DAYTIME): 4 r.t,l--1WI FAX rl" fir!} 1 L11 y't o2 ARCHIVENGINEER: N.kNIE: �py4LaS;'�pot �G}ALi6TGGi _ ADDRESS: A46 wa C ti Z u '{'ee`Q K tCITY:TATc� _ N ai'Z zip:— PHONE (DAYTIME): r.61. 36'1• IF,bS FAX# �;e ? S T. L UC I E C O U NT Y 2300Virginia Avenue Ft.. Pierce, Florida 34982 Growth Management Division R E C E I P T ____ ----- - -------------------------------------- -09 JAN 2002 5960 TRANSACTION DATE TRANSACTION NUMBER 0114 _xo _=7-_cam- '.. PERMIT NUMBER: 21020224 PERMIT TYPE: MULTI -FAMILY RESIDENTIAL j PERMIT JOB DESC: CONSTRUCT 12 STORY, 44 UNIT CONDOMINIUM TOWER € . JOB ADDR<: 3000 A A N (10469) 11 PARCEL NUMBERS 1425-701-0220-000/8 FCC DESC: *5 OR MORE FAMILY BUILDING (105 ) APPLICANT: MICHAEL H WILLIAMS F E E S C 0 L'L E C T'E D FEE CODE DESCRIPTION AMOUNT -------- ------ ---------------- - ------------- REVIS REVISION TO ,PLANS 50.00 AMOUNT PAID: $50.00 FEE WAIVED CHECK NBR: 4308513030238847 PAID BY: RICHARD R DENNING MEMO: LAG DEPARTMENT OF PUBLIC WORKS Building & Zoning MEMORANDUM TO: FROM: FILE PAULA SUBJECT: ATRIUM ON THE OCEAN II PERMIT # 21020224 DATE: MARCH 15, 2001 I RECEIVED THE ABOVE PERMIT FROM BUILDING DEPT THIS MORNING. I AM COMPLETING THE PERMIT WHICH WAS STARTED BY BETSY. THE FOLLOWING ITEMS ARE STILL NEEDED BEFORE THE PERMIT CAN BE ISSUED. 1) STORMWATER APPROVAL® (SENT E-MAIL TO MR. WAZNY - WAITING FOR REPLY) 2) WE HAVE RECEIVED DEP APPROVAL - NOTICE TO PROCEED WITHHELD. THERE ARE CONDITIONS AND THEY CAN NOT START UNTIL THEY RECEIVE A NOTICE TO PROCEED. (I WILL CONTACT MR. MALVIN T�SEE� IF HE HAS SAME) H_aA - TOvyu4Rc �`} " 3) DOT PRE -APPLICATION EXPIRED ON 3/28/2001 (I WILL CONTACT MR. MALVIN TO SEE IF HE HAS DOT PERMIT OR INTENT TO ISSUE) 4) A NOTE HAS BEEN PLACED ON INSPECTION SCREEN THAT AS A CONDITION OF DEVELOPMENT ORDER ANY DAMAGE TO DUNE VEGETATION BE REPLACED WITH NATURAL VEGETATION. ( AMY CONFIRMED THAT NO VEGE PERMIT WAS REQUIRED AND THE LANDSCAPING PLAN IS APPROVED.) 5) IMPACT FEES ARE DETAILED IN DEVELOPMENT ORDER (ATTACHED) 6) THE NOTICE OF COMMENCEMENT IS FOR PILINGS, 1 I FOUNDATION AND SITE PREPARATIONS. WE WILL NEED �/IZ ONE FOR THE BUILDING AND ACCESSORY STRUCTURE V� (I WILL ADVISE CONTRACTOR OR MR. MALVIN.) 'A 7)NEED TO PROVIDE FLOOD ZONE LETTER AND �n OUR PORTION OF THE ELEVATION CERTIFICATION )1�7 ST. LUCIE COUNTY UTILITY SERVICES DEPARTMENT NEW RESIDENTIAL SERVICE ACCOUNTa A� _ Mailing Address �00 i Service Location Property Titleholc it Phone �iOME (►I _ ._. \ _ -Tr OFFICE Type of Service: Est. Date WaatteSewer Service Required Division �\(Q_ WUX 14 Rta. / _ f_ 3 k -e-nn ract Trams Seq. AGREEMENT ,t7 .,. UTILITY will provide service upon payment of these charges. $ L • 7 — in accordance with UTILITY'S Service Availability and Main Extension Policy approved by the appropriate local regulatoryauthority. The Policy provides for a water and/or sewer plant allocation of ��)_gallons per daye nt residential connection, as defined in the Policy. UTILITY will not beobligated e to provide capacity or service in excess of that allocation and may require consumers to curtail use which exceeds such allocated capacity. 16 -o�Customer Sgnature Date PAYMENT$ /_ (-17 DATE" RECEIVED BY /� APPROVED BY � 1'aa C� - l0310 DISTRIBUTION: Wpita -File Yellow -Customer Water Plant Capacity Charge: CONNECTION COARGES Single Family 3/4" meter -— 1"met �r__.'t;. er meter Water Main Line Extension Charge: Water Meter Connection Charge: 518" _ 3/4" 1., _ r 1 ob 1 1/2" $ 4000 2" '//r I/ I GUARANTEED REVENUE ��(' j kerued Guar&nt{ed IPeuznue---�]��4----1-��1 TOTAL WATER CHARGE $ Ll 1 0. Vy Sewer Plant Capacity Charge: $ Sewer Main Line Extension Char9y4U-I`LlLtI J '1' 72 00 GUARANTEED REVENUE $ 13 573 7� Auxueel Qaranfieed eu, t 2 f is 3 ?`J TOTAL SFWER CHARGE $ 96 TOTAL WATER & SE WER CHARGE $ c2ain�d G(k64A (�nriec-� �Ce- C � 00 a r'r'CQJaC Med �Ft r'ee / 0 00.0 U �/ V A,-C� Lot Contract Wrous, 3 � � ST. LUCIE COUNTY' BLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR SUMMARY Mi M W KMS f.�jrsS"1A?_vcs lors� k NG will be using the (companyfindividual name) following sub -contractors for the project located at (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 Countyl State of Florida License Number Plumbing Electrical U� "F`A 1 to L HVAC/Mechanical G-,-tt— At tt4ti0%.TI )' Roofing GAP I o1 I V CIIS Gas �M Z:rQ 4A4 r 114 G Z�7a-J OFFICE USE ONLY: SLCCDV FORM NO.: 003-00 ST. LUCIE COUN rY DEPARTMENT eF COMMUNITY DEVELOPMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If applicable): �3/ f1f fR has agreed to be (companylndtvidual name) the ,, 'li �" sub -contractor for t '° 4 ,-I 4 ") h.'A,5 GONS Y1LSJLA`,;'x. (tyl5e of construction trade) (name of the prime contractor) for the project located at >aDQ C4 It is understood that, (street address or property tax ID #) if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change Form (SLCCDV FORM NO. 004-00). b ixpires duly 11, 200 BONDEDTNRU BUSINESS QUALIFIER (original signatures required): nrLAN71C C0p1p!p:C, G ED,INC, __ n ture print name date business name: address: city,state,zip: phone: SLCCDV FORM NO.: 002-00 PERMIT # � !� � �^ �' ISSUE DATE Sent By; BLISS CONSTRUCTION; 15613916702; Feb-B-01 `+:50Ab9; Page 2/3 ST. LUCIE COUN rY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: %2 5'749_ State of Florida Certification Number (if ■ppizabby G o o t7 ' Z t -7 YTGsofi t.s ctflc�gr. �4iW Icti S pF FLD71 N N G has agreed to be (company/individual norm) the Ct.E" T4M4C&A sub -contractor for M *4 WILLIsr,s Cab44r t.ac.T,ou, tut (typo of construaion trade) (name of the prima comraaor) for the project located at `& 4"' ° t%A A 1 A It is understood that, (Streit address or property tax ID At) 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 Form (SLCCDV FORM NO. 004-00)- BUSINESS QUALIFIER (original aignatums required): signature Print name Date Fr business name.- PiL'oG �LiCssr�s 40Mvic5i CF 'FLA. t r EA: WALTER address: "1 S+ LV4 t rt w Notary Public, State of Flo] city,atate,zip: I "ry'? 6 My Comm. �xpues 7-23-21 phone: s G! • • � (ra I'� Comm �vo. CC eat ass R FILE USE ONLY: SLCCDV FORM No, DD PERMITS ISSUE DATE war^wi ..i ST. LUCIE COUNTY DEPARTMENT OF commuNrrY DEVELOPMEN 7 St. Lucie CouM Contramor Certifi=on Number. \I asp ` S=e of Florida Certffizz nn Number fn -ppi= has agreed to be the H V ►h C— sub -contractor for f"J J4 1 `l 1'„a P+ Is T„ " of aaaarua on Qaa) (nuns at ma pema oam.emn for the project located atft is understood that, paI swd or propnq fa: m 1) rf there is any cha ige of status regarding our participation with the above mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change of Contractor Form (SLCCDV FORM NO. OW-W). ESS Qlr I'ER I«+grwj Kgmum ravmadl: �TnIm9,S F Ct��n�5 a PBnvr 0 MSUE DATE ST. LUCIE COUNTY PUI IC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: t!I a 714 State of Flonda Certification Number (it appis aoiey (. C C on, 713_ has agreed to be (companyhrid( tdual names) the e�aQ�'�11C� sub -contractor for iA'o \tA I. (�vNSM-v`Z`CP4) (t)ype of constwct,on trace) (name of the pnme oorrtmclor) for the project located at t�_ P � A . It is understood that, (street aotlresa or property tax ID a) 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 firing a Change of �r;Truc"�r Form (SLCCDV FORM NO. 00"0), BUSINESS QUALIFIER (atvinel ergnawm raqulfad); I� signature Print name _% --1-0) Date business name: address: city.state,zip: sa.iS'4 phone: Z(a1 Z. . —Zta`L OFFICE USE ONLY: SLCCov FORM No.; ooz-oo PERaa(T a � j 0 '"� 0 x# ISSUE DATE ST. LUCIE COUNTY PUb. IC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. l 6 D 6 `( State of Florida Certification Number (If applicable): Y7 f17 ----------------------- Af0641-f0*5' PJz- ✓r �-O. has agreed to be (company/individual name) the CA 4 `a 7t'rt " 4 sub -contractor for M 11 `N t " 14 '"dfra-+` t t o M (type of construction trade) (name of the prime contractor) for the project located at z-, v ® a N Q t A It is understood that, (street address or property tax ID #) 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 Form (SLCCDV FORM NO.004-00). BUSINESS QUALIFIER (original signatures required): signature Print name Date business name: 2r a;*5 CV _ address: ¢ _ A ry ✓ _ city,state,zip: r r�� y f 48z phone: b r N6f SiP.4 7FFICE USEi0NL'Y: SLCCDV FORM NO.: 00: PERMIT # - ISSUE DATE rr 08:42 FAT 770 600 4558 KAWNEER ENGINEER ATL Certification 96-1104.02, ATL ReportT 1121.01-96 DC Note : ATL 96068 American Test Lab of South Florida 1 6795 NW 17 Ave. FortLauderdale, Fla., 33309 (954)973-0808 Fax (954)973-0823 IM 002Y 009 FILE COPY Pa,&e I of 8 Date- 4/25/97 Test Dates' 11J2l, 11J22, 11 2J2J 3, 12/10/96 2119, 2/21, 2/26, 3/18, 3/19/97 Test Requested Bv- James Evans, Kawneer Company, Inc., 7468 Highway 54, P.O. Box 516, Jonesboro, Georgia 30236, Phone (770) 478-8841, Fax (770) 603-4558. Design Pressures_ + 90.0 psf, - 125.0 psf (1) DESCRIPTION OF UNIT: Model Designation- HPS Sliding Glass Door, as per Kawneer drawing No. J715, pages 1 t= ?, dated 3/3i97. Overall Size- 144" wide x 102" high x 5-9116" deep. t I G;„ration- OXO, 3 panel sliding glas ` - (2) inside fixed panels and (1) outside sliding panel. tin. & Size of Doors- (1) sliding panel - s' 116" wide x 100-5/16" high. (2) L.aTERLkL CHARACTERISTICS: Frame and Door Material- Extraded Aluminum$063 T5 alloy Frame Construction Frame members were all square cut. The jambs (5-9/16" x (tubular extrusion 3-3/4" x 2-1/2") and lock stile mullion (tubular extrusion 5-9/16" x 1-3/4") hal extruded screw, splines and were attached to the head and d sill track receptors with #12 x thread forming screws. The head consisted of (2) snap -in extrusions, a continuos C sha �h%�`receptor (5-3J4" x 1-1/2") and a head'track filler in the fixed areas, attached to each other wt A 1r 1J4" 30 1/2" 1 3-1/2'� Ki 3/4" cross recessed flat head thread cutting screws - type , at - �. i 2hz jamb, in addition the head track receptor was fastened to the fixed interlock an lq sR ulh nth flat head (1)1/4 - 20 x 5/8" cross recessed flathead machine screw and (1) �12 - 24 x 3/4" cro�s\regesski� aped track tluead cutting screws - type D respectively. The sill consisted of (2) snap -in extrusion's,`a ` s 'other with receptor (5-3/4' x3") and a sill track filler (3-1/4 x 2-11/16') in the fixed areas, attach to eaE li same assembly as on the head. 04,r5.98 08:43 FAX 770 603 4559 RAR?VEER ENGINEER 0 009.009 a,T7_ F # 1121.01-96 rage 2 of a Sliding Panel Construction - The top and bottom rails were coped at each end for engagement into the glazing pockets of the sliding interlock and lock stile to create a screw/tenon joint. The top and bottom rails Y have internal extruded screw splines and were attached to the sliding interlock and lock stile with #12 x 2" type 1 pan head thread forming screws (2 per corner joint). Each corner joint was reinforced with 2-1/2" x 1-1/4" x 3/16" steel plates. Glazin : 9/16" laminated glass Glazi�n Material- 1/4" heat strengthened outboard / 0,090" interlayer / 1/4" tempered inboard, laminated by Romag. Glazing Method- The sliding panel was constructed around the infLU using a marine type vinyl gasket. The infill in the fixed panels was flush glazed with standard TriFab 450 gaskets. The glass bite in the sliding and fixed panels was 7/16". Daylight Opening- Fixed panels 44-29/32" wide x 96-3/8" high, sliding panel 44-15/16" wide x 95-3/4" high. Weather -stripping - Frame weathering in the operable area consisted of a dual compound polymeric gasket in the head track cap, sill track cap, fixed interlock and lock stile mullion, total 297". Frame weathering in the head and sill track receptors consisted of an Intek polymeric bulb that ran from jamb to jamb, total 288". Frame weathering in the fixed areas consisted of a pile weather-strip in the head track receptor that ran from jamb to fixed interlock and from jamb to lock stile mullion, total 180". Hardware- (2) Spring loaded adjustable tandem wheel assemblies. 1- Adams Rite MS 1848 hook bolt with slide lock operator or thumbturn. Kawneer standard extruded pulls on interior and exterior. Weepholes- The sill track fillers in the fixed areas had 1" x 34' notches in the hook leg at 2" from each end. The sill track cap in the operable area had 1" x 7/16" notches in the hook leg at 2" from ea' i end. / Muntins- \/A Reinforcement- The fixed interlock was reinforced full length with a 3" x 2-3/16" x YlAq e The steel channel was attached to the fixed interlock with (1) #12 - 24 x 9/16" ss ma ' e w a p and bottom. The lock stile mullion was reinforced full length with a 5" x 3/16" steel T t I l Was attached to the lock stile mullion w7th (1) #12 - 24 x 9/16" ss machine screw at the koF Ott Additional Description - v Specimens A.; B, C were tested for impact and cycling, and installed in a wood buck istalled in a Specimen D was tested for Air Infiltration, Water Infiltration, Static Air and Forced Entry and it wood buck 00 psi solid Specimen E was tested for impact and cycling and installed with concrete block at the jambs, 30( concrete at the sill and 3/16" thick steel at the head. 04, ;5.98 08:43 FAX 770 603 4558 HAWNEER ENGINEER R004, 009 J ATLSF # 1121,01-96 (3) INSTALLATION: Screws and Method of 4,ttachment- Specimens A, B, C, D installed in a wood buck Page 3 of 8 #12 x 2" ss cross recessed pan head thread forming screws - type AB Sill Track: 24 (1) at 3-3/8" then (11) at 17-3/8", 31-3l8", 45-3/8", 48 3/4", 64", 79-1/4", 94-1/2 98-3/4", 112 3/4", 126-3/4", 140-3/4" in line from jamb. Two rows, 2" apart. Head track: 24 (1) at 3-3/8" then (11) at 17-3/8", 31-3/8", 45-3/8", 48-3A", 64", 79-1/4", 94-1/2", 98-3/4", 112-3/4", 126-3/4", 140-3/4" in line from jamb. Two rows, 2" apart. Jambs: 18 (1) at 3" then (8) at 12" oc in line from head. (9) on each jamb. Specimen E installedwith solid concrete at sill, concrete block at the jambs, 3/16" steel at the head. Sill Track: 24 1/4" x 2-1/4" hex washer hd concrete screws (1) at 3-3/8" then (11) at 17-3/8", 31- 3/8", 45-3/8", 48-3/4", 64", 79-114", 94-1/211, 98-3/4", 112-3/4", 126-3/4", 140-3/4" in line from jamb. Two rows, 2" apart. Head Track: 24- 912 x 1-1/4" hex washer hd tek screws (1) at 3-3/8" then (11) at 17-3/8", 31-3/8", 45- 3/8", 48-3/4", 64", 79-1/4", 94-1/2", 98-3/4", 112-3/4", 126-3/4", 140-3/4" in line 4 from jamb. Two rows, 2" apart. Jambs: 18 1!4" x 2 1/4" hex washer hd concrete screws (1) at 3" then (8) at 12" oc in line from head. (9) on each jamb. AIR 12N-MTRATION Air Infiltration Tests were conducted in accordance with ASTM E283 and DCBCCD PA Specimen D - Air at 1.57 psf = O.o1 CFM/LINEAR FT., allowable 0.30 Air at 624 psf = 0.02 CFM/LiNEAR FT., allowable 0.30 WATER LYFILTRATION TEST Water Infiltration Tests were conducted in accordance with ASTM E331 and Specimen D Water,@ 15 psf Result: Passed Water @ 18 psf (20% of positive design pressure) Result: Passed No water penetration over Sill FT. 1 3 04'15;98 08:44 FAT 770 603 4558 %AWNEER ENGINEER IM005.009 ALuSP iiii2i.u1^�1�b Page 4 of 8 STATIC Alit PRESSURE TESTS Static Tests were conducted in accordance with ASTM E330 and DCBCCD PA 202-94 Design Loads psf + 90.0 psf, - 125.0 psf. Specimen D Range of test time actual load Positive loads (seconds) psf at A at B at C at D 1/2 Test 30 67.5 Design 30 90.0 Test 30 135.0 Perm. set 0.046" 0.029" 0.064" 0.021 Max. allowable Perm. Set (0-2% of 101" span) 0.202" 0.20T7 Negative loads 1/2 Test 30 93.75 Design 30 125.0 Test 30 187.5 Perm- set 0.094" 0.084" 0.114" 0.006 Max. allowable Perm. Set (0-2% of 101" span) 0.202" 0102" 1/2 Test, Design and Test were all done with lock engaged. Forced Ent 300 # Load at lock. Specimen D 144" wide x 102" high 2 minutes Passed NOTE: Sliding door was operable before and after all tests. 4 04.15.98 08:44 FAX 770 603 4558 KAWNEER ENGINEER 20061,009 ATLSF # 1121.01-96 Page 5 of 8 IMPACT TEST - SMALL MISSILE _ Impact tests were conducted in accordance with DCBCCD PA 201-94 and SBCCI SSTD 12-97. Specimen A El E 0 SPEED FT/SEC 1) 130.5 2) 130.8 3) 130.7 Specimen B 0 0 SPEED FT/SEC 1) 134.5 2) 134.4 3) 130.1 Specimen C 27 j T SPEED FT/SEC 1) 130.2 2) 131.3 " 3) 133.0 04%25.98 08:45 FAX 770 603 4558 M1 RAWNEER ENGINEER 11007 009 ATLSF # 1121.01-96 S ecimen 0 a SPEED FT/SEC 1) 139.6 2) 129.7 3) 130.2 Page 6 of 8 Vote: On specimen B the first impact was done on the inboard lite on the operable panel, inboard lite shattered & the outboard lite remained intact. Unit was then impacted three more times on the outboard side on the fixed lite successfully. Type and weieht of missile: (10) 5/16" ss ball bearings, 2 grams each. Description of specimens after impact test: A. The first impact was made in the center of the sliding door. There was no penetration of the missiles or separation of the glass from the aluminum frame- Inboard lite remained intact and lock remained engaged. The second impact was made in the left hand side of center of the same door. There was no penetration of the missiles or separation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. The third impact was made in the lower left hand corner of the same door. There was no penetration of the missiles or separation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. 1. B. The first impact was made in the center of the right fixed panel. There was no penetratro or�tn rmssucZ' or separation of the glass from the aluminum frame. Inboard lite remained intact and lock ed engaged. The second impact was made in the left hand side of center of the same panel. There w tra ton of the missiles or separation of the glass from the aluminum frame. Inboard lite remain . -lot remained engaged. The third impact was made in the lower left hand corner of the am e was no penetration of the missiles or separation of the glass from the aluminum frame. ar lr `;' ed intact and lock remained engaged. C. The first impact was made in the center of the sliding door. There was no p t ahtt of the Nssiles or separation of the glass from the aluminum frame. Inboard lite remained intact and ck remained engaged. The second impact was made in the left hand side of center of the same door. Ther was no penetration of the missiles or separation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. The third impact was made in the lower left hand comer of the same door. There was no penetration of the missiles or separation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. 98 08:48 FAX 770 603 4558 KAWNTER ENGINEER Q 008:009 ATLSF # 1121.01-96 Page 7 of S- F. The first impact was made in the center of the sliding door. There was no penetration of the missiles or separation of the glass from the aluminum frame. Inboazd lite remained intact and lock remained engaged. The second impact was made in the left hand side of center of the same door. There was no penetration of the missiles or separation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. The third impact was made in the lower left hand corner of the same door. There was no penetration of the missiles or separation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. CYCLE TEST Cycle tests were conducted in accordance %vith DCB CCD PA 203 & SBCCI SSTD 12 - 97 Design Load psf = + 90.0 , -125.0 Specimens A, B, C, E Range of test actual load psf # of cycles cycles/min Positive loads A B C E + 2 - 18 - 45 3500 58 59 56 56 .5 +.0-.6 0 - 54 300 60 60 60 60 + 5 - 8 45 _ 72 600 55 55 60 46 1.0 27 - 90 100 50 50 50 33 Negative Loads - .3 - 1.0 -38 - -125 50 50 50 - - ,8 -63 - -100 1050 55 55 .5 - - 0 - -75 50 50 50 ,0 .6 - ,Z - .5 25 -63 3350 54 56 9000 cycles completed Description of specimens after cycle test A. Specimen showed no resultant failure or duress after cycle test. No failure glass from the aluminum frame. Inboard lite remained intact. B. Specimen showed no resultant failure or duress after cycle test. No failure glass from the aluminum frame. Inboard lite remained intact. C. Specimen showed no resultant failure or duress after cycle test. No failurf glass from the aluminum frame. Inboard lite remained intact. 25 25 48 42 50 50 417 51 of of of E. Specimen showed no resultant failure or duress after cycle test. No failure of fasteners or separation of glass from the aluminum frame. Inboard lite remained intact. (I;V15 88 08:46 FAX 770 603 4558 KAWNEER ENGINEER QJ009•009 A ILSF # 1121.01-96 2 mill polyethylene film was used on the cycle tests and it is the opinion of the undersigned that they had no influence on the results of these tests. Observers - I1/21, 11/22, 11/23, 12/10/96, 2/19, 2121, 2/26, 3/18, 3/19/97 William R Mehner - PE Gerard B. Sullivan - PE Tony Sivore, Bob Hanke, Randy Tiznterman - ATLSF James Evans - Kawneer Co. Bob Fisher - R. E. Fisher & Associates. Dade CountyWittiess: Not present Tony�or , irector American Test Lab of South Florida All Tests Certified and Witnessed bv: William R. Mehner 6795 N. W. 17 Avenue Fort Lauderdale, FL 33309 State of Florida: Registered Engineer P.E. 47496 Gerard B. Sullivan Sullivan & Assoc. E.B. #3863 P.O. Box 770031 Coral Springs, Fla. 33077 State of Florida: Registered Engineer P.E. 4!28404 Engineer Seal & Signature Page 8 of 8 Disclaimer: This test report was prepared by ATL of South Florida, for the exclusive use of the above named client. The results are for that particular specimen tested and does not imply the quality of similar or identical products manufacniifd or installed front specifications identical to the tested product ATL of South Florida is a testing lab and does not d aranfF. or warranTy any product tested or installed. 8 06/02/99 10:24 FAX 770 603 4558 11111I - -er Architectural Products Jonesboro, Georgia FAX TRANSMITTAL To: Alumigla5s, Inc. Boca Raton, FL Attn: Scott Toler Fax No.: (561) 994-4770 KAWNEER ENGINEER FILE COPY Q 001/012 Kawneer Company, Inc. P.O. Box 516 7468 Highway 54 Jonesboro, Georgia 30236 Phone (770) 478-8841 Fax (770) 603-4558 Date: 5-27-99 Order No.: Project: TriFab 745 Location: No. Pages: 12 (including this page) 77o7-- Remarks Don Evane Q 002/012 Obi 02 i99 to:25 FAX 770 603 4558 KdKNEER ENGINEER HURRICANE TEST LABORATORY, INC. Windows - Doors, - Store -Fronts - Curtain Walls - Shutters - EIFS - Metal Building Systems August 25, 199B Mr. Don Evans KAWNEER COMPANY, INC. 7468 Highway 54 Jonesboro, Georgia 30236 Re: KAWNEER Tri-Fab 745 Flush Glazed Store -Front with pair of KAWNEER 350 Medium Stile Out -Swing Store -Front Entrance Doors. Dear Mr. Evans: This letter is an addendum to the certification test report for the above -mentioned system that has been tested by Hurricane Test Laboratory, Inc. (HTL). The report involved is the "Structural Test Report" for HTL job number 0049-0512-98, specimen # 2. Following is a table verifying the material characteristics of the system: KAWNEER'Tri-Fab 745: DESCRIPTION Fixed Gasket (#027-074) t0.493-ln..591-in.Fixed t-In. Gasket (#027-077) .651-in.7- Anchor (#0162-033) -1/2-in. Tri-Fab 745,'/4-in. System 2-1/2-in. (face) x 7-in. (deep) x 1/8-in. Head/Jamb (#745-001) (wall thickness) ri-Fab 745,'/4-in. System Pocket 5-3/4-in. (long) x 0.100 (wall thickness) Filler (#745-002)Fab 745,'/4-in. System Open Back [Tr 2-1/2-in. (face) x 6-61/64 in. (deep) x Horizontal/Sill (#745-003) 1/8-in. (wall thickness) 6655 Garden Road - Riviera Beach, FL 33404 - (561) 881-0020 FAX (561) 881-0075 00/02/99 10:26 F. Page 2 of 2 Letter to D. Evans 08/25/98 770 603 4558. KAWNEER 350 Doors: KAWNEER ENGINEER.. DESCRIPTION SIZE Bulb Door Weathering (#27-078) 1/4-in. x 5/16-in. Standard Door Glazing Gasket for 0.400-in. x 0.391-in. Single Glazing (#27-563) "350" Beveled Door Stile (#200-005) ' (deep) x 3-1/2-in. (face) x l thicknen.ss) 1/8-in. (wall thickness) "350" Active Door Stile (#200-006) 3-1/2-in. (face) x 1-3/4-in. (deep) x 1/8-in. (wall thickness) "350" In -Active Door Stile (#200-007) 3-9/16-in. (face) x 1-3/4-in. (deep) x 1/8-in. (wall thickness) Standard "35Q" Top Door Rail .. .3-1/2-in. (face)x 1-3/4-in. (deep) x (#290 023)aa ; ,.n .: -w= •-• 1/8-in: (wall thickness) Standard '350/500" Q¢ttb i poor 'Rail h-1/2-in.'(face) k-1-3/4-in. (deep) x (#20,0 d2) 1/8-in (wall thickness) Single;Acting Transom Bar, Tri-Fab 3.9524n. (face) x 1 3/4 in.:,(deep) x 11, 400 (#400-020) 1/84n: (wall thickness),', Horizontal Glaris Stop, Tri-,Fab 11-450 1.913-in. x 0.9514h. x 0.0621n (#450 b04) .._ wall thickness 1 in Mullion, TriF61J1I-450 1 in: (face)x4 1/2-in;: (deep) x 0 090-in.'' , #450.60) 0 (wall Thickness) Snap 'In Door:Stop, TriFab II-450^ t} 813 il?; x'0. 8 in x 0 050-4n. (#450 086' : ' " (wailhicknessj' Iy, All the above -mentioned components have .been found to comply with the system tested at HTL. If you have any questions, please contact our office. Sincerely, H R CA F TEST BORATORY, INC. Timoth S. Marshall, P.E. FL Reg. # 41992 Cc: HTL File (0049-0512-98) QJ 003/012. 06 '02."99 10:27 FAX 770 603 45.)8 RAWNEER ENGINEER Zi.1004/012 T ® ®t®p A�w�c F' U RRiCANE TC ■ GST � /� p/� ®�/ LABORATORY9 INC.Copy N Windows • Doors • Store -Fronts • Curtain Walls • Shutters • EIFS • Metal Building, Systems STR!! ICTURAL TEST REPORT- DOORS/WINDOW WALL Test Date: 05/2619B Job Tracking #: 0049-0512-98 Specimen #: 2 Page It: 1 CUSTOMER INFORMATION 1.0 NAME OF APPLICANT: KAWNEER COMPANY, INC. 7468 Highway 54 Jonesboro, GA 30236 2.0 CONTACT PERSON: Don Evans 3.0 HTL NOTIFICATION #: HTL 98032 4.0 HTL LAB CERTIFICATION #: 98-0127.02 PRODUCT DESCRIPTION 5.0 DESCRIFTION OF TESTED UNITS: 5.1 Model Designation: Kawneer Tri-Fab 745 Flush Glazed Storefront with pair of Kawneer 350 Medium Stile Swing Out Storefront Entrance Doors. 5.2 Overall Size: Window Wall Frame Size: 199-in. (W) x 143-1I2-in. (h) x 7-in. (t) Door Opening Size: 72-in. (w) x 96-in. (h) 5.3 Window Wall Configuration: Window Wall frame is three bays wide and is configured with Five (5), fixed lites of glass. 5.4 Door Configuration: Operable, XX 5.5 No.ISlze of Vents: NIA. 6.0 MATERIAL CHARACTERISTICS: 6.1 Window Wall Frame Construction: All metal components of the storefront frame are fabricated from a series of aluminum alloy 6063-T5 extrusions. Each frame corner is butt joined and mechanically fastened using three (3), #12 x 1-1/2-in. Phillips, Pan Head, S.M.S that pass through vertical members and engage the screw splines contained in horizontal members. All frame corners were sealed using a bead of "Work Site" small joint sealer #SJ88GLC. Please refer to Kawneer Drawing No. SUNTSTI, page 2, 3, and 4 of 7 for additional details on the frame construction. Prior to the installation of the storefront frame Into the opening, a 0.063-in. thick, continuous, formed sill flashing was laid along the bottom of the opening. Please refer to Kawneer Drawing No. SUNTSTI, page 3 of 7, Detail B3 for additional details of this sill flashing. 6.2 Intermediate Mullion Reinforcement: Each intermediate mullion was additionally reinforced using a 120-in, long piece of 3/8-in. x 6-in. flat steel plate. This steel reinforcing plate was secured to the mullion using %-20 x 1-1/4-in. Flat Head Machine Screws located 4-In. away from the ends and 12-in. away from the ends and then 16-in. on center thereafter. Please refer to Kawneer Drawing No. SUNTSTI, page 3 of 7, Detail D for additional details of this mullion reinforcement. ENGINEER OF F:€CORD Timothy S. Marshall, P-E FL Reg: 0 41992 6655 Garden Road • Riviera Beach, FL 33404 • (561) 881-0020 FAX (561) 881-0075 Oti/02/99 10:27 FAA 70 603 4558 K WNEER ENGINEER lit 005/012 STRUCTURAL TEST REPORT— DOORS/WINDOW WALL Test Date: 05/26/98 Job Tracking #: 0049-0512-98 Specimen #: 2 Page #: 2 6.3 6.4 6.5 6.6 Removable Glazing Stop Attachment: The glazing stop used on all horizontal members in this storefront frame was an extruded aluminum alloy 6063-T5 channel shape (Kawneer Part #450-004). This glazing stop was secured to the storefront frame by first snapping it into place and then was additionally secured using #10 x 1-1/2-in. Pan Head, Sheet Metal Screws located 8-in. away from the ends of each glazing stop member and also at the center line of each member and 8-in. on either side of the center line. Please refer to Kawneer Drawing No. SUNTSTI, page 3 of 7, Detail BI for additional details of the fastener spacing. Door Leaf Construction: All metal components of each door leaf are fabricated from aluminum alloy 6063-T5 extrusions. One (1), 5/16-in. thick extruded aluminum channel clip is used at each corner to reinforce the corners of the door leaf. This channel clip is secured to the vertical stile using Two (2), '/. 20 bolts and nut plates. This channel clip provides a high - strength welding base to which the horizontal rail can be attached. Horizontal rail members are positioned over the channel clip and fastened to the channel clip using two (2), SIGMA deep penetration plug welds per corner. Please refer to Kawneer Drawing No. SUNTSTI, page 2 of 7, Detail #1, #2 and #3 for additional details on the fabrication of each door leaf. Door Frame Construction: All metal components of the,frame are fabricated from aluminum ailoy,6063-T5 extrusiggs.`The door frame is fabricated using, three, lengths of extruded aluminum -,one length of Kawneer extrusion 400-020 and twolengths of, Kawneer extrusion 450-060. Each top comer of the door frame is milled and butted together: The vertical iambs of the doorframe are secured to the storefront using #14-1-1/4-16.,,Flat HeadSheet Metal Screws located 4-in. from the ends and 16-in. on centerthereafter. he head ofsthe door frameis secured to the window wall using 414 x'/.-in.: Pan Head Sheet Metal Screws located 4-in. from the ends and 16-in. on center thereafter. The bottom of each doorframa iamb member is secured tothe threshold via Kawneer Standard offset pivot (Kawneer Part No. 50-327). Each offset pivot is secured to the bottom of the door frame jamb using three (3), #12-24'x.5/84n.•Phillips Flat Head Machine Screws. Each offset pivot is'secured to the .. threshold using.twq.;(2), #12-24 x 518 in..Phillips Flat Head Machine Screws. 6 6 1 gGlazzinI Material: safety glass material used in all areas of this s Glazm g glazing ample was 6.6.2 Glazing Mefilo4: Storefront Interior and Exterior Side: Using a push -in place EPDM glazing gasket— Kawneer Part No. 27-077. Door Interior and Exterior Side: Using a push -in place, EPDM glazing gasket— Kawneer Part No. 27-563. 6.6.3 oayugnt upenmg: Quantity Location Daylight Opening Glass Bite 2 Storefront — Upper 57-112-in. (w) x 43-11116-in. Row . ' 2 Storefront — Lower 1/2-in. (w) x 92-5/16-in. (h) 3/6-in. 1 Row Transom -in. (w) x 41-3/16-in. (h) ;27-in. 318-in. 2 Door Panels (w) x 84-in. (h) 3/8-in. JNGI EER9OF RECOR �lsl�g r Timothy S. Marshall, P.E FL Reg. # 41992 06/02 99 10:29 FAX 770 603 4558 KaOSEER ENGINEER 006/012 STRUCTURAL TEST REPORT — DOORS/WINDOW WALL Test Date: 05/26/98 6.6.4 6.7 Hardware: Job Tracking #: 0049-0512-98 Specimen #: 2 Page #: 3 QuantityLocation I Descrl tlan Pemko 2005AS Thresh old. 1 SIII of door opening. 1 Ort lock stile of active door leaf, Adams Rite 1850A MS Deadlock with located 41-1/2-in. above bottom of Keyed Cylinder on Exterior and Thumb Turn 2 door leaf. On<loek stile of in -active and on Interior. AdariW ite Cylinder Operated Flush Bolt wi :: active.door leaf, located 12-in. Special Guide and Thumb Turn on Interior. " and 84-in. above bottom of door 2 leaf. . Hinge stile of each door leaf. Offset pivots with Intermediate pivot manufactured `by Kawneer- Part # 50-322, 50-331, and 50-327 2 •. Lock stile of each,door leaf,: Kawneer Standard F 2 Push Pull Hardware located 36-n: abovebottom edge set. {i�'i8 ei 6.8 -!Weep Holes: None used: ' 6.9 Muntins: None use d. 6.10 Additional Reinforcement: With the'except on.of the intermediate horizontal above the door reinforced us ng dip-enia 11/2hr x �l 1/2 ir5ex 118 n cont n(uous ailum num angle. This an'le as located on the interior of the intermediate horizontaf"and was secured to main horizontal extrusion (Kawneer Part #745-003) using #10 X'/rin. Flat Head, Sheet Metal Screws Inserted through the side wall of the upper glazing pocket and located 4-in. from the ends and 12-in. on center thereafter. Once the horizontal filler extrusion (Kawneer Part #745-002) was snapped in place, the other leg of this continuous angle was secured to the filler extrusion via a socket le row of #10 x'/:-in. Flat Head Sheet Metal Screws inserted through the lower glazing p and located 4-in. from the ends and �12-in. on center thereafter, Please refer to Kawneer Drawing No. SUNTSTI, page 6 of 7, Detail A for additional details. 6.11 Sealant Used: Perimeter Seal — SIKAFLEX 1 A Polyurethane sealant by SIKA. Fame/Door Joint Seal — WORK SITE small joint sealer #SJ88GLC. ENGINEER OF RECORD Q Timothy S. Marshall, RE FL Reg. # 41992 06✓02/99 10:30 FAX 770 603 4558 KAWNEER ENGINEER U 007/012 STRUCTURAL TEST REPORT — DOORS/WINDOW WALL Test Date: 05/266/98 Job Tracking #: 0049-0512-98 Specimen #: 2 Page #: 4 INSTALLATION 7.0 Following is a description of how this sample is installed in the concrete masonry opening for testing 7.1 Head: The head of the storefront frame was secured to the opening via the two intermediate mullions. The intermediate mullion adjacent to the door opening was secured to the opening using a "A" anchor. This anchor consisted of a 7-in. x 5-5/8-in. rectangular aluminum plate made from 'Mn. thick aluminum alloy 6063-T5 to which a 1- 1/2-in. x 1-1/2-1'6. x 6-in, long, aluminum alloy 6063-T5 bar is welded. This bar is notched at one end to provide clearance for the glazing pocket contained in the mullion extrusion. This anchor is wedged inside the mullion and the flat plate portion of the anchor is secured to the opening using two (2), 3/8-in. x 3-3/4-in. concrete expansion anchors. Please refer to Kawneer Drawing SUNTSTI, Page 7 of 7, detail A for additional details of this anchor. The other intermediate mullion was secured to the opening using a "B" anchor. This anchor consisted of a standard Kawneer "T" anchor with 3-314-in. legs modified with an aluminum'chanel thahwas•formed from 1/8-in. thick aluminum alloy 6063-T5 and two (2), 173/4=in. x 3-114-in. aluminum alloy 6063.T5plates made from 1/8- in. thick aluminum alloy 6063-T5. This anchor is wedged inside the mullion and the flat plate portion of the anchor is secured to the opening using Three (3),11/47"in, x 2.114-in. :Hex Washer head Tapcon anchors on either side of the mullion. Please infer to Kawneer Drawing SUNTSTI, Page 7 of 7, detail B for additional details of this anchor. 7.2 Sill: The sill of the storefront frame was secured to the opening via the two mterrriediate :mullions. The intermediate mullion adjacent to the dooropening was secured to the". opening opening using a "C'? anchor. This anchor consisted of a 7-in. x_5 5/8-in. rectangular' aluminum plate made from thick aluminum alloy 6063-T5 to which a,1A/24n. x 1 112 in Ax $:-in, long, alumtnum alloy 6063-T5 bar is welded. This bar is niched :at one end to provide clearance for the glazing pocketnontained in the mulhon:extrusion. This anclioris wedged inside the'matiion:and tfie;flat plate portion of the anchor;ia secured to the opening u"sing two{2),3l8-in: x 3-3/4=in. concrete expansion anbhors'P/ease rererto KawneerOCawmg $UIT�ST1.Paga 7uf,T;lt�etail C_foradditional detailsoffhis anchor. The otherintermediaEe rritYilidn'was secured to,the opening using a "B" anchor. This anrhor consisted of a standard Kawneer'T"'anchorwtth 3-3/4-in. legs modified with an aluminum Chanel that was formed from 1/8-in, thick aluminum alloy 6063-T5 and two (2), 1-3/4-in. x 3-1/4-in, aluminum alloy 6063-T5 plates made from 1/8-in. thick aluminum alloy 6063-T5. This anchor is wedged inside the mullion and the flat plate portion of the anchor is secured to the opening using three (3), 1/4-in. x 2-1/4-in: Hex Washer head Tapcon anchors on either side of the mullion. Please refer to Kawneer Drawing SUNTSTI, Page 7 of 7, detail 8 for additional details of this anchor. 7.3 Threshold: The Pemko threshold was secured to opening using %-in. x 1-3/4-in. Tapcon anchors located 4-in. away from the ends of the threshold and 18-1n. on center thereafter. Please refer to Kawneer Drawing SUNTSTI, Page 6 of 7, detail C for additional details. ENGINEER OF RECORD 1. Timothy S. Marshall, P.E FL Reg. # 41992 06/02/99. 10:31 FAX 770 603 4558. KAWNEER ENGINEER Q 008/012 STRUCTURAL TEST REPORT- DOORS/WINDOW WALL Test Date: 05/26198 Job Tracking #: 0049-0512-98 Specimen M. 2 Page #: 5 74 Jambs: Each jamb member was attached to the opening using Y.-in. x 3-314-in. Hex 8.0 Washer Head Tapcon anchors located 6-in. away from the corners and 26-5116-in. on center thereafter. TEST RESULTS TEST SEQUENCE: a. Air infiltration test at 1.57 psf. b. Air infiltration test at 6.24 psf, C. Uniform static load test at 50% of positive test pressure. d. Uniform static load test at positive design pressure. e. Water infiltration test at 15% of positive design pressure.n I. Uniform static load test at 100% of positive test pressure. g. Uniform static load test at 50%.of negative test pressure. h. Uniform static 10ad tst• eat nega%rd design pressure. i. Uniform static load teafl t 100%'d'f negative test preesure i. t. ,. Forded entry` fesis`tance test. - -, , •� ,,. 9.0 AIR 9.1 `,(Psf ) q measui qA = Air Lea 9.2 TEST.DATA SULTS: q (ft'Imin) qA (ft'/min`fe) runRlenghof�reC.jmenr,` Doll.,... P e" .0` xi.Prfil Test Pressufe ia� �i Si�"ly'�5�y�%Sx• tj A .,, r � qA e,"" (psf? Yelmin) 2 1.57 1,00 0.01 6.24 16.00 0,11 q = Measurea Hir Ledncyo qA = Air Leakage Per unit length of.Specimen REMARKS: The air infiltration measured through this specimen fell within the allowable limits specified in AAMA 101-97 for this type of product. As such, this sample was found to satisfy the requirements of Metro -Dade County Protocol PA 202. ENGINEER OF RECORD Timothy S. Marshall, P.E FL Reg. # 41992 0ti/02,99 10:32. FAX 770 603 4558 KAUNEER ENGINEER STRUCTURAL TEST REPORT— DOORSNWINDOW WALL 8 J b T -kin #• 0049-0512-98 Specimen #: 2 Page #: 6 Test Date. 05/26l9 o ra g 10.0 WATER LEAKAGE TEST RESULTS: s 10.1 TEST CONDITIONS: Test Pressure (0.15Po) = 9.75 psf Test Duration = 15.00 min, Spray Rate = 5.0 gal/(ft2*hr) 10.2 REMARKS: This system was tested for the water infiltration test without the doors. All prior loads were �I placed before the water test. It was tested with a piece of glass in it's place. Once the doors were put in place, a complete PA 202 test was test. Y conducted again without the water At the conclusion of the test duration, there was no moisture detected inside the wlndow.wail This specimen was found to'satisfy.the requtrements of.Metro=Dade County Protocol PA X � 11.0 UNIFORM kAT)C.LOAD TEST RESULTS: 11 1 ;,!TEST.0A,D (Pi) COMPUTATION: a Manufacturer Specified Design Pressures: a. .. Inward Acting Design Pressure (P i)i,= 5 00 psf :{ 65. ',:Outward Acting Design Pressure (Pa)ooi= 86.00 sf P Conversion to Equivalent Test Load: Maximum Inward Acting'i'est Load (P0 1 5(PAn = 97.50 psf . f I Maximum Outward Acting rest Load (Pi)oui ,j 15(Pa)ai= i29 Og psf 11.2 LOCATICWOF DEFLECTION MEASUREMENTS ' 0 J ENGINEER OF RECORD Timothy S. Marshall, RE FL Reg. # 41992 06/02/99 10:33 FAX 770 603.4558. KAWNEER ENGINEER Q 010/012 STRUCTURAL TEST REPORT- DOORS/WINDOW WALL Test Date: 05/26/98 Job Tracking #: 0049.0512-98 Specimen #: 2 11.3 DEFLECTION DATA: 11.3.1 POSITIVE LOAD: 1 ncarinn A - �psfl Net Perm. Set o Recovery _I 48.75 0.40 0.03 92.41 65,00 0.51 0.05 90.20 97.50 0.64 --0.06--F 90.63 I nrannn ter Page #: 7 Net Perm. Set (pst Recovery 48.75 0 39 0.01 :...:_ _ 97.44;. 65 00 0.52 0.03 94.23 :97:50.. 0.78 0,05 93.59 },a Location C: Load Net Perm. Set o . (psi Recovery r` 48 75, 0.30 0.02 93.33 ' 65.00 0.41 , a.0.04 91 4Fz 4�, i97 50 0 05= Location 'D'r;;: .phi Load 48.75 0.75 9.w "" 89.33 65.00 0.95 0.15 84.21 97.50 1,31 0.21 .83.97 ENGf ER OF RECOR �lsl�ig N Timothy S. Marshall, P.E FL Reg. # 41992 06/02; 99 10:34 FAX 770 603 4558 KAHNEER ENGINEER � �- _-I[6OIL012 STRUCTURAL TEST REPORT- DOORS/WINDOW WALL Test Date: 05126/98 Job Tracking #: 0049-0512-98 Specimen #: 2 Page #: 8 11.3.2 NEGATIVE LOAD: Load Net % Perm. Set . Recovery (psf) 64.50 0.52 I 0.02 95.96 86.0070.79 0.06 92.41 129.00 1.01 1 0.18 81.98 Load (psf) Net I Perm. Set I Recovery 64.50 0.46 0. 22 95.65 86.00 - 0.74 0.06 91.89 129.00 1.10 0.15 86.36 Location C: Load (psf) Net I Perm. Set %' Recovery 64.50 0.22 0.01 95.45: 86.00 •. 0.40 0.03 92.50 129.00 1.06 0,14. 86.73 Location D; Load (psf) -- Net . - Perm. Set; Recovery..., 64 50'0.10 80.00 ' 86.00 1.05 1 -0.20 80.95 129,00 1.75 0.35 80.00 RS• t�. 11.4 REMARKS: All deflection, permanent set, and recovery numbers fell within the allowable amount on this product. As such, this specimen was found to satisfy the requirements set forth by Metro -Dade County Protocol PA 202. ENGINEER OF RECOR Timothy S. Marshall, P.E FL Reg. # 41992 I 06/02/99 10:35 FAX`770 60314558 RAWNEER ENGINEER 11012/012 STRUCTURAL TEST REPORT— DOORS/WINDOW WALL Test Date: 05/26/98 Job Tracking #: 0049.0512-98 Specimen #: 2 12.0 13.0 14.0 15.0 Page #: 9 FORCED ENTRY RESISTANCE TEST RESULTS: This specimen was tested in accordance the South Florida Building Code Section 3603.2 (b) 5. In accordance with the requirements of this test method, HTL technicians were unable to cause the doors to open, As such, this specimen was found to satisfy all the requirements of the various tests that were conducted. t�CCl 11 TO Test Method Test Conditions I Test Conclusion Air Infiltration Test (ASTM E283) 1.57 psf & 6.54 psf PASS Water Infiltration Test g.75 psf PASS (window wall only) (ASTM E331) + 65 psf and — 86 psf PASS Static Load Test (ASTM E330) Design Pressure Forced Entry:Ras' tance Test 30016 ' PASS (SF,BC 3,fi032 (b� 'MISCE CrATtON & DIS ,LAIN ertd the results `urgmi hons,pf t e applicable orstoryf Inc. located a f I the use of the enti ABLE'COr7ES„STAtJ ad6'County Protocol Envelope component EOUSINFO STATEMENT: d in this test report as, standards & tes kTION (b) 5 only Resistant South FlorldaA.,Urtlgrn ASTM E283 - Stanc�arti" 'st Metfio t For �etermming Then Ratd,6 Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specifiad`Piessure Differences. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. ASTM E331 - Standard Test Method For Water Penetration of Exterior Windows, Curtain Wails, and Doors by Uniform Static Air Pressure Difference. 16.0 LIST OF OFFICIAL OBSERVERS: Timothy S. Marshall — HTL, Professional Engineer Vinu Abraham - HTL, Engineer Josa Colon - HTL, Engineer Joe Gibson - HTL, Technician Terry Roberts - HTL, Technician David Peele — CUSTOM GLASS COMPANY ENGINEER OF RECORD Timothy S. Marshall, P.E FL Reg. # 41992 •', 04/15/99 10:12 FAX 770 603 4558 KAWNEER ENGINEER II II� .• Architectural Products FILE COPY Jonesboro, Georgia FAX TRANSMITTAL To: Alumigla55, Inc. Boca Raton, FL 33457 Attn: Scott Toler Fax No.: (561) 994-4776 Z001/008 Kawneer company, Inc. P.O. Box 516 7468 Highway 54 Jonesboro, Georgia 30236 Phone (770) 478-8841 Fax (770) 603-4558 Date: 4-15-99 Order No.: Project: HPS Sliding Doors Location: No. Pages: & (including this page) Copies Number Date Rev. ;,-Descrlptlon: 1 ATL 0129.01-99 3-15-99 TeSt Deport - OXXO HPS Small Mi55ile Remarks & Special Instructions: Attached for your use to a copy of the teet report for our recent Small mi55ile / cycling test on an OXXO HFS Sliding Door. Fleaoc let me know if you have any q,ueotion5. on Evan I I', 04/15/99 10:13 FAX 770 603 4558 KAWNEER ENGINEER (jo0z/008 Copy American Test Lab of South Florida 6795 NW 17 Ave. Fort Lauderdale, Fl. 33309 (954)973-0808 Fax (954) 973-0823 www.atlsf.com e-mail: info@atisf.com ATL Report # 0129.01-99 DC Note # ATL 99001 Date: 3/18/99 ADDENDUM TO ATL Report # 1121.01-96 DC Note # ATL 96068 ATL Certification # 98-0213.05 Page 1 of 7 Test Dates: 1/29, 2/l/99 Test Requested Bv- James Evans, Kawneer Company, Inc., 7468 Highway 54, P.O. Box 516, Jonesboro, Georgia 30236, Phone (770) 478-8841, Fax (770) 603-4558. Tests Conducted: DCBCCD PA 201, PA 202, PA 203, ASTM E 283, E 330, E 331, E 1886 — 97 and SBCCI SSI'D 12-97 Design Pressures- + 100.0 psf, - 100.0 psf (1) DESCRIPTION OF UNIT:: Model Designation- HPS Sliding Glass Door, as per Kawneer drawing No. J934, pages 1 thru 5, dated 9/1/98 and miscellaneous drawings. Overall Size- 193" wide x 102" high x 5-3/4" deep. Configuration- OXXO, 4 panel sliding glass door, (2) inside fixed panels and (2) outside sliding panels. No. & Size of Doors- (2) sliding panels — (1) 50-1/2" wide x 100-5/16" high, (1) 50-11/16" x 100-5116" high. (2) MATERIAL CHARACTEIRISTICS: Frame and Door Material- Extruded Aluminum 6063 - T5 alloy ,mall Frame Construction- Frame rnembers were all square cut. The jambs (5-9/16" x 1-1/4" x 0.080" 'Ael thickness), (2) fixed interlocks (tubular extrusion 3-3/4" x 2-1/2' x 0.080" wall thickness) have intern ixoss extruded screw splines and were attached to the head and sill track receptors with # 12 x 2" ss type 14 head recessed pan head thread forming screws type AB; (3) at the fixed interlocks and (2) at the jambs. Th hedu consisted of (2) snap -in extrusions, a continuos "C" shaped head track receptor (5-3/4" x 1-1/2") and track filler (3.312' X 2.109" X 0.094" wall thickness) in each fixed area, attached to each other with (� - 24 x 3/4" ss type 1 cross recessed flat head thread cutting screws - type D, at 15-3/4", 31" from each jam h. / "/_�tq� •. 04/i5/99 10:14 FAX 770 603 4558 KAWNEER ENGINEER a 003/008 7 ATLSF # 0129.01.99 Page 2 of 7 The head track receptor was fastened to each fixed interlock with (1) 1/4 - 20 x 5/8" ss type 1 cross recessed flat head machine screw. The head track receptor was fastened to a head track cap (3.718" x 1.3IT' x 0.078" wall thickness) in the sliding panel area with (3) # 12 - 24 x 3/4" type 1 cross recessed flat head thread cutting screw - type D (1) at center then (1) at 24" each side of center, (these screws were required only to hold the cap in place due to out of tolerance material). Sill consisted of (2) snap -in extrusions, a "L' shaped track receptor (5-3/4" x 3" x 0.125" wall thickness), a sill track tiller (3-1/4" x 2-13/16" x 0.080" wall thickness) in each fixed area and a sill track cap (3.718" x 2-13/16' x 0.094" wall thickness) in the sliding panel area. The sill track filler was attached to the "L" shaped track receptor with (2) # 12 - 24 x 3/4" ss type 1 cross recessed flat head thread cutting Screws -type D, at 15-1/2", 31" from each jamb, The sill track receptor was fastened to each fixed interlock with (1) 1/4 - 20 x 5/8" ss type 1 cross recessed flat head machine screw. (2) Anti -blowout clips extruded aluminum section (2.062" x 1.250" x 0.188" wall thickness), located (1) on center of the sill track receptor, (1) on center of the head track receptor. Clips were attached thru the sill and head to a steel anti -blowout clip reinforcement (1" x 0.134" wall thickness x 4" in length), using (3) # 12-24 x 9/16" ss type 1 cross recessed flat head machine screws each. Sliding Panel Construction - Top rail consisted of an extruded aluminum tubular shape (1.750" x 1.500" x 0.078" wall thickness). Bottom rail consisted of an extruded aluminum tubular shape (2.812" x 1.500" x 0.078" wall thickness). The top and bottom rails were coped at each end for engagement into the glazing pockets of the sliding interlock, lock and latch stiles to create a screw/tenon joint. The top and bottom rails have internal extruded screw splines and were attached to the sliding interlock, lock and latch stiles with 412 x 2" ss type 1 pan head thread forming screws (2 per corner joint). The sliding interlock stile on both doors consisted of an extruded aluminum tubular shape (2.500" x 1.938" x 0.094" wall thickness). The lock stile on right door consisted of an extruded aluminum tubular shape (3.250" x 1.765"). The latch stile on left door consisted of an extruded aluminum tubular shape (3.063" x 1.765"). Glazing: 9/16" laminated glass Glazing Material- 1/4" heat strengthened outboard / 0.090" Butacite interlayer by Dupont / 1/4" tempered inboard, laminated by Tempglass. Glazing Method- The sliding panel was constructed around the in using a marine type vinyl gasket. The infill in the fixed panels was flush glazed with standard TriFab 450 gaskets. The glass bite in the sliding and fixed panels was 7/16". Davlight Opening- Fixed panels 44-29/32" wide x 96-3/8" high, sliding panels 44-29/32" wide x 95-3/4" high. Weather-stripping- Frame weathering in the operable area consisted of a dual compound polymeric gasket in the head track cap, sill track cap and fixed interlocks, total 392". Frame weathering of right door consisted of Intek polymeric bulb, (2) rows in the lock stile, total 200-1/2". (1) row in the head and sill track receptors, total 386". ran fro1n Frame weathering in the fixed areas consisted of a pile weather-strip in the head track receptor that r'L each jamb to each fixed interlock, two rows, total 180". 04/15/99 10:15 FAN 770 603 4558 KAWNEER ENGINEER Z 004/008 ATLSF # 0129.01.99 page 3 of 7 Hardware- (2) Spring loaded adjustable tandem wheel assemblies per sliding panel. 1- Adams Rite MS 1848 hook bolt with slide lock operator or thumbturn at 41-1/32" from bottom of door. (2) Kawneer standard extruded pull handles, extruded aluminum section o the l" x stile x 7-1/4" in length) on exterior, attached to the lock stile on right door and to the latch stile on left door with (2) # 10- 24 x 1-7/16" ss pan head machine screws. (2) Extruded aluminum tubular shaped pull handles (3.965" x 2.875" x 0.094" wall thickness x 94-3/4" in length) on interior were attached to the lock stile on right door and to the latch stile on left door with (3) 5/16" - 18 x 7/8" hexagon socket flat head screws each, located at 3-1/2", 55", 94-3/8" from top rail. Weoholes- The sill track fillers in the fixed areas had (2) 1" x 5/8" notches in the hook leg at 2-1/2" from each end. The sill track cap in the operable area had (3) pressure equalization slots, (2) 1" x 7/16" notches at 1" from each end and (1) 5" x 3/4" notch on center in the hook leg. Muntins- N/A Reinforcement- The fixed interlocks were reinforced full length with a 3" x 2-3/16" x 3/16" steel channel each. The steel channel was attached to each fixed interlock with (1) #12 - 24 x 9/16" ss type 1 cross recessed flat head machine screw with nylock patch, at top and bottom. The sliding interlock stiles were reinforced with (2) 2-1/2" x 1-114" x 3/16" steel plates, (1) at top corner and (1) at bottom corner. The lock stile on right door was reinforced at the top corner with (1) steel plate (2.500" x 0.968" x 0.187") and at the bottom corner with a steel angle (1.750" x 1" x 0.187" wall thickness x 10" in length). The latch stile on left door was reinforced at the top corner with (1) steel plate (2.500" x 0.968" x 0.187") and at the bottom corner with a steel angle (1.563" x 1" x 0.187" wall thickness x 10" in length). Sealant - Dow Corning 795 silicone sealant used between aluminum frame and wood test buck Additional Descrintion -' Specimens were installed in a wood test buck. Specimen F was tested for Impact and Cycle Tests. Specimen G was tested for Air Infiltration, Water Infiltration, Static Air and Forced Entry Tests. (3) INSTALLATION: Screws and Method of Attachment- #12 x 2" ss type 1 cross recessed pan head thread forming screws - type AB Sill Track: 32 (1) at 3-3/8" then (3) at 14', 3-3/8", then (3) at 14", 11-5/8", then (3) at 14" Receptor 3-3/8", then (3) at 14" oc in line from jamb. Two rows, 2" apart. Head track: 32 (1) at 3-3/9" then (3) at 14", 3-3/8", then (3) at 14", 11-5/8", then (3) at 14" Receptor 3-3/8", then (3) at 14" oc in line from jamb. Two rows, 2" apart. Jambs: 18 (1) at 3" then (8) at 12" oc in line from head. (9) on each jamb. 04/15/99 10:16 FAX 770 603 4558 KAWNEER ENGINEER ATLSF 9 0129.01-99 005/008 Page 4 of 7 AIR INFILTRATION TEST Air Infiltration Tests were conducted in accordance with ASTM E 283 and PA 202 - 94 Air at 1.57 psf Measured Allowable Specimen G 0.11 CFNM 0.30 CFM/Fr Air at 6.24 psf Measured Allowable Specimen G 0.01 CFM= 0.30 CFM/FT WATER INFILTRATION TEST Water Infiltration Tests were conducted in accordance with ASTM E331 and DCBCCD PA 202 - 94 Specimen G Water @ 18 psf for 15 minutes Result: Passed No water penetration over sill STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with ASTM E330 and DCBCCD PA 202-94 Design Loads + 100.0 psf, - 100.0 psf. Specimen G Range of test time actual load Perm Set Positive loads (seconds) psf at A 1/2 Test 30 75.0 Design 30 100.0 Test 30 150.0 0.149" Max. allowable Perm. Set (0.2% of 101"' span) 0.202" Negative loads 1/2 Test 30 75.0 Design 30 100.0 Test 30 150.0 0.129" Max. allowable Perm. Set (0.2% of 101" span) 0.202" 1/2 Test, Design and Test were all done with lock engaged. A 4 04/15/99 10:17 FAX 770 60:1 4558 KAWNEER ENGINEER ZOOS/008 ATLSF # 0129.01-99 - FORCED ENTRY TESTS Forced Entry Tests were conducted in accordance with DCBCCD PA 202-94 300 # Load at lock. Specimen .L= Time G 193" wide: x 102" high 2 minutes NOTE: Sliding door was operable before and after all tests. IMPACT TEST - SMALL MISSILE Result Passed ,A Page 5 of 7 Impact tests were conducted in accordance with DCBCCD PA 201-94 and SBCCI SSTD 12-97 Specimen F t 2 3 SPEED FT/SEC 1). 130.0 2). 134.5 3). 134.4 Type and weight of missile: (10) 5/16" ss ball bearings; 2 grams each. Description of specimens after im acp t test: F. The first impact was made in the center of the right sliding door. There was no penetration of the missiles or separation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. The second impact was made in the right hand side of center of the same door. There was no penetration of the missiles or sepparation of the glass from the aluminum frame. Inboard lite remained intact and lock remained engaged. The third impact was made in the lower right hand Corner of the Same d ' it l There was no penetration of the missiles or separation of the glass Flom the alumlmlm frame. Inboard Mite remained intact and lock remained engaged. 5 04/15/99 10:17 FAX 770 603 4558 KANNEER ENGINEER [M O07/008 A TL,SF # 0129.01-99 Page 6 of 7 CYCLE TEST Cycle tests were conducted in accordance with DCBCCD PA 203 and SBCCI SSTD 12-97 Design Loads + 100.0 psf , - 100.0 psf Specimen F Range of test actual load psf # of cycles cycles/min Positive loads + .2 - .5 20 - 50 3500 56 + .0 - .6 0 - 60 300 60' + .5 - .8 50 - 80 600 46 + .3 - 1.0 30 - 100 100 33 Negative Loads .3 - 1.0 30 - -100 50 25 _5 - .8 -50 - -80 1050 53 .0-.6 0 - -60 50 50 .2 - .5 -20 - -50 3350 58 9000 cycles completed Description of specimens after cycle test: F. Specimen showed no resultant failure or duress after cycle test. No failure of fasteners or separation of glass from the aluminum frame. v 6 04/15/99 10: 18 FAX '770 603 4558 KAR'NEER ENGINEER IM 008/008 .' cF .# 0129.01-99-- 2 mill polyethylene film was used on the cycle tests and it is the opinion of the undersigned that they had no influence on the results of these tests. Observers - 1129, 211/99 Gerard B. Sullivan - PE Tony Sivore, Keith Harker, Randy Tinnerman - ATLSF James Evans - Kawneer Co. Bob Fisher - R. E. Fisher & Associates. Dade County Witness: Not present Keith Harker, A,FisIstant Director -,k-m-erirnn Test(Lab of South Florida All Tests Certified and Witnessed by: Gerard B. Sullivan Sullivan & Assoc. E.B.#3863 P.O. Box 770031 Coral Springs, Fla. 33077 State of Florida: Registered Engineer P.E. #28404 Page 7 of 7 KY0 Engineer Seal & Signature ase of the above Disclaimer: This test report was prepared by American Test Lab of South Florida (ATLSF), for the exclusive tied and does not named client, it does not constitute certification of this product. The results are for that particular specimen test'ested product. imply the quality of similar or identical products manufactured or installed from specifications identical to the tye or tvatrality :ut ATLSF is a testing lab and assumes that all information provided by the client is accurate and does not auarantC product tested or installed. 7 MULTI -FAMILY IMPACT FEE CALCULATION FORM (PER UNIT)52 90 K � TOTAL g X qo (0, oo - 3� R dJ�`g r �{ �d "- L 44 ' X©gd 5 SCHOOL W� _X lq .do- g ego PUBLIC BUILDINGS _ q- 57�. 44 FIARKS Zil o X �7.00 FIRE/EMS POLICE WE BOARD OF COUNTY COMMISSIONERS c� PUBLIC WORKS • DEPARTMENT FAX# (561)462-1735 TRANSMISSION COVER FORM DATE: a_ TO: L C FAX# COMPANY: ' DEPARTMENT: '¢a7 RE: a 4- cord NO. OF PAGES INCLUDING COVER: SENDER: uh dlzm PHONE#: COMMENTS: JOHN D. BRUHN. DisrriCr No 1 • DOUG COWARD. D,srr.cr No. 2 • PAULA A. LEWIS. Drsrricr No. 3 • FRANNIE HUTCHINSON, Orsrricr No. 4 . FLIFF BARNES. District Na. 5 County Admmisrroror - Douglas M. Anderson 2300 Virginio Avenue • Fr. Pierce FL 34982 Public Works: (561) 462-1485 111 FAX (561) 462-2362 Division of Engineering (561) 462-1707 Fox 462-2362 • Division of ((ood G 6ndge. (561) 462-2511 F �X 462-2363 Division of Solid Wasre. (561) 462-1768 FAX 462-6987 Division of Ovilding G Inspecnons (561) 462-1553 Fox 462-1735 • TDD (561) 462-1428 „u..O., ...... II .................................... Paula Bushb - Re: Atrium on the Ocean a a From: Raymond 'Wazny To: Paula Bushby Date: 3/19/01 7:09AM Subject: Re: Atrium on the Ocean II Stormwater plan has been submitted and approved, and fee has been paid. >>> Paula Bushby 03/15/01 11:38AM >>> Has Mr. Malvin or M H Williams Construction, Inc. submitted for a Stormwater Permit and if so has it been approved? Thanks ST. LUCIE COUNTY FLOOD HAZARD NOTICE ISWOUT YOki I ltUNK aN: I LOCATION: 3000 A 1 A N / FORT PIERCE CONTRACTOR: WILLIAMS, MICHAEL H DBA: M H'WILLIAMS CONSTRUCTION INC OWNER: C/O MITCH MALVAN SURF N SAND PROPERTIES INC NOTICE This notice is to inform you that your property is in a Flood Hazard Zone. This means that the elevation of the first floor must be set at 14 feet, NGVD (mean sea level), or 181, above the crown of the road, whichever is greater. NO CONSTRUCTION is to proceed beyond the ist floor/slab inspection, or just prior to the second floor pour of a multi -story structure, until the required elevation certification has been completed by a registered surveyor, and received and approved by the Building Division of the St. Lucie County Community Development Department. Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie County Code Enforcement board. The Board is empowered to levy a fine not to exceed $250.00 per day for each day the violation continues. A fine of not to exceed $500.00 per day may be levied for a repeat violation. The fine may become a lien upon the real or personal property of the violator. The elevation certification may be submitted any time within 21 calendar days from the above; however, no further construction should take place, nor will any inspections be made until the required certification has been received,,.64(;,approved. ignature Date yr CD-00-019 File No.: MNSP-00-007 AN ORDER GRANTING MINOR SITE PLAN APPROVAL FOR THE PROJECT TO BE KNOWN AS THE ATRIUM ON THE OCEAN IL WH8REAS, the St. Lucie County Community Development Director has reviewed the application for site plan approval submitted by Surf N' Sand Properties, Inc., reviewed the comments of the St. Lucie County Development Review Committee on this application, and made the following determinations: 1. Surf'N Sala Properties, Inc. presented a petition for a Minor Site Plan approval to construct 6 '44-unit, 12-storyhigh rise condominium, to be known as The Atrium on the Ocean II, in the HIRD (Hutchinson Island Residential District) Zoning District for the property described in Part B and generally located on the east side of SR A-1-A, approximately 250 feet north of the intersection of Marina Drive and SR A-1-A. 2. The site plan for the proposed project has been reviewed and found to meet the minimum technical requirements of the Land Development Code and to be consistentwith the St. Lucie County Comprehensive Plan. 3. The proposed project is consistent with the general purpose, goals, objectives, and standards of the St. Lucie County Comprehensive Plan and the St. Lucie County Land Development Code. 4. The proposed project will not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utility facilities, or other matters affecting the public health, safety, and general welfare. 5. All reasonable steps have been taken to minimize any adverse effect of the proposed project on the immediate vicinity through building design, site design, landscaping, and screening. 6. The proposed project will be constructed, arranged, and operated so as not to interfere with the development and use of neighboring property, in accordance with applicable district regulations. 7. The proposed project is to be served by adequate public facilities and services. 8. The proposed project is subject to the requirements of Section 3.01.03(AA)(7)(c) of the St. Lucie County Land Development Code as outlined in Part A below. 9. The ap is attac Land D File No.: MNSP-00-007 November 9, 2000 has applied for and received a certificate of capacity, a copy of which this order as Exhibit A, as required under Chapter V, St. Lucie County ment Code. CD Order P-019 rage 1 F ;mti to r• 0 co (D Z -, Co z m Cos x Cr o t-+ Co r N'• Z �rV o m r- ocr -om C r o �c o a, LC=1� m= o m 0 � n H L n .� c 41ti n n m r ro 7> Z r- M m CJ 0 c z H K t--7CaZ-5;-7 vA 11t� P CrT-� �-•� A APR 17 St. Lucie County TA -qnr,A II wnRl IV 0 1 E0:80 Z00Z/TZ/E0 7- U-z oy {<�vr�,eNrw i--7C,:,Z.- ;7 APR 17 20 a St. Lucie County Public Works Expeditious service — (I I� Conscientious testing M=AM= TEST=NG LABOR ATOR,Y, ][NC. 1640 West 32 Place Hialeah, Florida 33012-4585 Phone: 305-822-1141 TEST (IF AllkilINUM WINDOW WALL HLE COPY Client: Alumiglass, Incorporated Project: Various: Job-FPL Building, Juno Beach, Florida Sample: Laboratory Number 15055 Sampled by: Your representative and received November 1, 1991 11 November •11, 1991 File Number 91-1057 Report Number 6 Page 1 of 2 Reissued: 12-2-91 J-45441 Reported to: Alumiglass, Incorporated 1201 Clint Moore Road Boca Raton, Florida 33487 -� Attention: Mr. Scott Toler L Description of Test Unit: SERIFS: Alumiglass Four Sided Structural Glazed Wall System TEST SAMPLE SIZE: 10' 1/8" high by 10' 4 3/4" high. NO. & SIZE OF FIXED LIG]TS: Six: clear opening size; top two lights, 57 1/2" by 13 1/2" high; center two lights, 57 1/2" by 78" high; bottom two lights, 57 1/2" by 25 3/4" high. GLAZING MATERIAL: The two center lights are 1" sealed insulating using two lights of 1/4" heat strengthened glass; each top and bottom light is a single light of 1/4" heat streng- thened glass. GLAZING ME 3M: Exterior glazed using a 3/8" foam spacer and structural silicone. WEEPHOLFS: None MUNTI S: None MULLIONS: One vertical two piece mullion, 2 1/2" wide by 6" deep by 124 3/4" long. Four horizontal two piece mullion, 2 1/2" wide by 6" deep by 57 1/2" long. REINFORCEMENT- None ADDITIONAL DESCRIPTION: Equal leg type frame. Result of Test: Title of Test Air Infiltration Test at 1..57 psf 6.24 psf Water Resistance Test: (AST14 E331) no leakage at Uniform Design Load Test: Exterior Load Interior Load Deflection measured Uniform Lead Structural Test: Exterior Load Interior [road Permanent Deformation Metro Dade County Requirements Measured Allowed 0.007 cfm/sq.ft. 0.06 maximum 0.04 cfm/sq.ft. 16.50 psf 3.63 minim 45.1 psf 24.2 minimira 50.6 psf 24.2 minims 0.692 inches 0.693 maxims 83.0 psf 36.3 minima::. 83.0 psf 36.3 minimLn 0.240 inches 0.499 maxim -I,q REPOgriSSUBMirEORCMTHEExCLLSIVF USE OF THE CLENT C,%HCM SAOORFESED CI TSAPPLITIOh SON LY TOTHE S> I, PE-S'E IAN D I SARI it , NOICAT LEC F'fAL 'S�MIILAHO IULNTrCALPFJ011C'S PVEILIC NONCE SiATEMENi Cy?1CL'.5.1�:5 gEl w i '?:,M1I Ug gEi..:Fv:NG wFA EPORTS ZI -'z IN OF OUR SE LR--r.:S.J ...: THOU- LJVLJ �� Expeditious service Conscientious testing continued: - _ No — November 11, 1991 File Number 91-1057 Report Number 6 Page 2 of 2 Reissued: 12-2-91 J-45441 Remarks: The above test results were obtained in accordance with the instructions received from your representative. Witnessed by: MIAMI TESTING LABORATORY, INC. Mr. Scott Toler Mr. John Doyle Boin �. /J- Mr. Brian oincan '�.S Mr. Pete Brown (S.C.N.P.) Mr. Al Dupee (F.P.L.) James W. Hailey President 2'- Alumiglass, Incorporated cam, s v�i ! is M:jI. ell .3 x, BOARD OF COUNTY COMMISSIONERS November 9, 2000 r] COMMUNITY DEVELOPMENT DIRECTOR JULIA SHEWCHUK Mr. Mitchell Malvin Surf N' Sand Properties, Inc. 2900 N. A-1-A N. Hutchinson Island, FL 34949' SUBJECT: CD # 00-019 AN ORDER GRANTING MINOR SITE PLAN APPROVAL FOR A PROJECT KNOWN AS THE ATRIUM ON THE OCEAN II Dear Mr. Malvin: As previously stated in the November 9; 2000 approval letter please find enclosed your recorded copy of CD Order # 00-019. If you have any questions, please contact me at (561) 462-2822. Sincerely, Cyndi Snay Development Review - Planner II CS H:/projects/Atrium/cdapp.ltr.doc Attachment Cc: County Engineer Fire District County Attorney Acquisition Road & Bridge File - JOHN D. RRUHN, District No. t • DOUG COWARD Disrri�t No. 2 PAULA A. LEWIS, District No. J. FRANNIE HUTCHINSON. District No. 4- • CLIFF BARNES. Disrrict No. 5 Counry Administrator - Douglas M. Anderson 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Administration: (561) 462 1590 • Planning: (561) 462-2822 GIS/Technical Services: (561) 462-1553 Economic Dewelopmenr: (561) 462-1550 Fox: (561) 462-1581 Tourist/COr venrion: (561) 462-1529 • Fox: (561) 462-2132 OFFICE USE ONLY: DATE FILED: D 3(I 3 PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ST. LUCIE COUNTY PUBLIC WORKS ® BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AVENUE 2OR FORT PIERCE, FL 34982-5652 561-462-1553 V PPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 3 O O 2. S/DNAME: SEcT,1 ' SITE PLAN le- 3. PROPERTY TAX ID #: ,� y Z6 ' 7 D C�Z Z.O+•., b,r%Sa „\ ] 7 IFi'7 4. LEGAL DESCRIPTION (attach extra sheets A necessary): 5. PLAT 6. PAGE ♦ to 7. BLOCK BOOK' ].` NO. a P 8. LO -_ 9 NO. N O. �I 9. G PARCEL SIZE: ACRES/4O FT S O I LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: '1Zl•Il} M v"tT Ls"etow.Sabi 4uw, 'iaw�iZ I 11. SETBACKS(ACTUAL) FRONT: ZZS BACK: ].1A. RIGHT LL LEFT O 8 4 ,SLIDE l SIDE: 12. TYPE OF CONSTRUCTION (Check; all appropriate boxes) aCj NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION (J RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [) OTHER (SPECIFY) _ 13. DESCRIPTION OF PROPOSED USE: IZVIiTDD 61 '[ ML 14. Sq. Ft/CONSTRUCTION: �Sq Ft 1st Floor. (G;CG 16. VALUE OF CONSTRUCTION: ok The:value of construction is used to determine the amount of n jly the indicted value of construction if it is demonstrated that the 3.jbmitted figures are not ssed. St Lucia similar County reserves the right to question and/or or more, a RECORDED Notice of Commencement must: be submitted with this application. tYPes of construction activities. If the values 2 500 SLCCDV Form No.: 001-02 THE AVERAGE PROCESSING TIME FOR MOST BUILDING PERMITS IS TEN (10) WORKING DAYS OWNER INFORMATION: d l NAME: I ADDRESS: CITY: Maroc K A 14 r7 LIN r-` ZIP 34.�_: PHONE (DAYTIME): (9S 6�11 - Li b L+- V3In, I IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: a A he CL ADDRESS: CITY: STATE: PHONE (DAYTIME): ( 1 CONTRACTOR INFORMATIOh ST. of FL REGJCERT #: 11L CM.. BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): 7.mig 'UG.wm1 w i ARCHITAENGINEER: ADDRESS: CITY: PHONE (DAYTIME): ST. LUCIE COUNTY CERT #: C' Yv4ti{sa, lac zZ $1 ri �av 4*6. (3z� '►S'1.5'�5 . 5b1-�,a i• dZ�Z ZIP i3 �v A S w vrL A STATE: +F t_ ZIP 3Zg3 3' 'FAX NO. SbI- 3°iY• to z I-lJa'i� .�. 'Pacr..6�'ie Pi►Qoc �vd� •S,. I, a'r O M +s6 *7pL01-IJ;05 STATE: F L ZIP 33 Li - Z BONDING COMPANY: ADDRESS: Z u o '3 • }lam eit G er%q `v p CITY: STATE: • i 4 ZIP MORTGAGE LENDER: ADDRESS: CITY: R `nrjw" 16.4it, * TftviT Ga o.F T46 lizsmvu eawv FT• ,liuz& STATE: LP 349aja I, IMPORTANT NOTICE: When a permit is issued and it is not picked up witpin 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. 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 S IaJECT To ATTA HM NT• 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. OWNER/CONTRACTOR SIGNATURE STATE OF FLO I A COUNTY OF 11 6 1 a The foregoing Jnstrument "s�j acknowledged .before me this SZ day of 12 b . 20.e—1, by < < , who is personally knownAp_fng or who has produced +{/ / as identification. Signature of Notary Type or Print Name of Notary Notary Public Title CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF Ji. Ucf The foreg�oiitns�g in;trurnent was acknowledged �UvrG u�,(iaho isday of h,h- 20_, by person known to me o who is produc d[� as identification. Signature of Notary ri^ �• l\�eii, Type of Print Name of Notary IN ►• M1- • -Corr^ EThm Commission Number -7L.KLEINM848 (seal)y••, ICHELLEL.a07 (seal) a 70M48 _.ION N CC Bontlrvriyrt IXPIRES: December 11�01 "�..?'„ae.�` Bonded Thm Notary PubWc lintlenmiters � NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAF TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. BP #: o0 oaa Icc�. iOFFICE USE ONLY SECTION: _ TOWNSHIP: - RANGE: C MAP NO.: - n ZONING: LAND USE: LOT CVG %: TAZ NO.: FLOOD ZONE: MAP #: I C_S 1ST FLR ELV: Cr�� 1 MAX HGT: V 1 CST TYPE: OCCPTYPE: R` 2 MAX.00CP: #OFFLRS: WATER: SEWER: SPRINKLERS STORMWATE LOT OF C (aft LOT SPLIT R LOT SPLIT J L; OF 7EC (befr 1/90) 61 REQ'D APPRV'D c.� NUM ER IMPACTFEE [✓��°'� IMPr IMPACT FEE I•l✓ (O FEEIIAIT REPORT CODE � t �J PUBLIC BLDG IMPACT FEE /yam' W ':IABITABALE '71"7 AREA RADON FEE (" (RADON) t ROAD �� h.-� • GROSS ROAD gW -,REDIT Y N ROAD IMPACTZONE IMPACTFFE IJ ._ / - TOTAL IMPACT FE . DUE SCHOOL -�REDIT Y N TOTAL IMPACT FEE SCHOOL IMPACT FEE POLICE FEE FIRE FEE ( 1 C FEES, l TOTAL MISC. FEES TOTAL ALL ADDITIONAL SPECIFY: PERMITS FEES READ ' REVIEWS ZONING ZONING PLANS GROVE VEGETATION SEA MAN REVIEWED BY EXAMINING TURTLE DATE COMPLETE j INITIALS \✓ n n SIC �� / -� i .• F 0 NOW, THEREFORE, BE IT ORDERED: A. Pursuant to Section 11.02.03 of the St. Lucie County Land Development Code, the site plan for the project to be known as The Atrium on the Ocean Il, is hereby approved as shown on the site plan drawings for the project prepared by Allen E. Beck, Inc., on 2110/99 and last modified on 9/29/00 and date stamped received by the St. Lucie County Community Development Director on 10/3100, for the property described in Part B below, subject to the following conditions of approval: 1. Prior to the issuance of any building permits for this structure, and in addition to any building permit fees and charges, the developers shall pay all applicable Impact Fees and other development fees as required under Section 3.01.03(AA)(7) of the St. Lucie County Land Development Code. These fees are subject to reassessment in the future, however, the effective rate between October 1; 2000 and September $1, 2001 is as follows: - Impact Fees per Unit aternative road impact develppanent school parks lisle library inpact public total due per units applied lee lee irryacuee inpacdes inpxt lee lee buildnps lee unit to totals due first 6 units S906 $608 S359 S67 $104 $195 $2,239 6 $13,434 remaining 38 units $2,336 $608 $359 $67 $104 $195 $3,669 38 $139.422 $152,856 2. Any dune vegetation damaged or destroyed during the construction of the beach dune crossover shall be required to be replaced with the same species or other native dune vegetation B. The property on which this development will take place is described as follows: Tract Q, Coral Cove Beach, Section One, according to the plat thereof on file in the office of the Clerk of the Circuit Court in and for St. Lucie County, Florida recorded in Plat Book 11, Page 30A, said lands situate lying in St. Lucie County, Florida. Together with: All that part of Government Lots 3 and 4, Section 25, Township 34 South, Range 40 East, lying east of the east line of Tract "Q" of Coral Cove Beach Section One, according to the plat thereof as recorded in Plat Book 11, Pages 30A and 30B of the Public Records of St. Lucie County, Florida, lying west of the mean high water line of the Atlantic Ocean as it exists from time to time, and lying south of the north line of Tract "Q" of Coral Cove Beach Section One as extended east from its intersection with the east line of said Tract "Q" along its same bearing to the mean high water line of the Atlantic Ocean, and lying north of the south File No.: MNSP-00-007 CD Order 00-019 November 9, 2000 Page 2 t= T O t� L•, M G-1 m 0' LJ Pau a Bushb -,Atrium on the Ocean II Pa e 1 From: Paula Bushby To: CyndiSnay Subject: Atrium on the Ocean II On January 26, 2000 your letter to Mr. Malvin requested a copy of the conceptual approval from FDEP for the building to the east of the CCCL. (Item 14) You also asked for the DEP approval to develop within the Costal Construction Line. (Item 16) Mr. Malvin responded that they received verbal approval to proceed. He advised that the FDEP is to busy to render position letters and we could telephone them at (850) 487-4475. He answered item 16 the same. Since Mr. Malvin was granted a Development Order (00-019) Did you telephone the FDEP and DEP? The permit is almost ready to issue and they are ready to pick it up. CC: Linda Pendarvis BOARD OF COUNTY COMMISSIONERS UTILITIES & RECYCLING DEPARTMENT WILUAM DLAZAK DIRECTOR February 24, 2000 Surf N Sand Properties, Inc 3000 North A-1-A Fort Pierce, Florida 34949 Attn: Mr. Mitch Malvin Via: Facsimile Re: Water and Wastewater Capacity - Atrium on the Ocean H Dear Mr. Malvin: Please be advised that sufficient water and wastewater capacity exists for the above mentioned 44 unit condominium. No capacity has been reserved at this time to serve the above mentioned project. To reserve capacity and obtain a building permit all applicable Utility fees and charges will have to be paid and a developers agreement properly executed. Should you required any additional information please feel free to contact this office. Sincerely: William B1 Utility Director JOHN D BRUHN, Dlstrlcr No. 1 • DOUG CO ARD, Dlsrritt No. 2 • PAULA A. LEWIS, Dlsnitt No. 9 • FRANNIE HUTCHIN N ONES, �i3(flCt N0. $ Coun Adminlsnoror - SO . Dtsrntt No. 4 CLIFF DARN b Douglas M. Anderson 2300 Virginia Avenue0 Fort Pierce, FL 34982 • Phone (561) 462-1150 9 FAX (561) 462-1155 DEPARTMENT OF PUBLIC WORKS Building & Zoning MEMORANDUM TO: FILE FROM: PAULA SUBJECT: ATRIUM: ON THE OCEAN II DATE: MARCH 15, 2001 I SPOKE TO AMY MOTT TODAY AND ADVISED HER THAT I DID NOT SEE A VEGETATION REMOVAL PERMIT FOR THE ATRIUM ON THE OCEAN II. SHE SAID THAT THERE WAS NOT ONE BUT SHE DID APPROVE THEIR LANDSCAPING PLAN AND THE DEVELOPMENT ORDER STATES THAT ANY NATURAL VEGETATION THAT IS DAMAGED OR DESTROYED ON THE DUNE WOULD BE REPLACED WITH NATURAL VEGETATION. Florid a Department of Transportation District Four- Permits Office JEB BUSH 3400 West Commercial Boulevard GOVERNOR Fort Lauderdale, Florida 33309-3421 Telephone (954) 777.4383, Fax (954) 677-7893 cV..turberville@dotstate.fl.us September 28, 2000 THOMAS F. BARRY, JR. SECRETARY THIS PRE -APPLICATION FINDING MAY NOT BE USED AS A BASIS FOR PERMIT APPROVAL AFTER MARCH 28, 2001 THIS DOCUMENT IS NOT A PERMIT APPROVAL Mr. Mitch Malvan 2900 N. A l A North Hutchinson Island, FL 34949 Dear Mr. Malvan RE: Pre -application Review for Category C Vehicular Access Connection (VAC) permit request St. Lucie Coun Rural. State Section 9 660, State Road AIA, Approx. M.P.2.772, Location: Marina Drive, south side Posted Speed 4m.p.h., Access Class 3 Request: Full access located approximately 274 feet north of an existing VAC. Applicant: Surf N Sand Properties, Inc., Property Owner: Surf N Sand Properties, Inc. Business Name & Address: Atrium on the Ocean 2, 3000 N. AIA. A Pre -application Review of the subl''ect pro(ect was conducted at your request September 28, 2000. The purpose of the Pre-appplication iteview for VAC is to establish agreement on thepermit general location and category of VACS to the"Nate highway. If you believe the category assigned above is incorrect, please provide supporting data. We have given the plan, as presented, as thorough a review as possible at this point and our comments or findings are as follows: • We approve the concept as submitted and we invite you to submit a permit application package to the local maintenance office with engineering drawings that reflect the concept approved here. Please include a copy of this letter with the application: • We are prepared to continue the review of the concept with the District Variance Committee with the following conditions. • Applicant did provide current survey x site plan x traffic study x relating existing VACs _ Comments: Increase the ingress radius to 45 feet and adjust location of stop bar. • Mitigg� ation for drainage impacts is required. • Fixed objects in control zones must meet construction criteria. • Right turn lanes must include bicycle lane width. • Dimensions between features are from the near edge of each feature unless otherwise indicated. Favorable review of the proposal, generally means that you may develop plans complying with the Review comments and submit them, within six months, to the Department for permit processing. When permit requests are submitted subsequent to a Pre -application Review, Department permits personnel have the duties of checking the viability of the design plans in terms of standards compliance and constructibility. The Department will attempt to abide with the Review comments favorable to your plan to the extent that necessary discretion is available to the " Permits Engineer. Unfavorable review generally means that a permit application based on the design proposal would likely be denied. If you should have any questions please contact us at the telephone number or e-mail address shown above. CDT/jma cc: Jan TI, Vince File: Sincerely, Clark e, P.E. �✓ District Permits Engineer McSween� \c� 3 `cell is www.dotstate.fl.us \ G J,"'% G)REcrcted"'R From: Paula Bushby To: Raymond Wazny Date: 3/15/01 11:38AM Subject: Atrium on the Ocean II Has Mr. Malvin or M H Williams Construction, Inc. submitted for a Stormwater Permit and if so has it been approved? CC: Linda Pendarvis ST. LUCIE COUNTY CHECKLIST SUMMARY . i. , L*21020224*PLAN.BL BUILDING DIVISION CHECKLIST STATUS DATE OP ID DESCRIPTION / COMMENTS NO 02/20/01 BLDO 3. Building Department Review Complete COMMENT 2/20/01 1. NEED DRAWING FOR GAS PIPING TO BOILER ON ROOF. NEED PROPER SUBMITTAL OF PROCEDURE FOR FIRE CAULK & RODUCT SUBMITTAL. 3. PRODUCT APPROVED FOR GLAZING -WINDOWS & DOOR OPENINGS WITH ATTACHMENT & FRAMES. 4. PRODUCT APPROVAL FOR ALL ROOFING & TILE. SUBMIT SUBCONTRACTORS FOR: GAS, PLUMBING, ECHANICAL, ELECTRICAL, ROOFING AND THRESHOLD INSPECTOR AFFIDAVIT FOR PROJECT PERMIT APPLICATIONS FOR: 2 GARAGES,1 CARPORT, ABANA, WALL SIGN, GAZEBO AND CROSSOVER. Sent By: BLISS CONSTRUCTION; 15613916702; Feb-21-01 10:49AM; Page IM O Memo FILE COPY ; -1 To. Mr WiN= Hatcher. St. Lucie County Public Works Department From: Rick Denning, Bliss Construction, Inc. Date. February 21, 2001 Re: Atrium It Condominium Attached for your review and approval are the submittal information for: Hilti FS-One Fire Caulk/ Sealant, 3 pages Hit CP 643 Fire Collars, 2 pages Hilti CP 645Firestop wrap strip, 2 pages Hird CP 680 Cast -in Firestop Device (sleeve), 2 pages I think this will meet all of your requirements, let me know if you need anything further. Thanks. Faxing 10 FEB 21 2001 SL Lucie County Public Works Sent By: BLISS CONSTRUCTION; 15613916702; Feb-21-01 10:49AM, FE1=20-2001 TUE 06:44'1`9 ATLANTIC PLUMBING AND All CONDITIONING 13219521634 Page 2/10 P. 007/001 Cal High Performance Intumescent Firestep Sealant Product dsocrlption • ustumuant (a)qwNia when apowd to am) Vheerop sealers ft helps protect ambustible and non-ambual blo panaratlae for up to 4 hours flrd radnp Areas of applicallo4l • 61m, copper and EMTplaoN • Insulated ahel and oopper plpn • fabler bundlae • Ctoaw or vetttb plastic pipes • NVAG psnstratlons For use with • Concrete, masonry, drywall ane wood floor usemMAe • Well IN floor assamblibe rated up to 4 hours Examples • oaeury around plaatic pipe penetrsdons In ore rated cunstruawn • WIM around combustible end non-ambwdblo pmeMdlons Is ore rated conetruadon System IriuitOmOr lroAellta „ prpbFb ItwN��(d1, �QIh� �4nammon appu4N�M • 'hyrmwork, iaet up • tad bp..iowvlt* *0 IyNto sew cable.. , Internationally tested and approved FS-DIE Intumescent Firest®p Sealant Wn'fev am (QIVjIg90,taa.A0*4 Ube 4111111131117 94wpt I "iitl' ; b111116 ,01a *;. ",''tE64F 00MV:' fold Has Olapmw i) ATLANTIC PLUMBING & ® ) SOLAR ENGINEERING, INC. 2107 Julian Ave.. N.E. Palm Bay, FL 32905 (321) 725-8238 6) 12 Sevin Lived 411.0m D t�ah hno+�lon � eeaauat • Nld ►gyp arAa spot • wN1 u,s.: t-aoo-n,a-4uao r wsw.ue Sent By: BLISS CONSTRUCTION; 15613916702; Feb-21-01 10:50AM; Page 3/10 PEE-20-2001 TUE 06:42 PM ATLANTIC PLUMBING AND All CONDITIONING 13219521634 P.003/0 ll UL System Number V&21198 �:� 11.1.. SYSTiM N0. VLtOlB CLOSED PVC/CPW PLASTIC PIPE 7HRIAM i 4 Oft 2-M GYPSUM WALL ASSENKY F RATING ■ I—fR OR 24& T RATING s I-W OR EAR. L RATiIM AT AND&7iY - LESS TNAN I CFWSO. FT. L RATM AT 400•F . 4 CFWS0. FT, FRONT V1EN M M SE1CF� L GVPSIM VALL MCSf10KY QL 1D A MED U300 OR U400 SERIES? G-M (R 2- iR FIRE- ; MA1111fe1 (2-HR SMOVNI. P. KNETRATING M31 M IE ONE OF Ili FTI.LOM A WON E' MIC K 1914M PVC PLASTIC PH (QZ0 P]PItlO SYSTEM. 1. MAT KIN E' Kok DAM CPVC PLASTIC PIPE MMD PIPING MIX 3 NILTI rKK 7Nf]L11ESM FUtESV SEAL.ANG A. MINIMUM SW BfM FOR A I-M F1RE-tAnK A MIND" 1- /4' T4iM FUR A L-M FIRE-MTW, tAiTES + L MKO M WA1 M OF WENK ■ 4-3/9'. 8 NKM SPACE . MMMM 3/4'• MAXMAM 1-114'. InrtdlalloR ltutruotl®tor STEP 1- PREPARATION: AN surhow must be clam. sound, dry end iron free pdor to Winton of MrestopplM mwrlais. STEP 2 - RPUI P SEALANT; Ap* the nepulnd depth of Rreetop 89WW In the annulus, flush whh bath sides of wsr. Tool the mW wnh a puny hoAs to peen M in place and swe n the onset. Lava completed Sett uedlshtrbed for 48 noun. ATLANTIC PWMBING & SOLAR ENGINEE^NO• INC. .2167 JUlAn AV#•• N.E. PaIrn Orly, FL j2 (321 ) 7254038 FAX (321) MOM t• SOVIRI LIVsi ihmupn k mwwn 11 eduwdon • to Rrotop am w • MOb m i-t100�11.000o rwww.uS, oom 131 Sent By: BLISS CONSTRUCTION; 15613916702; Feb-21-01 10:50AM; FEB-20-2001 TUE 06:43 PA ATLANTIC PLUMBING AND AIR CONDITIONING 13219521634 ,tT1 F S® t`ew L: 1L SYSTEM NM W-L-W PLASTIC PIPE Tt#tiB1GH GYPSUM WALL ASSEMBLY F-RATAIG ■ 1-K AG 2-4R T-OTIINi - 04K L GYPStM WALL ASSEMAY W.L. MASSIFIED I= OR U400 SEFt W (t-4A2. OR 2 MR FIRE-RATM 2 A 0 SI W W= SAW IM MiSI,ST OF NWAL 2' s 4° UJIM, STEEL STIRS TO K MOOMM 2-vr WIDE. 3 O YWK a M7 METAL PDT SLEEVE ONUM 3-W 81111M, MO M 2O CA THMI SSA 4. MAN. 2' ImM➢IAL E EIER PVC Olt UM PLASTIL PIPE 0.7ASE>! M VE"I PWDIG SYSTEIO, 3. RL71 FS-IX WMESW !FOtESW SEALANT 1 A OM 5/9' BEM Flat i-K FTIE-07M a OM H/4' KM FUR A Z-NR F@E-IWTM Page 4/10 P. UU4/UUI Im "HatFod lraft 000dc 87EP 1- PREWtMTdON: AN surtsceu mud be alma, sound. dry and fret tree prior to epplcotlan of Iratop rnetulel STEP 2 - F1RMOP SEALANT: Apply thu rsqulrsd i%plb of Rrsatop 66WX In to maulus hush wo boo on of will, Tool the sealant with 1 putty kntto to push R In place and uno/th the suMw. Law oompletad an] undisturbed for 4E hours, hp.. ATLANTIC PLUM8INQ & SOLAR ENGINEERING, INi'f 2167 JUllan Ave,, N.E.` Palm spy, FL 32905 (321) 725-6238 tal S®Y6n®Lives IhM* rnnswllso 4 slucetlon • mp PhMW lobs mot • NBe U.6� 4"J doAX eo 9w5n2w.uli6hu�tooln r Sent By: BLISS CONSTRUCTION; 15613916702; Feb-21-01 10:50AM; FEB-20.2001 TUE'06:14 PM ATLANTIC PLUMBING AND AIR CONDITIONING 23219521534 e CP 643 Firestop Collor Product deecriptlon - A rady-to•usr firxtop cogar, made of a gaharo'd Imel hmalm am Intumaant Imerta for Ilrottopping combufte pipes Ames of appUcatlon • RMIOPPhlp oomhud1111Ie Plea op to 4• In dlemder In perontione through tiro wells and floors. • 89habb for go following plpa audwlali: • PVC. CPVC, ABS. PVDF. PP and FAPP For use with • Comeratn, masonry. wood hour and gypsum waM anembllee • VA1A and IIOar aae1r161k1 rehd Up Ia 4 talus 1VaIts of Inatelletlon • two ml*% one on each eioa Fba: one ca r on undwslie llatroml E>sa4npie • WUN waist Plena Ruh wm Pot System advarnagoomustomor benefits • Oldok and aey clauro wRhout me use oP stool. • AdOlAble Position tebe far slmpla tadening • Low Proft for tight IuWraN®ns _ CP 643 Firestop Collar* ClO w t C" t Cr fl~.lr onmm CP W mm"wrw t IK g 14W ggearrtu CPNOBO NDWW t wlll it" .11 ODtereie OFadFtrse"Cdlu f CIPM-Tim, $gum@ • ha tnwft hoole % a"4* he Wa Mask 861II7g9t Ilnternationatly tested and approved �,Jrm ItLOM 1= RLL I•I�BY/MW PIIp1W W wl fsort �° w�w'�.o•nn.r. Adoppok CP 543 Page 5/10 P. 008/001 ATLANTIC PLUMBING & SOLAR ENGINEERING, INC. 2167 Julian Ave-, N.E. Palm Bay. FL 32905 (321) 725-6238 FAX (321) 952-1034 4) 20 Saving Lives omo Imovdwn a edieehm • Iu waft adds row • HIM us.:1-tIAg-07r m t wam.ua.h m.com 4) D I Sent By: BLISS CONSTRUCTION; 15613916702; Feb-21-01 10:51AM; Page 7/10 FER-20-2001 TOE 05:45 PY ATLANTIC ?LUMPING AND AIR CONDITIONING 23219521634 e.UUI/UUI no TI Firestop Wrap Strip Product desori tlon . • An IntumpcenL WbIO flreetop WMP etrlp W IaYstla and wmmod pipe pwanil ne Areas of appHostlon FlrooMptn0 mom6ucNWo DiDo penAleDoM • DDfICuR eppN0e0one wheoP, epeae Y 0frdled Penatredone tNeuOh oDDorefe over Mdd dW: • Flatle and Inmbw penetf4m ulnlp PVO, CPVC, ADS end FRPP For see With • ConcwA, maonry, wood floor and 0130m weD uumbl" wd ad floor eercemblla rstw up to 9 hours Examples • Mato went Dlpa • Frah voter Pipes • Do" pen atim �y /as c1 oN v 'flout. 1�ho YINeatift3. s lout fpt,very%fd Inow,dOe_ . Internationally tasted and approved w1.wM1ft�•N.nw�. m"ism w M NOW ,wrerrmer e� CP 645 Wrap Strip pato ftom* ol.wNw Leo. opdd+,•°.ff�etip: 1.d f lAr iritrra. "am CpW,:'K'" spuk fed 0 IN'tVx 01L 71 aees,rmtiialt `. ad I : v4'=rxn% oonern cro4p,x•Imp -Dpeek fed a imxr,etta. nsa» 0 ATLANTIC PLUMBING & SOLAR ENGINEERING, INC. 21 e7 Julian Ave., N.E. Palm Bay, FL 32905 �}) FAX (32 ) 952-1 ON tt Saving Livers wo,* Ommw & eduwflon • m fnwtop Dddo 2101 • wlnt U.S.: 1.10 nD-W / wvr..0 -M.00n Sent By: .BLISS FED-20-2001 TUE TION; 15613916702; -Feb-21-01 10:51AM; PM ATLANTIC PLUMBING AND AIR CONDITIONING t3219521634 Page 0110 P. 005/UUtl UL SYSTEM NO W-L-2E35 PLASTIC PIPE THROUGH 141R. OR 2-K GYPSUM WALL ASSEMBLY F-RATIMG • I -►Mt. OR P.-M T-RATING c 04R. FRONT VIEW A c, SECTION A -A v— . ® 1, GYPSUM WALL ASSENILY U CLASSIFIED U300 OR U400 SERIES) a-HR, OR E-#R, FK- RATDND (2-HR. SHOWMD, is OCT SHWAD. WOOD STUDS TO CONSIST OF MONOML 8' x 4' LINK STEEL STUBS TO DE NOW 2-M, 11ME t 3. PENETRATING ITEM TO BE K OF THE FOLLIOVQNG A. MAXIAM 2' NOMQNL DIAI£TER PVC PLASTIC PIK (CELLI><AR OR SOLID CORD. I MAIOM AI 2' NOMINAL DIAMETER AIIS PLASDIC PIPE (CELLULAR DR SOUP CM. t~ MA70 o 2, Ny11NAL DIAMETER C PVC PM AS E PIPL A MAXKM r NNIXAL DIAMETER PEX PLASTIC PIPE (CLOSED PIPING SYSTEM ONLY). --� 4, NO -TT CP 645 WRAP STRIP L 04W 1/4' THU x I' WIDD CONTH USLY WRAPPED AROUID THE OUTER CORM MICE OF THE PIPE, ONM KITES t 4 MAXINM DIAMETER OF OPENING • 3', 2 ANMNIJM SPACE - NRBNAL 5/16°. I CURED OR WENTED PIPING SYSTEMS (PVC. ASS ■ SCHEDULE 40, CPVC P SIR 17). a In"Imeo Indmonans STEP 1— PREPARATION: AN Uft= mug to elaea, WaDd, dfy end frost fne PdK 10 Npp IWOR N (homp med(lal. STEP 2 — FIREOTDP WRAP STRIP; Conffnuouey w ap The required wloth of CP Of the 01dW numb$[ of Omw around pipe, Mitt In place with (ape, erg egde Imo nmttder ATLANTIC PLUMBING E SOLAR ENGINEERING, INC. 2167 Julian Ave., N.E. Palm Bay, FL 32905 (321) T25-623® rAX (321) 952-1634 �e S&V1b#LiVvs mm,o 1,w, 0on A advmtbn • N00 fbeubp 60ee 20M - HIM Us: I-sWUMN f www.Ye.hKcaFn Sent By: BLISS CONSTRUCTI FEB-20-2001 TUE 06:43 PEE ON; 15613916702; Feb-21-0110:52AM; ATLANTIC PLUMBING AND AIR CONDITIONING 13219_ 5, 2�1634 _ P. 9/10 ,1 01 CP 680 Cast -In Fir®stop Devlcr Product description ' • Innovation that will rewiutiontae the firs Gnome concrata loon and comets over meW d►oking • A orr dap ceatdn Ilrsetop dnlos for a MOO of and dlemotera Areas of application • Froth water pipes • W&* water pipes • Duet had flhsrtres emdmemerns such ae hasplb computer centers and lalbwaeodas Types of Installation Conortte floorsttom 2l (113mm) thicknsee • Donerele floors from 2.6" (damm) mlekneea ow metal docking For an with • Mew plpseansulstod or non-insured • PNebo pipes such no PVC, CPVC, ABS, ENT and FAPP • EMT and electrical conduits • Cebu bundles • MURIpN pipes • poor 9uambtles rated up to 9 hours Not halted for use with • Arm with high condensation, unless they are Integrated with the building component • Outdeor areas • Was applications BystlpAr dva ustamar be"flis o •Opj clap ••ihnple end hlaeslMtlon ' dMlomitat�ny�e.dgt'fnortmapthaondhie sw to remove end m*owplps f "AWi%6l6r pip 0mottmrm WIN k1sdilb}Mmy CP 680 Cast -In Device ebrre Internationally tasted and approved muromnwwve�v „•,••••r�•4 M Y�YAlY1�IR�YMIsiYY/I� awn}ew ru"11011Y4m rww "o-76/Y.r 11 opts" CNN —11014" a e0017407 0k000-10t71' l CW11547 CP 680 Metal Deck Adapter ueaaµaq rlP1a raameaeeMrr ewewwr wa,w 61wi4rae iaap" awrw peo maw Crfl00-Mah14MA/apter751Lr Mom 1111"I et OMIO- nebl•Ieek Ataptae 11014° Mai 0tlsm sWaibi4nit Nagle[ 7101I° 7Alett 81111111111111111111 i) ATLANTIC PLUMBING da SOLAR ENGINEERING, INC. 2157 Julian Ave., N.E. Palm Bay, FL 32905 (321) 725-5238 19 SaVing LiV01 iftm* ienousmw • edocapon • Mull p4s" Baas m • mi u.s., l4l)as7s•t®au / 1wm.us.taoirm wNr Sent By: BLISS CONSTRUCTION; 15613916'02; Feb-21-01 10:52AMj FEB-20-2001 TUE 06:42 PM ATLANTIC PLUMBING AND AIR CONDITIONING t3219521634 Page 10110 P. 001 /008 UL SYSTEM NO. F-R-M PLASTIC PIPE THRIAS CONCRETE FLMR OR CONCRETE OVER METAL DECKING F-RATIX c 34K TOP VIEW —� T-RATING = 0 iR A 1 A 1 n 1 •• K M " A-a-J L CONCRETE FLMR ASSEMBLY 0-HR• FIRE -RAT%) � A, Llf WEM CR NORMAL VEI(}iT CONCRETE FLOM 0111N 4-1/2' WOO. „. R STEEL FLOOR 1Q¢UF= ASSEMBLY - NORMAL VEW CONCRETE FLOOR 5. OR 4-1/C' T19M OVER METAL DEC" E PENETRATING TIER TO BE ONE OF THE Fa.0 MG (SEE TABLE BELDV>r R MA 6' MOCK NANE�TER CPVC PLASTIC PLASTIC �E(CELLl1LAR AND SLID CORE). 3 WLTI CP 6W CAST -IN FIRESTOP DEVICE, CAST OR GIOUTED WTO CONCRETE FLOOR (SEE TABLE BELOW. 0 PIPE TER POPE 111.111 PVC CPVC 3' CPVC CP6B0 AO/4' 6' PVC CPVC CPM 160/6' MITES, L CLOSED OR VENTED PIPING SYSTEMS (PVC - SCI UE 40, CPVC ■ SDR 17>. 2 FIR CDC" FIM OVER METAL lEDCK APPLICATIINS, A CP 6B0 PETAL BECK ADAPTER IS REGIIIR£D, 3, PLASTIC PIPES USED IN COIM CTION VITH MITI CP 690 nO/4' ANQ CP 6BD 160/6' MI BE INSTALLED FRl>!M THE Tip SIDE OF THE ASSEMBLY. F#4 IttsttsBatlOR InAtrMatlota STEP 1-INATALLINO CPtt00: Nag in pha the corrtal Nu CP 580 CuPln Faetrop Div" on the lorm waft. Pour oacrtts 6Mb to the required thPolurus meung wife by cep It pound to tho device to prevmd the flow of oamb Info CP 600. Rmnme the formwork. Sp Producf Date e11601e for Ieettartl0n In6truotbrn for tomrsts Mir metal deckln0. STEP f - PREPARATION: 8oIM0 plpu ehouu bt CMuad, STEP S - INSTALL THE PIPE: Pkft pipet gems in aMunctbn wan CPSSO 4' ON CP 980 9' must be InuCtlled from 1)t top mde of the atssm* Remo" the pbtdo apt and put through the pipe, bfeeking the while membrem, ATLANTIC PLUMBING SOLAR ENGINEERING,114. 2167 Jullan Aft, N.e Patin Bay, FL 32805 SM1Vil1aLIYBf ggo gn Innmmlen t meu6glon • wM tkeetop aulee min • Mtn t -&?lg-m/www.mj)wwm(321)725-6238 www.w)wwm(321) 725-6238 p' CAW .few., ..... . -- I JENKINS & CHARLAND INCORPORATED Consulting Engineers March 13, 2001 Mr. William Hatcher Saint Lucie County Building Department --Plans Review 2300 Virginia Ave Ft. Pierce, FL 34982 Re: Atrium II Condominium North Hutchinson Island, St. Lucie County Florida Dear Mr. Hatcher: Fort Myers Sarasota Fort Lauderdale This letter is to inform you that we have been retained by Surf & Sand Properties, to provide threshold inspection services for the above referenced project. We will provide you with copies of all our inspection reports. At the end of the project we will provide a signed and sealed letter stating "To the best of my knowledge and belief, the above described construction of all structural load bearing components complies with the permitted documents, and the shoring and reshoring conforms with the shoring and reshoring plans submitted to the enforcing agency." My Special Inspector number is 1114. A copy of my Special Inspector registration / Professional Engineers' registration is attached. Please contact me if you required any additional information. Very truly yours, JENKINS & CHARLAND, INCORPORATED Jeffrey D. McGee, P.E. Managing Principal encl. JDM/jmr \\Micronpi i i\d\Projects\Pri-2000\00 FTP053\CORRES\TH RSHOLD. DOC 2011 S. 25th Street, Suite 211, Fort Pierce, FI 34947 (561) 466-3773 9 Fax (561) 468-3700 q i 31 - Civil I 1. 2. INSRECTION'CHECK LIST i Underground Plumbing and Installations a. Compare fixture location and number with plan b. Check for water in waste lines c. Check for proper venting and drain fittings d. Check for insulation and ground cover of copper (including a/c lines) e. Check for slope of waste lines and support f. Check for sanitary facilities g. Check for schedule 40 pipe and pipe sizing Foundation Check a. width, depth and location of footings b. Number, size and location of steel dowels) and/or lag bolts C. Check Eufer ground d. Termite Treatment e. Moisture Barrier f. Any structural pads to plans g. Check all forms for location and size (including 3. Mechanical Rough a. Suction line fully insulated b. Seal chase pipe p C. Condensate drain slope N d. Flex duct supported per manufacturers spec. e. Check breaker size of A/H and condenser f. Bathroom ventilation g. Kitchen ventilator h. Dryer vent and/or gas vent 4. Electrical Rough a. Insure cover for underground wire subpanels a b. Check capacity and location of main and for and location per �J c."" Check boxes size, application plan d. Check for proper support of wires e. Check smoke detector location and wiring f." `Check circuit sizing and cover area g. Check for egress lighting and switch legs S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of Occupancy No. 21120224-001 Building Permit No. 21120224 Lot: Block: Parcel/Folio Nbr: 3327-801-0000-000/2 Subdivision: Occupancy: R2 MULTI -FAMILY Maximum Nbr of Persons: Maximum Floor Load: Building Address:: 9101-91115 SAND SHOT WAY 43 Legal Description: 27 36 39 ALL THAT PART LYG ELY Permit Job Description: *I CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNIT,S Contractor: VAIL, ROBERT'IJOSEPH C.O. Description: CONSTRUCT MULTI -FAMILY BLDG UNIT 43 * 2 STORY 1 BLDG 8 UNI Permit Finaled: October'07, 2002 Conditions Owner of Building: RESERVE HOMES LTD, 3600 CLUB PL 43 BOCA RATON FL 33496 DENNIS M GRIM. CBO BUILDING OFFICIAL. 07 OCT 2002 Building Official i DATE PRINTED NOTE: .This Certificate of Occupancy is issued to the above named,, for building at .the above named location .only upon the express provision that the applicant will abide by and comply with all the conditions of .the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pe_,ning to the erection, construction or remodeling of buildings or structures. e33. This also certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and dppYOVe(1 zhe6aaauance of this certificate grants permission to occupy.-�d, and use the property described herein Only for the use indicated. Any dtange. in use will require a new Certificate Of Occupancy. POST IN A CONSPICUOUS PLACE S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. ;Pierce, Florida 34982 Growth Management Division PERMIT Permit #: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr Job Location: 9101-9115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 3327-801-0000-000/2, Owner's Name: RESERVE HOMES LTD, Flood: X Project: Job Description: * CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS Applicant Name: ROBERT JOSEPH VAIL Contact Phone: (561) 468-4703 Double Fee: N Contractor Name: VAIL, ROBERT JOSEPH Business Name: KOLTER SIGNATURE HOMES INC Setbacks Left: Right: Front: Fire Marsh Nbr: Stub Out: Utility Cos: Page 1 21120224 Elev: Type: CONTRACTOR Cert Nbr: 17686 Rear: T-Pole: Addl Information: THIS IS FOR A FIRST FLOOR INSPECTION ONLY!!6/14/02 MLE SUB -PERMITS PERMIT # STATUS PT CERT # DBA JOB DESCRIPTION 21120224 FINL MF 17686 KOLTER SIGNATURE HOMES IN * CONSTRUCT MULTI -FA z 21120225 FINL EP 16865 CAREY & KNUTH ELECTRICAL ELECTRIC FOR MULTI F 21120226 FINL PP 4453 AMERI-TECH PLUMBING INC PLUMBING FOR MULTI F 21120227 FINL ME 8288 COMFORT CONTROL OF ST LUC MECHANICAL/HVAC FOR 21120228 FINL RP 16856 RELIABLE ROOFING & GUTTER ROOF FOR MULTI FAMIL INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 7 REINSPECTION FEES PAID: 7 Req Description Pr Date Res Description 104 (ST) COMPACTION TE 1 02/28/02 90 APPROVED 105 (ST) FORM BOARD SU 1 03/04/02 90 APPROVED COMMENTS: PAULA 420 (PL) PLUMBING ROUG 1 75 CANC.INSP.PERMITEE COMMENTS: AUTOMATED RESULT 15:01:40 11 MAR 2002 420 (PL) PLUMBING ROUG 1 03/12/02 90 APPROVED COMMENTS: AUTOMATED RESULT 11:48:20 12 MAR 2002 110 (ST) FOOTER/FOUNDA 1 03/20/02 90 APPROVED COMMENTS: AUTOMATED REQUEST 08:57:04 19 MAR 2002 Insp Date BLD35 02/28/02 BLD35 03/04/02 BLDXX 03/11/02 BLD05 03/12/02 0/02 BLD18 03/20/ I S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Permit #: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr Job Location: 9101-9115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: " Parcel: 3327-801-0000-000/2 Owner's Name: RESERVE HOMES LTD, Flood: X Project: Job Description: * CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS Page 2 21120224 Elev: INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 7 REINSPECTION FEES PAID: 7 IReq Description Pr Date Res Description 115 (ST) SLAB 1 03/20/02 90 APPROVED COMMENTS: 2ND FLOOR - DAVE 201-9776 103 (EL) EUFFER GROUND 2 03/20/02 90 APPROVED 121 (ST) TERMITE SPRAY 2 03/20/02 90 APPROVED 125 (ST) TIE -BEAM 4 04/16/02 91 PARTIAL,APPROVED COMMENTS: AUTOMATED REQUEST 06:55:25 16 APR 2002 115 (ST) SLAB 4 04/24/02 90 APPROVED COMMENTS: 2ND FLOOR DAVE 201-9776 123 (ST) STAIRS (CONCR 4 04/24/02 90 APPROVED 125 (ST) TIE -BEAM 4 05/10/02 91 PARTIAL,APPROVED COMMENTS: 2ND FLOOR RAKE BEAM NOT DONE AUTOMATED REQUEST 14:52:01 09 MAY 2002 -125 (ST) TIE -BEAM 4 05/17/02 90 APPROVED COMMENTS: AUTOMATED REQUEST 08:59:24 16 MAY 2002 259 (EL) POWER RELEASE 6 05/30/02 90 APPROVED 134 (ST) ROOF SHEATHIN 4 05/31/02 90 APPROVED COMMENTS: AUTOMATED RESULT 08:15:29 31 MAY 2002 `.137 (ST) STRAPPING 4 05/31/02 75 CANC.INSP.PERMITEE COMMENTS: AUTOMATED RESULT 08:15:53 31 MAY 2002 137 (ST) STRAPPING 4 06/04/02 81 DISAPPROVED COMMENTS: NEED ATTACHMENT SCHEDULE FOR STRAPS AUTOMATED RESULT 10:32:20 04 JUN 2002 Insp Date BLD18 03/20/02 BLD18 03/20/02 BLD18 03/20/02 BLD18 04/16/02 BLD18` 04/24/02 13LD18 04/24/02 BLD30 05/10/02 BLD18 05/17/02 BLD35 05/30/02 BLD36 05/31/02 BLDA 05/31,/02 BLD3@ 06/04/02 S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Page 3 Permit #: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr. 21120224 Job Location: 9101-9115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 3327-801-0000-000/2 Owner's Name: RESERVE HOMES LTD, Flood: X Elev: Project: ` Job Description: * CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 7 REINSPECTION FEES PAID: 7 Req Description Pr Date Res Description Insp Date 145 (*) TRUSS DRWG 6 90 APPROVED BLD36 06/04/02 COMMENTS: AUTOMATED RESULT 10:33:11 04 JUN 2002 115 (ST) SLAB 4 06/06/02 90 APPROVED BLD18 06/06/02 COMMENTS: DAVE 201-9776 121 (ST) TERMITE SPRAY 4 06/06/02 90 APPROVED BLD18 06/06/02 COMMENTS: RECV'D TERMITE TREATMENT CERT 137 (ST) STRAPPING 4 06/13/02 90 APPROVED BLD18 06/13/02 COMMENTS: AUTOMATED REQUEST 12:50:40 12 JUN 2002 108 (ST) ENGINEER LETT 4 06/14/02 90 APPROVED BLD36 06/14/02 COMMENTS: RECV'D ARCHITECT LETTER FOR CLARIFICATIONS FOR TRUSS ATTACHMENTS 6/14/02 MLE 140 (ST) CONR/FRAMING 5 06/17/02 82 DISAPVD/REINSP FEE R BLD36 06/17/02 COMMENTS: NO PLANS OR PERMITION SITE AUTOMATED RESULT 08':09:33 17 JUN 2002 179 (ST) FIREWALL 5 06/17/02 81 DISAPPROVED BLD36 06/17/02 COMMENTS: AUTOMATED RESULT 0$',:10:33 17 JUN 2002 238 (EL) ELECTRIC ROUG 5 06/17/92 91 PARTIAL,APPROVED BLD28 06/17/02 COMMENTS: FIRST FLOOR ONLY AUTOMATED REQUEST13:25:08 14 JUN 2002 351 (ME) MECHANICAL RO 5 06/17/62 82 DISAPVD/REINSP FEE R BLD28 06/17/02 COMMENTS: FIRST FLOOR DAMAGED A/C DUCT #14 NO COPPER LINES R/I UNITS 11,12,13,14 NO DRYER DUCT R/I ALL UNITS GROUND FLOOR AUTOMATED REQUEST 13:25:25 14 JUN 2002 S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Permit #: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr Job Location: 9101-9115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 3327-801-0000-000/2 Owner's Name: RESERVE HOMES LTD, Flood: X Project: Job Description: * CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS Page 4 21120224 Elev: INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED:', 7 REINSPECTION FEES PAID: 7 Req Description Pr Date Res Description Insp Date 423 (PL) PLUMBING TOP 5 06/17/02 '81 DISAPPROVED BLD28 06/17/02 COMMENTS: END UNIT NO WATER IN SHOWER PAN -LEAKING AT PLUG BOTH END UNITS 140 (ST) CONR/FRAMING 5 06/18/02 82 DISAPVD/REINSP FEE R BLD30 06/18/02 COMMENTS: REQ DUE TO FAILED INS,P 08:09:33 17 JUN 2002 179 (ST) FIREWALL 5 06/18/02 '191 PARTIAL,APPROVED BLD30 06/18/02 COMMENTS: REQ DUE TO FAILED'INS,P 08:10:33 17 JUN 2002 351 (ME) MECHANICAL RO 5 06/18/02 '91 PARTIAL,APPROVED BLD28 06/18/02 COMMENTS: 1ST FLOOR ONLY - 4 UNITS REQ ADDED DUE TO FAILED INSP 09:18:34 17 JUN 2002 423 (PL) PLUMBING TOP 5 06/18/02 '81 DISAPPROVED COMMENTS: 1. FOAM AROUND A/C LINES 2. FOAM AROUND ELECTRIC LINES IN LAUNDRY 3. SEAL AROUND ELECTRIC LINES THROUGH FLOOR IN LAUNDRY 4. MISSING SCREWS FOR WINDOWS 2ND FROM RIGHT AND LEFT APT. 5. NO PRESSURE ON WATER LINES 6. FILL TUBS TO OVERFLOW 7. NEED TEST STACKS ON SECOND FLOOR 8. "S" TRAP ON SHOWER IN LEFT APT. DAVE 201-9776 BLD30 06/18/02 REQ ADDED DUE TO FAILED INSP 10:42:42 17 JUN 2002 140 (ST) CONR/FRAMING 5 06/19/02 ',91 PARTIAL,APPROVED 179 (ST) FIREWALL 5 06/19/02 ,91 PARTIAL,APPROVED 351 (ME) MECHANICAL RO 5 06/19/02 ',75 CANC.INSP_PERMITEE 423 (PL) PLUMBING TOP 5 06/19/02 .91 PARTIAL,APPROVED BLD30 06/19/02 BLD30 06/19/02 BLD28 06/19/02 BLD30 06/19/d� A S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Permit #: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr Job Location: 9101-5115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Elk: Subdiv: Parcel: 3327-801-0 0 -000/2 Owner's Name: RESERE HOMES LTD, Flood: X Project: Job Description: * CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS Page 5' 21120224 Elev: INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 7 REINSPECTION FEES PAID: 7 Req Description Pr Date Res Description Insp Date 809 (*) CONSULTATION 5 06/19/02 90 APPROVED COMMENTS: MECHANICAL ROUGH 141 (ST) INSULATION 6 06/21/02 91 PARTIAL,APPROVED COMMENTS: FIRST FLOOR ONLY 423 (PL) PLUMBING TOP', 0 75 CANC.INSP.PERMITEE `COMMENTS: AUTOMATED RESULT 10:48:16 25 JUN 2002 140 (ST) CONR/FRAMING 0 06/26/02 71 ROLLOVER -TO BE DONE COMMENTS: AUTOMATED REQUEST 10:47:11 25 JUN 2002 179 (ST) FIREWALL 0 06/26/02 71 ROLLOVER -TO BE DONE COMMENTS': AUTOMATED REQUEST 10:47:23 25 JUN 2002 238 (EL) ELECTRIC ROUG 0 06/26/02 90 APPROVED COMMENTS: AUTOMATED RESULT 08:57:57 26 JUN 2002 BLD28 06/19/02 BLD18 06/21/02 BLDXX 06/25/02 BLD30 06/26/02 BLD30 06/26/02 BLD28 06/26/02 351 (ME) MECHANICAL RO 0 06/26/02 82 DISAPVD/REINSP FEE R BLD28 06/26/02 COMMENTS: MUST REROUTE, REPLACE DAMAGED EXHAUST FAN DUCT IN GUEST BATH IN 3 OF 4 UPSTAIRS UNITS AUTOMATED RESULT 08:58:25 26 JUN 2002 423 (PL) PLUMBING TOP 0 06/26/02 71 ROLLOVER -TO BE DONE BLD30 06/26/02 COMMENTS: AUTOMATED REQUEST 10:48:40 25 JUN 2002 140 (ST) CONR/FRAMING 0 06/27/02 90 APPROVED 13LD18 '06/27/02 COMMENTS': REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:04:30 179 (ST) FIREWALL 0 06/27/02 90 APPROVED 13LD18 06/27/02 COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:04:39 351 (ME) MECHANICAL RO 0 06/27/02 90 APPROVED BLD28 06/7/02 COMMENTS: AUTOMATED RESULT 08:06:12 27 JUN 2002 S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Pag8 6 Permit #: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr. 21120224 Job Location: 9101-5115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Blk: i Subdiv: Parcel: 3327-801-0000-000/2 Owner's Name: RESERVE HOMES LTD, Flood: X Elev: Project: Job Description: * C}ONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 7 REINSPECTION FEES PAID: 7 Req Description Pr Date Res Description Insp Date 423 (PL) PLUMBING TOP 0 06/27/02 90 APPROVED BLD18 06/27/02 COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:04:49 141 (ST) INSULATION 6 07/01/02 91 PARTIAL,APPROVED BLD18 07/01/02 COMMENTS: WALLS ONLY AUTOMATED REQUEST 15:40:24 28 JUN 2002 425 (PL) SEWER CONNECT 0 07/23/02 90 APPROVED BLD30 07/23/02 COMMENTS: 8 UNITS AUTOMATED REQUEST 09:27:02 22 JUL 2002 141 (ST) INSULATION 6 08/22/02 90 APPROVED BLD35 08/22/02 COMMENTS: RECV'D INSULATION CERT IN OFFICE REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 13:03:41 260 (EL) 30.DAY FOR TE 7 08/23/02 82 DISAPVD/REINSP FEE R BLD28 08/23/02 COMMENTS: ALL WATER LINE GROUNDING (BONDING) MUST BE COMPLETE FOR 30DAY POWER BATHROOM LIGHTS NOT INSTALLED AND WIRING IS NOT CAPPED OFF CALL FOR REINSPECTION WHEN READY AUTOMATED RESULT 09:16:32 23 AUG 2002 800 (ZC) ADDRESS FINAL 7 08/23/02 90 APPROVED BLD28 08/23/02 COMMENTS: AUTOMATED RESULT 09:17:01 23 AUG 2002 260 (EL) 30 DAY FOR TE 7 08/30/02 90 APPROVED BLD28 08/30/02 COMMENTS: FAXED FPL 11:00 MS - 8 METERS AUTOMATED REQUEST 17:03:22 29 AUG 2002 141 (ST) INSULATION 8 09/04/02 90 APPROVED COMMENTS: RCVD INSUL CERT BLD13 09/d4/02 Y S T. L U C I E C O U N T Y 2300',Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Permit#: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr Job Location: 9101-9115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 3327-801-0000-000/2 Owner's Name: RESERVE HOMES LTD, Flood: X Project: Job Description: * CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS Page 7 21120224 Elev: INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 7 REINSPECTION FEES PAID: 7 Req Description Pr Date Res Description Insp Date 167 (ST) ROOF FINAL 8 09/30/92 90 APPROVED BLD05 09/30/02 COMMENTS: AUTOMATED RESULT 12:28:00 30 SEP 2002 180 (ST) BUILDING FINA 8 09/30/02 81 DISAPPROVED BLD05 09/30/02 COMMENTS: HAND RAIL LOOSE 9109 - SECOND FLOOR AUTOMATED RESULT 12:28:47 30 SEP 2002 280 (EL) ELECTRIC FINA 8 09/30/02 90 APPROVED BLD28 09/30/02 COMMENTS: AUTOMATED RESULT 08:24:42 30 SEP 2002 380 (ME) MECHANICAL FI 8 09/30/02 82 DISAPVD/REINSP FEE R BLD28 09/30/02 COMMENTS: ALL PENETRATIONS IN THE WALLS AND CEILING IN HAI HANDLER CLOSETS MUST BE SEALED TO 100% (SOME UNITS ARE PARTIALLY DONE SOME UNITS NOT AT ALL) NOTE: FUTURE INSTALLATIONS OF AIR CONDENSING UNIT (OUTSIDE) MUST BE TAP -CONED TO SLAB WE DO NOT ACCEPT POWDER ACTED ANCHORING AS PER OUR BUILDING OFFICIAL DENNIS GRIM AUTOMATED RESULT 08:26:10 30 SEP 2002 480 (PL) PLUMBING FINA 8 09/30/02 82 DISAPVD/REINSP FEE R BLD05 09/30/02 COMMENTS: TUB STOPPED UP & HANDRAIL TO SECOND FLOOR LOOSE AUTOMATED RESULT 12:29:31 30 SEP 2002 808 (2C) LANDSCAPING/T 8 09/30/,02 81 DISAPPROVED BLD05 09/30/02 COMMENTS: AUTOMATED REQUEST '15:00:13 27 SEP 2002 180 (ST) BUILDING FINA 8 10/02/i02 90 APPROVED BLD05 10/02/02 COMMENTS: AUTOMATED RESULT 11`.38:44 02 OCT 2002 380 (ME) MECHANICAL FI 8 10/02/02 90 APPROVED BLD28 10/02/02 COMMENTS: AUTOMATED RESULT 1'0:28:02 02 OCT 2002 S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Page 8 Permit #: 21120224 Type: MULTI -FAMILY RESIDENTIAL Insp Area Issued: 02/19/02 Master Nbr. 21120224 Job Location: 9101-9115 SAND SHOT WAY 43 / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 3327-801-0000-000/2 Owner's Name: RESERVE HOMES LTD, Flood: X Elev: Project: Job Description: * CONSTRUCT MULTI -FAMILY BUILDING UNIT 43 2 STORY 1 BUILDING 8 UNITS INSPECTIONS -4 For Requests,,Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 7 REINSPECTION FEES PAID: 7 Req Description Pr Date Res Description Insp Date 480 '(PL) PLUMBING FINA 8 10/02/02 90 APPROVED BLD05 10/02/02 COMMENTS: AUTOMATEDRESULT 11:39:29 02 OCT 2002 700 (FM) FIRE DEPARTME 8 10/03/02 90 APPROVED FRM10 10/07/02 COMMENTS:'LINDA 808 (ZC) LANDSCAPING/T 8 10/01/02 90 APPROVED PLN10 10/07/02 COMMENTS: REQ ADDED DUE TO FAILED INSP 13:00:25 30 SEP 2002 999 (*) FINAL INSPECTI 8 10/07/02 99 FINAL APPROVAL BLD05 10/07/'02 ATRIUM II PS�( SHEET TITUNIT 11C MODIFICATIONS 301'—\1 DRAWN BY: MSC CHECKED BY: MSC DATE: 07/30/02 Q REVISIONS 2"P&T RELIEF RISER "..RAIN; A DRAIN RISER 2" ISER �I 2 s s 5A 10 � h ".j ....... .... a� CONSULTING ENGNEERS QFLAAM-FT. PEACE-W. P"BCH 427 rExXR X E . SUM lM Mlu TE � aM)l Slml (w» 3a-5110 m (wn Ssx-7m Ul 6. 2 Sl.. SUM M Ff. KRM fL01�R 339rt (.o7)+6c-uss ruc (a7)�sc-nW x666 ruMsl �,< arn, 9RM m Rsl RNY eua noR6M Ssra .( SSOC/A TES (p7) 963-R666 rue (07) 46-776 INC, ME,0 4 � ,n 2 cOAGSUc.nNGE�lUNEERS DRAWING NO. PROJECT` ..�, - IUfrt,l ��1fff F�p� SHEET TITLE: �O-FEP�E-W.PALUBCH �. a1 UNIT 11C MODIFICATIONS 427 MNYE K �. WYE IM.�T, X s��,cs, mm�+ 3:7m _/�S1 20V-1 RISC CHECKED BY: KK lw»..WYE rur(w» t ro �}� • s,. wrt �'r °� naw. N9.6 DRAWN BY: DATE: 08/01/02 Q REVISION wss rrAEn nus aw.. WYE 2A rtsr P w 9E O ft w wa6 A SSOCIA TES lw»s6s-s m lw»u+-nu INC. TELEPHONE!;IAN !� TV RISER -'W�1= ELECT.- H j PANEL" DRYERI I� a A I r7= 7 . o'ju.LS` St. Lucie Courtly Public Work DRAWING NO. PROJECT TITLE: ATRIUM II COAWL77NO ENGINEERS ESK CNAAoo-FT PERICE-W PALMBCai SHEET TITLE: 303-2 UNIT 11C MODIFICATIONS CHECKED BY: 427 UNK�Z ORc Wlt'M Wa X9P Ao urot 6V6 K a)) Ja]-0m DRAWN BY: CAD ENG M , WX m N. am) a,u zoe. 61. (407)KRa, 0ft�-11, .uvw (4W) x66-u65 fAl (�O9) �W-n69 DATE: 07/30/02 Q REVISIONS M9 FWS1 KLS ft' ... WX M KSI Pµx g6 W ft a 3M ASSOC)A TES (1m) 9W-9 r.ac (wt) +bo-nxS INC. it 4"0 DRYER VENT lil I 24/8 i; �( ( r-;i IE , V/ 14/8 f AU RISER 10/8 DRYER VENT RISER PA TIAL PLAN AT UTILITY ROOM SCALE: 1/4" = V-0" r7 �� WFg" p DRAWING NO. PROJECT TLE: ATRIUM II COWULnNq E EERS � SC�� SHEET TITLE: ►( aXAAVO°FT P01C'E°W f'�BCH �4/ UNIT %C MODIFICATIONS v Im T .. ,a A 32mi 301-1 o,t��,o F „KEft DRAWN BY: CAD CHECKED BY: ENG '0� ""�0110"' 0A1`£ s7) a vr. ° R0Po°" ""6 (arl ass-nss xss Fasrsr ' e�w..sm m..est v.W�euat nam. a>.os ASSOCIATES DATE: 01-03-02 0 ALTERNATE PLAN No7) �s-9eoo F. (07) 434—rn5 / vC � < j vu St. Lucie Courrry P �-RD-OWROOF S S I la DRAWING NO. PROJECT TITLE: ATRIUM II COAML77NG Ef"NEERS PSK SHEET TITLE: 0ALAAD0-FrPERCE-W.pA Bai UNIT 12D MODIFICATIONS 427 CENIC E a sort 18A kuYo0¢ VP rta uro I 302-1 (pn M-„w (0T) DRAWN BY: CAD CHECKED BY: ENG 41 ■. M s/. WYE TBB n. Ma. FLOWA 34M (On 466-1165 TAX, (404 466-1*4 GATE: 07/30/02 Qj REVISION$ zssB raB[sE xus aw- WTC m .ESE P. BEAM FtDWA 3M A S.� (q� 9W-BBB) M (qn 4M-174 e 'December 11, 2001 To wham Lnily concern: Please be sed that All Grabber screw products meet at exceed all ASTM and ICBM Standards for construction screws, This includes specific performance criteria for Tension and shear values as well as penetration and corrosions resistant qualities. Attached is a copy of the standards and specific performance information regarding our product. If I may be of any Rather assistance please notify me at your earliest convenience. Sincerely: Michael Hamilton General Manager Grabber Florida i Latin America .7 rtrpubliG Wotks GRA 9MR SOUTHEAST 3050 N.W. SM Street Ft. Lauderdale,, FL 3409 ph" 06 PT7 Thruft"04PL "VtvretCsoem iiiidr —qadam 23F 7 x,7/16' 35 (lbs.) ,jun, 51b, and related saw packaging nation available on Wooled items. - 77,7777-777 Head Recces Mgq Scalk Ulmor "or TFl IZ P pk� q Ndth Dig', pie. d20 237 7; 55 U . 0 235 #7 7.40 2.49 #2 2.9d3 Zd318 3.65 810 2.87 2.97 12.58 d2 d + MKJ 0,1 fa -me Cam 0 Cato 4e Screw NgpaWt I. Beep let red" 1111111 ON) Sister 230 07 107 372 20 3Q3 776 23F #7 25 124 391 20 367 746 GRABBER fasteners are net c2tsgOdmd is stfuck0ral bolts. The fQums listed Slain an: ultimate average values achieved under Independent WmratorY Milk Dons, and apply to GRABBER tine fasteners only. An appropriate Safety *Wr MuSt 09 0018min"d by a quaiffed professional for design PurPOSCS, Ali GRABBER screw products are manufactured in facHitles; that us ISO 9002 and 180 14001 certified and approved. The fasteners comply with SAE J78 and ASTM C 1002, as referenced in ICSO report ER-5280, and are approved for use by the Uniform OuNding Code. 02001 John Wagner Associates. Inc. SRASIIEAO. SMEAKETP, DRIVALLt LOr. SRABBERGAPID`, and SCAVENGER" are registered names; or nasenarks bY.John Wagner Assnnlxtm Irr, rift, r_—Kk— .-- , ,Gauge N0. Decimal Equivalent 0,0348J U-Viw m MfillfrieterEquivallefirt imm 1 GRADDER® CORSVOCHOD Products John W,aqnof Associates, Inc. Masan Circle ifornia 94520 �'onca � r '(925) 680-0777 Fee , (925) 827-1161 IOTPL P.03 i� An CONSTR DUCT Sell tapping hamtinp mews lot 20 to 25 ®amps metal-b-metal $pp/Madeas S Steel studs to track, 20 to 25 gauge d ED Steel studs to door frame jamb anchor clips 0 is Other metal-4o-metal applications where high torque is requireda Sheet metal fabrication IE91 G A fine thread screw for metal -to -metal framing applications 6 15 or 20 threads per inch ® High torque Pan Framing Head © Super sharp, 23' STREAKER point, designed to penetrate steel quickly and easily e #2 Phillips recess drive e Gauge—#7 • Length — 7116" © Head Type -- Pan Framing i e Recess Type — #2 Phillips Pan Framing STREAKER #2 Phillips e Thread Type — Double Lead Head Point Drive e Finish — Gray Phosphate e GRABBER screws are manufactured in an ISO 9002 and ISO 14001 certified and approved factory, and are approved by iCB0 ES ER #5280. 9 Use a standard screwgun with a depth -sensitive nose piece. Suggested screwgun specification for optimal performance —4 amps minimum and RPM range of 0 to 4,000 e The Pan head is fully seated when the head is flush with the work surface. e Overdriving may result in failure of the fastener or stripout of the work surface. 9 The fastener must penetrate beyond the metal a minimum of three thread pitches. r a l 2 0-7o SOUTHCOAST PEST CONTROL 3849 N.E. LINDA DR. JENSEN BEACH, FL. 34957 PHONE 561-225.0999 FAX 561-225-0507 ;TRUCTION SUBTERRANEAN TERMITE TREATMENT CONTRACT DATE 7/30/02 THIS CONTRACT IS BETWEEN SOUTHCOAST PEST CONTROL AND MR & MRS EDWARD FOR THE CONTROL OF NON-FORMOSEAN SUBTERRANEAN TERMITES ONLY.. ADDREss TRFATED SO.INDIAN RIVER DR. JENSEN BEACH, FL. 34957 TYPE OF FOUNDATION STEMWALL AREA TREATED GALLONS USED 3 2 5 CONTRACTOR'SNAME&ADDRESS SAME AS ABOVE DATE OF IT IS AGREED THAT SOUTHCOAST PEST CONTROL WILL. BE NOTIFIED IF ANY TREATED AREAS ARE DISTURBED OR ANY AREAS OF THE STRUCTURE IS POURED OR ADDED PRIOR TO TREATMENT THIS CONTRACT IS VOID UNTIL UNTREATED ARES ARE TREATED AT AN ADDITIONAL CHARGE. IT IS FURTHER AGREED RECEIPT OF PAYMENT IN FULL, THE FOLLOWING GUARANTEE WILL GO INTO EFFECT AS OF THE DATE OF COMPLETION OF TREATMENT. OTHERWISE SPECIFIED. ACCEPTED BY LIMITED GUARANTEE THIS LIMITED GUARANTEE IS FOR CONTROL OF NON-FORMOSAN TERMITES ONLY AND IS IN EFFECT FOR SUCH PERIODS OF TIME AS PREMIUMS ARE PAID UP TO DATE. THE INITIAL TERM OF THIS CONTRACT is FROM 7 / 3 0 / 0 2 TO 7 / 3 0 / 0 3 THE SERVICE AND PROTECTION AFFORCED IN THIS AGREEMENT CAN BE EXTENDED PRIOR TO THE EXPIRATION DATE FOR A PERIOD OF FOUR ADDITION YEARS AT THE RATE OF $ 125.00 PER YEAR,WHICH SHALL BE PAID BEFORE THE ANNIVERSARY DATE EACH YEAR WE GUARANTEE TO GIVE ADDITION TREATMENTS AS NECESSARY AT NO CHARGE AS TANG AS THIS GUARANTEE IS IN EFFECT. THIS LIMITED GUARANTEE DOES NOT COVER REPAIRS TO TERMITE DAMAGED WOOD OR FURNISHINGS. THIS CONTRACT AND LIMITED GUARANTEE ISA$SIGNAB A NEW OWNER IN CASANSPER OF TITLE OF THE PROPERTY DESIGNATED,PROVIDING ALL PAYMENTS ARF/fG;P1 CURREIR!P ( t 1 LIMITED GUARANTEE NOT VALID UNLESS SIGNED p D CC��IC Q� JUL � � �� St. Lucie County Pubilc W ks S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of Occupancy No. 21020224-001 Building Permit No. 21020224 Lot: Block: Parcel/Folio Nbr: 1425-701-0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R3 : 1 & 2 FAMILY DWELLINGS Maximum Nbr of Persons: Maximum Floor Load: Building Address: 3000 A 1 A N Legal Description: CORAL COVE BEACH -SECTION ONE - Permit Job Description: CONSTRUCT 12 STORY, 44 UNIT CONDOMINIUM TOWER Contractor: WILLIAMS, MICHAEL H C.O. Description: CONSTRUCT 12 STORY - 44 UNIT CONDO TOWER Permit Finaled: August 02, 2002 Conditions THIS PERMIT IS FOR THE SHELL ONLY PER MARK BENDER AT THE FIRE DEPT. APPROVED FINAL FIRE INSP WITH CONDITIONS TO BE COMPLETED IN THIRTY DAYS (SEPT. 2, 2002) 1. NEED TO INSTALL KEY ACTIVATION SWITCH FOR GATE 2. NEED CAPS & REDUCER FOR STAND PIPE SYSTEM 3. NEED ELEVATOR ANUNCIATOR ON SYSTEM IN FIRE CONTROL ROOM Owner of Building: SURF N SAND 2900 AlA N FORT P�yI.�ERCE /'/y J'Y Uilding Offi'c'ial NOTE: PROPERTIES INC, C/O MITCH MALVAN FL 34949 02 AUG 2002 DATE PRINTED This Certificate of occupancy is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or struct E69, This also certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and $proved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use ingicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE 4 f i � S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of Occupancy No. 22070533-001 Building Permit No. 22070533 Lot: Block: Parcel/Folio Nbr: 1425-701-0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R : RESIDENTIAL 311 Maximum Nbr of Persons: Building Address: 3000 A 1 A N Legal Description: CORAL COVE BEACH -SECTION ONE - Maximum Floor Load: Permit Job Description: COMPLETE CONDO UNIT 4-D Contractor: WILLIAMS, MICHAEL H C.O. Description: COMPLETE CONDO UNIT 4-D Permit Finaled: August 02, 2002 Conditions Owner of Building: SURF N SAND 2900 AlA N FORT PIERCE Building Official NOTE: PROPERTIES INC, C/O MITCH MALVAN FL 34949 05 AUG 2002 DATE PRINTED This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: ---------------------------------------------------------------------------== Certificate of Occupancy No. 22070525-001 Building Permit No. 22070525 Lot: Block:- Paarcel/Folio Nbr: 1425-701-0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R : RESIDENTIAL 311 Maximum Nbr of Persons: Building Address: 3000 A 1 A N Legal Description: CORAL COVE BEACH -SECTION ONE - Maximum Floor Load: Permit Job Description: COMPLETE CONDO UNIT 3-B Contractor: WILLIAMS, MICHAEL H C.O. Description: COMPLETE CONDO UNIT 3-B Permit Finaled: August 02, 2002 Conditions Owner of Building: SURF N SAND 2900 AIA N FORT PIERCE i. zeia Building O ficial NOTE: PROPERTIES INC, C/O MITCH MALVAN FL 34949 05 AUG 2002 DATE PRINTED This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of Occupancy No. 22070528-001 Building Permit No. 22070528 Lot: Block: Parc:1/Folio Nbr: 1425-'701-0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R : RESIDENTIAL 311 Maximum Nbr of Persons: Maximum Floor Load: Building Address: 13000 A 1 A N Legal Description: CORAL COVE BEACH -SECTION ONE - Permit Job Description: COMPLETE CONDO UNIT 3-D Contractor: WILLIAMS, MICHAEL H C.O. Description: COMPLETE CONDO UNIT 3-D Permit Finaled: August 02, 2002 Conditions Owner of Building:,, SURF N SAND PROPERTIES INC, C/O MITCH MALVAN 2900 AlA N FO T PIERCE FL 34949 05 AUG 2002 Building -Off: ca DATE PRINTED NOTE: This Certificates of Occupancy is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work have been .inspected and approved. The issuance of this Certificate grants .use indicated. g permission to occupy and use the property described herein only For the us. Any change in use will require anew Certificate of Occupancy. i POST IN A CONSPICUOUS PLACE S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of Occupancy No. 22070518-001 Building Permit No. 22070518 Lot: Block: Parcel/Folio Nbr: 1425-701-0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R : RESIDENTIAL 311 Maximum Nbr of Persons: Maximum Floor Load: Building Address:. 3000 A 1 A N Legal Description: CORAL COVE BEACH -SECTION ONE - Permit Job Description: COMPLETE CONDO UNIT 2-A Contractor: WILLIAMS, MICHAEL H C.O. Description: CONSTRUCT CONDO UNIT 2-A Permit Finaled: August 02, 2002 Conditions Owner of Building: SURF N SAND PROPERTIES INC, C/O MITCH MALVAN 2900 AlA N FO PIERCE FL 34949 02 AUG 2002 Building Official- DATE PRINTED NOTE: This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also .certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only far the use indicated. Any change in use will require a new Certificate of .Occupancy. POST IN A CONSPICUOUS PLACE S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certifica* is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of b'ecupancy No. 22070522-001 Building Permit No. 2207052 Lot: Block: Parcel/Folio Nbr: 1425-701=0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R : RESIDENTIAL 311 Maximum Nbr of Persons: Maximum Floor Load: Building Address; 3000 A 1 A N Legal Description: CORAL COVE BEACH SECTION ONE - Permit Job Descr ption: COMPLETE CONDO UNIT 2-C Contractor: WILLIAMS, MICHAEL H C.O. Descriptionb' CONSTRUCT CONDO UNIT 2-C Permit Finaled: August 02, 2002 Conditions Owner of Building: SURF N SAND PROPERTIES INC, C/O MITCH MALVAN 2900 AlA N FORT PIERCE FL 34949 02 AUG 2002 Buil zng O f cial DATE PRINTED NOTE This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express `I provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or 8vilding Codes of St. Lucie County pertaining to the. erection, construction or remodeling of buildings or structures. This also certifies that .the .electrical wiring and or equipment, and the plumbing work have been inspected and. approv4Id. The issuance of this Certificate .grants permission to occupy and use the property described herein only for 09 use indicated. '.. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of Occupancy No. 22070523-001 Building Permit No. 22070523 Lot: Block: Parcel/Folio Nbr: 1425-701-0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R : RESIDENTIAL 311 Maximum Nbr of Persons: Maximum Floor Load: Building Address: 3000 A 1 A N Legal Description: CORAL COVE BEACH -SECTION ONE - Permit Job Description: COMPLETE CONDO UNIT 2-D Contractor: WILLIAMS, MICHAEL H C.O. Description: CONSTRUCT CONDO UNIT 2-D Permit Finaled: August 02, 2002 Conditions Owner of Building: SURF N SAND PROPERTIES INC, C/O MITCH MALVAN 2900 AlA N FORT PIERCE FL 34949 .� 02 AUG 2002 Building official �L DATE PRINTED NOTE: This Certificate of Occupancy is issued to the above named, for building at the above named locationonly upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will .require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division This is a Final Certificate of Occupancy This Certificate is issued pursuant to the requirements of the standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Certificate of Occupancy No. 22070524-001 ---Building Permit No. 22070524 Lot: Block: Parcel/Folio Nbr: 1425-701-0220-000/8 Subdivision: 1425701 : CORAL COVE BEACH SEC 1 Occupancy: R : RESIDENTIAL 311 Maximum Nbr of Persons: Maximum Floor Load: Building Address: 3000 A 1 A N Legal Descriptions: CORAL COVE BEACH' -SECTION ONE - Permit Job Description: COMPLETE CONDO UNIT 3-A Contractor: WILLIAMS, MICHAEL H C.O. Description: CONSTRUCT CONDO UNIT 3-A Permit Finaled: August 02, 2002 Conditions Owner of Building: SURF N SAND PROPERTIES INC, C/O MITCH MALVAN 2900 AlA N FORT PIERCE FL 34949 Az�� ZA& 02 AUG 2002 Building Official DATE PRINTED NOTE: This Certificate of Occupancy is issued to the above named, for building at the above named locationonly upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work. have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein. only for €h@ use indicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE FyrewCan FST. i.UCIE C(. iUiq Irk' BUILDING r..... -... WEVI' FOR COV Ca.at In -Place �- Intu�nnescent Device System: 'Product Description: Tested Applications: Applicable Test Tremco Fyre-Carr is a cast -in -glace Penetrations: Standards: intumescent device utilized to • PVC and ccPVC Pipe ASTM E814 firestop combustible pipe penetra- • ABS and ccABS pipe Standard Test Method for Fire Tests tions through concrete floor assem- • CPVC pipe of Through Penetration Firestops blies. The prefabricated Pyre -Can is comprised of an outer metallic Building Assemblies: CAN4-S115 sleeve with a radial extended flange • Poured -in Place Concrete Standard Method of Fire Tests of attached to one end of the sleeve. • Hollow Core Concrete Firestop.Systems Contained within the Fyre-Can are • Metal Pan Deck Installation: the necessary amount of TREMstop Refer tote on: irestop WS (intumescent wrap strip) and a Limitations: Manual or the Tremco UL FResistance "cold smoke seal" neoprene gasket. • Not recommended for use in Fyre-Can is available in sizes rang- passive fire containment systems Directory for specific application ing from 1.5" to 12" (3.8cm to not listed or approved by instructions. The firestop system 30.5cm), where the size is related Tremco. detail will cover the permitted pipe to a standard industry pipe diame- size or annular space. Fyre-Can is teL Fyre-Can is also available in Packaging: labor friendly for poured in place three different heights [4", 6" and Fyre-Can D-1.5 15 per case concrete construction. Simply 8"(10.2cm, 15.2cm and 20.3cm)] to Fyre-Can D-2 12 per case remove the foam from Fyre-Cana match the concrete floor thickness. Fyre-Can D-3 18 per case Center Fyre-Can and fasten four A tub box configuration is also Fyre-Can D-4 10 per case corners to form using smoothbore available if required. Fyre-Can D-6 8 per case nails equal in length to the thick- Fyre-Can D-8 8 per case ness of the plywood form. Replace The primary benefit of Fyre-Canis Fyre-Can D-10 1 per case the foam prior to the concrete to provide a fully assembled device Pyre -Can D-12 1 per case pour. Remove foam after forms are that enables contractors to incorpo- removed and install combustible rate the intumescent device during Color- pipe through Fyre-Can.- See 'Tremco floor construction, without inter- Grey Fyre-Can Installation Guide for fur rupting pipe assembly or work flow. Cher detail. Fyre-Can is simply a concrete sleeve "hole -out" that is also a prefabri- cated fire rated device. There is no necessary additions or the need to nipple the pipe, instead just run the combustible pipe through Pyre - Can upon completion. Fyre-Can can also be installed inverted mak- ing it ideal for applications where the concrete has already been poured or for metal pan deck,- assemblies where installations of , the intumescent device from the» # u. top would be preferred. TREMStO#p,. Fyre-Can Sleeve Combustible Pipe Intumescent Device for Walls Description Installation The Tremstop,Fyre-Can Sleeve is a UL tested, Remove Fyre-Can Sleeve device from box and fit combustible pipe, fire resistant sealing system. The around pipe.. Consult the Device Usage Guide for prefabricated Tremstop Fyre-Can Sleeve device is matching the correct device with the appropriate comprised of Tremstop WS (intumescent wrap pipe size. strip), an outer 26 gauge metal sleeve with fold -in tabs at either end and centered stainless steel hose Fasten the device in place by tightening the stain - clamp attachment. less steel hose clamp so that the device is centered - in the wall Bend in the tabs at both ends of the Basic Use device so that they are snug to the pipe, Caulk the. The appropriate n mber of Tremstop WS layers are device into the wall at both ends Using Tremstop IA incorporated into a sleeve assembly (cylindrical firestop caulking. When the pipe is exiting only one sheet steel housing) in a prefabricated manner. This side of the wall, trim off excess metal from interior' device is slipped onto combustible piping and end of device (taking care not to cut into intumes- mechanically fastened to allow forfast, easy, cost cent wrap strip). Fasten stainless steel hose clamp; ' effective fire resistance. The Fyre-Can Sleeve is and caulk device into wall using Tremstop IA firestop = then caulked into the wall line at either side of the sealant. _wall. Availability Features I immediately available from your local Tremco • Firestops both si 2s of concrete or gypsum walls Representative, Tremco Distributor or Tremco with one device. l Warehouse. • Can be used on pipes exiting; walls on acute angles. Cost +Available in size to fit standard industry pipes. Cost information is available from your local Tremco Consult Device U age Guide for specifics. Representative, Tremco Distributor or by calling our • Fyre-Can Sleeve has intumescent properties: Customer Service Department. For information call Tremstop WS sw Its in reaction to fire when Tremco in Beachwood, OH: USA,1-800.321-7906;' , reaching a temperature of 300OF It50°C) and in Ohio 1-800-553-3030 in Canada: (416) 421-3300 continuing up to (260°C) until the required in Toronto. effect of sealin 90°F achieved. • Resists aggressi media: fuel, oil, diluted acids Precautions and bases and most organic solvents. For all Tremco products, and for other products used • Resists water, W,' and frost. in conjunction with Tremco products; users must • Can be used to r trofit. follow individual product labels and Material Safety'_ Data Sheets for warnings and precautions prior to Storage opening containers and during use and storage. All Store inside. No special requirements. solvent based roductsmu t be used with adequate p s q ventilation and personal protection, and Vapors must ' Application be prevented from entering occupied bdjj� ings. Use the appropriately sized Fyre-Can Sleeve device for combustible pipe needing firestopping. Refer to Device Usage Guide. I Product Description: TREMstop IA is a single component, water -based, intumescent acrylic firestop sealant. The intumescent property of TREMstop IA means that the material will expand to fill any void caused from combustible mate- rials burned during a fire. TREMstop IA is a unique, firestopping sealant that has been tested at independent laboratories to treat 95% of the applications you encounter on a project. TREMstop IA also has exceptional sealant qualities, such as superb unprimed adhesion, excel- lent flexibility, easy gunning, and the ability to be painted once fully cured. Tested Applications: Penetrations: • Steel, Copper and EMT pipe •Plastic Ape (vented and closed) • Fiberglass, AB/PVC and Cellular Glass Pipe Insulation • Romex Cables, Jacketed Cables and Bundles • Ductwork and Blank Openings Building Assemblies: • Concrete and CMU • Gypsum Wallboard- • Wood Frame Construction • Metal Pan Deck Limitations: -Not recommended for use in passive fire containment systems not listed or approved by Tremco. • Do not apply over damp or contaminated surfaces. Packaging: 10.15 fl. oz. (300 ml) cartridges, 600 ml sausages, 2-gallon(7.57 L) and 5-gallon (19 L) pails. Color: Rust Red Storage: One (1) year from date of manufac- ture when stored in unopened con- tainers in, dry areas under 807 (27°C).Protect from freezing. Applicable Test Standards: ASTM E814 Standard Test Method for Fire Tests of Through Penetration Firestops CAN4-S115 Standard Method of Fire Tests of Frestop Systems Installation: Refer to the Tremco Firestop,Manual or the UL/ULC Fire Resistance Directory for specific application instructions. The firestop system details will cover the required sealant depth, necessary amount of packing material and the permitted joint size or annular space. TREMstop IA is a gunnable sealant, typically applied using conventional caulking equipment. Cleaning: - Equipment should be cleaned with water. TREMstop 1A can be removed from tools, caulking guns, installa- tion smears with water while the sealant is still wet. S i fiea U L sl"s t to FA 2024 Configuration A 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Concrete Floors using FYRE-CAN. F-Rating = 2 Hr. T-Rating = 0, 1/4, 1, 1-1/2 & 2 Hr. O 3735 Green Rd. Beachwood, OK 44122 Drawing not to scale 1Q Pre -Rated Concrete Floors = Min. 4-1/2" thickness Q Plastic Pipe - Nom. 8" diam. (or smaller) Sch. 40 solid core PVC pipe for use in open or closed piping systems. 3Q FYRE-CAN - Galy. steel collar with steel plate lined with intumescent materiaC , See table below for firestop system installation instructions. Norn Pipe Device Min. Diam. of Max. Diam. of T-Rating Diant. (in.) Size Opening (in.) _Opening (in.) (Hr.) 1-1/2 T-1.5 3-1/8 4 2 2 T-2 3-5/8 4 2 3 T-3 5-1/2 6 1-1/2 4 T-4 6-5/8 7 p 6 T-6 8-5/8 9 I/4 8 T-8 11-5/8 12 1 ® Mortar - (not shown) - To be used if opening is larger than min. diameter in the table above. Min. 4-1/2" thickness of mortar or hydraulic cement applied within opening. Project: Th. Trcmco praducu used abav< have buca retied m acurdance with the following: The above descnbed assembly has been tested and is based an both past and antict- Location: TM F.S 14 (ULI4]9) Sta da d Tea MMod for Through Pencvmon Famopping. paced perfQ mance criteria Tremeo shall nPt be liable fw my damages, director wn- mquonliol, raullinp from use of Oil malari4l Date: 12/26/96 Drawing: TFA-2024 I"ea . r re in InCO 10 � A� r aspo�siblc Approved by: J. Pitcoh? formploclo B mal�nal found to 6c dthvw. �Q ,q \�, 2 Hour Fire Rated Through Penetration Firestop For Otsego Point PVC pipe - Tub Box through Laboratory Concrete floors using Report the "FIRECAN". DZ67 - 95555 View From below Slab FireCan Mor.F=Luring Ce. 12448 Wiles Rd Coral Springs. FL 33076 Drra-ing not to scale © Pre -Rated Floor Assembly = Min. 5-1/2" thick concrete. �2 Plastic Pipe - 2" din.(or smaller) Sch. 40 PVC (or lighter) For use in closed or vented piping systems. (3 "FIRECAN" : Tub Box designed For 1-1/2" and 2" din. pipe A) Tub Box - Max. 5 x 12" gnly. steel (26 gungel. Bl IREMstop NS - intumescent wrap strips. C) Rubber "O-ring" gasket. NOTE "FIRECAN" casL-in-concrete. Pro ecL J in Ow Qwx a aaeembl$0 have The P OCLC7�d be testeense L*.n1. wlh the fdloeuqT . eko, d.vckdLd i�w r__. __.____-_ _-_ • ASTM E8ard fa- Fir¢ Tests —..___� ..f Rnldl.r, ibared r.im nrr/ MnL rn nr�nlcryrY andInstaller: SiynoLure: Dote: 6/2DroWirig. FC-9087C gar thi."1 Tuzzeo only k.e r...bliP].ApprovedC. Grassi}'��a U L 3Y t eVD. 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Concrete Floors or Walls using TREMstop IA. CAJ 2184 F-Rating = 2 Hr. T-Rating = 1-1 /2 W. 4 n a 2' d< . n 1. s }' a d 1Q Pre -Rated Concrete Floors or Block Wails = Min. 4- 1/2 thick ne 2� Plastic Pipe A) Nom. 2" diam. (or smaller) Sch. 40 PVC pipe. B) Nom: 2" diam. (or smaller) 'SDR17 CPVC pipe. NOTE: For use inclosed (process or supply) pipin 3� Forming Material - Foam backer rod firmly packed into the' op' ® TREMstop 1A -Sealant applied within opening, flush with �ap sq surfaces of wall assembly as shown in table below, Wite� sealant such that a min. 1/8" crown is formed aroumd the Max. Pipe Annular Space, Min. Sealant Diameter, in. in. Tness; in. — 1-1/2 --hick— 1./2 3/8 to 3/4 2 1/4 to 3/8 I Project: The 7remco products used abore have bcm tested m accords with the following: _JGrill(llll AS'FM FS 14 (19.1479) Sl lord Tcst M,IhW for 11vuuyJt Pencgaziun Firesloppillg. _d541IIer. Date: 8/08/97 .Drawing: TR-2184 Jignnlure� - Approved by: J. Pitcole I went form. additional 'I he about dacribW ma mbly has b= testcd and is bucd w both past and anuci- patcd perfom "criwris. Tmmco shill not W W N19IW aly awft", 4YW1 ur W"- seyue"aal, muhing fmm use of dds material or deign Tm eha only be responsiblc 1- -Plaodlg matvrW found to be dof.aw, Required"' �'"' Yes No WL 2159 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Gypsum Walls using TREMstop IA. F-Rating = 2 Hr. T-Rating = 2 Hr. TL 09DOOO 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale 1Q Pre -Rated Gypsum Wallboard/Stud Wall Assembly h` Plastic Pipe - Nom 1-1/2" diam. (or smaller) Sch. 40 PVC pipe for use inclosed or open piping systems. The annular space shall be min. 1/4" to max. 518" within the fsrestop system. 0 TREMstop IA - Min. 3/4" thickness of sealant applied within opening. Additional sealant Project: Location: Installer: to be installed such that a min. 3/8" crown is formed around the penetrating item. The Trcmco produas owd about bavc ban aswd m accotdsnae with dw follm : • ASTM Ell/ (UL1479) SU drd Ter Mcdwd for Thrw o Pa Kwoon Firerroppmg. Date: 9/08/98 Drawing; 1W2159 Signature: i M. Starr The abovc dacribcd "s rnbly has ban tMed and is basso on both pus and aoliP- patcd performance crilcria. Tmawo shall not be liablo fa aly dumps, director run-udd sequontigl, raulling from use of Mis m wic ork..ip, TirrVtlW1p1,k, l -- for 14)4cNg mglerial found to be defective. I or 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Gypsum Walls using TREMstop IA. F-Rating = 1 and 2 Hr, T-Rating = 2 Hr. a 3' 1Q Pre -Rated Gypsum Wallboard/Stud Wall Assembly Plastic Pipe - Nom 2" diam. (or smaller) CPVC pipe fo The annular space shall be min. 1/4" tom 3� TREMstop IA - Min. 1/2" thickness of sealant applieq 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale the system. sealant - I The Tremco produas used zb n have bcoo I ? j le m ecewdanm with the following, The above dwejihW Ni mhty hm ban ... LOCation: AS rM F'814 (UL1479) Standard Test and Method lcsted u based on both past and anb4#0i n for Through Penelretim FirestapPuy :11 paled porformana oreocm. rmmco shall oo Installer: Signature: 6/30/97 Thawing:_ TVA ,ved by J. Pitcole bo lialda tinany tlYruy{4a, ducal ur can• #Wuential, ruWWl& tiom use of Ihis nUldv or deign. Tmnco #hill onty be rcepobst4P for rF7'taeu4t material fomd to be dcfadse. 0 VV 1. ZOOZ O G) Project: ". tion: Installer: 1 and 2 Hour Fire Rated Through Pre -Rated Gypsum Wallboard/Stud Wall Assembly Penetration Firestop for Single Plastic Pipe through Gypsum Walls using FYRE-CAN SLEEVE, 3735 Green Rd. Beachwood, OH, 44122 F-Rating = 1 and 211r. Drawing not to scale Plastic Pipe - A) Nom. 4" diam. (or smaller) Sch. 40 solid or cellular -core PVC pipe for use in open or closed piping systems. B) Nom. 4"' diam. (or smaller) Sch. 40 solid or cellular -core ABS pipe for use in open or closed piping systems. FYRE-CAN SLEEVE - Intumescent device installed around pipe and tightened with a hose clamp. Prior to installation, the gypsum wall is notched on one side to allow insertion of the device with the hose clarrlp into the opening. See table below for system specifics: Nom. Pipe Diam. of Annular Space Diann. in. Device Size Opening (inJ _ (in,) 1-1/2 TS1.5 3 1/2 2 TS2 3-1/2 1/2 3 TS3 5 1/2 4 TS4 6-1/2 1/2 Packing Material (optional)- Foam backer rod firmly packed into opening as a permanent form. TREMstop 1A - Min. 1/2" bead of sealant applied within annulus, flush with both sides of wall. Additional material installed such that a min. 5/8" crown is formed at the sleeve/wall and sleeve/pipe interfaces. Th Tsmtce pudws used above bave bum trod is suo a.. w.W the (dbwWe: ASTM U14 (UL.14W) Su,Wrd Tw Mato.W fv Thtwgh Pvstossoas Fsopoppss, Date: 8/31/98 I Drawing: TW-21W Signature: Approved by: M. Start I The above dosirtbed isacmbly has been tested snd is based eo both psus and anUci- Patd Pcrforowtcc cmmna. Trento sIW I n tic lubk for 4ny damat{cs, dim, or coo K4"nual, tssdtin8 from use of this maul w do vL Tntnco slWl ody bo tcspwu,bl, fur replacing s 1`101 found to be dcmiivc. "n J U a e rys t to WJ 2017 O 2 0 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Concrete Walls using FYRE-CAN SLEEVE. `1I 1.�l��ll>�i 3735 Green Rd. Beachwood, Old, 44122 F-Rating = 2 Hr. Drawing not to scale Pre -Rated Concrete or Concrete Block Wall Assembly - Min. 5" thickness Plastic Pipe - A) Nora. 4" diam, (or smaller) Sch. 40 solid or cellular -core PVC pipe for use in closed or open piping systems. R) Nom. 4" diam_ (or smaller) Sch. 40 solid or cellular -core ABS pipe for use in closed or open piping systems. FYRF.-CAN SLEEVE; - Intumescent device installed around pipe and tightened with a hose clamp. Prior to installation, the concrete wall is notched on one side to allow insertion of the device with the hose clamp into the opening. See table below for system specifics: Nom. Pipe Dimon. of Diann in. Device Siur Opening (in.) Ann(ulaSpace 1-1/2 TS1.5 3 0.12 2 TS2 3.1/2 0 - W 3 TS3 5 0 -12 4 TS4 6-1/2 0.12 Packing Material (optional)- loam backer rod firmly packed into opening as a permanent form. TREMstop IA - Min. 1/2" bead of sealant applied within the annulus, flush with both surfaces of wall. Additional material to be installed such that it min. 5/8" crown is formed at wall/sleeve and pipe/sleeve interfaces. PrOJOct: TmTro Po4suwMammoDocb... land is awwda"c Wkk" Location_ ' KMPJiUOJLIW4"k wdrd Tw MnOad %wT+�YYYrraawaiaa /acNoppinF lnrtwler: Date: W"a Drawing; TJ-2017 SI�►ture: Approved by: M. Start TU IWN dra abW 4R*R*Y Ins Ono W" and is bow On"past and SAO- Ps "prrfunwaa atom Tnm"o quit rot be awd 1dt a"Y dwwm diwR or um- o dug Ord T *Qabbo nspaw�'� ur,aphyrµ nrwMl wow vt m aora+P"r. I or 2 Hour Fire Rated Through Penetration Firestop for Single Metallic Pipe through o L Gypsum Walls using sys t ea` TREMstop IA. WL 1158 F-Rating = i and 2 Hr. T-Rating = 1/4 Hr. �U'q 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale iQ Pre -Rated Gypsum Wallboard/Stud Wall Assembly 0 Metallic Pipe - A) Steel Pipe - 12" diam. (or smaller) Sch. 10 (or heavier) steel pipe. B) Iron Pipe - 12" diam. (or smaller) cast or ductile iron pipe. C) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. D) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe. The annular space, shall be min. 0" to max. 1" within the ftrestop system. 3Q TREMstop IA - Min. 1/2" thickness of sealant applied within opening. Min. 1/4" cant bead of sealant to be applied at point contact. Project: The Te produ uod above hart b« wood in aovwdow uh she foUow.nr The Wove 4a ibw a bly Its boon Location: /STM FA1d (ULIs79) St.WW Tor Medwd coned end Is bawd ao both Pen and -60- fr Tb.%h PawoNim FiwoopWW. POW parfogmvw Or'" . Twnwo sIWI not - installer. bs IinbM far my damada, 4iseat ar twn- "qua7tW4, ttpWU%Gam W of this ttwtenal Date: iv;BB Drawing: TW-1158 tr deaipt. Ttemw atoll Dory be wspa ,ble Signature: Approved. by: M. Starr fa nogtwn(t nrwtial ftwtW wbc dekttive. CAJ 1302 2 How Fire Rated Through Penetration Firestop for Single U LI OUB09® Metal Pipe through 3735 Greeds Rd. t� Concrete Floors or Walls Beachwood, OH, 44122 using TREMstop IA. F-Rating = 2 Hr. T-Rating = 0 Hr. r, Drawing not to scale t Q a d • C Pre -Rated Concrete Floors or Block Walls = Min. 4-1/2 thickness. 2Q Metallic Pipe: A) Steel Pipe - 8" diam. (or smaller) Sch. 10 (or heavier) steel pipe. B) :Iron Pipe - 8" diam. (or smaller) cast or ductile iron pipe. C) Conduit - 4" diam. (or smaller) EMT or steel conduit. D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. E) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe. 3Q Packing Material- See table below for mineral wool insulation (min. 4.0 pcf) requirements. ® TREMstop IA- See table below for minimum thickness of sealant. Apply sealant flush with top of floor surface or with both sides of the wall assembly. Atmular Space Km. Packing Material Mim Thiokveaa F-Rating _�atlge. m. T_ _hickneae. ICI .,o µ 1/2 to 1-3/8 0 1 2 1/2 to 1.3/8 4 112 x Project: Location: Installer: I_ Signature: The Tt W"d Und.b n have been tetrad m wowdr mdt On (allowing - ASTM 6a14 (tn.l4T9) StwWwd Tea Medwd [Or Tko* PawUatim Fw=Wppw& 9/18/88 Drawing: TR-1302 od by: M. Start _ TU aaotc dwmbod 4 s ft Im Uq Mod NW is bfod=boW pan aid m4d- P"dpafom aura(* Tttaloo"lot be Ii" for as tom. &Md Of Wa- tatata" t"WN& ftW toe Of dub WAsaid w drolVa, Tmw 6d a* bo tapaa3b AV tWtatWg axiaid toad W be ddoam. �I ✓ Apr-27-01 08:27P, P.O1 2000 'r;m,.'gfY Penetration Fire Stoe Systems No. FS 534 F = fION SEAL (Mechanical) ling Item Type B k,,.. Assembly F & T-Ratings) 1 3C 1 FLOOR/CEILiNG ASSEMBLY: The fire -rated floor/ceiling assembly shall consist of min. 5.42 in. thick normal weight (100.150 pef) reinforce4 concrete. PENETRATING PIPE: Schedule 40 plastic pipe of either iaolyvigy1 chloride (PVC.) pipe, ABS, or cellular wail PVC (Foam -cote), penctrau the floor a>scmbly. Fcr use n vented (drain, waste or vent? piping systcros.piameter of penctraung pipe determines the model number of Fyrecan@J device' to be used 3 FIRESTOP DEVICE: The Fyrecanv fire stop devil e is aoni , i Iollowirg: l coed of the wn ruin rHiE OMEGA POINT LA190FAt� p 1E _h1A� N HE U � r � 373 �n•v UO T+ UO•-.p IV•410 MOf C444 _ �L Underwriters Laboratories Ine.a January 6, 2994 Tremco Ltd. Mr. Robert Buchanan 220 Wieksteed Ave. Toronto, Ontario M4H 1G7 Canada our Reference: File R13423 I—rcv r.ny 333 PMnpetm Raw NW010 ok lWn* 0006Z-= (7oe) 272-4800 FAX 10. (709) 272413 .44 Mat No. 254-3N3 Cabe ULINC V011THWOK. IL Teiec no. B902u3343 Poat•tt•• brand fax transmittal memo 7971 1 r at peg . _ r" A-L&+ u•:. Ik• !�... T,e". {. �,✓ VL Of . OMe FAX +If11.-5'�7-2,Yvy e7aq..Z:1-xczc Subject: Copper Tubing and Cast Iron Pipe Dear Mr. Buchanan: This is in response to your fax of January 5, 1994 regarding your request for UL to conduct an engineering study on t•.e substitution of Tyyppe M copper tubing for Type L copper tubing for System Nos. CAJ1047, CAJ1064 and CA.71179. Based upon our review of previously established fire tast data, we have determined that the Type M copper tubing may be substituted for the Type L copper tubing in System Nos. CAJ1047, CAJ1064 and CAJ1179. As we also discussed during our telephone conversation of January 5, 1994, cast iron pipe may be used in place of steel pipe assuming that the pipe thickness is the same (or greater) and the diameter is the same (or, smaller) than that shown for each specific system. If you have any questions, please contact the writer. very truly yours, THOMAS 7. MICHALSKI Senior Project Engineer Engineering Services, Dept 411 Reviewed by: RICHARD N. WALXE Engineering Group Leader Engineering Services, Dept 411 'r A tiotaor-Vdk Oe&UW to DubQe� �.W NA