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Home My WebLink AboutBLDG1307-0077-EngineeringBroward County Board of Rules and Appeals One North University Drive, 3500-B Fort Lauderdale, Florida 33324 Effective: March 15, 2012 Telephone: 954.765.4500 Facsimile: 954.765.4504 FORM FOR "SPECIAL BUILDING INSPECTOR" SECTION 110.10 — BROWARD COUNTY ADMINISTRATIVE CODE AND THE 2010 FLORIDA BUILDING CODE NOTICE TO PROPERTY OWNER: You are hereby directed in accordance with Section 110.10.1 of the Broward County Administrative Code and the Florida Building Code to retain a Special Structural Inspector (A Florida Registered Architect or Licensed Engineer) to perform the following mandatory or discretionary inspections, as outlined in Sections 110.10, 1822, 2122.2.4, 2218.2, R4407.5.4, 2223.1 1.1, 1927.12.1, 1927.12.2, R4405.9.12.1, R4405.9.12.2, R4408.5.2 & R4408.10.11 of the Florida Building Code and submit progress reports, inspections reports, and a Certificate of Compliance to the Building Official as per Sections 110.10.6 and 110.10.7 of the Florida Building Code. Note: The Building Official determines which discretionary inspections are to be delegated. DATE: March 11. 2913 IDENTIFICATION, CONTROL OR BUILDING PERMIT # PROJECT NAME: Parkland Golf and Country Club — Lot 39D JOB ADDRESS 10230 Cameilla Street. Parkland ZIP 33076 LEGAL DESCRIPTION: FOLIO # A. MANDATORY INSPECTIONS TYPE BY CODE: I) Precast Concrete Units — Section 1927.12.1, R4405.9.12.1, 110.10.2.1. Yes 0 No El 2) Precast Concrete Units — Section 1927 12.2. R4405.9.12.2, 110.10.2.1 Yes 0 No El 3) Reinforced Unit Masonry — Section 2122.2.4, R4407.5.4, 110.10.2.2 (per ACI 530.1 -05 -Level B Quality Assurance)" 'unless noted otherwise on plan Yes 0 No El 4) Connections—Section 2218.2, 110.10.2.3 Yes 0 No 5) Metal System Buildings — Section 2223.1 1.1, 110.10.2.4, R4408.10.1 I Yes 0 No B. DISCRETIONARY INSPECTION TYPE BY BUILDING OFFICIAL: I) Building Structures or part thereof of Unusual Size, Height, Design or Method of Construction and Critical Structural Connections — Section 110.10.1.1 Yes 0 No 2) Windows, Glass Doors and Curtain Walls on buildings over two (2) stories — Section 110.10.1.1 Yes 0 No El 3) Pile Driving Only — Sections 1822, R4404.13, 1 10.10.1 1 Yes 0 No 4) Precast Concrete Units — Section 1822, R4405.9 12, 110.10.2.1 Yes 0 No El 5) Reinforced Unit masonry — Sections 2122.2.4. R4407.5.4, 110.10.2.2 Yes � No 0 Yes 0 No 6) Other C. MANDATORY DOCUMENTATION I) Inspection schedule stating the specific inspection that will be made and at what phase of construction must be submitted with this application. 2) Progress Report/Inspection reports during construction in accordance with Section 110.10.6. 3) Certificate of Compliance must be submitted prior to the scheduling of the final building inspection, Section 110.10.7. Owner's Signature, Printed Name: SPECIAL BUILDING INSPECTOR: ❑ Registered Architect and/or ® Licensed Engineer ACKNOWLEDGMENT Permit Holder's Signature: ! / 1 _ Printed Name: __VeA iY�ti �1 �Y License # (if applicable) CAC 05,5_(' �rJ .�% �� Signature of ecial Building In Printed Name of Special Building Inspector D. Mark L r7 ossed Seal AN ate Address of Special Building Inspector 159' V 306 Ave f uite 20. Boynton Beach. FL 33426 State of Florida Registration ix 35683 ,j Fax 4 (5614 752-5542 Telephone # X611 752-5440 Building Official (or designated representative) Date: 1(1.5/13 ***BE ADVISED THIS DOES NOT PRECLUDE YOU FROM OTHER MANDATORY INSPECTIONS IN THE CODE*** G:\SHARED\Forms\2010 FBC Special Bldg Insp Form doc s.�oGl NEkyc VO Q Z y to ,PapI 'SI. - SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach STATEMENT OF INTENT AND SCOPE OF WORK FOR ENGINEERED UNIT MASONRY March 11, 2013 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB — LOT 39D 10230 CAMEILLA STREET, PARKLAND, FL 33076 Building Department: We, Specialty Engineering Consultants; Inc, shall personally inspect the entire "Engineered Unit Masonry" system for this building, including but not limited to the following: 1. Masonry units, mortar, grout and reinforcing steel met specifications. 2. Dowels properly placed with adequate spacing. 3. Steel column ties in columns, pilasters and beam elevation transitions properly placed, tapped and tied. 4. Masonry field work: head and bed joints, horizontal joint reinforcing installed correctly, cells free of excessive mortar fins, walls level and plumb tolerances. 5. Monitor grout placement, verify grout slump, proper consolidation of grout and proper low or high lift grouting procedures were followed. 6. Correct embedment of reinforcing steel, bolts, ties, etc. 7. Compliance with ACI 530-08/ASCE 5-08 and commentaries, approved plans and 2010 FBC. This letter of intent is to be followed up by an Inspection Certification for Unit Masonry which attests to the above. Respectfully submitted, Specialty • eering Consultants, Inc. D. Ma Partner c. PE State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 March 11, 2013 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach LETTER OF INTENT FOR SPECIAL INSPECTOR FOR TRUSS ERECTION City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB - LOT 39D 10230 CAMEILLA STREET, PARKLAND, FL 33076 Building Department: Please be advised that we, Specialty Engineering Consultants; Inc, have been retained by Toll Brothers, Inc. to supervise the erection of trusses with bottom chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building Code for the referenced project. This letter of intent is to be followed up by an Inspection Certification for truss erection which attests to the above. Respectfully submitted, Specialty E I • ineering Consultants, Inc. D. M Partner eBianc, PE State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 •Toll Architecture III September 26, 2013 Building Official City of Parkland Building Department RE: GIRDER TRUSS CONNECTION REPAIR-SAVIERO Parkland G&CC — Ambassador Dear Sir, The two steel buckets which provide connection for the girder trusses "Al G" and "WG1" were installed with (3)3/4" dia. through bolts contrary to the 4 required by detail "1/S5.07" on the construction set of plans. After reviewing the truss manufacturer's uplift values and calculating the allowable values for the installed condition, we accept the current assembly as acceptable to resist all required loads. Please see the picture below for the clarification of location. i 3 I• BUCKET CONNECTIONS IN QUESTION / I1111I11.I111thIraIIeliI acr wM,n innn (Picture a — locations of the girder truss buckets) Sincerely, Sang-Yub Lee, P.E., M.S. (FL #72328) Toll Architecture 2966 Commerce Park Drive Suite 100 Orlando, FL 32819 PHONE: 407-248-5843 '7/Z.7l/ FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando, FL 32819 • (407) 248-5800 • FAX: (407) 248-5899 HORSHAM • PHILADELPHIA • ORLANDO • SCOTTSDALE • LOS ANGELES A Toll `Brothers COMPANY UToil Architecture September 26, 2013 Building Official City of Parkland Building Department RE: GIRDER TRUSS CONNECTION REPAIR-SAVIERO Parkland G&CC — Ambassador Dear Sir, The two steel buckets which provide connection for the girder trusses "Al G" and "WG1" were installed with (3)3/4" dia. through bolts contrary to the 4 required by detail "1/S5.07" on the construction set of plans. After reviewing the truss manufacturer's uplift values and calculating the allowable values for the installed condition, we accept the current assembly as acceptable to resist all required loads. Please see the picture below for the clarification of location. i i i BUCKS !CONNECTIONS IN QUESTION Iaea:l��I '"_ I111jI_I111I_IaL L ■ (Picture a — locations of the girder truss buckets) Sincerely, Sang-Yub Lee, P.E., M.S. (FL #72328) Toll Architecture 2966 Commerce Park Drive Suite 100 Orlando, FL 32819 PHONE: 407-248-5843 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando, FL 32819 • (407) 248-5800 • FAX: (407) 248-5899 HORSHAM ■ PHILADELPHIA ■ ORLANDO IN SCOTTSDALE ■ LOS ANGELES A Toll cBrothers COMPANY 7/ i_ 7 .// ?, •Toil Architecture. November 05, 2013 Building Official City of Parkland Building Department RE: MULTIPLE ITEMS — SAVIERO VERSAILLES Parkland G&CC — AMBASSADOR, Lot 39D Dear Sir, We have reviewed the area of concern at the Saviero Model on Lot 39D and have the following clarifications. 1.) The wall girder truss located adjacent to the dining room has been attached using alternate anchorage. The Permit set call for the use of (2)FGTR Simpson hold- downs. The actual installation includes (1)FGTR and (2)3/4" x 10" long Titen HD anchors into the vertical member of the truss and the adjacent masonry wall. This installation was analyzed for loading using Simpson design guides and found to satisfy the uplift loads and requires no further modification. See the layout below for location. BASE PRO, ES' . BTU U— 6731 lbs G. 12637 Ibs U= 4617 Ib, IG= 6548 Ibs — C. T. T' I // iMi=iG. T \o ¢(J ca v EE v_ CO Et 1- II , UJ C C d (Picture a: location of the alternate connection.) 2.) The girder truss at the garage calls for (2)HETAL20 straps. One strap was missed. The acceptable alternative connection is (1)HETAL20 and (1)HTT4. See picture below for location. FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando, FL 32819 • (407) 248-5800 • FAX: (407) 248-5899 HORSHAM • PHILADELPHIA • ORLANDO ■ SCOTTSDALE ■ LOS ANGELES A `Toll `Brothers COMPANY UToil Architecture. II , 1111 r 1111 11 -----L All ui---- -r- ir---T II 2/S5.03 37 lbs 8 lbs (2) SIMPSON HETAL20 (Picture b: location of the alternate connection.) 3.) The 2x4 stud pack at the end of the interior bearing wall located at the rear of the house has no detail for connection on the plans. Provide (1)HTT4 or HTT5 to attach to the foundation. See picture below for location. '11111711 ANO 1s'm gfgM WF -1.33A 2X4 WOOD BEARING WALL WITH STUDS 4 l� 12" 0.C. SECURE END S1UD TO MASONRY WR HIL11 1 (Picture c: location of the alternate connection.) Sincerely, Sang-Yub Lee, P.E., M.S. (FL #72328) Toll Architecture 2966 Commerce Park Drive Suite 100 Orlando, FL 32819 PHONE: 407-248-5843 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 ■ Orlando, FL 32819 ■ (407) 248-5800 ■ FAX: (407) 248-5899 HORSHAM • PHILADELPHIA ■ ORLANDO • SCOTTSDALE • LOS ANGELES A `To11 `Brothers COMPANY Toil Architecture November 05, 2013 Building Official City of Parkland Building Department RE: MULTIPLE ITEMS — SAVIERO VERSAILLES Parkland G&CC — AMBASSADOR, Lot 39D Dear Sir, We have reviewed the area of concern at the Saviero Model on Lot 39D and have the following clarifications. 1.) The wall girder truss located adjacent to the dining room has been attached using alternate anchorage. The Permit set call for the use of (2)FGTR Simpson hold- downs. The actual installation includes (1)FGTR and (2)3/4" x 10" long Titen HD anchors into the vertical member of the truss and the adjacent masonry wall. This installation was analyzed for loading using Simpson design guides and found to satisfy the uplift loads and requires no further modification. See the layout below for location. BASE PRO\ BN. U— 6731 lbs C. 12877 lbs c4 7 // G.T. 4.24 1 1 — _ L 1 _ — — — 1 — — L — — (Picture a: location of the alternate connection.) 2.) The girder truss at the garage calls for (2)HETAL20 straps. One strap was missed. The acceptable alternative connection is (1)HETAL20 and (1)HTT4. See picture below for location. FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 ■ Orlando, FL 32819 • (407) 248-5800 ■ FAX: (407) 248-5899 HORSHAM ■ PHILADELPHIA ■ ORLANDO • SCOTTSDALE ■ LOS ANGELES A 7b11 `Brothers COMPANY 37 Ibs 8 lbs `?011 Architecture II I II u!--�-- - r-- Ii it - -T 2/S5.03 ti (2) SIMPSON HETAL20 1-1 n (Picture b: location of the alternate connection.) 3.) The 2x4 stud pack at the end of the interior bearing wall located at the rear of the house has no detail for connection on the plans. Provide (1)HTT4 or HTT5 to attach to the foundation. See picture below for location. Nuav mo ;L1.1-1- 2X4 r'1T 2X4 STUD PACKAGE \ 411; 11S5.02 A 2X4 WOOD BEARING WALL 1MTH STUDS 9 12" O.C. SECURE ENO STUD 1O MASONRY WAS" 0 HILT1 1 (Picture c: location of the alternate connection.) Sincerely, Sang-Yub Lee, P.E., M.S. (FL #72328) Toll Architecture 2966 Commerce Park Drive Suite 100 Orlando, FL 32819 PHONE: 407-248-5843 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 ■ Orlando, FL 32819 ■ (407) 248-5800 • FAX: (407) 248-5899 HORSHAM • PHILADELPHIA ■ ORLANDO ■ SCOTTSDALE ■ LOS ANGELES A `Toll `Brothers COMPANY November 8, 2013 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach Re: PROJECT: TOLL BROTHERS — PARKLAND GOLF AND COUNTRY CLUB 39D @ 10230 CAMEILLA STREET, PARKLAND, FL PERMIT # 1307-0077 Building Department: We have personally inspected the complete "engineered unit masonry" system for this building. includes all of its components such as; steel placement; horizontal joint reinforcement; vertical reinforcing steel for the concrete masonry units and all associated tie beams, tie columns, etc. have monitored and verified grout placement. We find that all aspects of this system conform to the approved plans and the Florida Building 2122.4 and BCAC 105.10.2.2. Respectively submitted SPECIALTY EN3I RING CONSULTANTS, INC. Gary McDougle, PE Partner State of Florida: Registered Professional Engineer #0056214 1 2 2013 This inspection and horizontal In addition, we Code, sections 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 November 8, 2013 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach Re: PROJECT: TOLL BROTHERS — PARKLAND GOLF AND COUNTRY CLUB 39D @ 10230 CAMEILLA STREET, PARKLAND, FL PERMIT # 1307-0077 Building Department: We have personally inspected the truss system on the above referenced property and find the trusses are erected properly and without any apparent damage. We have checked all aspects of this truss system — roof trusses and floor trusses, where used — including, but not limited to the following components. 1. Proper size, grade and species of lumber used in the assembly of each truss per engineering. 2. Nail -on position or press -on plates checked for proper size and position per engineering. 3. Trusses and girders checked for proper anchorage for both gravity Toads and uplift loads. 4. Lateral bracing applied to truss members per engineering and building code. 5. All other bracing to resist lateral forces, in addition to that specified by truss engineering, has been applied as required by the Architect -of -Record's approved plans. This includes the addition of shear walls, let -in wall bracing, floor system bracing, proper positioning of sheathing, etc. We have also inspected any repaired and/or modified trusses and have ascertained that they have been corrected in accordance with: "Sealed" repair engineering supplied by the truss engineer. All engineering sheets for repaired and/or modified trusses are included herewith. Respectively submitted, SPECIA TY NGINEERING CONSULTANTS, INC. Gary McDougle, PE Partner State of Florida: Registered Professional Engineer #0056214 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 November 8, 2013 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach CERTIFICATE OF COMPLIANCE FOR TRUSS ERECTION City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: TOLL BROTHERS — PARKLAND GOLF AND COUNTRY CLUB 39D @ 10230 CAMEILLA STREET, PARKLAND, FL PERMIT # 1307-0077 Building Department: Please be advised that we, Specialty Engineering Consultants; Inc, monitored the erection of trusses with bottom chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building Code for the referenced project. We find that all aspects of this system conform to the approved plans and the Florida Building Code. Respectfully bmitted, Specialty;, ±in ering Consultants, Inc. Gary McDougle, PE Partner State of Florida: Registered Professional Engineer #0056214 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 AREA CEILING AREA GARAGE COMMON WALL EXTERIOR WALLS GALE INSULATION SIO # 401435088 CERTIFICATE OF INSULATION — INSTALLATION JOB ADDRESS 10230 CAMEILLA ST PARKLAND, FL LOT 39D PARKLAND BUILDING PERMIT # L34,0.4,- 190-7. 3(, 0.4,.1307. Oar -7 STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code, Chapter 52, and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R -value as set forth below: TYPE FIBERGLASS BATT FIBERGLASS BATT REFLECTIVE FOIL THICKNESS 12" 3.5" R -VALUE R-38 R -11 .75" R-4.1 MANUFACTURER OWENS CORNING OWENS CORNING FI -FOIL COMPANY COMMERCIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame/Metal Stud Walls R-11 (min); CBS or Concrete Walls R-3 (min) by Energy Code requirements. See Energy Code, Rev. 1/87, paragraph 903.2(b), on page 0-17, latest edition. These "minimum levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. INSULATION CGC1512179 CERTIFICATION DATE: MAR. 14, 2014 INSULATION CONTRACTOR'S SIGNATURE: � BUILDER: TOLL BROS. SIGNATURE: I PERSONALLY KNOW THE AFFIANT, PAMELA FENTON. Sworn to and subscribed before me this % day of 044 , 2014 fie,A7l Notary Public, State of Florida 1 • MELISSA S. SAPP r. Notary Public - State of Florida My Comm. 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RESOLUTION ND. 2011-05 2 3 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF PARKLAND, FLORIDA, FOR ANTI -MONOTONY 5 APPROVAL FOR PARKLAND GOLF AND COUNTRY 6 CLUB SINGLE FAMILY RESIDENTIAL DWELLING UNIT 7 ELEVATIONS, CASE NUMBER 09 -CAB -10, LOCATED g WFTH[N THE PARKLAND GOLF AND COUNTRY CLUB 9 RESIDENTIAL COMMUNITY. 10 11 WHEREAS, the City Commission, as the governing body of the City of Parkland; 12 Florida, pursuant to the authority in Chapter 163 and Chapter 166, Florida Statutes, and the 13 _Code of Ordinance is authorized and empowered to consider petitions related to zoning and 14 land development orders; and 15 16 WHEREAS, the notice and hearing requirements as provided in the Code of 17 Ordinances.have been satisfied; and 18 19 WHEREAS, the parcel possesses a Future Land Use Designation of Residential 2.5 20 t, "`r ^�-�-5' and Residential e l(R-3") with a zoning designation of Planned Residential 3 t 21 Development ("PRD"); and 22 23 26 WHEREAS, the petitioner has provided four (4) Collections with each Collection 27 having various models and elevations, six (6) exterior colors and twelve (12) exterior color 28 series for the Parkland Golf and County Club project and WHEREAS, the Code of Ordinance requires City Commission approval of elevations to avoid similar homes buitt adjacent to each other; and 10 30 WHEREAS, the City Commission has considered the evidence and testimony ;I presented by the Petitioner and other interested parties and the recommendations of the 32 various City of Parkland review agencies and staff, and 33 34 WHEREAS, the Planning and Zoning Board on January 13, 2011 voted to 35 recommend approval of the petition by a 7-0 vote; and 36 37 NOW, THEREFORE, BE (T RESOLVED BY THE CITY COMMISSION OF THE CITY OF 38 PARKLAND, FLORIDA that SECTION 1. The Community Appearance Board petition of Parkland Goif and Country 41 Club is hereby APPROVED, subject to the conditions of approval contained herein, which are 42 in addition to the general requirements otherwise provided by ordinance: 1. This approval is based upon the Toll Brothers plans stamped dated 45 February 22, 2011 by the Planning & Zoning DeparLiI lent_ R coluSon Number 2011-05 Pape 1of3 3 6 8 9 10 11 12 13 14 15 15 17 18 19 21 22 23 94 25 1 27 2.8 -7o 30 31 33 32 36 37 38 . 41 44 45 47 48 2. All conditions and approvals of he Parkland Golf and Count' Club project not specifically amended by this application are still in effect and shall govern the development. 3. A site plan shall be required for all landscape buffers, free standing signs, utility structures, and entry features. 4. No houses within Parkland Golf and County Club shall be alike in elevation of colors used in accordance with Section 13-100 of the Civ of Parkland Code of Ordinances. 5. Nothing Dpntained herein shall be deemed to grant the applicant any rights tD construct any units without compliance with all other requirements contained in any rezoning or plat approval and in no case shall this approval vest the applicant any rights to density over and above that provided for in the plat and rezoning ordinance or obligate the City to approve any site plan or other development permit application -of any kind. This approval relates solely and exclusively to a determination of monotony under the City's ant} -monotony regulations and grants no other rights Or entitlements of any kind to the aDpiicant. 6. The following shall be provided, at a minimum, as part of the Parkland Golf and County Club project i. Engineered wood products such as plywood and trusses shall be utilized in the construction of new houses. ii. Energy efficient heating and air condiooning units shall be provided with all new units. All air conditioning units provided will have a minimum 13 SEER (seasonal energy efficiency ratio) rating and shall utilize Puron Refrigerant. Ail HVAC systems provided with the new houses shall be fitted with programmable thermostat. iv. Cental HVAC- systems provided with new houses shall have mastic sealed ductwork, v. House wrap shall be utii17ed on any frame -wood exterior component of new houses. vi. All appliances provided in the new homes shall be Energy Star or better. vii. All shower heads, faucets and toilets installed in the new homes shall be low -flow. viii. Carpeting made with N-6 nylon fiber, a fully recyclable, earth -friendly product shall be offered to new homeowners. ix. All prototypical landscape plans shall exceed Code requirement that 25% of the landscape materials shall be native species. The prototypical landscape pians shall provide 100% native shade, accent and street trees and shrubs and provide 100% drought tolerant shade, accent and street trees and shrubs and provide 100% drought tolerant shade, accent and street frees and siir!bs which have low to me -ilium water needs. To further conserve water, the prototypical landscape plans shall expand the mulch beds and reduce the areas covered with high water demand sod. The prototypical landscape plans shall place the landscaping close to the houses providing optimal shading patterns on the walls, windows, and the immediately adjacent ground which Resok ion Ntmb>r 2011-05 Rape 2u 3 limits haat transfer into the house_ Landscaping is to be used to shade the air conditioning units and the area around it. 3 x. Single pane impact glass shall be provided for new houses. A xi. Low volatile organic compound (VOC) paints shall be utilized for interior 5 walls of new homes. 6 xii. The interior lighting of new homes shall be fitted with Compact 7 Florescent Light Bulbs (CFL's), as determined by the City of Parkland. 8 krill. All new signage at Parkland Golf and Country Club, if equipped with 9 lighting, shall be fitted with solar powered lighting with the exoption of 10 entry wall subdivision signs for development pods. 11 xiv. Concrete wash out areas shall be provided during construction to i2 ensure proper disposal of concrete. 13 xv. Reclaime-d water (i.e. purple pipes) shall be utilized for irrigation 14 purposes unless NSD series in writing that it does not intend to provide 15 reclaimed water to the pods impacted by this approval. 16 xvi. All new heated pools or spas shall be heated by non -electrical means 17 (Le-. solar, gas or geothermal). 18 xvii. Ceiling Insulation utilized in the cnsruction of the new homes shall 19 have a thermal resistance rating (r -value) of R-38. 20 xvili. All exterior residential light installed with new homes shall be 6.6,61 21 energy efficient and not incandescent. 22 xix. Roof overhangs on homes within Parkland Golf and Counter Club shall 23 be a minimum of sixteen (16) inches. '4 7. A maximum of thres homes of the Villa Garcia Model, Ambassador 75 Collection shall be constructed on Lot 86 through Lot 95 of Block D (Pod 17) of Replat #2 recorded in Plat Book 174, Page 137 -161_ 28 SECTION 2. This Resolution shall become affective immediately upon adoption. 30 PASSED AND ADOPTED this 2 day of ! . 2011. 31 /, / - i" -.z•-; Dt ',Q F PA L.AN D A //) ,f j., 3� 37 ATTEST: 39 -`rt 25.r %. - f�.`1. ',c 40 SANDRA COU/'O, CMC( 41 CITY CLERK 4v 47 AA Psclu6an Numbs 2011-05 f t MICHA/ UDINE, MAYOR l i. Paoe 3 of 3 SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLD/SPECIAL INSPECTION REPORT GAG � PROJECT: CLIENT: ;Q // CONTRACTOR: INSPECTION TYPE: 5"(7C"G t•4, PROJECT LOCATION: MEMBERS / AREAS INSPECTED: Dade • Broward • Palm Beach DAY: { DATE: l 9.-- PERMIT No. E0-7 - 0157 TRACKING #: PERFORMED BY: DISPOSITION / RESULTS: I esv f S 2.e rhsea,7 _A14W Ih-jK/ ""'"en. GENERAL NOTES: /yi(I(Incpi/e o4. ler-S Q/i i Gole,r) J fi /& f /rtticte-( ncr#1.r05 ktA ! 13 T'ra Respectfully submitted, DISTRIBUTION COPY: Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpecaallnspec GG 01/04 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLD/SPECIAL INSPECTION REPORT CONTRACTOR: INSPECTION TYPE: PROJECT LOCATION: PROJECT: CLIENT: lL MEMBERS / AREAS INSPECTED: ) 3 q /) DISPOSITION / RESULTS: GENERAL NOTES: Dade • Broward • Palm Beach DAY: DATE:// 7 2 ( ( -�7 PERMIT No. 1 " Ob - TRACKING #: c-xe PERFORMED BY: Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpec allnspec GG 01/04 / DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLD/SPECIAL INSPECTION REPORT PROJECT: pc -7 CC 7/( 6,t4€ - CLIENT: CONTRACTOR: INSPECTION TYPE: PROJECT LOCATION: 4cc 4411 MEMBERS / AREAS INSPECTED: DISPOSITION / RESULTS: GENERAL NOTES: Dade • Broward • Palm Beach DAY: DATE: `0—'' '/P3 PERMIT No. (Q7- ao."77 TRACKING #: '2. /' di5e ¢ % PERFORMED BY: Di/ Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpeciallnspec GG 01/04 . flat DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach THRESHOLD/ ECTAL INSPECTION REPORT �1 PROJECT: DAY: J 4JAd-e CLIENT: J V 1) f' DATE: /U 1I I3 CONTRACTOR: PERMIT No. 9 71 INSPECTION TYPE: TRACKING #: heti_pPROJECT LOCATION: PERFORMED BY: /j /4 ' > / MEMBERS / AREAS INSPECTED: /LeAti /041 -8€41-2 DISPOSITION / RESULTS: tip l' V + v GENERAL NOTES: INiat.6 GUI? 1661LC ?OLvA) lla Q PIA -0(4,- 0 4 AGA-- Fad N La Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpeciallnspec GG 01/04 DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 THRESHOL PROJECT: CLIENT: CONTRACTOR: SPECIALTY ENGINEERING CONSULTANTS, Inc. D PECIAL INSPECTION REPORT INSPECTION TYPE:/_ / PROJECT LOCATION: r�-lam C"-1// MEMBERS / AREAS INSPECTED: ka,„(-71,,,11/ DISPOSITION / RESULTS: GENERAL NOTES: Dade • Broward • Palm Beach DATE: PERMIT No. TRACKING #: 9 1c1 PERFORMED B Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpecmllnspec GG 01/04 6 -?.°7? DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLD/ //ECIAL INSPECTION REPORT PROJECT: CLIENT: --ID/ CONTRACTOR: INSPECTION TYPE: PROJECT LOCATION: ICC/ �/ /1 L, MEMBERS / AREAS INSPECTED: DISPOSITION / RESULTS: GENERAL NOTES: n_ Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpecallnspec GG 01/04 DAY: DATE: Dade • Broward • Palm Beach 9dsli3 PERMIT No. bt )(- 130 - t;O) 7 TRACKING #: I PERFORMED BY: /1 c I_ i)/1 -c,, L / ;v► (11/ 4 DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542