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Home My WebLink About05080181 DATE FILED: 10 1,1 :& ~ oS" REVISION FEE: ~. OÙ PERMIT #: 050.g· 0 I 8' I RECEIPT #: ~~(00 ST. LUCIE COUNTY DEPARTl\1ENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA A VENUE FORT PIERCE, FLORIDA 34982-5652 772-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCA TION/SITE ADDRESS: "550 <0 SU-h se-f B J vd ~ 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS:- l='O{2GoT \D Äe>:o F\AT 'RooF ON ·"?ê'RJ\.Alr-¡· 3. CONTRACTOR INFORMATION: ST. OF FL REG/CERT..!:-CC- (!D 5,73 qq ;a ST. ~UCIE COUNTY CERT #: I to 11 If . BUSINESS NAME: 1 véLCle J1) t'f1d.5 OÙç-¡ Y'1g. QUALIFIERS NAME: ¡UICh.ae.I·, T- .¡U.(ller- - ADDRESS: eX? 14- 6·'x 7'1-jJ .5ï CITY: _ 1-0121 P /£12.( c..-::: STATE ¡.c, ZIP: 3l¡q 9$ PHONE (DAYTIME): (77 ).) 4 (j & Ql.{dO FAX # c.¡ IPfp QUrY-C 4. A RCHITIENGINEER: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE FAX# ZIP: 12/19/02 5è ~~ ~~,-,~., ......r -..,..- ~r.-"",;;;:;.~;...~..-.u'~ BuildinSiJ Fee Receipt Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 Date: 13 October 2005 Receipt #: 0000026866 Job Address: 5506 SUNSET BLVD Permit Number: SLC- 0508-0181 Received By: serranob Amount: $25.00 Paid With: CK Credit Card Number: Check Number: 268 Paid By: TRADE WINDS ROOFING Sign: _·ID MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Johns Manville Corp. 717 17 Street (p.O. Box 5108) Denver ,CO 80217 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 37S-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DMSION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Y our application for Notice of Acceptance (NOA) of: Johns Manville Modified Bitumen Roormg Systems Over Wood Deck under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (HCCO) under the conditions specified herein. This NOA shall not be valid afte e stated below. acco reserves the right to secure this product or material at any time lant for quality control testing. If this product or material fails to ped CO may revoke, modify, or suspend the use of such product or materi imm e rve the right to revoke this approval, if it is determined by acco that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01-0206.17 EXPURES: O~14n006 The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division TIllS IS THE COVERSBEET.. SEE ADDmONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by' the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. -¡~ APPROVED: 06/1412001 Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office \\5045000 I \pc2000\\œmplates\nodc8 acceptance cover page.dot Internet mail address: postmaster@buildingcodeonline.com . Homepage: http://www.buildingcodeonline.com JOHNS MANVILLE CORPORATION Acceptance No.: 01-0206.17 ROOFING ASSEMBLY APPROVAL Cateszorv: Sub-Cateszorv: Roofmg APP Modified Bitumen Approval Date: June 14. 2001 Expiration Date: June 14. 2006 Deck TVDe: Maximum Desio Pressure Fire Classification: Wood -52.5 psf See General Limitation # 1 TRADE NAMES OF PRODUCTS MANuFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Soecification Descriotion 1M APP Base 150 sq. ft. roll ASTM D 5147 APP modified asphalt, fiberglass reinforced, smooth surfaced base sheet. APPeX 48 32.8' x 3.28'; 90 lb. ASTM D 6222, APP modified asphalt, polyester reinforced, roll type I, grade S smooth surfaced membrane. /.:::ex 4.5M 32.8' x 3.28'; 90 lb. ASTM D 6222, APP modified asphalt, polyester reinforced, roll type I grade G mineral surfaced membrane. APPeX 4.5MFR 32.8' x 3.28'; 90 lb. ASTM D 6222, APP modified asphalt, polyester reinforced, roll type I grade G fire-retardant,· mineral surfaced membrane. APPeX 180 32.8' x 3.28'; 90 lb. ASTM D 6222, APP modified asphalt, polyester reinforced, roll type I, grade G smooth surfaced membrane. Bicor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester I glass reinforced, granule surfaced membrane. Tricor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, granule swfaced membrane. Bicor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane. Tricor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane. Glasply Premier 36" x 180' ASTM D 2178 Type VI asphalt impregnated glass felt for use Type VI in conventionw and modified bitumen built-up roofing. Glasply IV 36" x 200' ASTM D 4601 Type IV asphalt impregnated glass felt for use Type IV in conventional and modified bitumen built-up roofing. 2 Frank ZuIoaga, RRC Roofing Product Control Examiner JOHNS MANVILLE CORPORATION Acceptance No.: 01-0206.17 Test Product Dimensions Specification Des eriotion 36" x 108'; roll ASTM D 4601 Type II asphalt impregnated and coated glass weight: 84 Ibs. fiber base sheet for use in conventional and modified bitumen built-up roofing. permaPly 28 36' x 108'; ASTM D 4601 Type n asphalt impregnated and coated glass 72 lb. roll fiber base sheet Ventsulation 36" x 36' ASTM D 4897 Heavy duty fiber glass base sheet impregnated Type II and coated on both sides with asphalt with or without fine mineral stabilizer. JM Ultrafast various PA 114 Insulation fastener assembly (steel decks only). JM CD-lO Various PA 114 Insulation fastener for concrete decks. JM ISO-lor various ASTM C 1289 Rigid polyisocyanurate roof insulation for use Tapered ISO-1 in conventional built-up and other roof systems; available flat or tapered. JM Fesco or Tapered Fesco various ASTM C 728 Rigid perlite roof insUlation board for built-up rooting systemS; available flat or tapered. JM 112" Retrofit various ASTM C 728 A high density perlite roof insulation board for use in conventional and modified bitumen built-up rooting systems. E"NRG"Y -2 or Tapered various ASTM C 1289 Polyisocyanurate insulation for use with E'NRG'Y -2 single-ply, BUR and modified bitumen roof covers (includes all Factory Mutual approved roof covers) 1M Fesco Foam various ASTM C 1289 Rigid polyisocyanurate roof insulation with perlite board facing bonded to one side for use in conventional built-up and other roofing. 1M Fiberglas Roof various PA 110 Fiber glass roof insulation Insulation 1M Topgard Type B ASTM D 1227 Fire rated, fibered, non-asbestos, clay water base asphalt emulsion. 1M Fibrated Aluminum ASTM D 2824 Fire rated, fibered, non-asbestos aluminum Roof Coating coating. 1M Premium Fibered ASTM D 2824 Fire rated, flbered, non-asbestos asphalt Aluminum Roof Coating aluminum COB · 3 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE CORPORATION Acceptance No.: 01-0206.17 Test Product Dimensions SDecification DeseriotiOD 36" x 108'; roll ASTM D 4601 Type II asphalt impregnated and coated glass weight: 84 Ibs. fiber base sheet for use in conventional and modified bitumen built-up rooting. PermaPly 28 36' x 108'; ASTM D 4601 Type IT asphalt impregnated and coated glass 72 lb. roll fiber base sheet VentsuIation 36" x 36' ASTM D 4897 Heavy duty fiber glass base sheet impregnated Type II and coated on both sides with asphalt with or without fme mineral stabilizer. 1M Ultrafast various PA 114 Insulation fastener assembly (steel decks only). 1M CD-IO VarioDs PA 114 Insulation fastener for concrete decks. 1M ISO-lor various ASTM C 1289 Rigid polyisocyanurate roof insulation for use Tapered ISO- I in conventional built-up and other roof systems; available flat or tapered. 1M Fesco or Tapered Fesco various ASTM C 728 Rigid perlite roof insulation board for built-up roofing systems; available flat or tapered. 1M 1/2" Retrofit various ASTM C 728 A high density perlite roof insulation board for use in conventional and modified bitumen built-up roofing systems. E"NRG"Y-2 or Tapered various ASTM C 1289 Polyisocyanurate insulation for use with E'NRG'Y-2 single-ply, BUR and modified bitumen roof covers (includes all Factory Mutual approved roof covers) 1M Fesco Foam various ASTM C 1289 Rigid polyisocyanurate roof insulation with perlite board facing bonded to one side for use in conventional built-up and other roofing. 1M Fiberglas Roof various PA 110 Fiber glass roof insulation Insulation 1M Topgard Type B ASTM D 1227 Fire rated, fibered, non-asbestos, clay water base asphalt emulsion. 1M Fibrated Aluminum ASTM D 2824 Fire rated, fibered, non-asbestos aluminum Roof Coating coating. 1M Premium Fibered ASTM D 2824 Fire rated, flbered, non-asbestos asphalt Aluminum Roof Coating aluminum coa 3 Frank Zuloaga, RRe Roofing Product Control Examiner JOHNS MANVILLE CORPORATION Acceptance No.: 01-0206.17 Deck Type 1: Wood, Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. Base Sheet: All General and System Limitations apply. Ply Sheet: Membrane: Surfacing: (Option #1) One ply of 1M APP Base, 1M PermaPly 28, JM Glasbase, JM Glasbase Plus or 1M VentsuIation mechanically fastened to the deck with 1M Ultrafast, Olympic or Tru-Fast metal plates and fasteners at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet 18" o.c. Maximum Design,Pressure -4S pst - See Géneral Limitation #9. (Option #2) Minimum two plies of 1M PermaPly 28 or JM Ventsulation simultaneously fastened to the deck with JM Ultrafast fasteners and Square Metal Plates spaced 9" o.c. in a 4" lap and 12" o.C. in two staggered rows in the center of the sheet. Maximum Design Pressure -52.5 pst - See General Limitation #7. (Optional) One or more plies of 1M APP Base, APPeX 48 or APPeX 180 heat welded to base sheet. One or two plies of APPeX 48, APPeX 180, APPeX 4.5M or APPeX 4.5 MFR heat welded. (Optional) Install one of the following for all systems that do not achieve acceptable fire ratings through the use of FR membrane sheets. 1. 400 IbJsq. gravel or 300 lb.lsq. slag in a flood coat of approved mopping asphalt at a rate of 60 lb.lsq. 2. Karnak 97, Kamak 97 AF, Monsey Premium Long Life Aluminum Roof Coating Asbestos Free or Monsey Prograde Aluminum, 1M Topgard Type A, Topgard Type B, 1M Aluminum RF CT, Grundy AL MB aluminum coating at a rate of 1-1/2 gaI/sq Monsey Aquabrite, Gardner asphalt emulsion, APOC 8unbright 400 or Henry 229 Aluminum Emulsion at 2~ gaI/sq or APOC 212 Aluminum Roof Coating at 3 gal/sq. 3. Gnmdy 20 F asphalt emulsion, Endure Asphalt Emulsion, APQC 302 or 302 AF applied at 2~ gal/sq with optiona160 lbs.lsq. of roofing granules embedded in wet coating. 15 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE CORPORATION Acceptance No.: 01-0206.17 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The fIrst layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of20-40 Ibs.lsq., or mechanical1y attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs.lsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spåcing for insulation attachment is based on a Minimum Characteristic Force (P') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based on a minimum fastener resistance value in co~unction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofmg Application Standard RAS 111 and applicable wind load requirements. 9 · The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shaH be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 16 Frank Zuloaga, RRC Rooting Product Control Examiner JOHNS MANVILLE CORPORATION Acceptance No.: 01-0206.17 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacture~s name, city, state, and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings 3lid other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 17. END OF THIS ACCEPTANCE 17 Frank Zuloaga, RRC Roofing Product Control Examiner J¡~ Johns Manville Two Ply Heat Welded Modified Bitumen Mineral Surfaced Roofing System. For use over plywood or other nailable decks on inclines up to 6" per foot (500 mm/m). for Regions 1, 2 and 3 Materials per 100 sq. ft. (9.3 In2) of Roof Area Sheathing Paper: 'Nood board decks only Base Ply: TRICOR S*, BICOR S*, APPeX 4S, APPeX 180, JM APP Base, GlasBase or PermaPly 28 Cap: . 2CNN-W- TRICOR M FR* or BIGOR M FR 2PNN-W-APPeX 4.5M FR or APPeX 4.5M Approximate installed weight: 115 - 175 Ibs. (52 - 79 kgs.) 1 layer 1 layer 1 layer General This specification is for use over any type of approved structural deck (without insulation) which can receive and adequately retain nails or other mechanical fasteners that (nay be recorllmended by the deck manu- facturer. Exalnples of these decks are wood, plywood, and approved ori- ented strand board (OSS). This specification is not for use over light- 'Neight insulating concrete decks. Design and installation of the deck and/or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be eligible for a JM Roofing System Guarantee. flashings Flashiny details can be found in the UBituminous Flashings" section of the J M Cornmercial/lndustrial Rooting ~ystems Manual. Appl ¡cation Using one of the base plies listed, start with a piece 193f4" (502 mm) wide. The remaining plies are to be applied full width 311 (76 mm) side and 411 (102 mnl) end laps over the preceding sheets. Nail the laps at 9" (229 mm) centers, and down the longitudinal center of each felt ply, place two rows of fasteners, with the rows spaced approximately 11" (279 mm) apart, and fasteners staggered on approximately 1811 (457 mm) centers. Use nails or tasteners appropriate to the type of deck, with 1" (25 mm) minimum diame- ter caps. For additional fastener information, refer to the fastener data in the "Roof Decks" section of the current JM Commercial/Industrial Roofing Systems Manual. Specification 2CNN-W/2PNN-W Q) 0) (0 c: 'ëõ ð Nailable Deck TRICOR 5, BICOR S, APPeX 45, APPeX 180, JM APP Base, --.1 GlasBase or PermaPly 28 I Sheathing Paper (If Required) . . . . -.. . . . . ". . , ' . · . Approved JM . '.. APP Cap Sheet . . .- . . . . - . ~ . ~. . Heat-Weld I~I Bitumen . . . . . 2CNN-W/2PNN-W Heat weld a full width piece of one of the cap sheets listed so that it is firmly and uniformly set. Subsequent sheets are to be applied in the same manner, with 4" (102 mm) side and 6" (152 mm) end laps over the preced- ing sheets. All laps must be rolled with a 31' (76 mm) rounded edge roller. A 1Æ" to ~II (3 mm to 10 mm) bleedout of APP compound shall be visible at the edge of all seams. All laps must be checked for good adhesion. Preparation of the 611 (152 mm) end lap requires scuffing away all loose granules. Heat and embed all remaining granules. Apply heat to the roll being seamed while making sure both have a good compound flow to adhere the two surfaces. End laps must be checked for proper adhesion. Application of JM APP Modified Bitumen Products may require the use of an open fla~e propane torch. Improper use of these materials and application equipment can result in severe burns, and/or other physical injury, as well as damage to property. In order to prevent these situa- tions the mechanic must install the materials using the techniques rec- ommended by JM and those found in "A Guide to Safety: Torch-On Modified Bitumens" available from the Asphalt Roofing Manufacturers Association. These techniques have been endorsed by the National Roofing Contractors Association and the United Union of Roofers, Waterproofers and Allied Workers. For cold weather application techniques, refer to Paragraph 8A.14. Steep Slope Requirements Special procedures are required on inclines over 2~1t per foot (208 mm/m). Refer to Paragraph 8A.12. Surfacing No additional surfacing is required. Note: When using metric and English sized sheets in the same system, care must be taken to avoid lap over lap configurations. *This is a special order product. Contact your JM Sales Representative about availability and lead time. For an identical copy of this specification, ask for RS..4355. A-74 JUN-19-2007 03:09P FROM:DE&T . . 06/~8/2007 11:37 FAX 7724892661 561-253-0789 KUNWA~~ ~J) TO: 7724626443 -+ U' 01.&Dl:øA \:I~I\ P.2 ~ v,,~ [)I:£ T D'UNKELBERGER ENGINEERING & TESTING, INC. REPORT OF ELECTRICAL INSPECTION JOB NAME: JOB ADDRESS: CLIENT. CONTRACTOR: ENGINEER: ARCHITECT: DATE; SHEET: PROJECT NO.: BUILDING NO.: PEI\MIT NO..: SUMMARY OF INSPECTIONS/ST A TUS OF WORK I J T~ml)urary PO\\'tr Inspettion I ] Elttlrical Servie~ I) Underground Inspection f I Trbu-out Jnspeetion ( 1./Slab Jnlp~ti()n (I Other (use orea bètow) I fÁ Rough-In Inlpection 2"?>~ I) Final Jasped'on I J Initial IDsp~.ioQ ( ~rti.1 JnspeetioD I . Work in Progress ] Rciftspectloll Jz I' ,luf- IV~~ G/~~t¡ ~u~~ Q~·~S,,~tyl~ t~ RESl~TS ----·INJEC"fl0~ - ~. ß~~ e«lk,"~~.. ..CORRESPO~DENCE RECEIVED FROM CONTRACTOR f7: Ii, ¥Ie.. . " , . DEFICIENCIES OBSERVED: r/NO J YES (See Above) o Rejected ß¡jl Michael J. O'Connttr, P.E. Executive Vice President Florida Reelstration No. 44082 Speci.IIDspe~tor No. 981 Standard In8p~ctor BN#: l3 t 6 cc: Contractor (Site) 1225 Omar Road, West Palm Beach, Florida 33405 PJ,one: (56J) 689·4299. Fax: (561) 689-5955 ..o),n70. r'C:Clr;cnJ JUN-19-2007 03:09P FROM:DE&T 561-253-0789 TO: 7724626443 P.1 Ðl:s T West Palm Beach Voice (561) 689-4299 Facsimile (561) 689-5955 E-mail: info@detwpb.org ;,'i.:.~:,.6 ,.~~.~~:,~:: .~. ,;:;',..~ :f: ;ô; .::;;',...:.' ;,~'4..:..L: :J';;S;::::;;:ø/~ Geotechnical Materials Testing Inspection Environmental DUNKELBERGER ENGINEERING & TESTING, INC. Facsimile Cover Sheet To: Mr. Ken Arnold Inspections Supervisor Fax No. 772-462-6443 Company: St. Lucie County Code Compliance Division Project No. 05-23-5664 From: Rita Gorman Date: 6/19/07 r::;ø:.~;:gr/l/&::~:ø ~J::I J:W/Z;::.:!::;Æ-S;; :9~.¿g: z: s:-;!;;:g;.:ø:::x S:4'D/I/I/ß.;&;;Jì;Zf4:Z:: ~:r;;4::J:I/S·R:g:8.·9/.Ø(~~;S;S:~;;P;~1G::.t:::U/¿¡;~;O: ;gy';:::;:~'&G:':'!{: :s:c: .~':' :ß'''~..,:~' .:!;.' '7' ~ ,... Total number of pages, including cover sheet: (2) Message: Dear Mr. Arnold: Please find attached inspection results for electric rough (238) for Runways End Phase I (0510-0102). If you have any questions or comments regarding the attached inspections, please call me at (561) 689-4299, ext. 210. Thank you, Rita Gorman Hard Copy o Will Follow Via D u.s. Mail DDHL D Hand Delivery D Will Not Follow If you did not receive the entire fax or if you have any questions, please do not hesitate to contact us at (561) 689-4299. Port St. Lucie 52.'M Northwest Enterprise Drive Port St. Lucie. Florida 34986 Phone: (772) 343-9787 Fax.: (772) 343-9404 Sarasota 8260 Vieo Court, Unit B Sarasota, Florida 34240 Phone: (941) 379-0621 Fax: (941) 379-5061 West Palm Beach 1225 Omar Road West Palm Beach, FlDrida 33405 Phone: (561) 689-4299 Fax: (561) 689-5955 DET 02A 1)1:8 T DUNKELBERGER ENGINEERING & TESTING, INC. Trimcraft 1335 Neptune Drive Boynton Beach, Florida 33426 June 5, 2007 Project No. 05-23-5665 Inspection Report No. 16 Attention: Mr. Robert R. Kipp, Jr. Subject: Private Provider Inspection Services Runways End - Building 2 WindowlDoor (148) Fort Pierce, Florida Permit No. 0512-0569 Dear Mr. Kipp: As requested, Dunkelberger Engineering & Testing, Inc. (DEBT) is performing Private Provider Inspection Services in accordance with Florida Statue (F.S.) 553.791 at the subject project. Attached is a copy of our daily inspection report summarizing the results of our inspection performed on May 31, 2007. As reported in the field at the time of our inspection or reinspection, the elements observed during this period have been constructed in accordance with the project plans and specifications. _000_ DEBT appreciates the opportunity to provide our services on this project. If we can answer any questions, please contact us at (561) 689-4299. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. onnor, P.E. cutive Vice President egistration No. 44082 Christopher S. Throop Inspection Services Manager FL License No. BN4338 5665 IR16:rrg cc: St. Lucie Building Department Attn.: Mr. Dennis Grimm, Building Official 1225 Omar Road, West Palm Beach, Florida 33405 . Phone (561) 689-4299 . Fax (561) 689-5955 ,,~1· , Ul:e , DUNKELBERGER EN9INEF~ING & TESTING, INC. REPORT OF FRAMING, WINDOW AND SHEATHING INSPECTION JOB NA"ME: JOB ADDRESS: CLIENT: CONTRACTOR: ENGINEER: .4. RCHITECT: ,,' DA TE: SHEET: PROJECT NO.: BUILDING NO.: PERMIT NO.: SUMMARY OF INSPECTIONS/STATUS OF WORK , 1 Framing I J Sheating I J FiJ-e Walls r 1 hj~e Penetrations I vr Windows . I 1 Exterior Doors Othe r: I 1 Initial Inspection l J Pa.·tis) Inspection 1 Work in PI·ogress I 1 Reinspection LOCATION RESULTS OF INSPECTION ÞI!-SS-' , = CORRESPONDENCE RECEIVED FROM CONTRACTOR ~ DEFiCIENCIES OBSERVED: I / [0NO r 1 YES (See Above) o Rej eeted cc: Contractor (Site) 1225 On1a1" Road, West Palm Beach, orida 33405 Phone: (561) 689-4299 . Fax: (561) 689-5955 .1)ET70. Tn'~~