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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: RECEIPT: PERMIT fl.. PLANNING.& DEVELOPMENT SERVICES DEPARTMENT • BUILDING & CODE REGULATIONS DIVISION • 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-1553 �CA NN,, APPLICATION FOR REPLACEMENT OF st C WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS "Cie-OUntl & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 4180 (Building B) N HWY Al A, Ft. Pierce, FL 34949 2. PARCEL ID NUMBER: 1423-130-0001-000/9 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Replace all garage door panels only 1- 16'X7' 5- 9'XT 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: Oceanique Condominium Assoc. Inc.. FL Reg/Cert #: CG C059982 Address: P O Box 320637 County Cert #: I A0 City: Cocoa Beach State: FL Business Name: Tricon Development of Brevard, Inc. Zip: 32932-0637Phone: 321453-5360 Phone Number: 321-453-5360 Email: Email: triconrealestate@cfl.rr.com COMPONENT ID. PRODUCT DESIGN PRESSURE, PRODUCT.APPROVAL WINDOWS SKYLIGHTS SLIDING GLASSDOOR . ,.SWING DOOR. MULLIONS OVERHEAD GARAGE DOOR [3 Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 1,876.00 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF . Breyard ACKNOWLEDGED BEFORE ME THIS \DAY OF , 201,14 , BY . P-Inh,41 r-�- I"Y7-�hSl WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. Brenda L. Adams SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER EE 881600 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. ,,11n1.P�,, °`��•; BRENDA L. ADAMS =�°, Notary Public - State ot.Florida • : . •e My Comm. Expires Jun 22,2017 • pP:; Commission # EE 861600 .. ..�'��, Bonded Through National Notary Assn. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 d Receipt. I i Online address: http:l/wwuv.stlucieco.org/planning/permitting.htm Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule Date: February 21, 2014 Receipt #: 0000097595 Permit Number: 1402-0279 Job Address: 4160 - 4180 N Al PROJECT Amount: $75.00 Paid With: CHECK Check # Paid By: OCEAN IQUECONDOMINIUM. ASSOC INC Received By: humphreya Fee Description NPlanR735 N-Plan Review - Commercial/Residential - Per $50,000 Value Each Total: Fee Amount $75.00 $75.00 2/21/201412:38:00 PM V GERDING ENGINEERING CORPORATION CA 7308 STRUCTURAL ENGINEERING 541 WATERMAN LANE SE PALM BAY, FL 32909 PHONE 321 259 7773 / CELL 321 258 8144 26 August 2014 Tricon Development, Inc. 925 N. Courtenay Pkwy., Suite 28 Merritt Island, FL 32953 Attn: Robert Kodsi Re: Garage Door Inspections, Oceanique Condominiums, Building B, Highway A1A, Ft. Pierce, FL Permit # SLC 1402-0279 Robert, At your request and as required by the Building Department, on the days of June 20th and July 20th 2014, 1 inspected the repairs made to the garage doors at the above referenced condominium development. During the visits, I was allowed access garage doors and was able to verify the repairs were performed in accordance with the manufacturer's installation drawings. All observed discrepancies (missing screws) were corrected during the inspections. If you have any questions please feel free to contact me 9a-5p MF Respectfully, ! i Gerding Engineering, C oration " J e;h. Gerding, President' PE 42568, SI 1632 ` D FEF 0 Va LAUG aEcn D Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): OQ-7 e / U` S " ` &/ 0 C General description of improvement -Pp an-0 e M= ril a-)C: L e-.1-, iP)VAQ ,A-. R 0- Owner information or Lessee information if the Lessee contracted for the improvement: Name -a-10 Address -',P)D>L Q �[ 7 Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Na Contractor Add Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Lender Name: DS 1 � Phone Number: Lender's address: Phone Number: aZI1• i-4b3-c31vr5 -OU-3 -7 number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sectii 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: to receive a copy of`..__ In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) rn�F>0 0co*Zrn o0�rx BOO �omN 1.4 ocean ---I 09@ZS N 0cairn OD rno o `n O O N "n o � m m 0 0 n C 0 O C WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager - (Signatory's Title/Office) The foregoing instrument was acknowledged before me this � day 0*212L , 20L4 By )M;* ,(71-5i asPl^C�; Qrnr t— form Prr) dCtr Ae� �fY�— Name of Person Type of authority (e.g. officer, trustee) Party on b alf of whom instrument was executed ' ;.�a y�� BRENDA L. ADAMS Pei (Signature of Notary Public -State of Florida) ;=o �•; Notary Public - State of Florida (Print, Type, or Stamp Commissioned Name - fa 4 r�>My Comm. Expires Jun 22,.20'W _,�a�;; Commission #t EE 881600 •, OF G� �� Bonded Thropgh National Notary Assn. known or produced Identification of Identification produced 10 Joe Cicio To: Accounts Payable Cc: Joe Cicio (cicioj@stlucieco.org); Carl John Peterson; Kenneth Arnold Subject: RE: Oceanique Condominium Garage Door Panel Replacement Brenda, I have received the additional engineers calculations by fed ex this morning and am in the process of preparing all of your permits for issuance. As'we had discussed in the meeting with Rob, your engineer will be required to inspect and approve all of the installed doors and submit signed, sealed and dated reports for all permits numbers. As you are aware your design professional has not submitted current product approvals for the Windsor Overhead Doors therefore we assume that your design professional has approved these doors by rational analysis per F.A.C. rule 9B-72, and that the products meet the intent of the 2010 Florida Building Code Code and ASCE7-10 design pressures. Thank You "To5a7 . fit. d4d o, Plans Eaa111i11el- II Stwlclul d Bui1di11g Inspector BmlclingPlans Eix11i11e1- One xid Two Rm7iily Dwelling' Illspectol- One and Trio T�unily Pla11s Li�vniner St. Lucie Coi111tyPbvinmgand Denelop111ejitSelvices 772-462-IJM From: Joe Cicio Sent: Tuesday, March 18, 2014 8:13 AM To: 'Accounts Payable' Cc: loe Cicio Subject: RE: Oceanique Condominium Garage Door Panel Replacement Good Morning Brenda, I received the overnight package yesterday p.m. / I need all engineers documents in duplicate as there was only 1 set sent for each permit Thanks ,705e#V X cod c, Plans Examinel-II Stanclar d Building Inspector Building Plans Eruniner One wid Two TarrlilyDwelli�Ig-Inspectol- One xid 7'wo Bwidy Plx2s E ,inner St. Lucie CowatyPlanning,,uidDerrelopinentServices 772-162--Iji3 From: Accounts Payable [mailto:aptricon@cfl.rr.com] Sent: Friday, March 14, 2014 9:01 AM To: Joe Cicio Subject: Oceanique Condominium Garage Door Panel Replacement Good Morning Mr. Cicio, I wanted to let you know that we sent overnight UPS the revised Product Review Affidavit RE: Permit #'s 1402-0295 1402-0279 1402-0280 1402-0278 1402-0296 1402-0294 Best Regards, Brenda Adams Tricon Development Inc. P.O. Box 320637 Cocoa Beach, F132932-0637 321-453-5360 Office 321-453-3618 Fax Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 2 Joe Cicio From: Joe Cicio Sent: Monday, February 24, 2014 9:42 AM To: triconrealestate@cfl.rr.com Cc: Joe Cicio Subject: Review Comments for Permit Number 1402-0279 Attachments: Repo rt_FL_Review_Comments_Non comp(iantjrf[1].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Joseyl'A. ludo, Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 4 'Q Planning'& Development Services Building &Code.Regulatlon Division 2300 Virginia Avenue Fort Pierce, FL:; 34962; Phone,(772)462-2172 Fax:(772j462-6443 PROPERTY INFORMATION Address: 4160 - 4180 N Al a Project City / State / Zip: Fort Pierce, FI 34949 Parcel #: 1423-130-0001-000/9 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1402-0279 Permit Type: GARAGE DOORS CONTRACTOR INFORMATION Contractor Name: Kodsi Robert D Business Name: Tricon Development Of Brevard, Inc Business Addr: P. O. Box 320637 City / State / Zip: Cocoa Beach, FI 32932 REVIEWS AND COMMENTS REVIEW COMMENTS Page 1 Owner(s): Oceanique Development Co Inc Jurisdiction: ST LUCIE COUNTY Lot#: 1 Block: Review Type Status Reviewed By DOCUMENTS MISSING INCOMPLETE Irvie Saunders 2/21/2014 Comment: NOTICE OF COMMENCEMENT FRONT COUNTER REVIEW COMPLETE Irvie Saunders Comment: Stories: Automatic Sprinkler System? No Fax Number: 321-453-3618 Email: Tricon real estate @Cfl.Rr.Co m Date Started Date Completed Date Released 2/21/2014 2/21/2014 2/21/2014 PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 2/24/2014 2/24/2014 Comment: PRODUCT REVIEW AFFIDAVITS ARE INCOMPLETE * ENGINEER TO COMPLETE THE PRODUCT APPROVAL NUMBERS AND METHOD OF ATTACHMENTS Comment: ENGINEER IS USING THE TEST PRESSURES INSTEAD OF THE REQUIRED DESIGN PRESSURES ON THE ST 2/24/2014 LUCIE COUNTY PRODUCT AFFIDAVITS * SEE FBC 1715.5.1, 1715.5.3.4 AND 1715.5.3.1 FOR REQUIRED DESIGN PRESSURES WHICH ARE WIND LOAD RELATED * PLEASE RE -SUBMIT ALL REQUIRED DOCUMENTS IN DUPLICATE 2/24/2014 Comment: PRODUCT APPROVAL MUST BE 2010 CODE COMPLIANT 2/24/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE Building Permit # _ _ - COPY I Planning & Development Services Department '; g Building & Regulations Division Product Review Affidavit LIAR 17 2014 Owners Name Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Desl n Pressure Number Type Windows THESE PLANS AND ALL PROPOSED WORK Mullions AHL SUBJECT TO ANY CORRECTIONS AT Fixed Glass FIRFM MAY BE NECESSARY IN ORDER TO Block Glass , t] COMPLY WITH ALL APPLICABLE CODES. AM THE RUN ON3,1010rH Skylights Sliding Glass Doors Swing Type Doors (� French Doors ST. LUCIE COUNfy Garage Doors S.O '3 5 144..I3 OtVsov— ")Z'Q.. REVIEWED Hurricane Protection REVIEWED BY Roof Ventilation PLANS AND RMl Roofing Material MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE � ►�'fo `B 9 �c7 a I have reviewed the above components or cladding and I have approved their use in this structure. These du cts'p'rovile'aequate resistance to the wind loads and forces specified by current code provisions. r ;r ' Name; !�,IpSE?' �. [PaC� Signature: seal Design Prof: Cert. No. B�57 41-5(o0 Date: Building Permit # Planning & Development Services Department LIAR 17 2014 Building & Regulations Division Product Review Affidavit Owners Name Applicant: Product Opening Design Pressures Product Rated Desl n Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass { arll Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors 'Z,�j }.S .4- WIOPSW- `7Z14— Hurricane Protection Roof Ventilation Roofing Material 5U�-,� `13` 1(PY-11 I have reviewed the above components or cladding and I have approved their use in this structure. These-prgducts ,proy de adequate resistance to the wind loads and forces specified by current code provisions. a/F-,t Name: -�Ose to t+Jc-i-) Signature: seal -. Design Prof. E+z 4tzM %AtTCert. No. 15 A-256A$ Date: 5 IBASED ON OF THE Di 3/4" X 1-1/2" X 13GAGE MIN. DALY. STEEL HORIZONTAL ANGLE, OPENING HEIGH (NOT OVER DOOR HEIGHT) 1/4"-20 X 1/2" LONG CARRIAGE BOLT & NUT .13 GAGE MIN: GALV. STEEL 2 PER BRACKET TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2'TAG SCREWS. TOP BRACKET 2" 16 GAGE GALV. STEEL 13GA. GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH r� 1/4"-20 X 5/6" TRACK BOLTS. 8 2' STEEL ROLLER 83" 7 FT, ROLLER HOLDER 72" B IT. 10GA. GALV. STEEL SHEET METAL SCREWS 2 PER BRACKET 42" 7 FT. 48" B FT. 24' B R. DETAIL D 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 l © \ BRACKET DETAIL D. WITH 7/16" DIA. STORT STEM. 7 BALL. OPTIONAL SSB GLASS LIGHTS 7 STRUTS 3" 18GA WIDE (SEE DETAIL A) 4"X 16" AIR VENTS (2) REQ'D.. B (60 SQ. IN. MIN. TOTAL OPEN AREA) B Ii-OPTIONAL LOCK 5 SECTIONS 14 GAGE GALV. STEEL END - 9' (SINGLE CAR) I HINGE ATTACHED WITH (6) SCREWS. SEE DETAIL C. —{ I— 1 25• OPTIONAL SSB GLASS LIGHTS ALTERNATE CONSTRUCTION FOR WINDOWS USING (2) STRUTS fi STRUTS S DE WIDE (SEE DETAIL A) PTIONAL LOCK 3 3" 4"X 16" AIR VENTS (2) REQD. (60 SO. IN. MIN. B ' g 2 75, --� TOTAL OPEN AREA) OPTIONAL. 7' & 8' 4 SECTION DETAIL A 19-1/2% 21" OR 3' 18GA WIDE STRUT L_�Lff" 24" HIGH PANEL 9' (SINGLE CAR) GALV. AND END STILE 20GA. PREPAINTED STEEL GALVANIZED STEEL STRUT. - 20GA. END STILES FASTENED TO 28 GAGE ALL 2•� ATTACHED WITH 1/4' X 3/4" USE TWO _ ,- MODELS EXCEPT LONG HEX HEAD SELF EXTRA SELF DRILLING _ E PANEL WITHDC TOG-L-LOGS. DRILLING, SCREWS. - SCREWS THROUGH USE END CAPj OVER END STILES. 24 GAGE MODEL RAILS. - SEE DETAIL B 750 - (2 PER VERTICAL STILE) LEAFOFHINGE. END _ - - © STILES AND RAILS,' ¢ STOP MOLDING NAILED EVERY 6" 1-3/8" POLYSTYRENE INSULATION C TYP. PER EACH O END HINGE O OPTIONAL FOR MOD. 724 AND 730 , 13 GAGE GALV STEEL BOTTOM BRACKET 2" �AITACHED WITH 2 FASTENERS. END CAP 16GA 18 GAGE GALV. S7EEL CENTER HINGE 20 GAGE GALV. STEEL CENTER STILE John E Scates PE ATTACHED WITH 4 FASTENERS ATTACHED WITH TCG-L-LOCS OR RIVETS Florida Reg. j(51737 DETAIL B _ 1411 LeMay #205 L.H. AND SPACINGGAGE VFASTENED. STEEL RTOKWOOD JAMBSSWITH 5/16"EE ABOVE OX QUANTITY SECTION A —A Carrollton, TX 75007 DETAIL C LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. (972)466-0550 SECTION B—B REQUIREMENTS NTS BUILDING CODE ®�®SOR P.S.F. TABLE NOTE: UNLESS SPECIFIED OTHERWISE, REQUIREMENTS FOR PARTIALLY ENCLOSED P.O. BOX 8915 DESIGN PRESSURE TEST PRESSURE N0. OF ALL FASTENERS ARE 1/4"-14 X 1/2" CONSTRUCTION FOR 130MPH, EXPOSURE B p LITTLE ROCK, AR HEX HEAD SHEET METAL SCREWS OR ®W�v✓iiW'iI 72219-8915 GHT POTS NEGATIVE NEGATIVE POSITNE NEGATIVE SECTIONS 1/4"-20 X 5/8" HEX BOLTS AND NUTS. I 2684 10 20 04 RLB �ft� (501) 562-1872 DOOR SIZE WIDTH HEI B'-0' 7'-0 +47.2 -52.0 _ +70.8 -79.G `9L0� G7i=Dili+41!9� �46!8� Al +62.9 -70.2 a 9'-0" 8'-0" +36.7 -40.9 +55.1 -51.4 9'-0" 8'-0" +41.9 -46.8 +62.9 -70.2 S DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. IBC ASSUMPTIONS: 140 MPH EXPOSURE "B", 15' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE, FULLY ENCLOSED: FBC ASSUMPTIONS: 140 MPH EXPOSURE "B", 120. 130, 140 MPH EXPOSURE "C", 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE, FULLY ENCLOSED. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE I INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. H 2621 12/11/03 KDD G 2613 11/17/03 KDD MODELS: 724, 426, 730, 735, 750, 800, 755, 765 F 2552 5 19 03 RDS E 2498 10 1 02 KDD TOLERANCE PART NAME: WINDLOAD RESIDENTIAL STEEL DOORS FOR IBC 140 MPH; FBC 140 EXPOSURE "B"; FBC 120, 130 & 140 EXPOSURE "C". D 2486 8 19 02 KDD C 2422 3 5 02 KDD 1 25 02 2 9 DO FRAC.ti/64" DEC.t Dts ANG. t 15/29/96—B-039 NEXT LEVEL DATE: DWG. NO. F21 GLAZING DOES NOT SATISFY IMPACT REQUIREMENTS IN FBC R DATE APPROV. SCALE NONE PLOT SCALE 1=1 DRN. BYDEBRIS GDR SHEET 1 OF 3 13GAGE MIN. ALV. STEEL G TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH f� 5/16' X 1-1/2' LAG SCREWS. YJ 2' 13 GAGE GALV. STEEL VERTICAL TRACK 1 3• 5 SEC T. 5 SECT. 19'(1 T ) 44SECT. 5'B) 5 SECT.(16X8) 21%16X7) 1 1/4'XS HHEXHEADD SELF DRILLING SCREW DETAIL 0 6x8) 43 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. ATTACHED WITH 2 FASTENERS PLUS 1 EXTRA SELF DRILUNG SCREW. SEE DETAIL D. 2' HURRICANE ROLLER WITH 7/16" DA, LONG STEM. TIRE: STEEL 10 BALL 14 GAGE GALV. STEEL END HINGE ATTACHED WITH (6) SCREWS. SEE DETAIL C. -I r- 1.25" 3' 1 �— 2.75- —� DETAIL A L���f� 5�• 19-1/2', Yl' OR 3" 18GA WIDE STRUT J W 12'(16X7) I l l ` I I I GALV. AN PANEL PREPRINTED STEEL GALVANIZED STEEL STRUT. 26 CAGE ALL ATTACHED WITH 1/4' X 3/4' MODELS EXCEPT 2' LONG HEX HEAD SELF 20 GAGE END STILES - FASTENED 24 GAGE MODEL DRILLING. SCREWS. WITH TOG-L-LOCS TO PANEL. 750 (2 PER VERTICAL STILE) USE END CAP OVER END STILES. © - "1-3/8" POLYSTYRENE INSULATION C (SEE DETAIL B) OPTIONAL FOR MOD. 724 AND 730� STOP MOLDING NAILED EVERY 6' I 1 13 GAGE GALV. STEEL BOTTOM BRACKET 2" ATTACHED WITH 4 FASTENERS. 18 GAGE GALV. STEEL CENTER HINGE 20 GAGE GALV71EEL CENTER STILE. ATTACHED WITH 4 FASTENERS. ATTACHED WITH TOG-L-LOCS OR RNETS. 10 CAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE SECTION A -A FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' NOTE: ALL NON-DESCRIPTNE FASTENERS SHOWN TO BE 13CA. END LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 1/4:-20 X 5/8" HEX BOLTS & NUTS OR SECTION B-B 1/4 X 1/2 LONG HEX HEAD SHEET METAL SCREWS. P.S.F. TABLE John E Scales PE DOOR SIZE DESIGN PRESSURE TEST PRESSURE N0. OF Florida Reg. #51737 WIDTH HEIGHT POSITIVE NEGATIVE POSITNE NEGATIVE SECTIONS 1411 LeMay #205 16.-0U s�-0- .:ifi355� TiC44T4)� +59.3 -66.6 4 SECTIONS Carrollton, TX 75007 "T6' 0 1 0"- +34:6` +51.9 -58.3 4 SECTIONS O (972)466-0550 16'-0" 8'-0' +39.5 -44.4 +59.3 -66.6 5 SECTIONS DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. IBC ASSUMPTIONS: 140 MPH EXPOSURE "B', 15' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE, FULLY ENCLOSED. FBC ASSUMPTIONS: 140 MPH EXPOSURE "B', 120. 130. 140 MPH EXPOSURE "C-, 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE, FULLY ENCLOSED. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED PRESSURE LOADS, r_NSM THE SeME rnu0r0OMc THE !NCREASE iM DOOR STREW-!TH is GREATER TRAM THE I 88' Si6X8) 58'(16X8) 5 ECT. 5 SECT. 63-(16XB) 78• (16X8) 3/4' POLYSTYRENE 4 SECT. 5 SECT. INSULATION 54'(i6X7) I STANDARD FOR MODEL 735- _.._.- ..._ _...._ __.._.. AS ..._ .____.__ ... ___.. _...-.ER ._ GREATER ...... ..._ NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. . © DEBRIS REQUIREMENTS IN FBC OPTIONAL SSB GLASS LOCK SEE DETAIL C- 4" X 16" AIR VENTS (4) REO'D. (120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL !LLL:� OPTIONAL SSB GLASS 8 STRUTS 3' 18GA WIDE (SEE DETAIL A) LOCK OPTK)NAL� SEE DETAIL C- 4" X 16' AIR VENTS (4) REQ'D. 120 SO. IN: -MIN. - TOTAL OPEN AREA) OPTIONAL MEETS FLORIDA BUILDING CODE REQUIREMENTS FOR PARTIALLY ENCLOSED CONSTRUCTION FOR 130MPH, EXPOSURE 8 E.C.N.I DATE I APPROV 16' (DOUBLE CAR) 16' (DOUBLE CAR) I - STILES (5) COLUMNS HINGES (3) COLUMNS 4 SECTIONS B STILES (N) COLUMNS HINGES (3) COLUMNS NO STILES USE TWO EXTRA SELF DRILLING SCREWS THROUGH TOP AND BOTTOM LEAF OF HINGE AND END STILE. TYR 12 PLACES. HURRICANE ROLLERS (LONG STEM MADE WITH HIGH STRENGTH STEEL) DETAIL C L.H. WMNDs®A P.O. BOX 8915 mpumc LITTLE 7 219 8915 AR D®m (501) 562-1872 MODELS: , ®O 724, 426, 730, 735, 750. 800, 755, 765 PART NAME: WINDLOAD RESIDENTIAL STEEL DOORS TOLERANCE FOR IBC 140 MPH- FBC 140 EXPOSURE "B"; FBC 120, 130 & 140 FR4C.t 1/1 5 NE4. EXPOSURE 'c XT LEVEL DATE: DEC. t .0DWG. NO. ANG. t V 5/29/96 99-8-039 SCALE PLOT SCALE DRN. BY NONE 1=1 GDR I SHEET 2 OF 3 Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name D « C-1 ccy, r\;uo, Applicant: �9 , Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors ��7.5 �as.2., .=j (o .io o4io� -72A-. Hurricane Protection ST. LUCIE COUNTY BUILDING DMON Roof Ventilation Pre•ReAmed Not In Compliance Roofing Material evflewed li ; Date: I have reviewed the above components or cladding and I have approved their use in this structure. These products:provide adequate resistance to the wind loads and forces specified by current code provisions. Name: J oSEp��. 6�(� Signature: seal Design Prof. Cert. No. YV 4-2-'5(pL5 Date: 2 It-7 /t4- Building Permit # Planning & Development Services Department . Building & Regulations Division Product Review Affidavit Owners Name Oceanique Condominium Assoc. Inc. Applicant: Tricon Development of Brevard; Inc. Bldg B qx-i Product . Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors ILL Hurricane Protection ST. ME COUNTY BLUDING DIVISION Roof Ventilation Px Re*w►edNotlaftp'tc* Roofing Material I have reviewed the above components or cladding and I have approved their use in this structure. se oducts provide adequate resistance to the wind loads and forces specified by current code provisions. / ``aSCPK Fi. Cam; Signature: ` seal Name: d `�'a�$o g _ , Design Prof: C-Vzhh,--JWFRt dC0 Cert. No.4-2.5 &P Date: LETTER OF TRANSMITTAL Project: 10ceanique Condominium Company: St. Lucie Count Plannin & Dev Address: 2300 Virginia Ave, Ft. Pierce, FL 34982 To: Joe Cicio From: Rob Kodsi 925 N. Courtenay Parkway - Ste. 28 Merritt Island, Florida 32953 TEL: (321) 453-5360 FAX: (321) 453-3618 triconstruction ancfl.rr.com Date: 3/12/2014 Phone # 1/772462-1553 Fax #: Pages faxed: we are Sending Q Attached ❑ Fax ❑ Under Separate Cover Via You: ❑ Shop Drawing ❑ Copy of Letter ❑ Proposal ❑ Literature ❑ Work order ❑ Specifications ❑ Samples ❑ Change Order ❑ Request for Information OCalculations ❑ Purchase Order ❑ Test Reports Copies Date Description 1 3/6/14 Building A 9X7 Product Review Affidavit 1 3/6/14 Building A 16X7 Product Review Affidavit 1 3/6/14 Building B 9x7 Product Review Affidavit 1 3/6/14 Building B 160 Product Review Affidavit 1 3/6/14 Building C 9X7 Product Review Affidavit" 1 3/6/14 Building C 16X7 Product Review Affidavit 1 3/6/14 Building D 9X7 Product Review Affidavit 1 3/6/14 Building E 9X7 Product Review Affidavit _ 1 3/6/2014 Building F 9X7 Product Review Affidavit ❑ URGENT RESPONSE REQUESTED S For Approval ❑ Return ❑sets ❑ For Review and Comment S For Your Use ❑ For Quote ❑ For Signature and Return 0 As Requested ❑ No Action Required ❑ delivery date ll� ll.r1 ® I® T R, VC 13 N DEVELOPMENT OF BREVARD, INC. LETTER. OF TRANSMITTAL Project: Oceanique Condominium Company. St. Lucie Count Plannin & Dev Address: 2300 Virginia Ave, Ft.: Piercei FL 34982 To: Joe Cicio From: Rob KOdSi 925 N. Courtenay Parkway - Ste. 28 Merritt Island, Florida 32953 TEL: (321) 453-5360 FAX: (321) 453-3618 triconstruction(uD-cfl.mcom Date. 3/21/2014 Phone # 1/772462-1553 Fax #: Pages faxed: We are Sending Q Attached ❑ Fax ❑ Under Separate Cover via ❑ Shop Drawing. ❑ Copy of Letter ❑ Proposal ❑ Literature ❑ Work order ❑ Specifications ❑ Samples ❑ Change Order ❑ Request for Information OCalculations ❑ Purchase Order ❑ Test Reports ATTACHMENTS: ." Copies Date Description 1 3/6/14 Building A 9X7 Product Review Affidavit (2nd Set) 1 3/6/14 Building A 16X7 Product Review Affidavit (2nd Set) 1 3/6/14 Building B 9x7 Product Review Affidavit (2nd Set) 1 3/6/14 Building B 160 Product Review Affidavit (2nd Set) 1 3/6/14 Building C 9X7 Product Review Affidavit (2nd Set) 1 3/6/14 Building C 16X7 Product Review Affidavit (2nd Set) 1 .3/6/14' Building D 9X7 Product Review Affidavit (2nd Set) 1 3/6/14 Building E 9X7 Product Review Affidavit (2nd Set) 1 3/6/2014 Building F 9X7 Product Review Affidavit (2nd Set) tEFERENCE/REMARKS: ❑ URGENT RESPONSE REQUESTED ® For Approval ❑ Return ❑sets ❑ For Review and Comment S For Your Use ❑ , For Quote ❑ For Signature and Return As Requested 0 No Action Required 0 delivery date St Lucie County, Public Work--jcpar=ent Code Compliance Division j The following products will be installed in the structure located at HIGHWAY A:.A,' FT - PIE12cE, F] Building Permit #� . 50, ..� z� 50645, 2d�050646 � 2�oso647 owners Naznenr.� �rlF nr r.np N'r _ rxr Ownt�c'$ adt x ess R _ Courtenay Pkwy 14I . , 7 ContraCtOr Tri.con Development,inaC4ntractor's address Rlame a� ovamP� �� Product *Product Rated Pesign Pressures 11 anufacturer i — . . Model Nuraherl Method of Attachn=t I windows FM in -tire raiad wind design pressures listed by the nnanufariurar for each product bated 1st Choice Mullions . - Fixed Glass 1st Choice Skylights f ZT. Glass (other). . Buct Glass Glass Block Iiding Glass Doors 15t Choice 2nd Choica �,.► Swing Type Doors 1st Choice _ 2nd Choice aoto&b Overhead Garage Doors 1st Choice (9'+) +62 0-70 Dab Door --.Co. Sect -Res- Door (see plans & dwgs) 2nd Choicc .(l6 1+)- +56 o --64 Roofing Material - AsphaldFiberglass Metal Choice _ -- I have reviewed the above eomponeats;and:.daddiA said have approved tbei usr the structure to provide adequate resistance to theiztd �laacis.andarpri5ied tiurtr end pr igioW as. _� -Dam: I I - - Pb T T 7.9t Z) I AC : Qq - bAgT l b7. /9G1 A - a AIL _ FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING PRODUCT APPROVAL EVALUATION Application # 03-647 Date: 11/4/03 Detailed Product Description Manufacturer: DAB DOOR COMPANY INC. Model Name: SECTIONAL RESIDENTIAL GARAGE DOOR Model Number: 824 Unit Size: 16'-2" W X 16'-0" H MAX Rated Uniform Air Pressure Capacity (Based on Test Data) This product complies Positive (psf): 56.0 (TESTED SIZE) with the High Velocity Negative (psf): 64.0 (TESTED SIZE) Hurricane Zone (HVHZ) Impact Resistibility X Yes — No (LMI) testing requirements. Reference Drawings # 00-18 Prepared by: AL-FAROOO CORPORATION Signed by: DR HUMAYOUN FAR000, PE Mandatory Tests (Tested in accordance with AAMA/NWWDA 101/I.S.2-97/TAS-202) t i" �8c� G9 g f ii ' yi zc 9,20 . yg1 3wke'.'gvN1P'�.�"'b",a ^'ax.»"a_- drdm.S, a x h"r,.iis...+-rnSf.st3,a:.. TAS 202 Uniform Static HURRICANE ENG & 08/11/00 HETI-00-903 Air Press. TESTING INC. - Forced Entry HURRICANE ENG & 08/11/00 HETI-00-903 300 Lb Uplift TESTING INC. Comparative analysis used _ Yes X No Supplemental Tests (Tested in accordance. with TAS-201 and TAS-203) �.':c eM ... ��¢.q..'i„y �ET� d i F>2, Y, 4 a3,L ;'finny es" .N`,H?✓...x:kY.,,> �,k86<oi5.2__ ,':N FBC 1626.2 & Large Missile & HURRICANE ENG & 08/17/00 HETI-00-904 FBC 1625.4 Fatigue Loading TESTING INC. (TAS 201 & 203) ' Under the limitations of the attached drawings, to the best of my knowledge and ability, the above window product conforms to the requirements of the 2001 Florida Building Code. Validation Engineer: Dr. Humayoun Farooq PE # 16557 Al-Farooq Corporation EB # 3538 7-1/2• X 1E4G06 GAL W/(a)/ 14X6 X 18 GA. GAWK STEEL HINGE / 14 X 1/2• SUS SPRING ELIDED SLIDE BOLT Lnjj (BOTH SIDES) B FASTENED W/ (8) / 14 X 1/2' S.ILS. 6/a• NW. HACK ETNOJ7OE11T CONFORMS TO SRac 311a3s REGN1aNc aRAue Boats • 7 X3'X 12 GN STEEL PLATE Y. AIRCRAFT TYPE Y SLEEVE • WITH (4) # 4 X 3/4' t AC1DR7 SELF DURING SCREWS • DOOR HEIGHT CONSISTS OF al-r 2 SECTIONS Nr z smios 21 e'a• I SECTION 1e' 3 sOCI10N6 21 7' 4 SED11D1S z1• - 7'-S• a SECTIONS 11r - -9• 4 SECTIONS IW 1 50CIION 21• 6• 3 SECTME IW 2 SECTONS 21 W-3• 2 sEtiom IF 3 SE—n 11 e•-e• I SECTION ta• 4 SFLIONS 21 SECTIONS 21' - 9' a SECTIONS ur - 9'-3' a SCDIO IV I SECTION 21' al-e 4 sEcnDNs 16. 2 SOCIIONS 21 9-9 3 SECTIONS ta• i 511;IIdS 21 10, 1 a' swoon 1 4 swnoNs zt t0'-31 1 SECTION IW S SOMM 21 to -a' a SDCIIOfS 21 - 10•-9• a SEEnow le SECTION 21• t1 a SECTIONS 19' 2 SECTIONS 21 11 -1 4 SECa01S IW 3 SECIONS 21 Il'-e 3 SCTONS 1 4 SECnIONS 21 11-9• 2 SELRIOIS IIr a SECTIONS 21 IV 1 sL11O16 10' a 9CiIO15 21' 12-3• 7 SEL7IONS 21' - 12'-6' a SDIIOIS 1K 2 SCTONS zl' 12•-9• a SFOTk= 1W 3 SECO@LS 21 1 4 SECTIONS fY 4 SFLTION9 21 13'-3' 3 SECTIONS IW a SFL'i101S 21 13'-A 2 SECTIONS IF 9 SCIONS 21• t3•-9• I SECTION te• 7 SdMIONS 21' 14 a SECT101S 21 - 14•• -3 a SFL1101F• te• 3 SECTIOSS 21 I4'-s• s SEC1e• 4 SECIONS 21 14-9 4 56T1012S 1a' 3 SECIONS 11 1a 3 SECIIOIS 1a' a SBOIONS 21 to-r 2 SCIONS 111717 SOCTK 6 21 1 SECTION 19' a SFCIIORS zt i1a-a' f /6•-9' 9 SFLTONS 11• - W e S7:TOM' Ill' 4 SCTIONS 2t � w TOP 'x 12 GA i sELF DNOwNc scREws CENTER STILE OUTSIDE HANDLE MAXIMUM OPEN MAXIMUM SO. OPENING AREA 120 59. IN. LOCK BAR GUIDES INSEAt1ED ON ENO STILE • i 18T % .OW LOCK BAR ON�EACH IN OF ODOR O TTCIDE KEYFO LOCK LOCK BAR LOCKING SHOWN CENTER STILLS SCAIEDULE'A CENTER SRE9 CaiMMTIDN DOOR W10T1IS / Di CENTER SIDES ® ® CUM W-1-To 11• 1r 1 2 12'-O. 10 13•-10' 3 9•-0' ro 9• 0. 14'd 10 fa-f0' 4 DooR wI1NHs a•-n• ro 1n-1 a 9'-1'ro 11'-10' Ie-0'TO 1610' DOOR WIOOS ODOR WIDTHS 4 z io Ea m I OPTIONAL FLUSH FACE L — A WOOD GRAIN DESIGN Op Z MAX DOOR YAOTIi p m N O �2 INSIDE ELEVATION neR noon YDnRr 6zNt O RAISED PANEL EMBOSSED DOOR MAX. SIZE 16'-2' WIDE X 16'-0' HIGH Q i6 DESIGN PRESSURE RATING - + 56.0 PSF - 64.0 PSF D GENERAL NOTES Z� L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR LADE COUNTY. ALSO FOR HAND LOADS AS PER ASCE 7-aa LOW CORRESPONDING LENDS. E. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. � §W ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRES910 OR STUCCO, 3. ALL DOLTS. NUTS AND %LMEES SHALL BE ZINC PTATEO CARBSTEEL O i 4. ANCHORING OR LOADING CONDITIONS OTHER THIN THOSE SHOWN IN THESE DETAILS ARE NOT PART OFTHS APPROFAL FNi000 g 619E STRUMIRE5 W E FIA PE / 19M 12'-0' ro 13'-10' 4-11• TO 1a•-2' DOOR WIDTHS DOOR MOTES at 1 Of 3 8L-00 •ou aulMml N O rn N y zo I 0. th g5! 17 P�CA o 31US m O 0 _UZM pv9 t7 pic g� �zn o R i Q u Z ws o wnm •sn'S 3LYxnmmn we•n •ens •a•o ,t a Sim a= -MNYd HIM I Inm Vs tL LMI i 3d YU Asa 'NIn .t/c-C 3TaS E3S rf 9t x ,z/t-t x ,3 x ONIOHOINGS AOTI335-30L ms ONIT3ea sm .Ve •sn•s .9/9 x it 3LYImMMM IYMM O we•n E31s •A7m .Lt ON 70H K37FM I III 3015 2101n31N1 I r , 9 amim 1nN xOOl $ A 'OH SSnn1 9 S % aL-i I /M 531VId xOYFu OL m a MYU YJ tI x .t x ,9/t-L PI OMOYdS Had L mm 33S SL )l— NOM E31S .oeo• x .c•c x ,eta x .wt Nat .z/t J / 39N"I'll •sns ,a/s x SLiMN aOd Zi3Ls vs sl x ,s/s-z x x A.s t-I AIL -I r. - ;v, - •ss •7O .tl o SL3A01 dOd .ot/e RW 3lM aN3 ss-o 3NId NHIHHIOS aL a3ano3s aw and al aims ELLS menial va B/ X .t/£-1 % .L/I Manx 3II .z x .91/9 3NO X H Hid 9 s115 .9/S X t/ / mN3LtiYd iixaVnB xaveL -UM J1S�III�� stmm�on'HDOO �MIOIIdO ONIONOLMSH ONIOHOdNOH RSII03�OFL ONIOnOMM T'T OliddR11.4[3ILLV3M aIH 1 i mp.- �•o .9t o •s-ns ,t x .9/t HUM_r1 vas sNmala •sn•s 3LW3FM1N1 MA E31S m _MA 'S aNn�R10 i[S'tifL''jf tI % anal /M 7t us a a1 oNr ;u. ..1r of mNNUSVJ sssm 13HYd noum ®SSnn1 M7pnD.M3tl ATn 13315 ' 9l L b _. • i , 5/16' X 1-5/B' LAG SCREWS INTO WOOD OR RAFTS 3/16' REEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET 14 GL GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET HID( HEAD 2-1/2' X 4-1/4' X 13 CA STEEL PUTTS �( WELDED TO 1-1/2' % 1-1/2" X /4 0A ANGLE FASTENED TO TRACK WITH (4) 1/4-20 S5. BttT R NUTS (2) 3/15' POP RIVETS 2-3/4' X 3-1/2' X 3" X 12 GA CALV. STEEL TOP FASTENm°tw/ (e�j ijDX �/ s.M.s FAMONTAL REINFORCEMENT 1/2X 1-3 4r X 1e GA FORMED STEEL . CU1FD TO PANEL AID FASTENED To VERTICAL SOTS WITH (2) 3/ta• POP MVE75 1.81' CA x a' ROLLER SHAFT EPS-EXPANDED POLYSTYRENE DENSITY - 1.07 POF -N.OA I W-0904.G4 OR 60-25 POLY-MOCYNONATE DENSITY - 20 PCF N.OAL / ga-0PO4.03 14 CA GALV. SIM - wROLLER ; NC6 AA�Au6 MN. 24 CA ROLL FORMED STEEL PANEL DRAWING OM11TY o-40 JOIN. YEW STRENGTH - 34 KSI - WITH PRIMER AND BAKED -ON POLYMER PANIED TOP COAT APPLIED TO BOTH SOB OF STEEL 12 GA. CALK STEEL W�(OM /B 14KX 6%a SI.LS HORrL TRACK SUPPORT BY DOOR :114 m OPENING HE1G • SECTION HEIGHTS FOR DOORS MORE THAN 8 F7. HIGH, USE ADDITIONAL TOP BRACKETS AT ID' D.C. 14 0A CALM STEEL TRACK 2' X 3-x 12 CA TRACK BRACKETS umT TO TRACK WITH 1XE 1/4' BOLTS 6 NUTS., mSmm STRUCTURE BY OTHERS MUST SUPPORT THE LOADS 11POSED BY DOOR SYSTEM 1/4' 0 HEX HEAD MS h LOCK NUR O 12' D.C. CONIC.- WIN 3000 IS MN EDGE DISTALM �1YP1/GL ML11 SLEEVE AHGIDR SPALTNO ARCHON RE EMBED � S/1a � -1 4 3/a BLOCK - •4 7-1 CDI1C. -1 4 gm 3•x2 % 4GA f-t/z ' srta AN1U RUT BRACKETS 0 12 D.C. lo ANGLE w// CONNECTED 14 0 SPOT w c mDS TRACK CONFIGURATION 2-1ya' X Y if 14 GAL OLL .SUED. TRACK ALTERNATE TRACK INSTALLATION FASIFNED ro TRACC F'IAl6 W000 FRNAE BUILDINGS By N WALLS oR DOOR OPEHNc su11 BE BRAYED SOLID �DTTED fR1.5 LCp! o OOR �ER � (J) 2%a PRESSURE TREATED GRADE z STUD WALLS TO BESiCONT FROM FOOTING ro TIE BEAM. WOOD BUCK CONNECTION TO MASONRY 7, TR/1CK SHALL BE SECURED wIIH TRACK BRACKETS 1OTREATED 2X$ WOOD AAUBS BTgr DR. HAAAYGN FMOOD i HOED TO GROUTED REWORDED WASONRRYY smuenX�S BLOCK WALL OR CONIC. COLUMN w/. 1/4• TMCONS FTA PE 0 IMP 1YITFI 1-3/4' EMBED AND A SPACI OF B 0.C. �. L OR 3/a' DNA Hun SLEEVE ANCINORS. 1-3/4' MN. yy EMBED AND A SPACING OF 12" D.C. S b THE BLOCK WALL CELLS SHALL BE GRDUT FILLED AND REINFORCED WITH FOUR a &JS E%TF7NDR10 INTO drawing no. FOOTING AND INTO TIE S, ALL BARS s1aL BE 00-1 8 CONT &IO S FROM TIE BFAL1s ro F7MING. PREPARATION OF JAMBS BY OTH Rc eheg! 3of 3 Joe Cido From: Rob Kodsi <TriconRea IEstate@cfl.rr.com> Sent: Thursday, January 16, 2014 9:39 AM To: Joe Cicio Subject: Garage information Attachments: 2555_001.pdf Joe, Per our discussion, attached following documents: St. Lucie County license certificate for Omega Garage Doors (Subcontractor) Portion of Contract between Oceanique and Omega evidencing type of garage model specs Portion of A1A document evidencing garage model specs So all we would like to replace are the panels. Regards, Robert Kodsr, CCIM Tricon Real Estate, Inc. P.O. Box 320219 Cocoa Beach, FL 32932 Office: (321) 453-5360 Cell: (321) 863-3023 Web: tricondevelopment.com This communication, including any attachments, is intended solely for the confidential use of the person(s) named above. If you have received this communication in error, please notify the sender immediately and delete/destroy the original. Any reader other than the intended recipient is hereby notified that any review, dissemination, distribution or copying of this message is strictly prohibited. If this message contains property or listing information, no warranty or representation is made as to the accuracy of the information, and the same is submitted subject to errors, omissions, changes of price, prior sale, or withdrawal notice. p� godF. JAN 1 6 AEGD J I FROM :Omega Doors -Melbourne FAX NO. '321 723 2008 Jul. 07 2006 02:13PM P2 K County Certification Number. 1915.9 Coda compuance Division 2300 VIrginia Avenue Ft. Pierce, FL 34982 Phone: (772)102-1333 Fam 1772) 462-1149 Issued To: WRIGHT DIVANS K OMEGA GARAGE DOORS OF MID FLOR DRA OMEGA GARAGE DOORS OF MID FLOR OMEGA, GARAGE DOORS OF MID FLOR 7751 INDUSTRIAL ST W MELBOURNE, FL 32904 I. Class Code.-. Garage Door License T Coun(y This coffipetency-Cird,.Issued by t WLucla:,�-�ourlty Contractor Certification Division, authorizes .k or lorl. e,CIai ` Code; stated, f6rifie UhiaOipOra ­ g6d areas of St. Lucia County. It does not authorize ''.f '4 work for Pierce, the City offf. P 41 , St .. Ludle, V I age of the:City of Port St. Lucia, It is the Contractor's P , S , p : 9 hiffifilty to rnaintoin, (In " k card in a�.currant,status: by providing a C ertificate of Insurance, current address and telephone in'forrra*tIon, and renewing this card annually as required. Effective Date: 1011/2005 ..Ex p1ration Date: 9/3012006 7 Wallet Contractor' O'Card: A- cut on outside of line, theh fold'In half, ky a' eA T * 40wo-AW-4-1 74W. 4, R, D. -County Co Clare Code! E RAGE DOORS OF Automated Inspection Liner (772) 462-1261., AD FtOR has 198 1 rleCioun'Ly, beaInning Inspection Line: (772) 462-2172 10101/2005 9 n d;1I n4 (772) 462-2185 Wheat) i.ak revoked; Fan Line.- (?.72) 462-114H __j STANDARD FORNI OF AGREEMENT BETWEEN 9URCONTRACTOR AND. CONTRACTOR DATE: SUBCONTRACTOR: MAILING ADDRESS: PHONE NO.: FACSIMILE NOi: JANUARY 19,2006 OMEGA GARAGE DOORS 77,51 INDUSTRIAL ST. WEST MELBOURNE, FL 32904 321-724-1593 321-723-2008 FEDERAL W NO. SUBCONTRACTOR LICENS"P, NO. PROJECT: OCEANIQUE OCEANFRONT CONDOMINIUM OWNER: OCEANIQUE DEVELOPMENT, INC. CONTRACTOR: TRICON DEVELOPMENT OF BREVARD,JNC. ARCHITECTURAL: DAVID M. PUTNAM, ARCHITECT, P.A., PLANS. DATED 4/30/03 & REVISIONS: C THRU H STRUCTURAL ENGINEER:. GERDING ENGINEERING, INC., PLANS DATED 7n103 & 7/11iO3 Cr,11L ENGENE ER: FLEIS &BENNETT ENGINEERING PLANS DATED 5/5/03 & REVISIONS THRU 12/22/03 SUBCONTRACT PRICE: RETAINAGE%: 10% PERFORMANCE BOND AND PAYMENT BOND: N/A PROGRESS PAYMENT DATE: Subject to terms of Par. 3 and other terms of this agreement (the "Subcontract"), Subcontractor shall submit payment request on or before the 25th.day of each month, or work completed to the date ofrequest, and payment shall be on or about the 10th day of the.following month. UticuuMsharedWy Documents\0CEANIQUMOMEGA GARAGE DOORMTANbARb cbmTRA&Aoc SCHEDULE "A" SCOPE_ OF WORK The work consists of but is not limited to SUBCONTRACTOR AGREES TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, INSURANCE AND TAXES NECESSARY TO INSTALL ALL GARAGE DOORS, OPENERS, TRANSMITTERS, AND APPLICABLE HARDWARE FOR THE OCEANIQUE OCEANFRONT CONDOMINIUM PROJECT, CONSISTING OF BUILDINGS "A, B, C, D, E,. & F", IN ACCORDANCE WITH ALL PLANS, CODES, AND SPECIFICATIONS LISTED BELOW: THE SUBCONTRACTOR WILL FURNISH AND INSTALL ALL PRIMED STEEL GARAGE DOORS, WINDSOR MODEL NUMBER•724, WI RAISED STEEL PANELS, TORSION SPRINGS, INSIDE LOCKS, 12" RADIUS TRACK, 140 MPH WIND LOAD CERTIFIED, EXPOSURE "C", POLAR WHITE COLOR. 2. EACH 9'X 7' GARAGE DOOR IN BUILDINGS "A, B, D, E, & F", SHALL HAVE (1) CORRESPONDING MODEL NUMBER M4500-7' AUTOMATIC OPENER, AND (1) TWO -BUTTON TRANSMITTER. ( SEE ATTACHED .UNIT PRICING SCHEDULE FOR ACTUAL QUANTITIES OF TRANSMITTERS, ETC.) 3. 16' X 7' GARAGE DOORS IN BUILDINGS "A, B & C SHALL HAVE (1) CORRESPONDING MODEL NUMBER T5011-COMMERCIAL AUTOMATIC OPENER (SEE ATTACHED UNIT PRICING SCHEDULE FOR ACTUAL QUANTITIES OF TRANSMITTERS, ETC.).ONE 16' X 7' GARAGE DOOR IN BUILDING"C" SHALL HAVE AN M4500-7 OPENER. & CORESPONDING TRANSMITTER. 4. EACH 9'X7' EXTERIOR GARAGE DOOR IN BUILDING "C" SHALL HAVE (1) CORRESPONDING M4500-7 AUTOMATIC OPENER, AND (1) TWO - BUTTON TRANSMITTER. EACH 9"X7" INTERIOR GARAGE DOOR IN BUILDING "C" SHALL HAVE (1) CORRESPONDING M4500-7 AUTOMATIC OPENER, AND (1) FOUR -BUTTON TRANSMITTER.(SEE ATTACHED UNIT PRICING SCHEDULE FOR ACTUAL QUANTITIES OF TRANSMITTERS,ETC.). 5. ALL DOORS TO BE EQUIPPED WITH ALL NECESSARY HARDWARE FOR PROPER OPERATION WITH AUTOMATIC, OPENERS. 6. THE DOORS WILL HAVE TORSION SPRINGS ON THE BAR OVER THE DOOR AND WILL BE PROPERLY BALANCED AT THE TIME OF Uricon03U, cared\My Documents\OCEANIQLTMOMEGA GARAGE DOORS\STANDARD CONTRACT.doc 18 INSTALLATION. ALL SPRINGS FOR THE DOORS WILL BE HEAVY DUTY. 7. THE CODING OF ALL TRANSMITTERS WILL BE DONE BEFORE DELIVERY. 8. EMERGENCY DOOR LOCK RELEASES WILL BE PROVIDED AT ALL VAULT CONDITIONS. 9. ALL MECHANICAL PARTS WILL BE NEW AND PROPERLY LUBRICATED. 10. TRIM WILL BE INSTALLED FOR A FINISHED APPEARANCE AND TO SEAL THE EXTERIOR OF EACH DOOR, AND A.RUBBER GASKET WILL BE INSTALLED ON THE BOTTOM OF EACH DOOR. 11. THE DOORS WILL BE INSTALLED PER THE JOB SUPERINTENDENT'S SCHEDULE. 12. THE SUBCONTRACTOR IS TO ADHERE TO ALL OSHA SAFETY REGULATIONS AS THEY APPLY TO THEIR PERSONNEL, EQUIPMENT AND PRODUCTS. 13. ALL GARAGE DOORS SHALL BE INSTALLED TO MEET OR EXCEED ALL CODES. 14. SUBCONTRACTOR SHALL CLEAN UP HIS, DEBRIS RESULTING FROM HIS. SCOPE OF WORK, AND PLACE IT IN AN ON -SITE DUMP STER. 15. SUBCONTRACTOR SHALL ATTEND ON -SITE CONSTRUCTION MEETINGS AS REQUESTED BY CONTRACTOR. \1Tricon03\shared\My'Documents\0CEANIQUMOMEGAGARAGE DOORS\STANDARDCONTRACT. ,doc y CONTINUATION SHEET Al DOCUMENTG703 PAGE 2OF 3 PAGES CE NI UE ALA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER: SCHEDULE Contractor's signed certification is attached. APPLICATION DATE: OF VALUES In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: 1f30(2006 ' Use Column I on Contracts where variable retainage for fine items may apply. ARCHITECTS PROJECT NO: A B. C D E F G H I. ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RETAINAGE FROM PREVIOUS THIS PERIOD NO. VALUE PRESENTLY COMPLETED (G + C) TO FINISH 10% APPLICATION STORED AND STORED (C - G) i (D + E) (NOT IN TO DATE D OR E) .(D + E + F} BUILDING A (16) 9X7 724PW-140 EXP C 1 $0.00 0% $0.00 2 (ifi) M4500-7 Wfi XMIT EA (2BTN $0.00 0% $0.00 3 (1) 16X7 724PW-140 EXP C I $0.00 .0% $0.00 4 (1) T5011-7 COMM OPENER $0.00 0°fo 4161111W $0A0 5 (36) 2 BTN TRANSMITTERS $0.00 0% Adow $0.00 BUILDING B 1 $0.00 0% Tj d $0.00 (5) 9X7 724PW-140 EXP C 1 2 (5) M4500-7 W11XMIT Eta (2BTN $0.00 0% $0.00 3 (1) 16X7 724PVV-140 EXP C $0.00 0% $0.00 4 5 (1) T5011 7 COMM OPENER (20) 2 BTN TRANSMITTERS $0.00 $o.00 0% 0% $0.00 $0.00 BUILDING.0 1 (515) 9X7 724PW-140 5XP C $0.00 0"% $0.00 2 (2B) M4500-7 W/1 XMIT EA (2BTN $0.00 0% $0.00 3 (26) M4500-7 Wf1 XMIT EA (4BTN $0.00 0°% $0.00 4 (1) 16X7 724PW-140 EXP C $0.00 0% $0.00 5 (1) M4500-7 W/1 XMIT EA (2BTN) I $0.00 0% $0.00 6 (1) 16X7 724PW-140 EXP C $0.00 0% $0.00 7 (1)T50111-7 COMM OPENER $0.00� 0% � $0.00 (NO ADDITIONAL XMITS) IPAGETOTAL $0,00 $0.00 $0.00 $0.o0 $0.00 Florida Building Code Online M terra„ g ' ' W is R� ` _ i•�• 6a' a: t lodda Pepe 6mento BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map Links Search Busines Professi nai Product A roval O;USER:Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1416-R3 Application Type Revision Code Version 2004 Application Status Approved Comments Archived El Product Manufacturer Windsor Republic Doors, Inc Address/Phone/Email 5800 Scott Hamilton Dr. Little Rock, AR 72209 (501) 562-1872 Ext 9381 rbutzlaff@windsordoor.com Authorized Signature Rick Butzlaff rbutzlaff@windsordoor.com Technical Representative Rick Butzlaff Address/Phone/Email 5800 Scott Hamilton Dr. Little Rock, AR 72209 rbutzlaff@windsordoor.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Little Rock, AR Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received John E. Scates PE- 51737 Intertek Testing Services NA Inc Kurt Dietrich PE D Validation Checklist - Hardcopy Received http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhv4slKvTKI... 1 /16/2014 Florida Building Code Online El Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard Year ANSI/DASMA 108 2002 ASTM # E330 1984 Method 1 Option D 11/14/2005 11/29/2005 11/29/2005 12/07/2005 PTID 1416 R3 T 99b057b.pdf PTID 1416 R3 T 99b058a.pdf PTID 1416 R3 T 99b059a.odf PTID 1416 R3 T 99B071C.pdf PTID 1416 R3 T 99B072C.pdf PTID 1416 R3 T Cert of Independence Scates.pdf PTID 1416 R3 T COMMERCIAL INSTALLATION INSTRUCTIONS. odf PTID 1416 R3 T ES1086.pdf PTID 1416 R3 T Evaluation Report Commercial.pdf PTID 1416 R3 T Evaluation Report Residential Rodf PTID 1416 R3 T RESIDENTIAL INSTALLATION INSTRUCTIONS.odf Created by Independent Third Party: 1416.2 3935, 9-B-033, Models 724, 730, FBC 120 MPH, up to 18' wide 750, 800, 755, 765 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 7' - +32.8,- 37.4 9 x 7- +29.1,-33.3 16 x 7- +23.6,- 26.3 9 x 8 - +25.5,-29.1 10 x 8,- +33.0,- 36.9 16 x 8 - +24.3,-27.3 18 x 8 - +27.3,- 30.7 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhv4slKvTKI... 1/16/2014 Florida Building Code Online 1416.3 11735, 99-B-034, Models 724, 730, FBC 130 MPH, up to 18' wide 750, 800, 755, 765 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 7' - +32.8,- 37.4 9 x 7- +29.1,-33.3 16 x 7- +27.7,- 31.2 10 x 8 - +26.0,-30.0 16 x 8 - +34.6,- 38.8 18 x 8 - +27.3,-30.7 1416.4 99-B-036, Models 775, 795, FBC 110 MPH, up to 18' wide 770, 780, 790 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 7' - +21.8,- 25.09x8-+19.7,-22.216x8-+18.7,- 20.8 18 x 8 - +18.7,-20.8 1416.5 9-B-037, Models 775, 795, [770,780,790 FBC 120 MPH, up to IS' wide f Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 7' - +27.3,- 30.5 9 x 8- +24.3,-27.1 16 x 8- +23.6,- 26.3 18 x 8 - +21.9,-24.7 1416.6 3970, 9-B-038, Models 775, 795, FBC 130 MPH, up to 18' wide 780, 790 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 7' - +32.8,- 36.7 9 x 7- +29.1,-32.6 9 x 8- +26.4,-32.8 16 x 8 - +27.7,-31.2 18 x 8 - +32.0,-36.0 1416.7 ]F99-B-039, Models 724, 730, FBC 140 MPH, up to 18' wide 735, 750, 800, 755, 765 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 7' - +47.2,- 52.0 9 x 7 - +41.9,-46.8 16 x 7 - +39.5,- 44.4 9 x 8- +36.7,-40.9 16 x 8- +34.6,- 38.8 18 x 8 - +30.0,-33.0 1416.8 99-B-057, Models 240, 200 Commercial Sectional (Single Struts) Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: F Other: Not for use in HVHZ 8' x 16' - +40,- 152 10 x 16 - +32,-41 12 x 16 - +26,-34 14 x 16 - +23,-26 16 x 16 - +20,-23 1416.9 99-B-058, Models 240, 200 IlCommercial Sectional (Alternate Struts) I http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhv4slKvTKI... 1 /16/2014 Florida Building Code Online Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 16' - +31,- 31 10 x 16 - +24,-24 12 x 16 - +20,-20 14 x 16 - +16,-16 16 x 16 - +14,-14 1416.10 99-B-059, Models 240, 200 Commercial Sectional (Double Struts) Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 8' x 16' - +61,- 69 10 x 16 - +48,-55 12 x 16 - +41,-46 14 x 16 - +31,-39 16 x 16 - +27,-34 I 1416.11 99-B-071, Models 775, 795, FBC 140 MPH, up to 18' wide 770, 780, 790 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 9' x 8' - +31,- 35 16 x 8 - +36,-40 18 x 8 - +32,-36 1416.12 1770, 99-B-072, Models 775, 795, FBC 130 MPH Exp. C, up to 16' wide 780, 790 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Not for use in HVHZ 9' x 8' - +45,- 51 16 x 8 - +36,-40 Back Mext Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eClk MW `a`t'.illi"t . .tS 3ifS3.7Ct .s http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhv4slKvTKI... 1 /16/2014 Joe Cicio From: Joe Cicio Sent: Friday, January 17, 2014 11:07 AM To: 'Rob Kodsi' cc: Joe Cicio; Carl John Peterson; Kenneth Arnold Subject: RE: Garage information Attachments: D00011714-01172014101307.pdf Good morning Rob, We will need door permits for all of the Windsor doors [ per building ] with engineers reports that the existing doors meet or exceed the above [ attached ] design pressures with product approvals attached and at permit issuance the panels may be modified accordingly. [ OPTION ] Submit permits for all new doors with current product approvals attached with engineers calculations from ASCE7-10 for 161 mph exposure D . Under current code design criteria the design pressures may be lower than what was originally permitted. Thanks Joe From: Rob Kodsi[mailto:TriconRealEstate(acfl.rr.com] Sent: Thursday, January 16, 2014 9:39 AM To: Joe Cicio . Subject: Garage information Joe, Per our discussion, attached following documents: - St. Lucie County license certificate for Omega Garage Doors (Subcontractor) - Portion of Contract between Oceanique and Omega evidencing type of garage model specs - Portion of A1A document evidencing garage model specs So all we would like to replace are the panels. Regards, Robert Kodsi, COM Tricon Real Estate, Inc. P.O. Box 320219 Cocoa Beach, FL 32932 Office: (321) 453-5360 Cell: (321) 863-3023 Web: tricondevelopment.com This communication, including any attachments, is intended solely for the confidential use of the person(s) named above. If you have received this communication in error, please notify the sender immediately and 1 deleteldestroy the original. Any reader other than the intended recipient is hereby notified that any review, dissemination, distribution or copying of this message is strictly prohibited. If this message contains property or listing information, no warranty or representation is made as to the accuracy of the information, and the same is submitted subject to errors, omissions, changes of price, prior sale, or withdrawal notice. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Joe Cicio To: Rob Kodsi Cc: Joe Cicio (cicioj@stlucieco.org); Carl John Peterson; Kenneth Arnold; David Johnson Subject: RE: Oceanique Garage Doors Good Morning Rob, We were able to review the original garage permits from the issue date of 2005 for the Oceanique project * The engineers statements and submitted product approvals indicate that DAB doors were used in the original construction. The original engineering also states that a negative 70 design pressure for a 9 foot door and a negative 64 design pressure for a 16 foot door had been reviewed and inspected at that time. You have indicated that you are now proposing to use Windsor overhead doors for the repairs which would call for the complete door system to be replaced inclusive of tracks and attachments * We would need 4 permits [ 1 for each building ] with a total door count of 121 doors. We would need duplicate signed, sealed and dated engineers design criteria determining the current design pressures for the openings as directed by the 2010 Florida Building Code as well as ASCE7-10 for each permit with the corresponding product approvals attached. The product approvals submitted for the Windsor Doors also indicate a much lower design pressure than originally permitted as well which would have to be clarified by your Design Professional as well. Thank You Rob and feel free to contact us if you need any further assistance �ose��. M. Ciciv Plans Ltanvnerll Stimcl u-cl Building Irispectol' BuildmgPlans E.vuniuer One RM] Two Txnily.Dwelling-Inspector One quid Two PanulyPlans Exuniner- St. Lucie Cowity Pl�uining-,uid Development Ser wces 772162--IjO From: Rob Kodsi[ma ilto:TriconRea IEstate@cfl.rr.com] Sent: Tuesday, January 14, 2014 1:54 PM To: Joe Cicio Subject: Oceanique Garage Doors Joe, As discussed with you yesterday, we are replacing garage panels at the Oceanique since our existing panels are rusting (attached brochure). I am not quite sure why we would need a permit since we are only replacing panels and not the garage door. The process is as simple as replacing old panels with new panels. Please let me know if we can proceed without obtaining a permit. •1 look forward to hearing back from you. Happy New Year, Robert Kodsi, CCIM Tricon Real Estate, Inc. P.O. Box 320219 Cocoa Beach, FL 32932 Office: (321) 453-5360 Cell: (321) 863-3023 Web: tricondevelopment.com This communication, including any attachments, is intended solely for the confidential use of the person(s) named above. If you have received this communication in error, please notify the sender immediately and delete/destroy the original. Any reader other than the intended recipient is hereby notified that any review, dissemination, distribution or copying of this message is strictly prohibited. If this message contains property or listing information, no warranty or representation is made as to the accuracy of the information, and the same is submitted subject to errors, omissions, changes of price, prior sale, or withdrawal notice. w, Joe Cicio From: Joe Cicio Sent: Tuesday, January 14, 2014 2:33 PM To: 'Rob Kodsi' Cc: Kenneth Arnold; Carl John Peterson; David Johnson Subject: RE: Oceanique Garage Doors Rob, The replacement of the garage door panels would constitute repairs as specified in the 2010 Florida Existing Building Code. [ replacement of damaged materials or elements ] I will pull the plans and verify which doors were used initially and then we can move forward from there. I cannot locate any current product approvals for Windsor Republic Door Company Thanks ;vsepkM. C%c%v Plans I,'Yarnill er .17 S'tandwld Building- Inspector Buildirrt - Plans Exxnufer One vld Two FwmilyDrvellujg-Inspector One w icl Two Family Plans Examiner St. Lucie County Plannins, and Development Services 772-1162-1.553 From: Rob Kodsi[mailto:TriconRealEstate@cfl.rr.com] Sent: Tuesday, January 14, 2014 1:54 PM To: Joe Cicio Subject: Oceanique Garage Doors Joe, As discussed with you yesterday, we are replacing garage panels at the Oceanique since our existing panels are rusting (attached brochure). I am not quite sure why we would need a permit since we are only replacing panels and not the garage door. The process is as simple as replacing old panels with new panels. Please let me know if we can proceed without obtaining a permit. I look forward to hearing back from you. Happy New Year, Robert Kodsi, CCIM Tricon Real Estate, Inc. P.O. Box 320219 Cocoa Beach, FL 32932 Office: (321) 453-5360 Cell: (321) 863-3023 Web: tricondevelopment.com 1 This communication, including any attachments, is intended solely for the confidential use of the person(s) named above. If you have received this communication in error, please notify the sender immediately and delete/destroy the original. Any reader other than the intended recipient is hereby notified that any review, dissemination, distribution or copying of this message is strictly prohibited. If this message contains property or listing information, no warranty or representation is made as to the accuracy of the information, and the same is submitted subject to errors, omissions, changes of price, prior sale, or withdrawal notice. Almond, naurd; STEEL., MA Florida Building Code Online 3 FIOddaptfit7lt BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search Buslnes Profiessi Pro(P duct Approval USER: Public User Regulation w Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL15080 New 2010 Approved X Product Manufacturer WINDSOR DOOR MFG. LLC / DBA WINDSOR DOOR Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 (501) 570-9253 RBELKNAP@WINDSORDOOR.COM Authorized Signature RODNEY BELKNAP RBELKNAP@WINDSORDOOR.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who JOHN SCATES developed the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 08/28/2014 Validated By Kurt Dietrich PE (l Validation Checklist - Hardcopy Received Certificate of Independence FL15080 RO COI Cert Independence sRESIPAN.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA115 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPtl EzMpAK9oZ2... 1/14/2014 Florida Building Code Online 3 r DASMA108 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 2005 Date Submitted 12/20/2011 Date Validated 01/13/2012 Date Pending FBC Approval 02/01/2012 Date Approved 04/03/2012 Summary of Products FL # IlModel, Number or Name Description 15080.1 11RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 RO II 99-A-061 RevE JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 RO II 99-A-075 Rev- Lock Installation s.odf FL15080 RO II 99-B-079 RevB s.pdf Impact Resistant: No Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 RO AE Eva] Report pan sRESIPAN.pdf Created by Independent Third Party: Yes 15080.2 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 RO II 99-A-061 RevE JambAttach s.pdf FL15080 RO II 99-A-075 Rev- Lock Installation s.pdf Approved for use outside HVHZ: Yes FL15080 RO II 99-B-080 RevC s.pdf Impact Resistant: No Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 RO AE Eval Report pan sRESIPAN.odf Created by Independent Third Party: Yes 15080.3 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 RO II 99-A-061 RevE JambAttach s.odf FL15080 RO II 99-A-075 Rev- Lock Installation s.odf Approved for use outside HVHZ: Yes FL15080 RO II 99-8-081 RevC s.pdf Impact Resistant: No Design Pressure: +27/-31.2 Verified By: JOHN E. SCATES, PE FL 51737 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 RO AE Eval Report pan sRESIPAN.pdf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 RO II 99-A-061 RevE JambAttach s.pdf FL15080 RO II 99-A-075 Rev- Lock Installation s.pdf Approved for use outside HVHZ: Yes FL15080 RO II 99-B-082 RevC s.pdf Impact Resistant: No Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 RO AE Eval Report pan sRESIPAN.pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPtl EzMpAK9oZ2... 1/14/2014 Florida Building Code Online 115080.5 11RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 115080.6 11RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 RO II 99-A-061 RevE JambAttach s.Ddf FL15080 RO II 99-A-075 Rev- Lock Installation s.Ddf FL15080 RO II 99-B-083 RevC s.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 RO AE Eval Report Dan sRESIPAN.Ddf Created by Independent Third Party: Yes DELS 724, 426, 735, 750, 755 Installation Instructions FL15080 RO II 99-A-061 RevE JambAttach s.Ddf FL15080 RO II 99-A-075 Rev- Lock Installation s.Ddf FL15080 RO II 99-B-084 RevB s.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes --valuation Reports FL15080 RO AE Eval Report pan sRESIPAN.Ddf Created by Independent Third Party: Yes 11115080.7 IIRESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 III Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.5/-28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS Installation Instructions FL15080 RO II 99-A-061 RevE JambAttach s.Ddf FL15080 RO II 99-B-095 RevA s.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 RO AE Eva] Report Dan sRESIPAN.odf Created by Independent Third Party: Yes 11115080.8 IIRESIDENTIAL PAN DOORS IIMODELS 724, 426, 735, 750, 755 III Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42.9 LISTED IS FOR THE 8' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Installation Instructions FL15080 RO II 99-A-061 RevE JambAttach s.Ddf FL15080 RO II 99-B-096 RevA s1.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes ?valuation Reports FL15080 RO AE Eva] Report Dan s.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: r] M eGhnk M credtSc rFHE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDquS73Fr2ZyiPt 1 EzMpAK9oZ2... 1 /14/2014 John E. Scates, Professional Engineer December 19, 2011 Windsor Door 5800 Scott Hamilton Rd Little Rock, AR 72119 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 Re: Evaluation Report for Residential Pan Doors Model 724/730 family To Whom It May Concern: At the request of Windsor Door, I have reviewed the drawings and tests listed below...The tests were conducted in a laboratory accredited by an approved accreditation entity, and the procedures complied with ANSI/DASMA 108-2005, ANSI DASMA 115-05, TAS 201-94, and TAS 203-94, The pressures listed on the drawings are either direct -results of the tests or results obtained through rational engineering analysis based on the actual tests. I have concluded that the construction shown on these drawings comply with the wind load requirements of the 2010 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3. _._...___... This -product-has--been--tested--and--constr-u conversion of MPH to PSF requires site -specific information that is, unknown to the manufacturer. _._...... _....... ... __. -. __. _...__.. -- -....- - -- -.._..--.._.._......_..- These drawing are static pressure only 99-B-079 Sheet 1, Rev B, 9' wide x 7' tall for +22.9 / -26.4 psf . 99-B-079 Sheet 1, Rev B, 9' wide x 8' tall for +19.2 / 722.2 psf 99-B-079 Sheet 2, Rev B, 16' wide x 7' tall for +18.7 / -20.8 psf 99-B-079 Sheet 2, Rev B, 16' wide x 8' tall for +18.7 / -20.8 psf 99-13-079 Sheet 3, Rev B, 18' wide x 7' tall for +18.7 / -20.8 psf 99-13-079 Sheet 3, Rev B, 18' wide x 8' tall for +18.7 / -20.8 psf 99-B-080 Sheet 1, Rev C, 9' wide x 7' tall for +22.9 / -26.4 psf 99-13-080 Sheet 2, Rev C, 9' wide x 8' tall for +22.9 / -26.4 psf 99-B-080 Sheet 3, Rev C, 10' wide x 7tall for +27.0 / -30.5 psf 99-13-080 Sheet 3 Rev C 10' wide x 8' tall for +27.0 / -30.5 psf 99-B-080 Sheet 4, Rev C, 16' wide x 7' tall for +22.2 25.0 psf 99-B-080 Sheet 5, Rev C, 16' wide x 8' tall for +22.2 / -25.0 psf ,� 99-B-080 Sheet 6, Rev C, 18' wide x 7' tall for +26.0 -29.1 psf / `` `� �;,:;� . , � 99-B-080 Sheet 6, Rev C, 18' wide x 8' tall for +26.0 -29.1 psf 9ftl 99-13-081 Sheet 1, Rev C, 99-13-081 Sheet 1, Rev C, 99-13-081 Sheet 2, Rev C, 99-13-081 Sheet 2, Rev C, 99-13-081 Sheet 3, Rev C, 99-B-081 Sheet 4, Rev C, 99-13-081 Sheet 5, Rev C, 99-13-081 Sheet 5, Rev C, 99-8-082 Sheet 1, Rev C, 99-13-082 Sheet 1, Rev C, 99-13-082 Sheet 2, Rev C, 99-13-082 Sheet 2, Rev C, 99-B-082 Sheet 3, Rev C, 99-13-082 Sheet 4, Rev C, 99-13-082 Sheet 5, Rev C, 99-8-082 Sheet 6, Rev C, 99-13-083 Sheet 1, Rev C, 99-13-083 Sheet 2, Rev C, 99-13-083 Sheet 3, Rev C, 99-13-083 Sheet 4, Rev C, 9' wide x 7' tall 9' wide x 8' tall 10' wide x 7'tall 10' wide x 8'tall 16' wide x 7' tall 16' wide x 8'tall 18' wide x 7'tall 18' wide x 8'tall 9' wide x 7'tall 9' wide x 8'tall 10' wide x 7'tall 10' wide x 8'tall 16' wide x 7' tall 16' wide x 8'tall 18' wide x 7'tall 18' wide x 8'tall 9' wide x 7' tall 9' wide x 8'tall 16' wide x 7'tall 16' wide x 8'tall for +27.0 / -31.2 psf for +27.0 / -30.4 psf for +27.0 / -30.5 psf for +27.0 / -30.5 psf for +26.0 / -29.1 psf for +26.0 / -29.0 psf for +26.0 / -29.1 psf for +26.0 / -29.1 psf for +31.2 / -35.8 psf for +31.2 / -35.4 psf for +31.2 / -35.4 psf for +31.2 / -35.4 psf for +31.2 / -34.0 psf for +31.2 / -34.0 psf for +31.2 / -34.0 psf for +31.2 / -34.0 psf for +42.6 / -48.9 psf for +42,6 / -48.9 psf for +35.3 / -38.9 psf for +35.3 / -3.8.9 psf 99-13-084 Sheet 1, Rev B, 9' wide x 7'tall for +42.6 / -48.9 psf _. ---- ._........_..._.. - -- ---.._ _. _..----..- _...-- --- ---------------.. ---- - - - -_ -- ..._._..-.....- 99-B-084 Sheet 2, Rev B, 9 wide x 8 tall for +42.6 -48.9 psf 99-A-075 Lock Installation (for all drawings listed above) 99-B-095 Rev A 20' wide x 7'tall for +25.5 / -28.5 psf 99-13-095 Rev A 18' wide x 7' tall for +31.5 / -35.2 psf 99-13-095 Rev A 16' wide x 7'tall for +39.9 / -44.5 psf 99-13-095 Rev A 14' wide x 7'tall for +45.6 / -50.9 psf 99=B-095 Rev A 12' wide x 7'tall for +53.2 / -59.3 psf 2 kz(t t1(t< These drawing are windborne debris and static pressure 99-13-096 Rev A 8' wide up to 8' tall for +37.8 / -42.9 psf, 21" tall sections max. 99-B-096 Rev A 9' wide up to 8' tall for +37.8 / -42.9 psf, 21" tall sections max. 99-13-096 Rev A 10' wide up to B' tall for +37.8 / -42.9 psf, 21" tall sections max. 99-13-096 Rev A 16' wide up to 8' tall for +30.8 / -37.66 psf, 21" tall sections max, 99-13-096 Rev A 18' wide up to 8' tall for +30.8 / -37.66 psf, 21" tall sections max. Model Description These door models are included in this approval for all drawings: Models 730, 724, 426, 735, 750, 755 These doors are 2-inch nominal thickness: Model 730 is a 25 gage pan door with plain emboss panels. Model 724 is a 25 gage pan door with pattern inside the embossed panels.. Model 426 is a 25 gage pan door with horizontal ribs in lieu of rectangular embosses. Model 735 is a 25 gage insulated pan door with % inch of polystyrene insulation. Model 750 is a 24 gage pan door with plain emboss panels. Model 755 is a 24 gage pan door with striped emboss panels. These models are basic doors with "carriage door" decorative additions: Model 755 is equivalent to Model 750 for the purposes of windload limitations. Test Reports ----- - -- - - -- -----The-Model-730- was -tested,- understood --to be the -minimum or -equivalent -of -all -model listed herein. The Windsor test reports Were: ETR-0194, ETR-0195, ETR-0196, ETR-0197,-, ETR-0198, ETR-0199, ETR-0200, ETR-0205, ETR-0206, ETR-0207, ETR-0208, ETR-0209, ETR-0210, ETR-0213, ETR-0216, ETR-0217, ETR-0218, ETR-0219, ETR-0221, ETR-0222, ETR-0240, ETR-0241, ETR-2009-12-01A The ATI test reports were: ATI A0679.01-801-44 dated 6/24/10 ATI A0679.02-801-44 dated 6/24/10 ATI A0679.03-801-44 dated 6/24/10 t' 4•1i6 idi ; ATI A0679.04-801-44 dated 6/24/10 k'° '! ' (.''i;y'` sky 1 Ate °�a • "�,; . 3 Test Lab Tests were conducted at Windsor Test Lab''in Little Rock, AR. This facility was A2LA accredited to conduct the DASMA 108 test procedure at the time of testing. For the Windborne Debris model, tests were conducted by Architectural Testing in Southlake, Texas. Testing was conducted in a manner to demonstrate Static pressure per ANSI/DASMA 108-05, and Windborne Debris per ANSI/DASMA 115-05 and per TAS-201 & 203. The tested doors were the widest size with tallest section height, being 100 and 180. These sizes therefore also demonstrated smaller sizes of 16', 9, and 8', along with shorter section heights of 19.25" to create 8' tall, 5-section stacks. No extrapolation of the impact/wndborne debris pressures was used. Jamb attachment It is recommended that the door opening be framed on the inside face with 2x6 lumber secured to the building as a mounting surface for the door itself. Spruce -Pine -Fir (SPF) was used in the testing. Various means of fastening the 2x6 to the building are illustrated on Windsor drawing 99-A-061, RevE. Additional information is available in DASMA TDS-161 (Technical Data Sheet) at www.dasma.com. "-"----"-"—"-Mounting the door-airectlyto-the-binding-w'it�tiout-the-2x6-teas-r�ot-been evaluate :--------------- This Evaluation Report does not address design of the wall/jambs themselves. Merely mounting -the 2x6-to--the-building-does-not-ensure-that the--underlying-wall-str-uctur'e-is--------- sufficient to withstand fastener pullout or jamb collapse under windload. Walls and Jambs should be designed (by others) to withstand the loads imposed by door and fasteners onto the building. Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. The maximum door width approved with this report is 20' wide. G AIAO 4 The maximum door height approved with this report is 7-sections. The location of the track brackets as shown on these drawings may vary by plus or minus 1.5 inches. Low Headroom track may be used in lieu of Standard Lift track. The horizontal track may be reinforced with an angle as needed to support the door weight. The construction of the horizontal track, including the track thickness, is determined by Windsor Door and does not affect this windload evaluation. Stop molding must be installed along the vertical jambs and across the header of the opening so that the size of the opening is reduced sufficiently to provide at least 7/16 inch of overlap with each edge of the door. Stop molding is to be secured with "61)" or larger nails, or screws on spacing not to exceed the spacing noted on the drawings. "Finishing nails" may not be used: The larger head of the 6D or screw is a requirement. The rated pressures may not be achieved unless the door is held closed during the wind event. Locks must be engaged into both tracks for 2-car widths, and into at least one track for 1-car widths. The lock instructions of 99-A-075 apply to all drawings except 99-B-095 and 99-13-096. Alternately, an electric operator attached to the door (drawbar -type) prior to the wind event may be used. ..__..... No glazing (windows) are approved for drawing 99-B-096.due to the impact requirements. ........ . Glazing on other doors are as shown on the respective drawings. These door construction on drawing 99-13-096 has been demonstrated to comply with both .......... .---.... .... ............ -._._,-.------ Static and-V17indborne=Debris-locaies-ofTth-e-Code. - However they--have--not -been--fully------------------ evaluated for use in the High Velocity Hurricane Zone (HVHZ). sir. k tes, P.E. FL k 51737 5 :2 ' 2' GALY. STEEL HORIZONTAL TRACK 18 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR '1//4 XlRK 7d'-X 11/ LONC CAifit.+::6.. 47: & NUf NEX BFXJ' SMF UhO 5C$L = 3/4' X 1-1/2" X 13 CAGE MIN. GALV. STEEL HORIZONTAL ANGLE -:13 GAGE GALV. STEEL TRACK SPLICE . 2 1 .4' X 3 4AL SO OR FLAG BRACKET. FASTEN TO WOOD SHR' JAMBS WITH 5/16• X 1-1/2" LAO SCREWS. DETAIL D 2' GALV. STEEL VERTICAL TRACK BOLTM TO TRUCK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. - 18GA. (9 X 7). 160A. (9 X 8). 63" 1 0:X 8) -T (2 BRACKETS EACH SIDE) COMMERCIAL (9 X 7) 42 9::x 7jj 37 9,X 8)(3 BRACKETS EACH SIDE) COMMERCIAL (9 X 8} I SECTION B—B P.S.F. TABLE: ,.,..,..._. ,: .DOOR SQE :.DESIGN. PREMURE TEST. PRESSURE W1+J1)IF.; .)EI6?ti 1'OSIFNIE ti€G•Sl?F` F'451.T.E NkLiT1VE 9 (} fi:'—Pt" +22.9 —26.4 +19.2 —22.2 +28.8 -33.3 GAGE GALV. STEEL TOP BRACKET OPf10NA. SSEI . .,,At7iNA G.AS5.•LIGHTS ,.. .. A USING ; CONSTRUiNON:' ` (2) SiNUTS WITH 14 GAGE ROLLER HOLDER (SEE DETAIL D) 7/16' DIA. STEM. ,,,rr 22- ROLLER WITH TIRE: NYLON OR 7 BALL STEEL. (9 X 7). - 2" ROLLER WITH 7 18' DIA STEM. ET B TIRE: 7 BALL STEEL (9 X B). :. 7' OR 5' OPTIONAL LOCK ' NOTE: DOOR MUST BE INSTALLED ' .t WITH ETDiER pry ELECTRIC OPERATOR 9• OR A LOCK (MUST ENGAGE BOTH TRACKS ON DOORS WTIH EXTENSION 3::STRTNg� (S'NCi, E CAi`yi 'MR ea•IT'; SPRINGS). 3" 2DGA (SEE DETAIL A) ., -hd 4 X 1d `AIR V�-..NZS 17 iOLUMNj .. R D D -:GALV. STEEL END HINGE COMMERCIAL �Ma l AL OPEN 00 ATTACHED WITH 5 FASTENERS. 14 GAGE. (SEE DETAIL C). VA. ZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4' LONG HEX HEAD SELF-- DRILLING SCREWS. 3` (2 PER VERTICAL STILE) THIS STRUT ON HINGE , USEOtc, ar�A;:sE1F LEAF. (SEE DETAIL 0) OTHER UTS IN MIDDLE T1}Y_ifK "THROUGH TO° LEsi F`HINCr~ OF TOP k BOTTOM SECTIONS. I DETAIL A 3" ZDGA'WIDE-STRUT 20 GAGE END STILES f 1-3/8' POLYSTYRENE INSULATION jj OPTIONAL FOR MOD. 724, 730 1MIT}i I 750, 755, 426. - - CAP i 21" OR24" < R .. HIGH PANEL .. - GALV. AND PRFPAINTED"STEE1 25 GAGE ALL MODELS EXCEPT 24 GAGE '73.`GACE GALV. STEEL BOTTOM BRACKET I - MODEL 750. 755 ATTACHED WITH 2 FASTENERS 10 ' BOTTOM MRSCREWR. CAN BE ABOVE ORBELOW ...... " GAGE 5/16" X 1-1/2" EDCAPUSEON SCREW H 9 X 8 DOOR ONLY ."-20 GAGE GALV. STEEL CENTER STILE .. " •r' 70G—L—LOC OR POP RIVETED TO PANEL, NOTEc GWJNC DOES NOT SATISFY IMPACTA. DETAIL C „ DEBRIS ".. REMENTS IN FBC ) -- 1/2 .....FA CAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION A -A 1-1/2" FASTENED WITH (4) 1/4" X 3/4" ✓ /� (, HEX HEAD SHEET METAL SCREWS. P.O. BOX 8915 NOTE: ALL NON—DESCRIPTNE FASTENERS SHOWN TO BE ul1Lt KUGK• All1/4'-2D X 5/8" HEX BOLTS &NUTS OR • = M�R MOR 72219-8915 1/4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. -a. _ 1.(501) 562-1872 M 724, 426, 730. 735. 750, 755 _... PART NAME: .. . WINDLDAO RESIDENTIAL PAN DOOR 3i24 FAiRGATE DR : - - TOLERANCE W1 8 tL;;orsorito : Tx 75G07 B — 12/15/11. RLB TYPE 56308'Mf '2203 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATm TO WITHSTAND THE PRESSURES pE, A 2866 3 10,/08 RLB FRAC"': V64 ..NEXT LEVEL DATE, 1 DEC. t .015 LISTED TJ THE TABLE ABOVE VA TESTING TO pN51/DASMA 108-05. ) 4o2—�c� � .. ��:`® DWG NO. '. 2848' 1.1 .1 07 RLB AMC. is 1 11 1 . D7 / / / 99-B 079 DETERMINATION CF SUITABILITY FOR SPECIFIC STIES IS THE RESPDNSISIUTY OF OTHERS. Pt'N�AiS a. y tRP:�4rfeotS�.i .oT �zf(.'4j (',� SCALE PLOT SCALE DRN, eY 5HT 1 �F 3._ ndlona.eaAen)A�,en e1u: REV. E.C.N. DATE: APPROV. NONE HH. 2' GALV. STEEL VERTICAL TRACK 1 EGA . #4 IBRACKETS EACH SIDE FOR LAG 93 X 1-1/2- X 13 GAGE MIN. 1/4" X 1/2' LONG STEEL HORIZONTAL ANGLE. USE 017RA ��+ BOLT k NUT 1/4 X 3/4 HEXkeAD:SELF TRaWNO SCRE9' SUH.ER 1 AL SOTREi4S: . STEEL HORIZONTAL GAGE; OR 13 GAGE ICRE:WEIGHT 1 DETAIL D 63' (10 X 7) 74" (IS X 8) _ .6. SMUTS ALTERNAT VSN�iG W STRUT 7g COMM . 20 WIDE f16 X: S OPTIONAL SSB c`\ (SEE DETAIL A) � _ f'A` GLASS LIGHTS _ 2" ROLLER WITH 7/15' DIA STEM. i TTIIRE: EL B {t6 X 7 7 BALL SHORT STEMIL I {1fi XI 10 BALL LONC STEM Ti u LQ '. T - 7' OR a a. ].�, OPTIONAL LOCK -' '�"--STRUr ON UPPER PART OF L. .. SECT10 OVER HNG LEAF- `SEE DETAIL 6:). T.6'(DCUBLE CAR } - i--CALV. STEEL.-(14.GAGE) COMMERCIAL 4` RE6 AIR YENi30 OPTIONAL 4 4E0 D • 24 $O RD HINGE -A. ACHED. LONG PANEL TH 5 FASTENERS..: 6, Ft MIN. TO FL`OPEAT. EMBOSSES A{iEA}: OPTIONAL. CENTER STILES (S CALUMN51 CENTER HINGES 3 COLUMNS) GALVANIZED STEEL USE ONE EXTRA SELF STRUT ATTACHED DRUNG SCREW THROWH WITH 1/4" X 3/4" TOP LEAF OF HINGE, LONG HEHEADEND STILE do RAIL SELF DRILLING SCREW TYPSCAL FA7 FAT1R T.25" L '20 GA."E6N0 a (2 PER: VERTICAL STILE) EN,O'RLN0e "r p ENDCAP SSTRU ON DYER UPPER FART' OF 3' LEAF. (SEE DETAIL B�. t7 a �t DJ L U F-- 2:75`I Qa. 1-3/6" POLYSTYRENE DETAIL A ' + 21' OR 24"HIGH INSULATION OPTIONAL 0 DETAIL C '0 GAG. END STILES -FASTENED WITH PANEL GALV. AND FOR MOD. 724, 730. p. 3" 209A W96E STRUT (TES %,7) CCrt-LOSS _TO PANEL USE END CAP - 750, 755, 42fi 3- 1BGA'WIDE STRUT ((16 X 8 YJER END STILES. ( SEE DETAIL C) PREPAINTED STEEL y 25 GAGE ALL STOP MOUlDI4C NAS.f'J 3TY't3" ,..... ,.. _.•.MODELS EXCEPT .... „_ ST44'T ;ON BOTTOM.,BRACKE(, ._. _O .... ,. „, . .. _.. �, 6-D TYPE NAIL 69N, 24 GAGE MODEL .. 750. 755 WJg$ 42- (16 X 7) 50' (16 X 8) 22� 7) 24- (18 X 8) SECTION B—B P.S.F. TABLE .DOOR SZE DESIGN. PRMSURE TER. PRMSU� WIDTH: HOd�""'POGGNE NEGAT.NE P850NE NEOA7iYE 16'-0" 7'-0" +18.7 -2D.8 +28.1 "31.2 16'-0" 8'-0"+18.7'-20.8, +28.1 -31.2 .: 13 GAGE GALV. STEEL LH: BOTTOM BRACKET NOTE: .DOOR NUST OE INSTALLED 116' t - ATTACHED WITH 2 WITH EITHER M ELA IC 0P TOR % FASTENERS. BOTTOM OR A LOCK LMUST ENGAGE BOTH %( / LAGtSCREW 5/16' x 1-1/2` SCREW CA64 BE ABOVE DETAIL .B TRACKS�DN DOORS�WLTH-ECIQTSION SECTION A —A OR BELOW ROLLER SPRINGS). =20 GAGE GALV. STEEL CENTER SHLE ', .. TO L-LOC POP TO GLA 18 GAGERCAN. STEEL CENTER HINGE RESIDENTIAL NOTE: DEBRIS DOES NOT IS SATISFY IMPACT 116' 7 DEBRIS FtE0U1RET1ENT5 W FBC }v.( ABOVE FASTENED WITH (4) 1/4' X 3/4' 1-1/2' HIX HEAD SHEET METAL SCREWS. - P.O. BOX 8915 LITTLE ROCK, AR wAl11DSOR )DOOR )DOOR 9-0915 NOTE ALL NON-DESCR.PRVE FASTENERS SHOWN TO BE !(501) 562-1872 1/4e 20 X 5/6' HEX BOLTS k NUTS OR t/4 X 3/4` LONG HEX HEAD SHEET METAL SCREWS. - - DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DfSMA 105-05. DETERONATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBIUTY OF OTHERS, f 5 . .. .. pE: -- soo7 —Zza3 RK¢Lon of deli"•¢: (z� (q. r' l� MODELS: 724, 426. 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR Wl B B --- 12/15/11 RLB 70LERANCE A 2856 3/10/OB RLB 0-t?OI5 ANc. t t' N7(7 LLK� -PLOT DATE 11 1 07 DWG, NO. 99—B-079 2848 11 1 07 / / � RLB REV. E.C.N. DATE: AoPROV. SCALE „NONE SCALE DRN. BY BH ISHT 2 OF 3 STERS.'TRACIf. E FLA$ BRACKET, i-WOOD,JAMB X, 1-1/2- 4S - - (3) 1/: CA MACE 8CL15 .3/4- X 1-1/2" X 13 GAGE MIN. GALV. STEEL 'HORIZONTAL ANGLE 1/4' X 3/4' SHEET METAL ' SCREWS HEit HE10 SE1F',: �. ,2 GA}.,V. STEEL H{%iZ7i:0i!ITpp11.. DRLLING SCREW STEEL ;TRACK Tfl� GAGE OR 13,.GAW� DETAIL: D, TRACK BASED ON'T- W<IGHT Fz " THE DOOR. ,20X bugs X'.. ,. CK NOLTS., 63' ((LB' X 7 74'�{18, X 8jj 3' �&tF. DETAIL 'V OPENING f7GHi HE] J T I— 2.75' ---I . HE4Gt1T) DETAIL A 42' (18 X 7) 50'i1BXBi 3' 18GA WIDE STRUT POLYSTYRENE INNSUITION 21' ((18 X 7)) STANDARD FOR 24" (18 X 8) MODEL 735. DETAIL E V,� BRACKETS EACH SIDE 20 GAGE END STILES - FASTENED WITH T lG EL NCCS TO PANEL USE END CAP M. �_OVER,fND STILES. ( SE. DETAIL C)..., . STOP MOULDING NA&M EVERY S' { 6-0 TYPE NAIL MIN . ---------_- SECTION 13-8'. STEEL WINDLOAD TRACK BPAQ FASTEN TO WOOD AWES WITH ;WASHERS. PREPARATION OF , P.S.F. TABLE DOOR SIZE DESICN PRESSURE TEST PRESSURE Tom RED POS G : P . - I�DAlw- 18'-0" 7'-0" +18.7 —20.8 +28.1 —, 1$'-0" 8'-0" +18.7 —20.8 TOP BRACHEf.--- 2' HURRICANE ROLLER WITH B 7116' CIA. LONG STEM. RE: STEEL 10 BALL OPTIONAL LOCK CLASS LIGHTS PTIONAL k Bs. A --wON UPPQ3 PA �OF I . —Ia. (DOUBLE CAR) .. - SE F a(S E. HAIi 91- OPTIONAL LONG PANEL GAIN, STEEL (14 GAGE) COMMERCIAL �EMBOSSFS-- WITfH IINFACHED CEh"fER ERB.:STILES (7 COWLINS) CC SEE DETAIL B CENTER HINGES (3 COLUMNS) y UP 4 X 16 AIR AVEOS SECT�IO 0 OV62P 1NG 'C OF I WN.�20 so TOTAL OPEN; '2D: GAGE .E�D .STILE$ . 1E}r.6.E'DCTAl'D. ;lRrJS). OPAONA,. 1� CAP STRUT ON LOWER PART OF USE TWO EXTRA SELF DRILLING SS�s7N ABA NINE' SCREWS THROUGH HINGE LEAF d (�il,h �Illll�lil�l[111�11111®i�11iI�i�E;; �ianuu��nr�l�ur��11f�1�11�117fG11�lII�wlEl rmim timmmm HMljjI L:T.��: END STILE & RAIL AS SHOWN. STRUT ATTACHED STEEL TYPICAL EACH ENO HINGE. STRUT ATTACHED 2' - WITH 1/47 X.3/4• P:; . LONG HEX HEAD SELF DRILLING SCREW , (2 PERVERTICALSTILE) Q YSTYRENE DETAIL C° 21' OR 24' - INSULATIONLOPTIONAL HIGH PANEL FOR MOD. 724, 730, GALV. AND 750. 755, 426. ... ..,. 25 ARE-AUED STEEL - .- _:.::._ RAILS v: ._ OWRN�IITEKR NOTE:. DOOR SELENTRIC OPERATOR PREPAGE,ALLT. ...:' ., ,,..,. STRUT LN NIDOLE..QF .._ ...:.:_.,. .. ._.: .. 44�- . MODELS EXCEPT BOTTOM: SECTION. TRACHS ON OORS WIDI EXTENSION .,.. 24 GAGE NOOEL Q, SPRINGS). 75D, 755. I3 GAGE CALV. STEEL- . ., BOTTOM BRACKET AT f ATTACHED 3 DETAIL B . FASTENERS.. DOTON �,.. 2 SCREW CAN BE ABOVE . OR BELOW ROLLER. 77 SECTION A —A NOTE GLAZING DOES NOT SATISFY IN'ACT 20 LADE GALV. STEEL CENTER STILE I. S REQUIREMENTS IN PBC 1 �/ Q 1 TOG-L-LOC OR POP RIVETED TO PANEL - 8 X (, 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4" HEX HEAD SHEET METAL SCREWS. P.O. BOX 8915 LITTLE ROCK, AR . wmmmlOR DOOR 72219-8915 NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BEI 1 (501). 562-1872 1/4�-20 X 5/6' HIX BOLTS & NUTS OR 1/4 X 3/4' LONG HEX HEAD SHEET METAL SCREWS DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESDNG TO ANSI/OASMA 108-05. DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. I 724. 426, 730, 735, 750, 755 PART NAME WINDLOAD RESIDENTIAL PAN DOOR !/15/11 RLB TOLERANCE W1 B /10/65 RLB FRAC.: 6,4, NEXT LEVEL DNiC,. N0. DEC. t .015 DATE: I/1/07 . RLB ANG. t at 11 1- 07 99—B-079 DATE: APPROV: SCALE PLOT SCALE DRN. BY SHT 3 OF 3 NONE SH END STILE & RAIL AS SHOWN. STRUT ATTACHED STEEL TYPICAL EACH ENO HINGE. STRUT ATTACHED 2' - WITH 1/47 X.3/4• P:; . LONG HEX HEAD SELF DRILLING SCREW , (2 PERVERTICALSTILE) Q YSTYRENE DETAIL C° 21' OR 24' - INSULATIONLOPTIONAL HIGH PANEL FOR MOD. 724, 730, GALV. AND 750. 755, 426. ... ..,. 25 ARE-AUED STEEL - .- _:.::._ RAILS v: ._ OWRN�IITEKR NOTE:. DOOR SELENTRIC OPERATOR PREPAGE,ALLT. ...:' ., ,,..,. STRUT LN NIDOLE..QF .._ ...:.:_.,. .. ._.: .. 44�- . MODELS EXCEPT BOTTOM: SECTION. TRACHS ON OORS WIDI EXTENSION .,.. 24 GAGE NOOEL Q, SPRINGS). 75D, 755. I3 GAGE CALV. STEEL- . ., BOTTOM BRACKET AT f ATTACHED 3 DETAIL B . FASTENERS.. DOTON �,.. 2 SCREW CAN BE ABOVE . OR BELOW ROLLER. 77 SECTION A —A NOTE GLAZING DOES NOT SATISFY IN'ACT 20 LADE GALV. STEEL CENTER STILE I. S REQUIREMENTS IN PBC 1 �/ Q 1 TOG-L-LOC OR POP RIVETED TO PANEL - 8 X (, 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4" HEX HEAD SHEET METAL SCREWS. P.O. BOX 8915 LITTLE ROCK, AR . wmmmlOR DOOR 72219-8915 NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BEI 1 (501). 562-1872 1/4�-20 X 5/6' HIX BOLTS & NUTS OR 1/4 X 3/4' LONG HEX HEAD SHEET METAL SCREWS DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESDNG TO ANSI/OASMA 108-05. DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. I 724. 426, 730, 735, 750, 755 PART NAME WINDLOAD RESIDENTIAL PAN DOOR !/15/11 RLB TOLERANCE W1 B /10/65 RLB FRAC.: 6,4, NEXT LEVEL DNiC,. N0. DEC. t .015 DATE: I/1/07 . RLB ANG. t at 11 1- 07 99—B-079 DATE: APPROV: SCALE PLOT SCALE DRN. BY SHT 3 OF 3 NONE SH NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BEI 1 (501). 562-1872 1/4�-20 X 5/6' HIX BOLTS & NUTS OR 1/4 X 3/4' LONG HEX HEAD SHEET METAL SCREWS DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESDNG TO ANSI/OASMA 108-05. DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. I 724. 426, 730, 735, 750, 755 PART NAME WINDLOAD RESIDENTIAL PAN DOOR !/15/11 RLB TOLERANCE W1 B /10/65 RLB FRAC.: 6,4, NEXT LEVEL DNiC,. N0. DEC. t .015 DATE: I/1/07 . RLB ANG. t at 11 1- 07 99—B-079 DATE: APPROV: SCALE PLOT SCALE DRN. BY SHT 3 OF 3 NONE SH I miwd.com Dealer Home Where to Buy Brochures Contact Us ®E9 P% rgy t1p Home Homeowners Professionals Resources St a 1 Support Ask the Expert Where To Buy Installation Instruct Ask The Expert Answer What is the difference between Design Pressure, Performance Grade, and Structural Test Pressure POSTED MAY 24, 2012 Recent F The terms "Design Pressure", "DP," "Performance Grade," "PG," and What is "Structural Test Pressure," "STP" have in the past been loosely used by truCt some in the field. S, tructt. The specific definitions of these terms have been carefully confirmed with the publication of AAMA/WDMA/CSA 101/I.S.2/A440-08, NAFS — What's North American Fenestration Standard/ Specification for windows, and R- doors, and skylights. Those definitions follow: What is Design pressure (DP) — a rating that identifies the load, induced by wind and/or static snow, that a product is rated to withstand in its end - use application. (Not to be confused with performance grade (PG) or structural test pressure (STP).) Loads induced by static snow are applicable only to unit skylights, roof windows, and TDDs. Performance grade (Grade or PG) — a numeric designator that defines the performance of a product in accordance with this Standard/Specification. (Not to be confused with design pressure (DP) or structural test pressure (STP).) Performance grade (PG) is achieved only upon successful completion of all applicable tests specified in Clause 5. Structural test pressure (STP) — the pressure differential applied to a window, door system, TDD, or unit skylight. In this Standard/Specification, the STP is 150% of design pressure (DP) for windows and doors and 200% of design pressure (DP) for TDDs and unit skylights. (Not to be con sed with design pressure (DP) or performance grade (PG).) In other words, design pressure and structural test pressure are strictly structural qualifications, irrespective of the results of any air leakage resistance testing or wFpenetration resistance testing. On the other hand, the performance grade o product is limited by the lowest/least performance of its structural, air leakage resistance, or water penetration resistance test results; operating force and/or forced -entry resistance requirements may also apply. Tags: AAMA , design pressure , NAFS , performance grade , structural test pressure yes p .... ........................ .. ......... r�........��.. ................ /csox, Add Your Comments 4S?euc-7-tO" C _.___..............._.._......._._____....._._.___.___.._.__._....___ t ¢ WA7-�� E NAME' ................................................................................................................................................................................................ conduc windov My city glass v Califor glass r What's PreSSL Perforr How di MI Ene quieter Tags energy MI ene MIWD energy conder double double humidi windov emerge buildin! escape http://www.mienergycore.comisupportlask-the-expertlpostl9l2949-what-is-the-difference-between-design 2/12/2014 .��LiGFI% C/OUWt-L�x 9 BUILDING & CODE SYSTEM You are logged in coc15\dC1o1 as: Version 21.11A I Property Valuation Property Alert Edit Permit I Search Permit Review I Inspection ( Permit Fee/Payment Misc Fee Contractor I Reports Maint I Fiscal Post Date Maint ERD View Edit or Add Permit -J view, EDIT PERMIT PnntALt Fprms F Submit Query i """ ry Pnnf- Add New Renewal Permit Permit # Confirm # Status Print Flood Hazard Form nter Permit # ( Press ENTER) 24050644 24050644 + Finaled E S _ Enter ZC Proposed Bus Name Press ENTER ' 1 PROPERTY INFORMATION VE Location: NORTH ISLAND 88803 (CONTACT INFORMATION Add`Contact Type (Contractor OwnerBwlder,Tenant Applicant, PerinitRuriner) ...._,a... iId 1. Click to Edit Property Owners and Then Return I 2. to Update Property Owners Type Name Company Cert # ;Phone Fax ;Cell —-.--.—� Email StreetAddr City State Zip TRICON Delete KODSI ; DEVELOPM...; ; (321) 453- (321) 453- COURTENAY i ' MERRITT FL i 32953 .Contractor ROBERT D . OF 5360 ,3618 BREVARD PKWY ISLAND i Property OCEANIQUE i _. _.._............_.........._Owner._.._._.-...----....-._._..:....._._.__.._...__...._u...---.._..__...............----.._....__..__....._.........__.......-.._..................................----...------ 4180 N AIA PORT PIERCE FL `34949 E PERMIT INFORMATION EDIT Permit lnfomiation Renew This Permit, Permit #: Category::: Permit 24050644COMMERCIAL 0..-_.......... Permit Status: ! Finaled Permit Type BUILDING COMMERCIAL .... . ..... ; Confirmation # _._ ........ .—...._^. Date Applied: j5/14/2004 ��-���-�� Taken By: !nellb Date Issued: 9/15/2005 Issued By !johnsonm Date Finaled v22/zoo? .� Posted By .boones _ Flat Fee Valuation w Date Voided: 1. Voided B 3 Date Expired 3/9/2007 j Expired P By: i. _., DateOrigExpired Date Renewed:Renewed By FCC.: PARKING GARAGE 321 -- . Max Expire Date ,3/9/2007 w, / ---- I SUB TRADE PERMITS INFORMATION ...... _.... . Add Sub Penmit I Tvtrc rr, 1 e: r Sub Pe Type Reg CIaC( L........._...._....._......_.._.._....._.. _...._.__..."1.._..__ Status] Contra I Companl Cert# Status ..i........_i_........_.._......................_..........................J.._.................... OwnerB Tenant Phone ]ob Date Ap Filed By Date Issl Date Fin Date Ex Status M � a........__..1........ j t i ........................ ..._....................1............ _..._. __.................. _..........._!........................ ,....... ......... _ r COUN.... CERT... IS 501 jj DAYS ` i ELEC... ELEC... Edit DeletE ' 2405...1 - j i I ELECPRIDE i PRIDE SERV... i(772) ' LATE. ' LIABI... ! - - -01 ! Finaled! ; 21436 Dorm... WALT...': OF FL 468- 8/25... nelib 19/15... 1/22... 3/9/... INSU... RESI... CERT... INC 9205 i € IS i (I A... i MISS... INSU.. i IS 325 iDAYS :............ : ... ............... ....... ............._�........................:....................... ....................... ................. I................... .... ............ .............LATE. ............. .................................................... STATE i . CERT.. ....__ . http://code/(S(4fcgyflihjfk5uwlz4wvbcge))/Add_EditPermit.aspx 1/14/2014 i Edit j Delete 2405.., t i PLUM...; PLUM.. — _02 RESI... CERT... i ., ......._.... ....... :_........._...........a....._ I ....... ..... ... f :...................... .:..............__..... MECH... Edit 1 Dole tE 24050... f - DO -03 NOT USE ROOF ; Edit DeletE 2405.., ! ROOF... -04 FIBE... _. SHIN...: iZONING COMPLIANCE PERMIT IS 1232 DAYS j LATE. COUN... j CERT... ATLAKAN... PLBG... (321) : DAY57 19285 i Dorm... Floated, TIME : ENG 728- 8/25... nellb 9115... 1/22... 3/9/... LATE. INC i 4423 i LIABI.. i INSU... IS 378 DAYS LATE. i WOR... i i INSU... IS 378 DAYS LATE. RICHA. i ° ( 772) i Floated ' i WHIT.." 2 i 88- 8/25/2... nellb 9/15/2...? 1/22/2.. 3/9/20... 4829 INSU... IS 296 DILL... VERO;DAYS (772) . BEACH ' i ` LATE. - GARY j ROOF.,.; 20959 i Hold i 770- i 8/25.., nellb 9/35.., , 1/22... ; 3/9/... yVOR.,. M INC ' : 3782 INSU... i IS 176 I DAYS http://code/(S(4fcgyfiihjfk5uwlz4wvbcge))/Add_EditPermit.aspx 1/14/2014 ILI 3 You are logged in CDG1S\C1C1oj BUILDING & CODE SYSTEM as: Version 21.11A Property valuation Property Alert Edit Permit Search Permit Review I inspection I Permit Fee/payment Misc Fee contractor Reports maint Fiscal Post Date Mal"t ERD View, Edit, or Add Permit ADIDIOR EDIT P_E_R Submit Query Print" A enewal,Pgrimlil MIT. ...... ..... , �PAW 9 f[Print ALL'Forrrs'l Permit # Confirm # Status --print Flood Hazard Form Enter (PressENTER)24050646 1 7j F Finaled . ... ...... .... ENT .Enter ZC Proposed Bus Name(Press E-�� 1 -1 1 1. -.11111.1,1111, __ 111,111-1 1- ­1 11 ; I ...................... ............ Change Parcelid I Edit Address Address: 14160 - 4180 N AIA PROJECT Historic: No . j IFOIR .......... .................... Jurisdiction: PTOCEANIQUE DEVELOPMENT CO INC ...... . .... ...Uq1IET9UN Owner(s): .... ... . ... ...... .. . . . ... . ... ..... .................. ..... S/D: . ...i ......................... OCEANIQUE CONDOMINIUM Parcel #: Block:F77777HUTCHINSON Lot #:F1 Zoning: . .... .. FLU: RM......... .. Flood Map: 1PANEL 89 OF 410 Flood Elevation: 15. Flood Zone: Location: J,NORTH ISLAND 88803 ICONTACT INFORMATION .. . ........... .. ... ............. .. ......... Contact .1 "Ill., !ItA cant, erm !q pe,(qoqtraptor,,1'OWnff Wider,', Applicant, 1. Click to Edit Property Owners and Then Return 2. to Update Property Owners Type Name CompanyCert # Phone Fax Cell Email Street Addre City State Zip TRICON 925 N KODSI DEVELOPM ... 453- (321)453- Contractor COURTENAY MERRITT FL 32953 _L-� ROBERT D OF 5360 3618 Pam,ISLAND BREVARD Property OCEANIQUE 4160 N AlA FORT FL 34949 DEVELOPM Owner PIERCE CO INC PERMIT INFORMATION ............... ........... - .......................... ... ............................................. .......... ..................................................... ............. EDFI'Permit Information Renew This Permit Permit #: ................... . ...... ........ ..... ............ .......... ............ Permit Category:'.COMMERCIAL Permit Status: ................ Finaled .......... .......... ... ........... Permit Type: BUILDING COMMERCIAL ................................................ ................... .. ........... .............. Confirmation #: Date Applied: 1�12004 Taken By: nellb Date Issued: 1:11 0 Issued By:oliverc Date Finaled: Posted By: eileenn Flat Fee Valuation: Date Voided: Voided By: F Date Expired: '1/1/2�0091, Expired By: :Date Orig Expired: Date Renewed. Renewed By: FCC:; PARKING GARAGE 321 .......................... Max Expire Date: 1/1/2009 ]SUB TRADE PERMITS INFORMATION .... ...... ............... ............................................ ........... ..................................... Add Sub i�b Permit Message: 1 ...................... Sub Pe Type I Reg Clas� Status C . o . in . p . a . n . I.,— Ce . rt . # Status . , - . .. . . . .................. . ............ ......... ........... .... ....... .............. . ....... ....... . .............. Ln.n Date Ap� Filed By ....................... ....................... No data to display Message: ------­-------­- ...... .... CONSTRUCTION INFORMATION ........................................................................................................................................ ........................................................................... ............................................................. ..................... . Zoning. -and 'I'emporary ... ...... . ........................ ... .. ..... . .. .... ... ..... ... .. .................. Special Permit Information Permit Confirmation #: F77777777 Status http://code/(S(4fcqyfiihjfk5uwlz4wvbcqe))/Add—EditPermit.aspx 1/14/2014 a� 3 # New Units: i 1 # New - Exterior Type: _.... . ........ NOC Required: CzI NOC Received Date NOC Expire Date Cert CAP Required Setbacks: Front: 'o.Do Back: DAD , Left Side: o 00 �; Right Side: `CONSTRUCT 20 SPACES -SINGLE STORY GARAGE BLDG E PER APPROVED SITE PLAN i i Additional Info: Certification Type: Proposed Business Name: Employee Requesting File Date Requested Certificate Pool Dimensions (in feet) Length: ................................................................t.... ( Pool wall must be a minimum of 10 feet Width: from overhead power lines) Height above ground: Fence: Fence Permit Number: Pool Ladder Description: i Date Returned 1 Notes New No data to display http://code/(S(4fcgyflihjfk5uwlz4wvbcge))/Add_EditPerrnit.aspx 1/14/2014 BLUDlNG & CODE SYSTEM You are logged in CDG1S\ddoj aS. Version 21.11A Property I valuation Property Alert Edit Permit Search Permit Review I inspection I Permit Fee/Payment I Misc Fee I contractor Reports I maintFiscal Post Date Maint ERD View, Edit, or Add Permit Submit Query Print;: A01111" EDIT PERMIT 1 1 P6ntAWFdrmj] Permit # Confirm # Status —P,i.t Flood Hazard Form i-Enter Perffit (Press ENTER) 24050647 1 Finaled 'Enter ZC Proposed Bus Name(Press ENTER) Location: JNORTH ISLAND 88803 . ..... .... .... ...... . . Wh Wide Tenant, A ermi*ii4oj poz9optactType(pontrac r;b A I 1. Click to Edit Property Owners and Then Retuml 2. to Update Property Owners LIT! Fax Cell Email I Street Addrej City State Zip Name Cert # Phone . ....... iCompan, . . ....... TRICON 925 N KODSI DEVELOPM (321) 453-(321) 453- COIRTEIAI MELrN7 FL 32953 Delete _ Contractor ROBERT D OF 5360 3618 PKWY BREVARD OCEANIQUE Property DEVELOPM 4160 N AlA FORT FL 134949 Owner CO INC PIERCE ... ..... . ....... PERMIT INFORMATION .................. ............ ..................................................... ................ ........................................................... ....................................................................... ........................................... . . ............ . .............................................. EDITPermit Information Renew.Thls: Permit 9: ........... ................... ................... Permit Category: COMMERCIAL Permit Status: ................................................. - ........... ..... ..... Finaled .................. ...................................... ....... ................... Permit Type: BUILDING COMMERCIAL . ....................................... ................... Confirmation . ................... Date Applied: Taken By: ?nellb ... . .... .... Date Issued: 7/1/2005 Issued By: _J Date Finaled: Posted By: leileenn Flat Fee Valuation: Date Voided: Voided By: L ....................... ........ ...... Date Expired: Expired By: Date Orig Expired: . . . Date Renewed: ............. ................................. . ...... Renewed By: FCC:: PARKING GARAGE — 321 ........... .................................... Max Expire Date: A/1/2009 TRADE PERMITS INFORMATION Add Sub Sub Perri Type I Reg Clan Status INFORMATION Permit #: 24050647 Confirmation Cert# I Status I OwnerBO Tenant I Phone No data to display Date Apo Filed By I Date Iss,' Date Fin,' Date Ex(; Status http://code/(S(4fcqyfiihjfk5uwlz4wvbcqe))/Add—EditPermit.aspx 1/14/2014 3 # New Units: # New Floors t j # New Buildings: 1 _.........i # New Bedrooms: # New Bathrooms Exterior Type: NOC Required: [! NOC Received Date _ _ ! NOC Expire Dater- Cert CAP Required: 0 Setbacks: Front: OAO ._.,_._. Back: Ow00 Left Side: 0 00 Right Side: ---- CONSTRUCT 24 SPACES -SINGLE STORY GARAGE BLDG F PER THE SITE PLAN I I ..Job Description. , ;VALUE OF CONSTRUCTION $135,000.00 10.5.07 - REVISION - ORIGINAL TRUSS ENGINEERING SUBMITTED AT TIME OF PERMIT DOESNT MATCH NEW ENGINEERING - IGOYCOCHEAB CARL NOTIFIED CONTRACTOR REVISION READY FOR P/U. BDIMON 10/11/07 COMPLIANCE PERMIT Certification Type:: i.............. ............................ ................ ................. .......................................... ............... ............................ County Certificate/Registration #: Proposed Business Name . m,.. _....... ...N_ _ . , _ ...._........ . . . .. e' Proposed Use: New No data to display http://code/(S(4fcgyfiihjfk5uwlz4wvbcge))/Add_EditPermit.aspx 1/14/2014 �/ LfG1G FfONrw _. BUILDING & CODE SYSTEM You are logged s: e sisn 21.1 05: Version 21.11A Property I Valuation Property Alert Edit Permit Search Permit Review I Inspection I Permit Fee/Payment Misc Fee Contractor' Reports I Maint Fiscal Post Date Maint ERD View Edit or Add Permit Submit Query Print F. F PEE eu Add New Renewal Permit AD8)I� EDIT RMIT PdntALL.Forms Z� - Permit # Confirm # Status - - -Print Flood Hazard Form Enter Permit #: (Press ENTER) 24050645 24050645 Fltlaled :Enter ZC Proposed Bus Name(Press ENTER) PROPERTY INFORMATION VE .................. ..... ---- .......................... ....: Location: NORTH ISLAND 88803 CONTACTINFORMATION ___ AddContact Type (Contractor, OwnerBwlder Tenant pllqqntermirtRunnerj 1. Click to Edit Property Owners and Then Retum 2. to Update Property Owners s - i Type Name Company Cert # Phone ':. Fax Cell Emall Stree[ Addres City Slate Zip TRICON Delete ' Contractor = KODSI i DEVELOPM...':. i (321) 453- (321) 453- 925 N MERRI17 FL 32953 ROBERT D OF i 5360 3618 I PCAURYTENAY ISLAND BREVARD i - a_ - Property OCFANIQUE_. '': DEVELOPM... 4160 N AlA FORT Fl-i 34949 Owner CO INC i PIERCE PERMIT JNFqRMATION ationEDlTennit InformRenew T his Permit 'I is Permit #: 24050645 Permit Category: COMMERCIAL Permit Status: i Finaled .: .. ............... Permit Type BUILDING COMMERCIAL ... ............................ .. . , Confirmation # Date Applied: Taken B nellb PP 5/14/2004 y: _ 1 Date Issued: �i/1/2005_..__ j Issued By: ;oliverc _ Date Finaled: 12/16/2008 Posted By: eileenn Flat Fee Valuation Date Voided: Voided By:� a Date Expired: 1/1/2009 Expired By:_", Date Orig Expired.W<," Date Renewed Renewed By: —_ FCC: i PARKING GARAGE - 321 _....._.__................ Max Expire Date: 1/1/2009 I _: SUB TRADE PERMITS INFORMATION . .. ............ Add Sub Permit Message' � Sub Pe Type Reg Cla Status Contract Compant Cert# Status OwnerO Tenant Phone Job_Des Date Ap Filed By Date Iss Date Fin Date Exo Status M ` No data to display Message: - CONSTRUCTION INFORMATION _ _.... EDIT Construction Lomm1. and "temporary Special Permit Information Permit #: 24050645 Confirmation #: http://code/(S(4fcgyfiihjfk5uwlz4wvbcge))/Add_EditPermit.aspx 1/14/2014 I` 1 # New Units: l' # New Floors: � # New Buildings: ?- # New Bedrooms: Info: # New Bathrooms: NOC Expire Dau 7 Rieht Side: ;VALUE OF CONSTRUCTION $135,000.00 10.5.07 - REVISION - ORIGINAL TRUSS ENGINEERING.SUBMITf ED AT TIME OF PERMIT DOESNT MATCH NEW ENGINEERING SENT `TO JOB SITE DUE TO NEW UPGRADES ON BUILDING PROCESS - THIS JOB NEEDS TO CLOSED UP AND PROTECTED FROM THE RAIN - Certification Type: Certificate (1 Length: .................. _..__.................................... =" Number OY Days: 1. Pool wall must be a minimum of 10 feet Width: .................. _.................................................................. I t t........................ ....... Display Period Start Date: from overhead power lines) Height above ground: End Date:_ j Fence: •:". Fence Permit Number:---- �_ Pool Ladder Description: REQUEST Employee Requesting File I Date Requested I Date Returned I Notes New No data to display http://code/(S(4fcgyfiihjfk5uwlz4wvbcge))/Add_EditPermit.aspx 1/14/2014 Gerding Engineering Corporation - Joc-rl-. E Gerding Pe, Melbourne, FL I Abur-'--.com 2 Abumba.com - Review Search Find the best... Engine Melbourne, FL I Change City ('03'erding Engineering Corporation - Joseph E Gerding Pe Reviews Home > Cities in FL > Categories in Melbourne > Structural Engineers in Melbourne, FL > Gerding Engineering Corporation - Joseph E Gerding Pe I f , 6sd�angreta ak v PA n A,�R4t4 Rt ZS� P L i I $ 6 Frnt Ma data Q2414 Goo Enlarge Map Get Directions Gerding Engineering Corporation - Joseph E Gerding Pe 4450 W Eau Gallie Blvd, Ste 212 Melbourne, FL 32934 (321)259-7773 Review Summary Not Yet Rated Add Your Review! Suggest Edit Gerding Engineering Corporation - Joseph E Gerding Pe is a structural engineer in Melbourne, FL 32934. Gerding Engineering Corporation - Joseph E Gerding Pe provides structural engineering solutions in the Melbourne area. Gerding Engineering Corporation - Joseph E Gerding Pe ensures that the underlying structure of buildings and bridges are structurally sound and code compliant. For a structural engineer in Melbourne, FL, call Gerding Engineering Corporation - Joseph E Gerding Pe at (321) 259-7773 today. Gerding Engineering Corporation - Joseph E Gerding Pe : • Engineering • Forging • Energy • Processing • Solving engineering challenges • Managing engineering tasks • Engineering design • Engineering analysis • Critical components • Stress analysis • Dynamic loads • Stress test • Structural restoration • LEED certified buildings • Green construction • Education facilities • Institutional facilities • Healthcare facilities • Office buildings • Parking ramps http://www.abumba.comllocallgerding-engineering-corporation joseph-e-gerding-pe-melboume-fll54245... 2/24/2014 LETTER OF TRANSMITTAL TRICON DEVELOPMENT OF 13f2WARD, INC. Project: Oceanique Condominium Company. St. Lucie County Planning & Development Services Address: 2300 Virginia Avenue , Ft. Pierce FL 34982 To: Joseph Cicio From: Rob Kodsi We are Sending 0 Attached O Fax 925 N. Courtenay Parkway - Ste. 28 Merritt Island, Florida 32953 TEL: (321) 453-5360 FAX: (321)453-3618 triconstructionCcD-cfl. rr. com Date. 2/19/2014 Phone # 772-462-1553 Fax #: 772-462-6448 Pages faxed: O Under Separate Cover Via ❑ Shop Drawing ❑ Copy of Letter ❑ Proposal ❑ Literature ❑ Work order 0 Specifications ❑ Samples ❑ Change Order ❑ Request for Information ❑ Calculations O Purchase Order O Test Reports dTTACHMENTS Copies Date Description Bldg. A - Permit Application to replace garage door panels only, door size 9X7 & associated design pressure certified by Gerding Engineering Corp, manufactures exhibit of current 1 2/14/14 product installed, door size 16 X 7 & associated design pressure certified by Gerding En ineed g Corp, 2 copies manufactures exhibit of current product installed. Bldg. B - Permit Application to replace garage door panels only, door size 9X7 & associated eslgn pressure certified by Gerding Engineering Corp, manufactures exhibit of current 1 2/14/14 product installed, door size 16 X 7 & associated design pressure certified by Gerding Engineering Corp, 2 copies manufactures exhibit of current product installed. Bldg. C - Permit Application to replace garage door panels only, door size 9X7 & associated design pressure certified by Gerding Engineering Corp, manufactures exhibit of current 1 2/14/14 product installed, door size 16 X 7 & associated design pressure certified by Gerding Engineering Corp, 2 copies manufactures exhibit of current product installed. Bldg. D - Permit Application to replace garage door panels only, door size 9X7 & associated 1 2/14/14 design pressure certified by Gerding Engineering Corp, manufactures exhibit of current product installed. Bldg. E - Permit Application to replace garage door panels only, door size 9X7 & associated 1 2/14/14 design pressure certified by Gerding Engineering Corp, manufactures exhibit of current product installed. Bldg. F - Permit Application to replace garage door panels only, door size 9X7 & associated 1 2/14/14 design pressure certified by Gerding Engineering Corp, manufactures exhibit of current product installed. 1 2/18/14 ICheck # 2972 in the amount of $450.00 for review fees @ $75.00 ea DBPR - GERDING, JOSEPH EDWAR ,i'rofessional Engineer 1 8:49:13 AM 212412014 Licensee Details Licensee Information Name: GERDING, JOSEPH EDWARD (Primary Name) (DBA Name) Main Address: PO BOX 100369 PALM BAY Florida 329100369 County: BREVARD License Mailing: LicenseLocation: License Information License Type: Rank: License Number: Status: Licensure Date: Expires: Special Qualifications Special Inspector Building Code Core Course Credit Advanced Building Code Course Credit Professional Engineer Prof Engineer 42568 Current,Active 02/22/1990 02/28/2015 Qualification Effective 12/24/1994 01/05/2011 View Related License Information View License Complaint 1940 North Monroe Street Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Coavriaht 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Please see our Chanter 455 page to determine if you are affected by this change. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=64715DD2487B7A875315 CF72ABFFE... 2/24/2014 OCEANIQUE OCEANFRONT CONDOMINIUM ASSN INC St. Lucie County Building Dept. Jate Type Reference 2/18/2014 Bill Original Amt. 450.00 2/18/2014 Balance Due Discount 450.00 Check Amount 2972 Payment 450.00 450.00 ;hase- Operating 450.00