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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: — RECEIPT: PERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue ® Fort Pierce, FL 34982 SCANNEC (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF St. Lucie County WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 4180 ( Garage Building C) N HWY A1A, Ft. Pierce, FL 34949 2. PARCEL ID NUMBER: 1423-130-0001-000/9 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Replace garage door panels only 1-16'X7' 26- 9'X7' 4. TYPE OF STRUCTURE: SFR MOBILE HOME 5. OWNERS INFORMATION Name: Oceanique Condominium Assoc. Inc. Address: P O Box 320637 City: Cocoa Beach zip: 32932-0637 Phone: Email: State: FL 321-453-5360 OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: CG C 059982 Cl County Cert #: b 3 a Business Name: Tricon Development of Brevard, Inc. Phone Number: 321-453-5360 Email: triconrealestate@cfl.rr.com COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR [a Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 7,780.00 FEES DUE: OWNER'S AFFIDAvrr: 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 Brevard ACKNOWLEDGED BEFORE ME THIS V� DAY OF CLAq , 20 14 1 , BY �O�c�C E' I�C dG I WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED Brenda L Adams SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER EE 881600 ,".1171or"n� :ot,pSl�y BRENDA L. ADAMS Notary Public - State of Florida • .5- ki 12omm. Expires Jun 22, 2017 Commission N EE 061600 Bonded Through National Notary Assn. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO1C-IMPROVEMENTS' TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 C, Highway A1A, Ft. Pierce, FL Permit # SLC 1402-0280 Robert, At your request and as required by the Building Department, on the days of June 2d' and July 201h 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, Gerding Engineering "Co' y' n 2(v / 4- .J septi E. Gerding; Presidenf'"' PE 42568, SI 1032 Dk-k=:9 n L9AUG FECD 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): _ / u` S `� - �/ % piton-LF�B�n.H•w.� i:3-��-.�+`�.P.rcP,�-1.'�i�-l�Q Iy.�..�-i�c`�-cxx�l-c�c�o)�'i General description of improvementa:P nl� rn z��. r1(Y�r .,(�P 1�n A . C'r7. i ° � V Owner information or Lessee information if the Lessee contracted for the improvement: Name C Address .b. BD& -04( —3 -7 Interest in property: \ �c �•rn:�tC Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Contractor A Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Lender Name: �ni I i9k Phone Number: Lender's address: Phone Number: ?�~�1- i-4ro3-C3fo0 -OU3-7 ne number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sark 713.13(1) (a)7., Florida Statutes: Name: _ Address: Phone Number: 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: to receive a copy of .. _ 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) 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. ;UO-ntoC- m;urn0 mu ozm 00wr2 �aC �00 �omr/1 oD�OM 0=1 o rT, N 00 0 O A m rno om 0 N -n o S m CD. 0 n n c 0 O C 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 ns dog +- - (Signatory's Title/Office) The foregoing instrument was acknowledged before me this day of , 201-4 asPr-C,5'r G � — for (]L= 4-1 je 0,00�1D Ai-Z;C1-_ 4-2DY Name of Person Type of authority (e.g. officer, trustee) Party on b&alf of whom instrument was executed of Notary Public - State of (Print, Type, or Stamp Commissioned Name BRENDA L. ADAMS re Notary Public - State of Florida .a = My Comm. Expires Jun 22, 20Vf d, Commission #r EE 081600 Bonded Through National Nolery Assn. known or produced Identification of Identification produced 10 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit W&O L Owners Na �er17 PYApplicant: MAR 17 2014 Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number , Product Approval Number Glass Type Method of Attachment windows INCSEf� L PROPOSED WORK o_ ARE Mullions e, U R I _ I IONS - Fixed Glass, C p� �A p� r�I NCEALL o FASTEN C I MAY BE NECESSARY @m ORDER Block Glass ARE THE ly OF THE COMPLY WITH ALL APPLICABLE CODES. Skylights ,RESPONSIN 7�t� C411t[V1b ' Sliding Glass Doors Swin Type Doors 2— 02 ao French Doors ST. LUCIE COUNTY Gara a Doors .O S64; •al Aes WItvsciz `12}- REVIEWED Hurricane Protection REVIEWED BY Roof Ventilation DATE • ' LAN Roofing Material MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE i 13)o%L4>karo C- 9 `X.1 ` . I have reviewed the above components or cladding and I have approved their use in this structure. These products prgvi&'adequate resistance to the wind loads and forces specified by current code provisions. Name: 1501�I{ E.12D 1 a(a;, Signature: - seal Design Prof: �i-2S[o 0 Date: -1 toI14- �iil�101(3�bR-ItsC� Cert.No. PE:' ti r� Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant: MAR 17 2014 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 Hurricane Protection Roof Ventilation Roofing Material �� t(0 Yc7 I have reviewed the above components or cladding and I have approved their use in this structure. ese..products pro", adequate resistance to the wind loads and forces specified by current code provisions. _ - r� ff .. ., Ij Name: dosce E �Lyz,6 Signature: seal Design Prof: GO(otXtt3C-2 Cert. No. Ft—: 4.2'a la�� Date: 3 !v ( 13 GAGE MIN. CALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH f� 5/16- X 1-1/2' LAC SCREWS. tJ 1/4X 3,14" 2' 13 GAGE GALV. STEEL HEX HEAD SELF VERTICAL TRACK DRILLING SCREW DETAIL D 68"(1m) 5 SECT. 72-(16XB) 4 SECT. 63"(16X7) ' 58'(16X8) 39'(i6X8) 5 SECT. 4 SECi. 63'(16X8) 4 SECT. 33% 6X7) 54'(16%7) SEC 5 5 SECT.. 4( 6) 19-(16X8) 4SECT.B) 48SE1CT. s SECT. 21'(16X7) a2'(16X7) 15,116X8) IS TURNED DOWN. ATTACHED WITH 2 FASTENERS PLUS 1 EXTRA SELF DRILLING SCREW. SEE DETAIL D. 2" HURRICANE ROLLER WITH 7/16" DIA LONG STEM. TIRE: STEEL 10 BALL J ` 14 GAGE GALV. STEEL END HINGE ATTACHED WITH (6) SCREWS. SEE DETAIL C. -1 r- 1.25" f SEC16X8) T, 3/4- POLYSTYRENE 3- INSULATION STANDARD FOR MODEL35 C 2.75' DETAIL A �U'...__� 7 19-1/2' 21' OR 3" 18GA WIDE STRUT � ���5• 4 SECT. 24" HIGH PANEL I� W - 12"(16X7) GALV. AND PREPAINTED STEEL GALVANIZED STEEL STRUT. 26 GAGE A _ ATTACHED WITH 1/4" X 3/4' MODELS ELL ALL 2 LONG HEX HEAD SELF 20 GAGE END STILES - FASTENED 24 GAGE MODEL DRIWNG SCREWS. WITH TOG-L-LOCS TO PANEL 750 (2 PER VERTICAL STILE) USE END CAP OVER END STILES. QC 1-3/8' POLYSTYRENE INSULATION C (SEE DETAIL B) OPTIONAL FOR MOD. 724 AND 730 STOP MOLDING NAILED EVERY 6' 13 GAGE GALV. STEEL BOTTOM BRACKET 2' ATTACHED WITH 4 FASTENERS. 18 GAGE GALV. STEEL CENTER HINGE 20 GAGE GALV.EEL CENTER STILE. ATTACHED WITH 4 FASTENERS. ATTACHED WITH TOG-L-LOCS OR RNETS. b10 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 LAC 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 Scates PE DOOR SIZE ■DESIGNl1PRESSURE TEST PRESSURE NO. OF WIDTH HEIGHT POSITIVE NEGATLVE OSITNE NEGATIVE SECTIONS Ll6�D� ■7`OJ t+39:5A G'44!4� +59.3 -66.6 4 SECTIONS la -8'-O" +34.6 -38.8 +51.9 -58.3 4 SECTIONS l -0'1 8-0" +39.5 1 -44.4 +59.3 1 -66.6 15 SECTIONS Florida Reg. #51737 1411 LeMay #205 COrrolllon, TX 75OD7 (972)466-0550 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 NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. © DEBRIS REQUIREMENTS IN FBC (SEE DETAIL A) LOCK OPTIONAL — SEE DETAIL C- 4" X 16" AIR VENTS 4) REO'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL 6 STRUTS 3' 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL — SEE DETAIL C- 4' X 16' AIR VENTS (4) REQ'D. (120 SO, IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL SSB CLASS OPTIONAL SSB CLASS NO STILES 16' (DOUBLE CAR) 16' (DOUBLE CAR) 5 SECTIONS B CENTER STILES (5) COLUMNS 1 CENTER HINGES (3) COLUMNS EA 1 1 7' & 8' 4 SECTIONS CENTER STILES (5) COLUMNS CENTER HINGES (3) COLUMNS USE TWO EXTRA SELF DRILLING SCREWS THROUGH TDP AND BOTTOM LEAF OF HINGE AND END STILE, TYP. 12 PLACES. HURRICANE ROLLERS I �O' / (LONG STEM MADE WITHj\\\LY/,(I HICH STRENGTH STEEL) n C'TAII f' LH. MEETS FLORIDA BUILDING CODE REQUIREMENTS FOR PARTIALLY ENCLOSED CONSTRUCTION FOR 130MPH, EXPOSURE B m =NDS0jR �IS�IC ���+ P.O. BOX 8915 LITTLE ROCK, AR 72219-8915 (501) 562-187, i 2684 10 20 04 RLB H 2621 12/11/03 KDD G 2613 11/17/031 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 D 2486 8 19 02 KDD C 2422 3 5 02 KDD B 2413 1 25 02 A 2137 2 9 00 FRAG.t 1/64" DEC. t .ots ANG. t I' NEXT LEVEL DATE: 5/2s/ss DWG. NO. 99-B-039 - 1574 EV. E.C.N. DATE APPROV. NONE PLOD SCALE DR GDR SHEET 2 OF 3 is its ••: � 1 3/4' x 1-1 GALV. STEEL 2' CALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 1/4'-20 X 1/2• LONG CARRIAGE BOLT & NL1T .13 GAGE MIN: GALV. STEEL 2 PER BRACKET TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2-I.AG SCREWS. TOP BRACKET 2' 16 GAGE GALV. STEEL 13GA GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 11 1/4'-20 X 5/8' TRACK BOLTS. 8 2' STEEL ROLLER 83' 7 FT. ROLLER HOLDER 72' 8 FT. ..,,.. ;.. _ _'. OPENING HEIGHT SHEET (NOT OVER 2 PER DOOR HEIGHT) 42: 7 FT. 4BB FT. 24' 8 FT. DETAIL D 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 �I FriTc 19-1/2OR 24' HIGHH PAN PANEL GALV. AND PREPRINTED STEEL_ 20M END STILES FASTENED 70 PANEL WITH TOG—L—LOGS. USE END CAP OVER END STILES. (SEE DETAIL B) 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 STOP MOLDING NAILED EVERY 6' TOP BRACKET SEE DETAIL D. 2' ROLLER WITH 7/16' DIA STORT STEM. TIRE: STEEL 7 BALL. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH (6) SCREWS SEE DETAIL C. I— 1.25• f-- 2.75' ---11 DETAIL A 3' 1SGA WIDE STRUT GALVANIZED STEEL STRUT. 2� ATTACHED WITH 1/4'. X_3/4' LONG HEX HEAD SELF DRILLING SCREWS (2 PER VERTICAL- STILE) —1-3/8' POLYSTYRENE INSULATION 13 GAGE GALV. STEEL BOTTOM BRACKET 2• ATTACHED WITH 2 FASTENERS. 18 GAGE GALV. STEEL CENTER HINGE 2D GAGE GALV. STEEL CENTER STILE John E Scates PE ATTACHED WITH 4 FASTENERS ATTACHED WITH TOG—L—LOCS OR RIVETS Florida Reg. #51737 -10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY 1411 LeMay #205 Carrollton, TX 75007 AND SPACING, FASTENED TO WOOD JAMBS WITH 5/16• X 1-1/2• SECTION A —A LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. (972)466-0550 SECTION B-B NOTE UNLESS SPECIFIED OTHERWISE DOOR SIZE DESIGNIPRESSURE TEST PRESSURE I NO. OF WIDTH HEIGHTI POSITIVE NEGATIVE POSITIVE NEGATIVE SECTIONS B'-0" 7�-0� 47-52.0 +70.8 —79.0 ■9L=GU 67==0'3 =-I!41!91'_* #r46I81� 0 +52.9 —70.2 4 9'-0' 8'-0' +36.7 —4C.9 +55.1 —51.4 9'-0' 8'-0' +41.9 —46.8 +62.9 —70.2 5 ALL FASTENERS ARE 1/4'-14 X 1/2' HEX HEAD SHEET METAL SCREWS OR 1/4'-20 X 5/8' HEX BOLTS AND NUTS. OPTIONAL SSB GLASS LIGHTS 3' 18GA WIDE (SEE DETAIL A) 4'X 16' AIR VENTS r 1 (2) REQ'D. - B TOTAL OPEN AREA) OPTIONAL. — OPTIONAL SSB GLASS UGHTS 6 STRUTS—_ 3' 18GA WIDE (SEE DETAIL A) 4"X 16" AIR VENTS f (2) REO'D. B (60 S0. IN. MIN. TOTAL OPEN AREA) —9' (SINGLE CAR) I ALTERNATE CONSTRUCTION FOR WINDOWS USING (2) STRUTS71 USE TWO EXTRA SELF DRILLING SCREWS THROUGH RAILS HINGE, END STILES AND RAILS. TYP. PER EACH _ END HINGE O ZJJ LH. DETAIL C MEETS FLORIDA BUILDING CODE REQUIREMENTS FOR PARTIALLY ENCLOSED CONSTRUCTION FOR 130MPH, EXPOSURE B DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 'B", E 2498 10 1 D2 KDD LISTED IN THE TABLE ABOVE. IBC ASSUMPTIONS: 140 MPH EXPOSURE 15' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE, FULLY ENCLOSED. FBC ASSUMPTIONS: 140 MPH EXPOSURE "B", D 2486 S 19 02 KDD 120, 1 30 ,140 MPH EXPOSURE "C", 30' ROOF HEIGHT, ROOF PITCH > 10', © C 2422 379702 KDD 2' OF DOOR IN END ZONE, FULLY ENCLOSED. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR B 241 3 1 25 02 OTHER LOCATIONS. A 2137 2/9/DO DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED PRESSURE LOADS, — 1574 GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV. I E.C.N. DATE APPROV (SINGLE CAR) END CAP 16CA 1 OPTIONAL LOCK 5 SECTIONS /�_OPTIONAL LOCK 7'&8' 4 SECTION I 20GA. MARW® 50R P.O. BOX 8915 LITTLE ROCK, =: Vi> C 7 219 8915 DRRS (501) 562-1872 MODELS: 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 FRAC.t 1/64' EXPOSURE "C" DEC. t .Dts NEXT LEVEL DATE: DWG. NO. ANG. t 1• 5/29/96 99—B-039 SCALE PLOT SCALE DRN. BY NONE 1=1 GDR SHEET 1 OF 3 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name �C'_Lan:&,.e a,r�nn:.�;�., NA66g•-rr,cApplicant: ,�1�r�r� i�Q ��rr�„���� b�olg C 11oX1 - 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 ST LUCIE COUNTY BUIDWO, Djj my Sliding Glass Doors _ _ . ?re -Re demd Not In Compliancewylewga Swing Type Doors , L- By" French Doors Garage Doors -M+ Hurricane Protection Roof Ventilation Roofing Material I have reviewed the above components or cladding and I have approved their use in this structure. ucts provide adequate resistance to the wind loads and forces specified by current code provisions. Name: � e Signature: *� g seal Design Prof: Cert. No. Flu— 40=LS CA Date: 2-A-1 14- 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 C q X-1 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 Wft WdWt Skylights Sliding Glass Doors w146VIC"d Not In Compliance �.�ii0LE3►Vf� �3�� -:::4e Swing Type Doors -- French Doors Garage Doors '�9 .. WlNr7iiaf� ,-- Hurricane Protection Roof Ventilation Roofing Material I have reviewed the above components or cladding and I have approved t in this ucture. a pr ucts provide adequate resistance to the wind loads and forces specified by current code provisions. � Signature: seal Design Prof. t5efac4t x-�-, 'D Cert. No. P Date: zbi % w r- Joe Cido To: triconrealestate@cfl.rr.com Cc: Joe Cicio (cicioj@stlucieco.org) Subject: Review Comments for Permit Number 1402-0280 Attachments: Report_FL_Review_Comments_Noncompliantjrf[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, JoseyA. M. Gicio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two TarnilyDwelling Inspector One and Two TamilyPlans Examiner St. Lucie County Planning and Development Services 772-462-1553 Planning & Development: Services Building Si Code Regulation Division 2300 Virginia Avenue Fort Pierce, F.L. 34982 Phone:(772)462-2172 'Fax:(772)462-6443 PROPERTY INFORMATION Address: 4160 - 4180 N Ala Project City / State / Zip: Fort Pierce, FI 34949 Parcel #: 1423-130-0001-000/9 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1402-0280 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, A 32932 REVIEWS AND COMMENTS Review Type Status DOCUMENTS MISSING INCOMPLETE Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 2/24/2014 Comment: Comment: 2/24/2014 2/24/2014 Comment: 2/24/2014 Comment: COMPLETE REVIEW COMMENTS Owner(s): Oceanique Development Co Inc Jurisdiction: ST LUCIE COUNTY Lot#: 1 Block: Reviewed By Irvie Saunders Irvie Saunders 1 Stories: Automatic Sprinkler System? No Fax Number: 321-453-3618 : Email: Triconrealestate@Cfl.Rr.Co m Date Started Date Completed Date Released 2/21/2014 2/21/2014 2/21/2014 2/21/2014 INCOMPLETE Joe Cicio 2/24/2014 PRODUCT REVIEW AFFIDAVITS ARE INCOMPLETE' ENGINEER OF RECORD TO COMPLETE THE REQUIRED PRODUCT APPROVAL NUMBER AND METHODS OF ATTACHMENTS . ENGINEER IS USING THE TEST PRESSURES INSTEAD OF THE REQUIRED DESIGN PRESSURES ON THE ST 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 PRODUCT APPROVAL MUST BE 2010 CODE COMPLIANT COMMENTS MAILED AND E-MAILED AS OF THIS DATE LETTER OF TRANSMITTAL TRIC'ON DEVELOPMENT OF 9REVARD, 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 925 N. Courtenay Parkway - Ste. 28 Merritt Island, Florida 32953 TEL: (321) 453-5360 FAX: (321) 453-3618 triconstruction@_cf1. rr.com Date. 2/19/2014 Phone # 772-462-1553 Fax #: 772-462-6448 Pages faxed. We are Sending Q Attached O Fax O Under Separate Cover Via You: ❑ Shop Drawing ❑ Copy of Letter ❑ Proposal ❑ Literature ❑ Work order © Specifications ❑ Samples ❑ Change order ❑ Request for Information ❑ Calculations O ,Purchase Order ❑ Test Reports Copies Date Description Bldg. A - 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, door size 16 X 7 & associated design pressure certified by Gerding Engineering Corp, 2 copies manufactures exhibit of current product installed. Bldg. B - 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, door size 16 X 7 & associated design pressure certified by Gerding Engineering Corp, 2 copies manufactures exhibit of current product installed. PBldg�►C41 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, 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 JCheck # 2972 in the amount of $450.00 for review fees @ $75.00 ea DBPR - GERDING, JOSEPH EDWAFn- Professional Engineer 1 8:49:13 AM 2/24/2014 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: License Location: License Information License Type: Professional Engineer Rank: Prof Engineer License Number: 42568 Status: Current,Active Licensure Date: 02/22/1990 Expires: 02/28/2015 Special Qualifications Qualification Effective Special Inspector 12/24/1994 Building Code Core Course Credit Advanced Building Code 01/05/2011 Course Credit 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. Copyright 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 Chapter 455 page to determine if you are affected by this change. https://www.myfloridalicense.comlLicenseDetail.asp?SID=&id=64715DD2487B7A875315 CF72ABFFE... 2/24/2014