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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: — RECEIPT: "( PERMIT NUMBER: DA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue S Fort Pierce, FL 34982 c (772) 462-1553 St. APPLICATION FOR REPLACEMENT OF CO O WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS Qol_ ' & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 4160 ( Building A) N. 2. PARCEL ID NUMBER: 1423-130-0001-000/9 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY 1 - 16'XT 15 - 9'XT A1A, Ft. Pierce, FL 34949 Replace garage door panels only 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Name: Ocenique Condominium Association, Inc. Address: P O Box 320637 City: Cocoa Beach State: FL Zip: 32932-0637 Phone: 321-453-5360 Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: CG C059982 County Cert #: 1 q 0 3a 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 [I Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 4,688.00 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 � P1 DAY OF , 20 t y ' , BY V)-\n WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED p 6, (0 Brenda L. Adams SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER EE 881600 BRENDA L. ADAMS Notary u is ate o1. Florida *t !)otam. Expires Jun 22, 2017 Commission I EE 1611600 Bonded Through Walked MOgry Asap• 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. -- ti Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Receipt Online address: http://www.stiucieco.org/planning/pennitting.htm Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule, Date: February 21, 2014 Receipt #: 0000097593 Permit Number: 1402-0278 Job Address: 4160 - 4180 N A1A PROJECT Amount: $75.00 Paid With: CHECK Check # 2972 Paid By: OCEANIQUE OCEANFRONT CONDOMINIUM ASSN INC Received By: humphreya Fee Description Fee Amount NPlanR735 N-Plan Review - Commercial/Residential - Per $50,000 Value Each $75.00 Total: $75.00 2/21/201412:09:42 PM GERDING ENGINEERING CORPORATION CA 7308 STRUCTURAL ENGINEERING 541 WATERMAN LANE SE PALM BAY, FL 32909 PHONE 321259 7773 / CELL 321258 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 A, Highway AIA, Ft. Pierce, FL Permit # SILC 1402-0278 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 IVIF Respectfully, .Ge,rding Engineering C?r'po ation J e PD h: Gerding, Pr'bsidebt,. PE-42568, Sl 1032 I'D yI AUG 2 9 REUD NOTICE OF COMMENCEMENT ,1 Permit No. Tax Folio No. State of Florida County of St. Lucie 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. v % f Legal Description of Property: (and street address if available): _ / J + �/ v I l ob —'A \ 20 7\:): e �^C P �`-- 1 . ?f-I 4 l-C') -C-Y)p 1 — (' 00) q General description of improvement:kaParn �rn=rirnrTnc9.l-, 2drq A, R °i= Owner information or Lessee information if the Lessee contracted for the improvement: Name Address C�- �� 5' a(NO:3 7 C. rY'ru? U?�c���• � f7-1. Interest in property: 1 ec'_ g.rn71E� Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Contractor A Phone Number: aZ;�\• t4r,-3-153(v0 -OCo'3-7 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: 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: Address: Phone Number: In addition to himself or herself, Owner designates 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. 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 thisgrCk day of 20 _-_T1 By as�;�CyS r Qlt�r 1� for( �n; �L� � D ,O tf-Sa— Name of Person Type of authority (e.g. officer, trustee) Party on b alf of whom instrument was executed ; .►m" Po%s,��� BRENDA L. ADAMS Ne (Signature of Notary Public - State of Florida) ?o ,". Notary Public - State of Florida (Print, Type, or Stamp Commissioned Name l �a Q %My Comm. Expires Jun 22, 20VF P'.; Commission #t EE 881600 ° \°`��, Bonded Through National Notary Assn. known oroduced Identification of Identification produced 10 Joe Cicio From: Joe Cicio Sent: Tuesday, March 25, 2014 2:25 PM To: 'Accounts Payable' Cc: Joe Cicio; 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 Joseyf. M. Giciv Plains E,x7i nII]e]-II Standard Building Inspector I3uilding-Plans ExXIIIIIer One and Tim ralnilyDvvellillglllspectol- One avid Two TalnllyPlans Eixaimiler St. Lucie Cou]ItyPlxining-and Development Services 772-462--1JU3 From: Joe Cicio Sent: Tuesday, March 18, 2014 8:13 AM To: 'Accounts Payable' Cc: Joe 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 Josepf.?K. Giciv, Plruls Tvalnirle]- II Sixiclai d Building- Inspector 13ui1dingPlx2s Evxniller One and TTmTxnilyDwelling-Inspector One and Two TxnllyPlxls L,vaminer St. Lucre County Plallnillg-,vldDevelopnlelltSen ces 772-462-1553 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 Ws 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, Fl 32932-0637 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. 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: triconreaIestate@cf1.rr.com Cc: Joe Cicio (cicioj@stiucieco.org) Subject: Review Comments for Permit Number 1402-0278 Attachments: Report_FL_Review_Comments_Noncompliantjrf[2].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, Jvsepl, )K. Gicio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Tamily Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 { Planning & Development'- Services Building R Code Regulation Division. 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 fax:(772N62=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: 1402-0278 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 REVIEW COMMENTS Owner(s): Oceanique Development Co Inc Jurisdiction: ST LUCIE COUNTY Lot#: 1 Block: REVIEWS AND COMMENTS Review Tvoe Status Reviewed By DOCUMENTS MISSING INCOMPLETE Irvie Saunders 2/21/2014 Comment: NOTICE OF COMMENCEMENT FRONT COUNTER REVIEW COMPLETE Irvie Saunders Comment: 1 Stories: Automatic Sprinkler System? No Fax Number: 321-453-3618 Email: Tricon rea[estate @Cfl.Rr.Co m Date Started Date Completed 2/21/2014 2/21/2014 2/21/2014 2/21/2014 Date Released 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 METHODS OF ATTACHMENTS Comment: ENGINEER IS USING THE TEST PRESSURES INSTEAD OF THE REQUIRED DESIGN PRESSURES ON THE ST 2/24/2014 LUCIE COUNTY PRODUCT REVIEW AFFIDAVITS * SEE FBC 1715.5.1, 1715.5.3.4 AND 1715.5.3.1 FOR THE 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 Planning & Development Services Department Building & Regulations Division DEEM!. . . "- Product Review Affidavit Building Permit # Product Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Owners Name Opening Design I Product Rated I Manufacturer I Model Number I Product Approval I Glass 0 Fwu.ovt-%� ,4 gK71 Applicant: N01 12014 Method of Attachment THESE PLANS AND ALL PROPOSED WORK COMPLY WITH ALL APPLICABLE CODES. 27- n-.;:p *yA ST. LUCIE COUNTY BuItIJING DIVISION REVIEWED FOR COMP REVIEWED BY - DATE PI ANS AND IfER16T MUST BE KEP ON JOB OR NO INSPECTION WILL BE MADE I have reviewed the above components or cladding and I have approved their use in this strut hese:.products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: C �. O�ePN E . C�E��� Signature: seal Design Prof: 6-0b1&)6&.2 Cert. No. VE 4-2S6$ Date• -S/(,I (¢ Building Permit # Planning & Development Services Department MAR 17 2014 Building & Regulations Division Product Review Affidavit Owners Name Applicant: 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 34.5 '1•) `3 SA4.4 hll,AOSCR, "12. Hurricane Protection Roof Ventilation Roofing Material M 115%K%APh13jj YA ter+ W I have reviewed the above components or cladding and I have approved their use in this structure. These roducts provide adequate resistance to the wind loads andforces specified by current code provisions. j Name: ossw E. vCTGspltrc Signature: seal Design Prof. e(jcol@9m-w4:,2 Cert. No. I>E 4 ZMps Date: 3 f G 1/¢ % _ 3/4' X 1-1/2' X 13GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 2" GALV. STEEL HORIZONTAL TRACK I CPENING HEIGHT (NOT OVER DOOR HEIGHT) 1/4'-20 X 1/2" LONG 13 GAGE MIN. GALV. STEEL CARRIAGE BOLT & NUT TRACK SPUCE OR FLAG BRACKET. 2 PER BRACKET FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2-LAG SCREWS. TOP BRACKET 2" 16 GAGE GALV. STEEL 13GA. GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH ^ 1/4"-20 X 5/8' TRACK BOLTS. tDf 2" STEEL ROLLER 63 7 FT. ROLLER HOLDER 72' 8 FT. 1OGA. CALV. STEEL SHEEP METAL SCREWS —T- 2 PER BRACKET Ij DETAIL D 42 7 FT. 48' B FT. 24' 8Fr. 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 �I 19-1/2OR L__J Lll 24" HIGHH PAN PANEL GALV. AND PREPRINTED STEEL 20GA. END STILES FASTENED TO 26 GAGE ALL PANEL WITH TOG—L—LOCS. MODELS EXCEPT USE END CAP OVER END STILES. 24 GAGE MODEL t EE DETAIL B) 750 STOP MOLDING NAILED EVERY 6*_fW T2" 18 GAGE GALV. STEEL CENTER HINGE GAGE GALV. STEEL CENTER STILE ATTACHED WITH 4 FASTENERS ATTACHED WITH TOG—L—LOGS OR RIVETS -1D GAGE GALV STEEL TRACK BRACKETS SEE ABOVE FOR QUANTITY BRACKET DETAIL D. WITH 7/16' DIA. STORT STEM. 7 BALL. 14 GAGE CALV. STEEL END HINGE ATTACHED HEI SEE TH (6)DETAIL C —{ I— 1.25" I 3' �-- 2.75' —� DETAIL A 3" 18CA WIDE STRUT 2•� GALVANIZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. (2 PER VERTICAL STILE) - —1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 ,-13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS. John E Scates PE Florida Reg. #51737 _ 1411 LeMay #205 AND SPACING, FASTENED TO WOOD JAMBS WITH 5/16' X 1-1/2' SECTION A -A Carrollton, TX 75007 LAO SCREWS. PREPARATION OF JAMBS BY OTHERS. (972)466-0550 SECTION B-B a c c real rI NOTE UNLESS SPECIFIED OTHERWISE DOOR SIZE DESIGN PRESSURE TEST PRESSURE NO. OF WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE SECTIONS 8'-0' 7'-0" +47.2 —52.0 +70.8 —79.0 9'-0' 7'-0" +41.9 —46.8 +62.9 —70.2 4 9'-0' 8'-0" +36.7 —40.9 +55.1 —61.4. 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 t (2) REQ'D. B (60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. — OPTIONAL SSB CLASS LIGHTS 6 STRUTS- 3" 18GA WIDE (SEE DETAIL A) 4"X 16' AIR VENTS (2) REO'D. (ED SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. � —9' (SINGLE CAR) ALTERNATE CONSTRUI WINDOWS USING (2) I 9' (SINGLE CAR) USE TWO EXTRA SELF DRILLING _ SCREWS THROUGH _ _ LEAF OF HINGE, END im" STILES AND RAILS. TYP. PER EACH END HINGE 0 END CAP i6GA LH. DETAIL C 9 li-OPTIONAL LOCK 8 5 SECTIONS —J_ PTIONAL LOCK B 7' & 8' 4 SECTION END STILE 20GA. DETAIL B MEETS FLORIDA BUILDING CODE ®� s� REQUIREMENTS FOR PARTIALLY ENCLOSED P.O. BOX 8915 CONSTRUCTION FOR 130MPH, EXPOSURE B ® �� LITTLE ROCK, AR F 2552 5/19/03 RDS DOORS SHOWN THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE LE ABOVE. 18C ASSUMPTIONS: 140 MPH EXPOSURE 'B", 15' ROOF HEIGHT, ROOF E 2498 10 1 02 KDD PITCH > 10', 2' OF DOOR IN END ZONE, FULLY ENCLOSED. FBC ASSUMPTIONS: 140 MPH EXPOSURE "B", D 2486 8 19 02 KDD 120, 130, 140 MPH EXPOSURE "C", 30' ROOF HEIGHT, ROOF PITCH > 10', © C 2422 3 2' OF DOOR IN END ZONE, FULLY ENCLOSED. 5 02 KDD AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR 6 2413 1 25 62 OTHER LOCATIONS. A 2137 2 9 DD 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. E.C.N. DATE APPROV 72219-8915 (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. 1:.oi, NEXT LEVEL DATE: DWG. NO. ANG. t 1' 5/29/96 99—B-039 SCALE PLOT SCALE DRN. BY NONE 1 1-1 GDR SHEET 1 OF 3 2' 13 CAGE GALV. STEEL VERTICAL TRACK 3 5 SECT. 5 T.. 19•(16%8) 445EC 5' X8) 5 SECT. 21•(16X/) X8 Ilox -I ;E MIN. GALV. STEEL SPLICE OR FLAG BRACKET. TO WOOD JAMB WITH X 1-1/2• LAG SCREWS. 1 % 3/4' HE% HEAD Sl:� ELF DRILLING SCREW T DETAIL D 63•(1 BX7) _ 8 5 S(16X8) 50•(16X8) 5 ECT. 6X8) 5 SECT. T' 435ECT.8) 78'f16X8) 3/4' POLYSTYRENE 6X7) 4 SEC X7) 5 SECT- INSULATION STANDARD FOR MODEL 735-N -13 GAGE DALY. 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" DIA LONG STEM. TIRE: STEEL 10 BALL 14 GAGE DALY. STEEL END HINGE ATTACHED WITH (6) SCREWS. SEE DETAIL C. —I r- 1.25' il:i [---- 2.75' --I DETAIL A 3- 18GA WIDE STRUT 21 H 12'(16X7) ` , I I I I 24' GH PANEL PREGALAND PREPAINTED STEEL GALVANIZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4' MI GAGE ALL MODELS EXCEPT 2' LONG HEX HEAD SELF 2D GAGE END STILES -FASTENED WITH TOG-L-LOGS TO PANEL. USE END CAP OVER END STILES. (SEE DETAIL B) 24 GAGE MODEL 750 © DRILLING SCREWS. (2 PER VERTICAL STILE) -"1-3/8' POLYSTYRENE INSULATION- C OPTIONAL FOR MOD. 724 AND 7300 (SEE DETAIL A) LOCK OPTIONAL—, SEE DETAIL C- 4" X 16' AIR VENTS 4) REO'D. 120 S0. IN. MIN. OTAI OPEN OPTIONAL e STRUTS- 3" 180A WIDE (SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C- 4' X 16' AIR VENTS 4) REO'D. 120 S0. IN. MIN. TOTAL OPEN A OPTIONAL A it III 11 E OPTIONAL 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 WrTH 4 FASTENERS. ATTACHED WITH TOG-L-LOCS OR RIVETS. 10 GAGE 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-DESCRIPrrVE FASTENERS SHOWN TO BE LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 1/4�-20 X 5/8' HEX BOLTS & NUTS OR SECTION B—B 1/4 % 1/2 LONG HEX HEAD SHEET METAL SCREWS. P.S.F. TABLE John E SCGte9 PE DOOR SIZE DESIGN PFlorida Reg. #51737 1411 LeMay #205 Carrollton, TX 75007 O (972)466-0550 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. IBC ASSUMPTIONS: 14D 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 INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. © DEBRIS REQUIRI RESSURE TEST PRESSURE N0. OF WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE SECTIONS +39.5 -".4+59.3 -66.6 4 SECTIONS 18'-0' e•-0" +34.fi -38.8 +51.9 -58.3 4 SECTIONS 16'-0' 8-0- +39.5 -44.4 +59.3 -66.6 5 SECTIONS I DETAIL B 13GA. END CAP GAGE END STILES USE TWO EXTRA SELF D RILLING MEETS FLORIDA BUILDING CODE REQUIREMENTS FOR PARTIALLY ENCLOSED CONSTRUCTION FOR 130MPH, EXPOSURE B i 2684 10/20/04 RLB IN FBC �V I 1 REV.I E.C.N. DATE I APPROV —EXPOSURE C ; SCREWS THROUGH TOP BOTTOM LEAF OF HING AND END STILE TP. 12 PLACES. HURRICANE ROLLERS (LONG CSIRENCTMFi�STEE�LJ ,1� DETIL C 3��S®R P.O. BOX 8915 ��mU LE ROCK, � s�i 72219 8915 AR D"M (501) 562-187i MODELS: ®Q 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 t/sa" NEXT LEVEL DATE: DEC. t .015 DWG. N0. ANc. t I• 5/29/96 99-B-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 Applicant: 61 i co 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 Skylights Sliding Glass Doors Swing Type Doors ST. LUCIE COUNTY BUILDING DWISION French Doors Pre -Re Arced Not Iri Compliance Garage Doors 7 �j 3,�, f 1Ah�oR `12A- ReviewedBy: Q Hurricane Protection J!leiL:re Roof Ventilation Roofing Material I have reviewed the above components or cladding and I have approved their use in this structure. a products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: —p5�1.�� �. CWeQAtoCs Signature: seal Design Prof: t✓ 0ICVItz�CV9,X0& Cert. No. ?C— Date: 9, &7 /14-- Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Oceanique Condominium Assoc. Inc. Bldg A a x-► Applicant: Tricon Development of Brevard, Inc. Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass ♦!• LIT r' Tr, T\A iti T Block Glass a.IhCaigai VC/ a ?TntT4afynvoepl•n 9 Ak3S/9 dli 6 61' dL 9 1JAd ne -- a..r . — Sliding Glass Dooril- Swing Type Doors French Doors Garage Doors Q S8. + ( 62.E p. (�NDs 0 7L. Hurricane Protection Roof Ventilation Roofing Material I have reviewed the above components or cladding and I have approved their use in this structure. Vseroduc,; provid'e adequate resistance to the wind loads and forces specified by current code provisions. Name: .'� oSGpK G�asG Signature: seal Design Prof: (e1j&^4!�V, a#a& Cert..No. FLC 4&c7-&&— Date: 2! / 7h LETTER OF TRANSMITTAL TRICON DEVELOPMENT OF' BREVARD, 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 triconstrucbon(c�cfl. rr. com Date. 2/19/2014 Phone # 772-462-1553 Fax #: 772-462-6448 Pages faxed: We are Sending Q Attached ❑ Fax ❑ under separate Cover via You: ❑ Shop Drawing ❑ Copy of Letter ❑ Proposal ❑ Literature ❑ Work order Q Specifications ❑ Samples ❑ Change Order ❑ Request for Information ❑ Calculations ❑ .Purchase Order ❑ Test Reports ATTACHMENTS Copies Date Description ermit Application to replace garage door panels only, door size 9X7 & associated WeTsiressurecertified 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. B - 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. 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 1 Check # 2972 in the amount of $450.00 for review fees @ $75.00 ea DBPR - GERDING, JOSEPH EDWA"T` Professional 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: 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 ,r 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.com/LicenseDetail.asp?SID=&id=64715DD2487B7A875315 CF72ABFFE... 2/24/2014