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HomeMy WebLinkAboutSUBMITTED PAPERSC?FFICE`�uSE ONL�X. . DATE FILED aa� Z� a PLAN REVIEW FEE: tld0 -O c� RECEIPT NO.: PERMIT NUMBER: I n�= CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE G;ONIEI ETFj, & FILLED IN TO BE ACCEPTED IBC. . t Uti g RECEIVED. St. Lucie County Building and Zonin SCANNED2300 Virginia Avenue •'� P+ BY 772-462-1553 JAFt. Pierce, FL 34982-5652 (� �OR10 N . L 1 2,070 PERMITTING St. Lucie County APPLICATION for BUILDING PERMIT Lucie County, FL CERTIFICATE of CAPACITY/ZONL-;G COMPLIANCE PROJECT INFORMATION�y�� 1. LOCATION/SITE ADDRESS: F �g*1M_0 - — 2. PROJECT NAME;�`na4w, '4 h �ebs ��zr�YLAN NAME: ��1 3. PROPERTY TAX ID #: 1306 A �0 — b—Ln — CDC)O 4. LEGAL DESCRIPTION (attach extra sheets if necessary): OCR-Ir1 J-c!x ag P.O. J'aw a 5. PLAT B OOK 6. PAGE NO. - .. 7. BLOCK N0. �2^ 8. L•OT N0. Z3 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE D6-%F.CONSTRIICONCT WACTIVITY:-nrj��S4.0rM��4—I s ,S�LW(_} �� �Sfi7 hI D� 11.: 'SETBACKS (ACTUAL) FRONT: /a� BACK: Ian RIGHT SIDE:. LE IDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [� OTHER (SPECIFY) &0440ro . halmlj(A 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: 15. SF. FT lst FLOOR: 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 FF OWNER INFORMATION NAME: , ! ADDRESS: 666.8 AcAf;ti w c Le4-t'45'- CITY: T. � STATE: -- ZIP: SggSl PHONE (DAYTIME): (3-22 [ Z Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) ,•-` CONTRACTOR INFORMATION,-` ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: l � OM�1r�(012�5 tZ �"Yt�SL AND �7�iI �TZ INC H QUALIFIERS NAME: ADDRESS:, IS76 .S,alnsC WZ Ssell CITY: UFYllrJ 6t:MC(4 STATE: Ft ZIP: PHONE (DAYTIME): (T?4 �ei3 �53 FAX NO. -)7 Z • Zcta '.)ttr'S*"Email: C-IXV Ala l &*A)A -NCN ARCHIT/ENGINEER: ' MpV •EK�iI l�"�l2./JI% 61. =6 %��=• ADDRESS: 2,0S /Y-% /Y✓CAlU C CITY: V696 -94M1111- STATE: ZIP: 97-1 b60 PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: . ADDRESS: CITY: STATE: ZIP: EVIPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIlFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. 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. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. . ------------------ OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will. be done in compliance with all applicable laws regulating construction and zoning. NER CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF � _ k The foregoing instrument was acknowledged before me this . \S day of 20 O , •P who is personally known or has produced of Notary Commission N A as identification. CONSTANCE WHITE-OAKES " \ OMMISSION #DD944817. DEC 07, 2013 1si State Insurance CONTRACTOR GN STATE OF FLORIDik COUNTY OF Q�---t— The foregoing instrument was acknowledged before me thi&Iday of rl\ , 20101 by (Q\ 0 \ Q who is personally known or has produced C ESQ as identification. n re of Notary r, CONSTANCE WHIT OAKES Commission No. ,� � UZ1 i r My COMMISSION � D944817 ' EXPIRES: DEC 01 2013 Bonded through 1st St Insurance NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY T BP #: SECTION TOWNSHIP RANGE 9 [MAP NO. ZONING �� LAND USE r D LOT CVG % AZ NO. FLOOD ZONE FIRM MAP # Jam' 1ST FLR ELV MAEHGT:T� CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER EWER PRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 ' REQUIRED APPROVED I REPORT HABITABLE RADON 8� PERMIT FEE CODE AREA FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD iPACT IMPACT IMPACT FEE IMPACT T— FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD DIT Y N LAW ENF IMPACT IMPACT.` IMPACT FEE FEE FEE FIRE/EMS RIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS . SUBS REQUIRED ELECTRIC GAS PLUMBING. LOT OF RECORD FEES FEES 00 DATE SENT TO ADDRESSING: /__i Joe Cicio From: Joe Cicio Sent: Monday, February 22, 2010 8:26 AM To: Dennis Bunt; Kenneth Arnold Cc: Christopher Lestrange Subject: 6668 Picante * Wynn Devlp. It has been brought to my attention that there are un-identified, un-permitted hurricane shutters installed at this address. The contractor will shutter his own sunroom because of this issue. Thanks �oe Ci.Gi0 Plans Examiner H One and Two Family Dwelling Inspector One and Two Family Plans Examiner St Lucie County Code Compliance Division 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. LUCIE COUNTY DEPARTMENT OF COMMUNITY -DEVELOPMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St.',,, Lucie County Contractor Certification Number: Z'160 State of Florida Certification Number (if applicable):o�// - wrwr.rrwrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr►rrrrrwrrrrrrarrrrrrrrrrrw.rrrrrrrrrr*+rrrrrrrrr I NNNON has agreed to be (companyrndividual name) the sub -contractor for 1401'11&00�KS JJU�- - (type of construction trade) (name of the prime contractor) t` for the project`)ocated at ��� �N ���- It is understood that, (street address or,property tax ID #) if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change of Contractor Form (SLCCDV FORM NO. 004-00). rrrwwwrrwrrawrrrwrrrerrwwrrwarwwrrrrrrrrrrrwrwwwwrrrrwwr+rrrwwrrwrrwrwrrrrrrrrrwrrrrr NESS -QUALIFIER (original signatures required): print name city,sta phone: date SLGGUV FORM NU.: WU4 JJ//�yJJ PERMIT #` ISSUE DATE -oo <` St. Lucie County Building & Zoning r_ -�"'J 2300 Virginia Ave 'L 7i V'. Fort Pierce FL 34982 BUILDING PERMIT SUB -CONTR ACTOR cSUMMARY �6pWaQM ge M&1>1 AtAD using the following sub -contractors for the &o n - ndividual Name) project located at 0��_ 61W 1306 -s00 ^ rn 0 (Street addr, ey�ss�or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical *-W WO) iqEMIL iNG a 0l'ZJ 5� Plumbing HVAC/ Mechanical Roofing Gas %TaT1Tr+r.+ TTQW "XTT V. li.`P1\_JP1 U012, v1.La. PERMIT ISSUE DATE: NUMBER: Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 hftp://www.stiucieco.org/public—works/periniffing.htm Permit 1 Address 6668 1 PICANTE CIR I Owner(s) RUDY PETERCSAK FORT PIERCE 34951 Historic INo Jurisdiction St. Lucie County Parcel # 1306-500-0217-000/1 S/D Spanish Lakes Fairways NE Phase Block 52 Lot # 23 FLU RU Zoning PUD I Flood Map 65F j Flood Elevation Flood Zone X Application Type Activity Type Other - Specify Permit Type Location 'lat Fee Valuation :7 Status Finaled ation 08/28/1997 Taken By Richard Vandore Issued By Angela Piemonte Posted By Bill Goreschak Job Address i666811RICANTE[CIR Please explain in Additional Commei CONTACT INFORMATION Add Application Contact Category Type C ontractor Property Owner Name Property Owner Contractor Business Address Email JWYNNE BUILDING CORP, 16668 PICANTE CIR / FT PIERCE Fort Pierce IFL Open Contractor . Registration Phone ( ) - ext Fax ( ) - Mobile ( ) - Pager Sub -Trade Permit 96120653 9612065RP 96120650 EP 96120651 PP Sub -Trade Job Description Permit Type Contractor Company Owner / Buildier Roof Sub Trade Status 2728 EDWARDS ANDY CARL -DORMANT Taken By ANDY THE ROOFER Date Applied Issued Issued By Expiration Finaled 05/11/1995 Finaled By Finaled Eileen Norton 12/31/1996 02/28/1997 Angela Piemonte 09/10/1997 Bill Goreschak Units 1.00 Floors = Buildings 1® # Bedrooms # Bathrooms Total Sq. Ft. 2,427.00 Min Flood Elevation Flood Map Flood Zone N/A FCC 101y Single Family Detached an NOC Required ❑ NOC Received ElNOC Expiration Setbacks Front 25.00 Back 15.50 Left Side 13.OD Right Side 14.30 Job Description Additional Info NEW SINGLE FAMILY RESIDENTIAL 3/2 (MASTER PLAN 95110545) Please include the date and your name when adding information. 'INSPECTION CHECK LIST RCVD 9/10/97 MS* 2 TREES *FPLN DONNA 30 DAY 7/24/97 4:21 MS* TRANSMISSION VERIFICATION REPORT TIME 01/21/2010 22:19 NAME FAX TEL SER.# BROH5J320634 DATE,TIME 01121 22:18 FAX NO./NAME 917722997465 DURATION 00: 00: 19 PAGE(S) 01 RESULT OK MODE STANDARD ECM W L+-I Code Compliance Division 2300 Virginia, Avenue Ft. pierce, FL 34982 Phone: (772) 462-1563 Fax: (772) 462-1578 http:llwww.stlucleco.orglpublic workslpermitting,htm PROPERTY INFORMATION Address: 5668 PICANTE CIR City l State 1 Zip: FORT PIERCE Parcel 0, 1306-500-0217-00011 Zoning: PLID APPLICATION INFORMATION Permit Number: 1001-0209 Activity Type: Permit Type. Building (Miscellaneous) CONTRACTOR INMRMATIOAr Contractor Name. MEL H CLAY Review Comments FL. 34951 Jurisdiction: St, Lucie County Lot # : 23 Block: 52 Business Name: HOMEWORKS REMODEL, AND REPAIR INC Business Addr. 1976 SUNRISE DR SW City 1 State I ZiF VERO BEACH, FL 3296 Page 1 Owner(s): RUDY PETERCSAK LILETTE F PETERCSAK Appllcation Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? E1 Fax Number 772.299.7485 REVIEWS ALM COMMENTS 3evi� S Us Rev _ _ d Bv, Documents Mi9sing Pending Lerie Gerstemrier 01/22/2010 1 Comment (teed noe time of plokup Date Startad Pj!9j9_0mgLqte Date Released Front Counter Review Complete Lorle Garstemeler 01122J2010 01/2212010 t Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http:/iwww.stiucieco.org/public—works/permiffing.htm PROPERTY INFORMATION Address: 6668 PICANTE CIR City / State 1 Zip: FORT PIERCE Parcel#: 1306-500-0217-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1001-0209 Activity Type: Permit Type: Building (Miscellaneous) FL 34951. Jurisdiction: St. Lucie County Lot # : 23 Block: 52 CONTRACTOR INFORMATION Contractor Name: MEL H CLAY Business Name: HOMEWORKS REMODEL AND REPAIRING Business Addr: 1976 SUNRISE DR SW City / State / Zil VERO BEACH, FL 3296 REVIEWS AND COMMENTS Page 1 Owner(s): RUDY PETERCSAK LILETTE F PETERCSAK Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-299-7465 Review Type Status Reviewed B Documents Missing Pending Lorie Gerstemeier 01/22/2010 1 Comment need/nocttime of pickup Front Counter Review Complete Lorie Gerstemeier Date Started Date Complete Date Released 01/22/2010 01/22/2010 Zoning Review Incomplete Jodee Vorreyer 01/2 10 01/25/2010 1 Comment NEED A SECOND SET OF PLANS. 01/25/2010 2 Comment NEED TWO NEW PLOT PLANS. OT PLANS ARE NOT TO SCALE AND I NEED TO CHECK THE SETBACKS EVEN IF YOU AR TAYING IN THE EXISTING FOOTPRINT. PLOT PLANS NEED TO OW THE PROPOSED AREA WITH MEASUREMENTS. WILL USE THE P OT PLAN I HAVE FOR THE STAMP APPROVAL FROM THE PARK. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3432626 OR j( 3163 PAGE 2921, Recorded 01/21/20 rt 02:44 PM T � NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement 1. DEStDt=ox OF PROPERTY (Legal description and street address, if available) TAXFOLIO Nuborg: / 30 6 --100 -0-z o —O c)O •— 1 sDBDmsto'5PANGtj LAS•� IRWRi�Oac. 5Z rxAcr LOS 3 DLDc Darr 1E68 pi c"Tc-c,C&U.E -111- aozc� Fl_ 2. GENERAr.DESOOMONOF Gomel ac)K To (sulss SQt'j 3. OwNMRIZOPWAATION: %blame IyC i]!�7n'' ✓ f"� h. Addreu�j�jj{i CJ �(t.:T1`�/ G �.ilW� e.1nf<re+l4tpmQerq C%Vtr�Z� d. Name ud rddmr of tea rimpla ddeholder Qf etherthan Owner) _ 4. cowmCrows NAME, ADDRESS AND PHONE Mm mR: S. SDRLITS NAM ADDRYM AND PHONE NUMER AND BOND AMOUNT- 6. LENDER1 NAME, ADDRESS AND PHONE NUMM 7. Persons within the State of Florlda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAM$ ADDRESS AND PHONE NUMBER: a. In addition to himself ar basr:14 Owner designates the following to receive a copy of the Licnor's Notice as provided in Section 713.13 (1) (bj Florida Statutrs NAME, ADDRESS AND PHONE NUMBER: 9. Expiration data of entice of commencement (the expiration date is 1 year from the data of recording unless a different date is specified): 20-- t' . — / v .rr% 'Ey t A-, ! \" '(' G S ci. � gnatuu of —owner or Print Name and Provide Signatory's TleldOfpce Owner'S Authorized Officer/Dlreetor/Partner(Manager Sate of Florida Counryof St. Lucie 1 The foregoing instrument was acknowledged before me this �� day of \c t \ . 20C—)_ For l � (name of person) (type of authority,... e.g, officer, trustee, attorney in fact) ��' (name of party an behalf of whom instrument was executed) _ Personally llaown b type of identification: _d r \ �15. 1 t A L C� r, ` TAWEWHIiE• Va::: �n tlIYY MWISSIM #00"17 '~• t J % EXPIRES: DEC 07, 2013 (Signature of Notary Public) ' Banded thrauph Ig Sft Insunncs i Under Penalties of perjury, I declare that I have read the foregoing and that the facts In it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). �� � SIErlature(i) of Owner(r) or Owncr(s)' Autharized Otficerf Director Partner/Manager who sisntd above: B. y�/--4 e BY [ter .0a-09-07/(S Rewiding) STATE Of FLOR10A ST. LUCIE COUNTY 4T11t� A THI: TRU ORI By: Dal a Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2165 Fax: (772) 462-6443 hftp://stiucleco.gov/cehftp://airs.slcfl.vetrol.com/AIRSweb.php Date: 22 January 2010 Job Address: 6668 PICANTE CIR Received By: gersteml Paid With: ck Paid By: homeworks remodel and repair ine Receipt Receipt 0000072685 'ermit Number: SLC- 1001-0209 Amount: $100.00 -redit Card Number: Check Number: 1007 Sign: TRANSMISSION VERIFICATION REPORT TIME 01/20/2010 13:44 NAME ST LUCIE CO FAX 7724621578 TEL 7724621578 SER.# BROL4J160710 DATE DIME 01 / 20 13: 44 FAX NO./NAME 917722997465 DURATION 00:00:15 PAGE(S) 01 RESULT OK MODE STANDARD ECM y FILE COPY BUILDING DEPARTMENT RECEI NOPT St. Lucie County City of Ft. Pierce City of Port St. Lucie St. Lucie Village FORT PIERCE, FLORIDA'� RECEIVED OF ?-", `i I E'' 4. '_. l P , EXPLANATION ACCOUNT NUMBER AMOUNT 1, REC'D BY S.� / E `�� t' �'f" l TOTAL AMT. REC'D $ White Customer Canary Finance Pink File Coov x. BUILDING -DEPARTMENT RECEINO. PT FILE COPY St. Lucie County City of Ft. Pierce City of Port St. Lucie St. Lucie Village FORT PIERCE, FLORIDA RECEIVED OF EXPLANATION ACCOUNT NUMBER AMOUNT REC'D TOTAL AMT. REC'D White Customer Canary Finance Pink RIP rnnu 5- .PUD 1PUD, Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http://www.stiucieco.org/public_works/permitting.htm PROPERTY INFORMATION Address: 6668 PICANTE CIR City / State / Zip: FORT PIERCE Parcel # : 1306-500-0217-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1001-0209 Activity Type: Permit Type: Building (Miscellaneous) Review Comments FL 34951 Jurisdiction: St. Lucie County Lot # : 23 Block: 52 CONTRACTOR INFORMATION Contractor.Name: MEL H CLAY Business Name: HOMEWORKS REMODEL AND REPAIR INC Business Addr: 1976 SUNRISE DR SW City / State / Zil VERO BEACH, FL 3296 REVIEWS AND COMMENTS Review Type Status Documents Missing Complete Page 1 Owner(s): RUDY PETERCSAK LILETTE F PETERCSAK Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-299-7465 Reviewed By Date Started Date Complete Date Released Lorie Gerstemeier 01/26/2010 Front Counter Review Complete Lorie Gerstemeier 01/22/2010 01/22/2010 Plans Examiner Revi Incomplete Joe Cicio I 0 02/04/2010 Comment ENGINEER MUST INCLUDE THE C ND LOAD DESIGN SHEETS 1 I N HEET ON THE PLANS * THIS STRUCTURE IS 30 . . . INDZONE NOT 120 M.P.H. AS STATED * [ engineer must change all notes and Wind loads accordingly ) �icrsP _. UOG Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 2-1553 Fax: (772) 462-1578 Page 2 http://www.stiu ' co.org/public works/permitting.htm 02/04/2010 Comment SUBMIT THE PRODUCT APPROVALS FOR THE DOOR AND WINDOWS AS COMPLIANCE VERIFICATION FOR THE FORCED ENTRY, WATER PENETRATION AND AIR LEAKAGE REQUIREMENTS PER AAMA/NPEA/NSA 2100 * YOU HAVE STATED ON THE PLANS THAT THIS IS A CATEGORY 3 SUNROOM 02/04/2010 Comment REMOVE THE OPTIONAL" IMPACT GLAZING " NOTE FROM THE PLANS * IMPACT RESISTANT WINDOWS OR SHUTTERS ARE REQUIRED ON THE SUNROOM UNLESS THE GLAZING IN THE HOST WALL IS SHUTTERED * PLANS MUST BE SPECIFIC * WE HAVE NO RECORD OF SHUTTER PERMITS AT THIS ADDRESS ` 02/04/2010 g/ Comment INCLUDE THE WNDOW MULLION DETAILS ON THE PLANS 02/04/201 0 Comment PROVIDE PRODUCT APPROVALS FOR THE WINDOWS, MULLIONS AND DOOR * PRODUCT AFFIDAVIT STATES DH 3900 FOR THE WINDOW AND THE FLOOR PLAN STATES DH 2950 ??? 02/04/2010 6 Comment COMPONENT FASTENERS ON THE PRODUCT AFFIDAV NOT CONSISTANT WITH THE DOOR AND WINDOW ATTACHMENT DETAILS * RODUCT APPROVALS 02/04/2010 Comment OPENING DESIGN PRESSURES r 02/04/2010 Comment NEED AN EGRESS LIGHT AT TI~i DOOR PER NPEA 7.7.1 * THIS MUST BE ADDED TO THE PLANS * SUBMIT THE ELECTRICAL SUB -SHEET [ original signatures ] AND SUMMARY SHEET 02/05/2010 9 Comment THE ORIGINAL PLANS FOR THIS HOME SPECIFY 4" X 4" STRUCTURAL PORCH COLUMNS SPACED DIFFERENTLY THAN THE ENGINEERS DOUBLE/TRIPLE STUDDING WHICH IS BEING SUBSTITUTED FOR THESE COLUMNS * IS IT THE ENGINEERS INTENT TO REMOVE ALL EXISTING PORCH COLUMNS AND IF SO STATE ON PLANS THAT THE DOUBLE/TRIPLE STUDS ARE COMPATIBLE AND WILL WITHSTAND ALL LOADS IMPOSED BY THE EXISTING ROOF SYSTEM AND THE PROPOSED SUNROOM DESIGNED AS AN " ENCLOSED STRUCTURE " 02/05/2010 10 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE Zoning Review Complete k Jodee Vorreyer 01/25/2010 01/26/2010 Lj w TRANSMISSION VERIFICATION REPORT TIME : 02/03/2010 15:53 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.# : BROE5J278861 DATE,TIME 02/03 15:53 FAX NO./NAME 917722997465 DURATION 00:00:41 PAGE(S) 02 RESULT OK MODE STANDARD ECM Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (7722) 482-1553 Fax: (772) 462-1570 http;►Iwww.stiucieco.orglpubiic work!oipermitting.htm PROPERTY INFORMATIO Address: 6668 PICANTE CIR City 1 State 1 Zlp: FORT PIERCE Parcel # : 130Fr500-0217-00011 Zoning: PUD APPLICA VON INFORM, A Permit Number. 10014209 Activity Type: Permit Type: Building (Miscellaneous) Review Comments FL 3401 Jurisdiction: St. Lucie County Lot # : 23 Block: 52 CONTRACTOR INFORMA77ON Contractor Name: MEL H CLAY Business Name: HOMEWORKS REMODEL AND REPAIR INC Business Addr: 1976 SUNRISE OR SW Page 'I owner(s): RUDY PETERCSAR LILETTE P PETERCSAK Application Type: Building Permit wto subs Other Activity: StDries: 1 Automatic Sprinkler System? ❑ Fax Number 772�2W7465 City 1 State 1 Zil VERO BEACH, FL 3296 REIREWS AND COMMEN_TS Review LM Status Re_v_iewed 9V Documents Missing Complete Lorie Gerstemefer Date StarkA pAtLQ2MR&1e Date Released 01128/2010 Front Cnunter Review Comolete Lorie Gerstemalar 0112212010 0112212010 MIN, SETBACK EQ, FRONT aD SIDES �J CNR SIDED REAR 10 ZNG. TECH. 0,l 1';- 20' VATNESS CORNER SET IR & CAP aj� cs'd'l� fA A e 26-49.47" R 105.00' L = 49.17' A - 217'31' R = 9&00' L = 3.80' AND CAP I 3' 3' Jl 7, -31 31 F= I - z R N� b LOT 22 LLOCK 52 SET IR & CAP LEGEND CAP PLASTIC CAP STAMPED L8#4286 BEARINGS BASED ON CENTERLINE OF PICANTE CIRCLE. AS O.R. BOOK OFFICIAL RECORD 800K SHOWN. HAVING A BEARING OF N 8935'S6" E PER PLAT. j CENTERLINE DESCR1PTtON IR IRON ROD LOT 23. BLOCK 52 OF SPANISH LAKES FAIRWAYS — NORTHEAST 1yi0 PROPOSED ELEVATION PHASE ACCORDING TO THE PLAT THEREOF AS RECORDED 1N PLAT BOOK 35. PAGES 5 & 5A — 5C. OF THE PUBLIC RECORDS PC POINT OF CURVATURE OF ST, LUCIE COUNTY. FLORIDA. PCP PERMANENT CONTROL POINT ROOD ZONE "X" PER F.I.R.M. PRM PERMANENT REFERENCE MONUMENT MAP NUMBER 12111CO175F F.F.E. FINISH FLOOR ELEVATION EFFECTIVE DATE: AUG. 19. "1991 LAWS 9Q%N NW&M W61E NOT AS91RAC7m FC1R NY#iT OfT�����SSED R65 WA7VWA01IFJOrtt1116. AND/bR EA4l110115 a' RG04lO./�^�_�,6 C07Mm AND 0 BREE NO ]333 OATS VALIDUNLES5 SIGNED, DATED AND E1180WITH SEAL Of SIGNING SURVEYOR BOUNDARY SURVEY CULrAaPPER & " WYNNE BUILDING CORPORATION CONSULTING ENGINEERS & LAND SURVEYORS REF. JO$ 22280 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 85140 561-464-3537 CERTIFICATION NO. L.B. 4286 D.F. 1 12-19-96 1 2166-23 ILATED t5TI SCALE I SHEET NO D.P. 1"=20' 1 OF 1 s Florida Building Code Online z Page 1 of 4 Affairs,'Mr=hM OP f li fit BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links I Search Product Approval M USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL6067-113 Application Type Revision Code Version 2007 Application Status Approved Comments Archived F1 Product Manufacturer Silverllne Building 1—roc . cts, Corp. Address/Phone/Email One Silverline rive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Y[r d COPY Address/Phone/Email Y Category ind.0 Subcategory uIflons Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [vl Evaluation Report - Hardcopy Received 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) Equivalence of Product Standards Certified By Sections from the Code Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. R Validation Checklist - Hardcopy Received FL6067 R3 COI CERT OF INDEPENDENCE.pdf Standard Accepted Engineering Practice TAS 201, 202, 203 Year 2007 1994 hq ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs4Yr43 ec4OR5... 2/24/2010 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/05/2009 03/09/2009 03/15/2009 04/07/2009 Summary of Products FL # IModel, Number or Name IlDescriotion 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for Mullion "Impact" use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.1.odf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.1 for any additional use limitations, design pressure ratings and installation instructions. 6067.2 b. Series 7537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for Mullion "Impact" use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.2.pdf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact Mullion "Impact" and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.3.pdf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. i067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact Mullion "Impact" and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.4.Ddf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43 ec4OR5... 2/24/2010 Florida Building Code Online Page 3 of 4 This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impact Mullion "Impact" and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.5.pdf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion "Impact" Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.6.odf requiring wind-borne debris protection this product Created by Independent Third Parry: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion "Impact" Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.7.1)df requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion "Impact" Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R3 II INST 6067.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067 R3 AE EVAL 6067.8.1)df requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. Back Next http://www. floridabuilding. org/prlpr_app_dtl. aspx?p aram=wGEVXQwtDgs4Yr43 ec4OR5... 2/24/2010 Florida Building Code Online Page 4 of 4 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey Contact Us • Product Approval Accepts: ® 19 M 9 v�rlilpn S.cd v u.0 r. http://www. floridabuilding-org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43 ec4OR5... 2/24/2010 �Mi� Oa cc/. ?lorida Building Cade O;iune� Page 1 of u Product Aogroval Menu > PrQoQr Anol{radon Search > Application Retail FL # FL11354 Application Type New Code version 2007 * �F a Application Status Appro . d xzf J qr` Comments 4�� .. � "a — Archived Product Manufacturer American Shutter Systems Association, Inc, Address/Phone/Email 4268 Westroads Drive West palm Beach, FL 33407 (561) 841-5480 bfeeley(Oeastern metal, com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Categorl Subcategory Compliance Method Bill Feeley Yee ley @eastarnmetal. corn Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect: Name who Walter A. Tilsit, JR. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration'Date 22/31/2010 Validated By John Henry Kampmann Jr. Validation Checklist - Hard,-opy Received ittp:l/www,kloriclisbuilding.orp/prjpr app_dtl.aspx?param=wGlrYXilw-tDgv1L 5K15SW1d6y`J61wra.T%2fli7... 10/16/2M ?ionda 3uilding Cody Online Wage 2 of Cert'fir_ate of Independence FL3.1354 RO COI Certification or Indepegd_e.a�€.DE Referenced Standard and Year (of Standard) staq.d. Year ASTM E-1686 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/--0/2008 Date Validated 09/15/2008 Date Pending FBC Approval 09/15/2008 Date Approved 10/14/2008 Summary of Rroducts 4 IF! # Model, Number or Name __ aescriptlor;�+ _ s _ 11354.1 Bertha HV Accordion Shutter Extruded aluminum blades folded together thru - Combo (Non-HVHZ) Drwg # knuckles and retained by tracks to provide ,08-152 hurricane protection _ 1:imits of Use _ Installation Instructions Approved for use in HVIiZ-. No FL_11354 R4 II DravgiagQ8,152_P17 Approved for use outside HVKZ! Yes Verified By: American Test Lab of South Florida ! Impact Resistant. Yes Inc. Design pressure: N/A Created by Independent Third Party: Yes Other: Large missile level "D". Max. span is 16'- Evaluation Reports O" and 14'-9" for -30.0 p.s.f depending on FL11354 It,O_AE_P..toduct..�val.u:at}o�tJ3 p9r ME 1centermates and locking rod configurat'on for the Created by Independent Third Party: Yes HVI Blade. 18'-0" for -30.0 p.s.f for MV2 Blade land 8'-0" for 110 p.s.f for HV3 and HVIA working :In unison. See sheets 12, 25 and 28 respectively la` installation drawings for other spans and Pressures. This product may not be installed !within High Velocity Hurricane zone. Bark Next D(A Administratlon 0Cpartmer7t of Gpmm;iWtyAffaira Flprida Buildinly Coda Online Codes and Standart!s 2555 shuma a Oak Baukva: d 72I/aha554e, Harida 52�99-210D (850, 487-1824, Fax (850) 414-8436 t 2000-2005 Tne State of Flo'ida, All r,gnts reserved. Conv; -aht and Disclz'rner Product Approval Accepts: ittp://w)<-w.floridabuil;:ing.org/pr/pr_app_dtl..aspx?param®-wGEVXQwtUgvTL5K 15SW1d6yV 61wml%2fh7... 10116/2M WAT, M A. TU aF1', 7R, P.E. REPORT NO,: DATE: LL E t. . - ii= unive a INEEMING; C MPAMY Stec-,*OLcom FL 1% t.kawNr.44c67 FL tied 'U== No, OM719 LR_ DDUCT EVALU_A j0N REPORT PRODUCT CATEGORY! PRODUCT SMCATEGORY: PRODUCT NAME: SiLMMITTED BY: 08-0909.01 September 8, 2009 Hurricane Shatters Accordions Bertha, H.''V.1l ccorc!ior. Shutter Sys,_=. HV Blades I and 2 and HV Window Blade IA American Shutter Systems Association, In,--. (ASS.9) 4268 Westroads Drive West Palm Reach, Flc ida ,134L17 L PURPOSE OF EVAI.UATfnN: This is a Product Evaluation Rcport issued. by Walter A. Ti lit, Jr., P.E. (Sysemm 1D # 1906) try the American Shutter $.ystems Assoelatiion, Inc. (A.s.S.A.), based on Rule Chapter No. 9B-'2,070, Method 1 d of the State of Florida Prodw Approval, Depanneat of Cowmaurz ty Affairs -Florid:; Building Commission. This product is ?win; issa:ed an E tiaa:?on Report. as described l:ereu., and has been verified for compliance in accordanze, vtith the: 2007 edition of the Florida Building Code, and - to veri%y that the product is for the purpose intended at least equivalent to dW required by tree Code. This Product Evaluation Report shall be sub}er:t to review and revisio'D in case of a Building Code Change that may affect its limitations and oonditio ts. 2. E MENCE S UB&MIT T EI e 2-I. PRODUCT EY'ALUATION DOC1<JN N'T .Ejx: Drawing No. 08-152, titled "BERTHA EM ACCORDION SHL11'1`ER SYSTEM", sleets 1 tl ru 28 of 28, prepared by Tilteco, Lnc.; signed and sealed by Walter A.Tillit, Sr., P.E.: dated 07/25/03, This drawing is an integral part of this Evaluation Repot. 1-2-MT-9 TC; ORC6: or I9V iRLk 1 Large missile impact and �"S ; : 9 g p cyclic Ioadinga tmdex ASTM E I81d'SThT.E'44,-as Nvell as Protocols TAS 201 and 203, as per seetion i 609.1.2 of 6355 ?ATM. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305)87I'TS3tt__L.F '..t3�D5) 871-1531 . • , V, �VV' A— 1Q: Vo rt-k 7P14';ypjpy i'j'.V7 LL! PRODUCT 9VALUATLON I EQ&T E 0 b M.01 Building Code. Calculatiaus prepared by Ulteco, Inc., dated July 31, 2006, and May 23, 2008, siped and scaled by Walter .A. Tillit, it., P.E. 3. MISSILE MPACT RESISTANCE: Large missile impact tinder section 1609,12 of the Florida Building Cade, as per ASTM E 1886 and ASTlvf E 1996, as well as Protocol TAS .Z01 (for HV Blade 1) and as per Protocol TAS 201 (for H'V Blade 2), and per ASTM E 1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain mind pmssures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 12. of 28 of Product Evaluation Document (P.E.D.), drawing No. 08-152. Maximum Anchor Spacing for H'V Blade 1 shall be as indicated on sheets 13, 14, 15.16 and 17 of 28 of Product rivaluation Document (P.E.D.), drawing No. 08-152. Maxiraum Shutter span for HV Blade 2 shall be as indicated on sheet 25 of 28 of Product Evaluation Document (PI D.), drattrng No. 08- 152. Maximum Anchor spacing shall be as indicated on sheer 26 of 28 of Product Evaluafion Doom aeut (F.E.D.), drawing No. 09-152. Maxim= shutter span and under spaQi-►tg shall be as indicated on sheet 28 of drawing No. 08--IS2..Accordion. Shutter System w7tr HV Blades 1, 2 & lA has been verified for code compliance to work as a non -porous storm shutter assembly, as per section 3.3.2.7 of ASTIM E 1996 Standard. 5. INSTALLATI For HV Blade 1 shall be penffonned strictly it,. a+: cordaace with the details indicated on sheer 5, 6, 7, 8, 9, 10,11, 18, 19 and 20 oz 28 of Product Evaluation Document (P.E.D.), drawing No. 08-1 Sz. Miain-lurn separation to glass shall be as indicate on shuts 6 thru 11 and 18 thm 20 of ?product Evaluadon DoGvn=t (P.E.D.), dmWaig No. 08-151 Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheet 5 of 28 and rime 10 on sheet 1 of 28 of Product Evaluation Document (1' E.1}.), drawing. No. 08-152, For HV Blade: 2 shall be performed strieily in accordance with the details in&cated or sh,-ets 21, 22, 23 and 24 of 28 of Product Evaluation Document (F.,E.D.), d.-awing ## 08- 152. Mi=i id= separation to glass shall be as indicated on sheets 22 Ibn-, 24 of 'Product Evaluatiou Document (RE-D), drawing No. 08-152, Requirements for use of locks and/or locking axis shall be as indicated on Notes an sheet 21 of 29 and nots 10 on sheet 1 of 28 of Product Evaluation Document (r .E.D.), dt'awing No. 08-152. The HV Blade worEng in unison with HV Blt& IA, shah be performed svictl a in accordance wiffi Umim ions included on sheet 29 of drawing No. 48-152. Mina uw separadon to glass shall be as indicated on sheets 6,7,3 8 and 19 of dz roving Olt.152. 6. MAT ERLAL CHARACTERISTICS A�.,,.,o SEEI��C� Shall by strictly in accordance with General Notes and Gorr> erHS iidic att s t 1 through 4 of 28 of Product Evaluation Document (P.B.D.), 4 PRODUCT EVAY.N 1tEP(?bft-rld^%.ft. -09tt�at specifications for RV Blade 1 shall be as indicated on sheets 14, 16 and 17 of 28 of Product Evaluation Documera (PX.D.), drawing No. 08.152. A=hor specificotions for HV Blade 2 shall be as indicated on sheet 26 of 28 of Product Evaluation Document (F.E.D.), drawing # 08-152. 7. LBUTA,TIONS AND CONIDMO�.4F USE: 7.1. Shall be strictly in campliance with Gamral Notes No. 1, 2, 9, 10, 11, 12 and 13 indicated on sheet 1 of '2$, of product Evaluation Docun=t (r.E.D.), drawing No. 08_ 152 prepared by Tilteco, Inc. and signed and scaled by Walter A, Tillit; Jr_, P.E. 7.2. Product shall not be installed within MGH VELOCITY HUIUUCANB ZONES as defined on seetion 1620.2 of the Florida Building Code. 7.3. Product steall only be installed .into poured ao=cw, concrete block, and wood frame struR;tures. 7.4 Ulnitation of use of Blade HV'1 used in unison %ith Blade HV IA. sha:1 be, as per sheet 23 of 28 of drawing Na. 08-132. Product Evaluation Deport prepared by Walter A. Tilli- Ir., P.E. (1;'lorida Liomm No. 44167), President of Tilt, Im (Florida FS-M719). Ifs. E O TiLUr TEVnNe A ECi[GIMERING COMPANY WALT ER A. MLUT, JR., P.E. — - ti7teco�aot.Com FLF.E.T.1 '3go.4.4t67 CERTIFICATION OF INDEPENDENCE Y"F-8.'w=`No. D0067iF (Rule M-72.110) Evaluation Report M. Date: Product Category: 08-090 01 September Hurricane Shutters Product Subcategory: 65;cc iQhs Product Flame: Bertha H.V. Accordion Shutter S steri HV Slades 1 2 snd ' A Submitted By: Annerican Shutter Svsterns Association iinc. (ASSA! Dear Sir (Madam) - This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for winch the reports are being issued, This is also to Certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate of Independence prepared by Walter A. Tillit Jr., P.E. (Florida Licerwe No. 44167), Presi4pt ©f Tilteco, Inc. (Florida C-6-0006719), . . 6355 N.W. 36th Streer, Suite 305, Miami, Florida 33166 - Koine: (305) 811-1530 - Fax- (305) 87I-1 S31 zu.v -• v . , F'lt_ ObYIG'T EV.4LrJATI01`i REPi)i2TNO. OgU9M01 Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab (ATL) of South Florida, Repcam No. W14.01-03, 0715.01-03, dated June 27, 2003; acid January 21, 2004 respectively; signed and sealed by William R. Mehner, P.E., and Henry Hoen, P.E., jointly udth ATL reports 4 1004.01-05, dated 11/16/05, signed and scaled by William R. Mehner, P.E.; # 1214.01-fly dated 1220/05, signed and sealed by Henry, p,E, perFrotocvls TAS 201, 202 and 203 and completed with ATL Report # 0317.02-06, dated ou 05/23/06 signed and staled by William Mehner, PXI. also per Protocols TAS 201, 202 and 203, Tensile tests as per QC Metallurgical Report No 30M-388 and No, 5JM-1022, dated May 20, 2003 add November 16, 2005, respectively; signed and sealed by Frank E. [hate Jr., P.E., as per ASTM E S. For HV Blade 2: Large missile iMp= and cyclic laadirrgs under Protocols TAS 201 and 203, us per section 1609.1.2 of the Florida Building Code. Uniform Static loads iu accordance with Protocol TAS 202, Test reports pa rared by American. Testing Lab of Souk Florida, Report No, 0422.01-45, dated April 22 thru June 15, 2005, signed and sealed by William R. Mekmer, P.E., and Henry Ilatten, P.F,. Tensile test as per QC Metallurgical Report No. SFM-578, dated 7/612005; sidued and scaled by Frank Grate, P.E., as per ASTM E $. For HV Wantdow Blade I Large missile impact and cyclic loading ,,per ASTM E 1896 =d E 1996, as per sectiota 1609.1.2 of the Florida Building Code. Uniform Static loads W accordance with ASTM E-330 per section 1714.5.3. Test reports prepared by American Tesdag J..ab of South Florida, report No. 0505.01-08 signed and scaled by William R. Mehrrr, P.E., and Hewy Hatten, P.E. Testing for Fire Bwning characteristics, per sections 260,1, 2602, 2607 & 2612 the Florida Building Code, per ETC laboratories report No. 1 TC-07-1095-19015.X; dated 12 /14/07, signed and sealed by Joseph I.abora Doldan, P.E. Testing for Weathering / (UV exposure) per ASTM 0-155 and ASTM D-639, per section 2612 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095- 19015.I, dated 12/14/07, signed and sealed by Joseph Labora Doldan, P.E. Temile test as per QC-Vetallut icai Report # SONI-693, dated July 21, 2008, signed and sealed by Frank E. Grate, F.E,, as per ASTM E S. 23. STRUCTURAL E1VGIl4EE G CALcmATTom: On Benito H.V. 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FLOOR TRACK OUALIFIED FO}USE W/ HV BLAAE I & 20 6063-75 ALLOY AND TEMPER 1.917' U3' 886' ,a 11 HV CEILING HEADER Q LIFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-16 ALLOY AND TEMPER a,. 2'2- 2'2- 2'2' 1® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE (D & Q 6063-T6 ALLOY AND TEMPER N o p616' 0 pjY a++• e' 4.867 C HV BLADE COVERED UNDER US PATENT ff 5458179 6005-TS ALLOY AND TEMPER 3. 26' 1.300' .086' TYP.) n1 4.097' 07 HV ADJ. ADAPTER W /LIP QUALIFIED FOR USE W/ HV BLADE O & Q 6063-T6 ALLOY AND TEMPER VARIES I' Mp m r "s_ .011 DR3 �. IGO j 60' .060' g1 a.i%a 670 Q2 HV HEADER, SOLL lam, QUALIFIED06 Rib SALLO� AND BEMPEtt� ONLY .125' TYP, 0 YARI 6 FROM 2,000- TO 5.00D' 17 8.0, WALL ANGLE QUALIFIED FOK USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER P.E. e 676 'f O tL�4.999' �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEOk 2� 6005-75 ALLOY AND TEMPER e ?4 i, 7 " 72 o - e 815' .092' 4.43 08 8V WALK —OVER TRACK QUALIFIED FO USE W/ 14V BLADE U & Q 6063-76 ALLOY AND TEMPER o C93' 083' $ n` -1 870 6' 13 HD CEILING HEADER/SILL OVAUFIED FOR USE W/ HV BLADE D SEE SECTIONS FOR VALIDITY. 6061-T6 ALLOY AND TEMPER 0.192• TYP.- B.O. WALL ANGLE "IED FOR USE W/ HV BLADE J 163-TS ALLOY AND TEMPER IL ECOINC. TILLR TESTING & ENGINEERING COMPANY 55 Nw, S6 St. &, 303. YO W CAROVM FLOMDA 3J166 Ph—, (305)671-1510 . Far: (305)871-1531 • 0: l:It.coOaoLcom £6-0006719 WALTER A. TTLLR Jr. P.E. FTDRIDA Ua. / 44167 O HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE & (17 6063-TS ALLO AND EIAPER '2 670' .994' 0• 842 v1 -) 12 ' .920 9O HY TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-TG ALLOY AND TEMPER VARIES 1.936, aA.1 .12 m Ni i .093' m1 N ®HD W LL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER 0.190' QQ TYP �1 7.000' _ ® Z" B.O. WALL ANGLE QUALIFIED FO�USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER F.B.C. A! S ■ S A A' American Shutter Systems Matoclatlon, Inc. 4268 Wat Roads Drive West Palm Beaah, FL 33407 Phona: (800)432-2204 . Fax: (561)209-8380 1 491' 1.200' a 0 • �o�. 5 HV 9Qf 180 STARTER OUAUFIED FOR USE W/ HV BLADE Q & (`1) 6063-T6 ALLOY AND TEMPER ,10 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE I & 2. 6063-T8 ALLOY AND TEMPER. .035' 140' 1a5' a g o - 530 b }561' 15 SHD CEILING HEADERZSIL!�` QUALIFIED FOR USE W/ HV BLADE tO& V 6063-T6 ALLOY AND TEMPER X Y t 2• 2' O.t25' 20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 0 & 6065-TS ALLOY AND TEMPER Ron High Velocity Hurricane ton CD2008 EASTERN METAL SUPPLY INC. BERTHA HV TM Accordion Shutter Syste 03-3a4 DRAWING No 08-152 4.076__ .745' TFi;-, • .052• 0 1.3 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1O & to ONLY 6063-T6 ALLOY AND TEMPER L75QL 1 � � 7-750' i I`------iil PLAN � FRorlr ELEVATION LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEOONLY 6063-T6 ALLOY AND TEMPER L91> 063' .71 a �o C31, HD CENJERM KING RO QUALIFIED FOR USE W/ HV BLADE 1), 9 & 2 6063-T6 ALLOY AND TEMPER VARIES, 12' MIN. _ 1/4' 4-20 S.S. OR 3/0.4-16 —ACETAL tiM1IMTiSRtENS. (SEE OETAE3) 8 „ ®)LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 1Q & RaJ V& HV FLOATING C T QUA fE0 FOR USE W/ HV BLADE 1 & 1A ONLY 6063-TG ALLOY AND TEMPE FLAT-20.1/ 1/4•-22 @'.. FIAT HEW 151RFMEDUMEL SSL.S, RAKED TW (2 Tw.)in $ e 875 .318q-117 &KI(wmo • KEYS (GHIGNE PIATED) QUALIFIED FOR SE W/ HV BLADE Q1 & ONLY. AUFIED FOR USE W HV BLADEUl ONLY .874' 6063-T6 ALLOY AND TEMPER Z-979_..._ 1753' n m OE,2 •a o �.? •Oej• o n G N •f "T" MALE QUALIFIED FOR USE W/ HV BLADE 1 QNLY ® HV FEMALE "T" LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1�ONLY 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER f,t30^ m 375'0 ® HV 3/8"a-16 ACETAL THUMBSCREWS JALIFIED FOR USE W/ HV BLADE 10 a.44767 P.E. SEAL/51 NAW E/l 1/4'-20 TImCADEO 02 CASr NP.5810 ENNIEL 8412U pNNTEp CRESS TURN xROB. DR -SS CylUNOER (GWOYE PUt[D) ® HV GRESS LOCK QUALIFIED FOR USE W/ HV BLADE 10 & ® ONLY, 250' 0.0 lA PLASTIC HERO r- .� 2 MOLDED TO scaeN c ,� ETI 60• AFTER RNNG 6 5' 1 BEFORE RNEFING t/4"A-20 x 3/4" S.S.THUMBSCREW 1/4 0-20 RlV_ NUT* *SERCES 9444 ALULIINUV (2024-TJ AU0Y) LARGE FLANUE INN 8 SN£E1 RUTSERT. PART 1 0820. AS YA UFACTUHEQ VY AVOEL CHERYY MXTORN, PARSIPPENY, NEW .JERSEY 07DS4 OR EQUAL (0 HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE Q1 ONLY, BLADE O ONLY. 45;r- ®L1F16F06A5WG0T EA &U 603TALLOY NO P 11/2• +qJ�t�-(/ - _ 1 4.0 QHV �4" W-20 AISI 304 ERt S S-S, THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE v & Q /-I IL E C O INC. TILLIT TESTING A ENGINEERING COMPANY 55 N.W. 3uk SL, Sr. 305, W:GWIA GARDENS. iLgRIDA 33Taa Phone : (305)871-1530 . Fox : (305)871-1531 e-moa: Qtacaelool.eom EB-0006719 WALTER A, MLUT Jr. P.E. FLORIDA Uc. / 44167 Q b ,s4s^ N RD4' I -\-THUMSTURN CYUNOER OR KEY CYLINDER 0.875• Min. 1 .125- Max. THUMBTURN CYLINDER CR OR KEY 1.57 Man, CYLINDER 1.78' M x. ® H`LOCK � BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 BOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O, GI &Q F.B.C.(Hon High Velocity Hurricane Zone A.SwSwAw American Shutter Systems Association, Inc. 4268 West Roads Drive West Pglm BCOch, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutt(e�riS) 1 —OlD 03-364 T!nDRAWW1N1' No ' O8-152 9 A" iettm� °rJ 2 MAX IMUM DESIGN PRESSURE RATING (p.s,f )AND CORRESPONDING MAXIMUM ANCHOR* fAPCON SPACING (in.) SCHEDULE FOR A GNEN MAx SHUTTER SPAN DESIGN NEGATNE LOAD Au PLTN15 SOLA7-SET AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE & CONCRETE BLOCK IN I&LATIONS - wCDOE-BOLT (SEE MOUNTINGS I, J, K & L CN SHEET 7). POURED CONCRETE POURED CONCRETE CONCRETE SLACK NUI! SPAN (It) IQWALK OVER MOUNTING 0 RAINGUARD MOUNTING OK WALL/FLOOR MOUNTING © WALL/WALK OVER MOUNTING NEI;ATM1Y f)E.9U/ LGO (of).. MGlih OE]tWT lOAO (PO) NEEM+E 0E51At tDN) (PO) O NEGIK t.. LOAD (MI) JO 40 60 75 90 120 160 205 30 40 60 75 90 120 760 205 30 40 60 75 90 120 160 205 30 40 -60 75 90 120 160 205 J'-0' !4 ;4 12 72 10 10 9 4^ 8 8 8 8 6 6 6 6 12 12 12 12 12 72 12 71 8 6 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 72 f2 f2 12 9.5 7 7 7^ 7 7 7 7 7 7 5 5 5 5 5 5 5 5 OR LESS t4 12 t0 9 8 8 6 6 12 12 1'2 72 12- 12 12 10.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 t0 9L 8 8 6 6 12 12 12 12 11 8 6 4.5 7 7 7 7 .7 7 5.5 4,5 5 5 5 5 .5 5 5 4.5 4'_C' 74 12 10 9 8 B '6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 B 5 6 72 12 112 12 12 12 70 8 7 7 7 7 7 7 7 7 5 5 5 .5 .5 5 5 5 14 12 10 9 8 8 5 6 12 72 12 10.5 8.5 6.5 5 3.5 7 J 7 7 7 6 5.5 d.5 3 5 5 3 5 5 5 J.5 14 12 10 9 8 6 6 6 12 12 f2 12 10 7.5 5.5 4 7 7 7 7 7 1 7 7 5 5 5 3 5 5 3 5 f4 12 10 9 8 8 6 b 12 12 12 f2 11 11 B 6.5 7 7 7 7 7 7 7 6.5 S 5 J 3 5 5 5 5 1+ 72 f0 9 B 8 6 6 12 12 1 I t 8.5 7 5.5 4 J 7 7 7 7 6.5 5 J.5 J fi 5 3 3 5 4,5 J 5•-0' la 12 )O 9 8 8 6 6 12 12 I2 !Q 8 6 4.5 3.5 7 7 7 7 7 7 7 7_ 7 7 5 5 5 5 5 5 5 S 5 5 14 I1 10 9 8 E 6 1 6 12 /2 12 i7 12 9 6.5 5 7 7 7 7 5.5 5 5 5 3 5 3 14. 12 70 9 11 8 6 1 6 12 12 9.5 7.5 6.5 4.5 3 - 7 7 7 1 6.5 4 3 - 5 5 5 5 5 4 J - 7'-0' 14 12 10 9 8 8 6 6 12 72 12 8.5 7 5 4 3 7 7 7 1 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10.6 7.5 5.5 4.5 7 7 7 7 T I 6 4 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 6 72 12 8 6.5 5.5 4 J - 7 7 7 -6 5 J.5 - - 5 5 5 5 5 3.5 3 ^ 8--0• 74 12 10 9 8 8 6 - 72 12 70.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 12 12 12 9.5 B 6 5 4 7 7 7 7 7 7 5 J. 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - t a j71 '[6A 152 9!51 [ C-11 67A 17A 6:5i .5ir 4 5i - KEN EM 5 5- 9'-0' 14 14 12 72 TO 10 9 8 8 - 'd24 I17♦) 11'2A 9 Si .2- [6 5115.'S1 9.5 ?B [41 � fi- Vf L4[5i " X9J IVA ■7I ETi F7) VA 17A L7I 97A ft71 ■7A �7) �61E �6� C41r i9) d 3 5 5 5 5 5 5 5 5 5 5 5 5 5 f a 12 10 9 8 8 - 12 10 6.3 5 + -J _ - `=Y '7" '7`' -6-'4:5- =4=• J-' �I- - 5 5 5 4,5 4 3 - - Jp'_p' t4 12 10 9- 8 8 72 11 8.5 6 5 J.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 09 8 8 12 12 J 1 8,5 7 5.5 4 .3 7 7 7 7 7 5.5 3 - 5 5 5 5 5 5 4 3 �12 10 9 8 8 72 9 6 4.5 4 3 - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 3.5f'-0-[fP4f2 10 9 8 8 - 12 10 7 5.J 4.5 3.5 - - 7 7 7 7 7 7 J.5 - 5 5 5 5 5 5 5 4 t0 9 8 B 12 12 10 8 6.5 3 3.3 J 7 7 7 7 5.5 5 - - 5 5 5 5 5 5 3.5 3 14 12 to 9 6 11 8 5.5 4 .3.5 7 7 3 4 J - - - 5 5 5 4 J - - - J?'_p' l4 12 7O 9 e - - 11 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 J - 5 5 5 5 5 5 4.5 SS 14 12 10 9 1 8 - 12 12 9 7 6 4.5 J.5 - 7 7 7 7 6 4 - 5 5 5 5 4.5 J.5 - 74 12 10 9 e - - - 10 7.5 5 4 3 - - - 7 7 4.5 3.5 J - .5 5 4.5 3.5 3 -- - - 13'-0- 14 72 70 9 8 - - 11.5 8.5 6 4.5 J.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 55 14 I2 10 9 8 !2 12 8.5 S.5 5.5 1 3 - 7 7 7 7 5.5 3.5 - - 5 5 5 5 5 4 J - 14 12 t0 9 1 - - - - 9.5 7 4.5 3,5 J - - - 7 6.5 a 3.5 - - - - 5 5 4 3.5 - - - - f4'-0' 14 12 IL 9 10.5 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 J 74 { }2 IO 9 - - 12 1IA 7.5 6 5 4 3 - 7 7 7 6.5 S.S - - - 5 3 1 5 5 5 4 3 14 12 72 10 _ 6.5 6.5 4 3.5 3 4 .J5 5 4 J-0' 14 12 10 - - - f0 7.5 5 4 3 7 7 7 J.5 - - 5 5 5 5 5 5 4 J 12 10 72 If 7 5.5 4.5 7 6 3 - - - 5 5 5 5 5 .1.514 tE•._0 12 10 - - - - - 8 6 4 J - =-7 .5 14 !2 10 - - - 9.5 7 4.5 J.5 J 5JS 12 10 -12 10 6.5 5.5 4.5 c AN P.E. /-11LIEC O INC. TILLIT TESTING & ENGINEERING COMPANY 55 N.w. 36th. St. St. 305. VRM. GARDENS. FLORA)& )3166 Pharr : (305)871-t530 . r,.: (3O5)e71-1531 e-ITa9: t'It.coOoa'_ EB-OOG6719 WALTER A. TILLR J1. P.E. FLORIDA Li,. P 44167 (1) HV BLADE F.S.C.(Non High Velocity Hurricone Zone) 02008 FASTERN METAL SUPPLY. INC. A,S.S■fA■ American Shutter Systems Association, Inc, 4268 West Roods Ori�e Wesl P,,4 Beoch. FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 BERTHA HV TM Accordion Shutter System OLD 05-364 DRAWING No 08-152 MAXIMUM DESIGN PRESSURE RATING (ps f) AND CORRESPONDING MAXIMUM ANCHOR+ SPAQING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19). u B -'EE;-T FE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX _ MAXIMUM DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G=0.4-3 W/ MIN. G=0.36 PLYWOOD SPAN (n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, O & R FLOOR MOUNTINGS M, N, 0 & P. FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALt MOUNTINGS W& X W& X W& )( P& 0 NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATVE DESIGN LOAD (psQ NEG4TK DESIGN' LOAD (psf) NEGATIVE DESGN LOAD (psi) NEGATIVE. DESIGN LOAD (psi) ,SO 40 60 75 90 05 30 40 1605 0 75 90 30 40 60 75 90 105 30 40 60175 90 105 30 40 60175 90 05 30 40 1 60175 90 1105 30 40 1 60 75 90 105 '-0" OR LESS 12 110 10 9_ 8 8 6 6 6 6 6 6 12 10 10 9 8 6 6 6 6 6 6 12 10 TO- 9 8 8 6 6 .6 6 6 6 6 5 4 4 4 3 _4.-0" _ 12 10 10 9 8_ 8 6 6 6 6_ 6 6 12 10 10 1 9 _8 8 8 6 6 6; 6 6 6 12 10 10 9 8 8 6 6 6 6' 6 16- 6 5 4 4 A 3 _- 5'-0" )2 10 TO 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 5 6 6; 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 - 6'-0" 12 - 10 10 9 8 6.5 6 6 . 6 6 6 -.5 .5 5.5 - 4 4,5 -- 4 12 - 12- 10 - 10 10 10 9 - 9 8 - 5 5 3 3 6 -- 6 6 6 6 6 .5 - 5 5 - 4 4.5 _ . 3.5 12 - 12 10 10 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7'--0" l2 70 t0 9 6.5 4 6 6- 7 3.5 -- 6 6 6 5 4 13.5 6 - 5 4 - 4 - - fl'-0" 12 10 70 7.5 a,S 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - I -- 6 6 5 .5 3.5 3 6 5 4 - - 9'-0•' R y ti 7 w7,0t 1Z331 - -8 6 5.5 .5 4 3.5 3 3 !TF4 -1'2--f0 i1,0� $�9. -r-Y- '4Sf i - 6 6 4_5 4 4 3 3 ° s11 "yt1# '6 6 4.5 4 3 3 fi'� [5� ESTS - - )W-0" 12 10 7.5 4 - `= 6 8 5 , p[- 6 6 .S 3 - 12 )0 3 - - 6 4 .5 3 -_ n" -5 - - - - 11'-0" 12 10 5.5 - - - 6 6 4,5 - - 0 4.5 - - 6 5.5 3-5 - - - 12 10 - _6 6 5.5 4 - - 6 5 - - - - 12'_p 12 10 4.5 - - - 6 6 4 - - 0 3.5 - - - - - - 6 - 6 5 - 4.5 3.5 ..... _ - - ., - - - - __ - 12 .._ 12 tO -.-_ 7.5 - _ - _- - - _ - _6 _ 6 5 4.5 3.5 - - - 6 5 - - - 12 10 - - - 6 6 - -...- -- 0 - - - - - 6 4.5 - - - 14' 0" t 2 10 - - - 8 5.5 - - jil'2 7 - - - - 5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 15'-0-- 12 - - - - - 6 - - - - - - - - 5 - - - - 12 - - - 56 -I6'-O" 12 - - - 6 - - - - - - - - 5 6 - - i - - + NOTES ON ANCHORS REQUIREMENTS: WOOD $U©STRAM, 1. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BC AS FOLLOWS: • 1/4'I TAP -CON ANCHORS, AS IIANUFACTURED BY I.T.W. BUIIDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2, ANCHORS TO HOLLOW SHAD. BE AS PER MOUNTING TYPE U. SHEET ITT AND SHALL CONSIST OF H V BLADE 0 R � H V BLADE W / LAC SCREWS AS PER N2005 DS 70D3 SPECIFICATIONS. H V WINDOW BLADE WORKING I U N I S t 3, SUBSTRATE SWILL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.S) .DS) N -DOUGLAS FIR W/ 0-0.50 -SPRUCE PINE FIR NORTH 'ry/ G-0.43 -SPRUCE PINE FIR SOUTH W/ C-0.3e (N.D.S.) ♦ SEE LIMITATIONS OF USE FOR -MIN. 1/2- COX PLYWOOD (1985 APA) BLADE 16 ON SHEET 28 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS CF THE ANCHOR'S MANUFACTURER, P.E. SAC Z, Af48E,76Ai IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 35 N.W. ]eln. 5L, Sla. ]05, V19tlN4 CAADTN°. FLORIOA 33196 Phone (305)B7I-1530 FPA : (JO5)871-1531 E e-meB-W00O6719 1cam 081t9 WALTER A TTLLR J, P.E. FLOPoDA Lic. r 44167 I• )N* B.0 .(Plon High Velocity Hurricane Zone) 0 2008 EASTERN METAL SUPPLY, INC. //�� �ERTWA HV TM AwSmSmAm Accordion Shutter System American Shutter Systems Association, Inc. 4268 West Rocds Ori- West Palm Beach, FL 33407 Phone: (600)432-2204 . Fox: (561)209-8380 OLD 05-394 DRAWING No 08-152 C (SEE MOUNTINGS ON SHEETS 19). MAXIMUM SPAN (1t}' EE; U B !E� T F�;_> E=__ SOUTHERN PINE No. 2 W pdUMIN. G=0.55, G(AS FIR W/ MIN. G=.0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W / MIN. G=0.36 B.C. WALL MOUNTINGS S & V 8.0. WALL MOUNTINGS S & V A.O. WAU_dMOUNTINCS NEGAINE UESILN LOAD (p.l) 30 40 60 75 90 105 NEGATflE DESIGN LOAD (yaN) NECATI7E UESIGR LOA^. (psi) 30 40 60 75 90 05 30 40 60 75 90 ,105 -0" OR LESS 12 12 12 12 f7. 12 12 12 12 12 12 12 12 12 12 12 12 12 q'_0' 12 17 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 112 5•_U•• 6'."p-- 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12. 12 12 12 12 12 12 12 12 12 10 '8.5 10.5 / _0 72 12 12 72 12 12 +21'�'212 12 12 12 10. 12 12 12 0.5 8.5 7.5 12 12 12 12 12 12 12 12 - 1 1 -- 9.5 - ja2,e -1,2:al,_-5 u., .7-.5 =5_ F_,' l0'-O" tT2 12 �i' t2 12. r 12 1112� 1.5 i f}. 9.5 12 12 tri2� 12 L1?5 9?5 8E5s 7.5 q;2 12 12 12 `iA- 9 e8`' 7 6 5 -I1•-0" 12 12 12 12 12 12 10 8.5 12 12 12 7 12 12 8 6.5 5.5 4.5 12 12 Ti 17 1.59.5 10. 8.5 8 7.5 12 12 12 12 11 10 $7.5 5 5.5 12 12 1.57.5 0.5 7 6 5.5 5 4.5 4 4 14'-0•' 12 12 t2 9.5 8 6 12 12 9.5 a.5 12 9.5 6.5 5 4 3 12 1211 9 7.5 5 12 12 8.54 12 9 6 5 4 - 15•_0"12 12 ,10. 8.5 65 a 12 72 A 3 11.58.5 5.5 4.5 3.5 F- n HV BLADE 4�;u7�,' y%.• 'SAP: 0:8', QQB� P.E. SEAL/SIGNXIURE/C TE .t. NoTrc ON ANQhQRc RE UIREMENTS• WOOD SUBSTRATE$" I. ANCHORS TO WALL, FLOOR OR SOUO WOOD SOFFIT SHILL BE AS FOLLOWS: - 1/4's TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIVUN EIABEOMENT AS INDICATED AT FACH SECTION ON. SHEETS 15 do 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CENNG SFWl BE AS PER MOUNTING TYPE U, SHEET 19 AND StU1LL CONSIST OF IAO SCREWS AS PER NOS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-0.55 (N.O.S) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.O.S.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S) -MIN. 1/2' COX PLYWOOD (1956 APA) 4, ANCHORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIDNS AND SPF.CinCATIONS V THE ANCHOR'S MANUFACTURER. Tt L E c o TILUT TESTING & ENGINEERING COMPANY s5 N.W. 3, S, St.. 305. VII I,ItA WoJNS. FLORIDA ].T:66 PNone (30s)877-Is30 Fax . (305)871-1531 e-moil tilt.co6eot tam ES-0006719 WALTER A TILLR Jr. P.C. FLORIDA Lk. / 44161 F.B.C. American Shutter Systems Association, Inc. 4268 West Roads Olive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox' (561)209-8380 ;Non High Velocity Hurricane Zonc) © 2006 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System aESCRIPTION DATE OPAwN SL N._L:.V.L OLO 05-364 07/25/06 OA1L: 07/25/OF DRAWING No 08-152 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR m HV BLA W'`L FINISH MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD SHALL BE -LIMITED —1/4"0 TAPCON W/ 1 1/2' Min- TO 105.0 psf, DESIGN LOAD PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) h 1+ 1/4.0 TAPCON W/ 1 1/2- j PENETRATION OF M. THREADED AREA TO EXISTING WOOD HEAOER, (SEE 1 MN. SCPAIWICN ( TO GUI (SEE sa - � ) / I, ;•.' SOHEDULf ON SHEET I6) 1/4'0-20:3/4' S.S. MACHINE ) 8 SCREWS W/ 1/d--20 NUTS -. SCHEDULECN ` E 12 FOR 1340E m, 1 ON SHEET 26 Fq ' C l U m I2 DW 1' IUr. r O " � EXISTING I GLAD 1D& Q GLASS --I 'TI�Iy`1I wa l I I II _ ,I I 1 I T OR y J 1 1 FINl- j(�� ' I. ry( / 1Z i I LLLJJJ III'I'IOPTIONAL 'WALI I I - E��� J EXISTING MIN. G L- 2' 4' WOOL) 11 1 0R ®♦ I I _ EXISTING MIN. HEADER RLOUIREU 1 j 1 2".4- WOOD a HEAVER REOUIRED x11iTING I A4N. SFPARAP,CN I CLASS--i TO GLASS (SEE �;�pE ON ELT I I II I a MIN. SEPARATION TO G155 EEL(SCHEOULE ON SHEET 12)a r�mLXi C. 0.AOE5 b(I GLASS— — OHV WALL HEADER INSTALLATION eeA! 1 uew,71G0 IfaCSrAf 16YIAiV._ LxtSDNG-p--------- —� I I MIN, SEPARATION TO CLASS __ G1A55• 1 E%ISTING� (SEE SCHEDULE ON SHEET 12) I MIN, SEPARATION TO GLASS p C1A55 Y:4' CONTl (SFE SCHEDULE ON SriFET 12) tF71J1 T WOOD FLATF. 1 REO'D 1/4'0-20.3/4" S.S. MACHINE SCREWS Wi .-� WALL I 1/4'-20 NUTS O 1: FINISH I 'I x/ I O.C. I i:�T � OR© ram- fI I, J it �I :•:I / 2'.i CONT.- WOOD PLATE REO'D. i I J/4-0OF TAP EO ARAREA11 RO PLYWOOD. RATION I'`# �"y' (SEE SCHEDULE ON SHEET 16) A1 /2' MIN. COX PLYWOOD REO'D. EXISTING MIN. 2%4' MIN. 2'.4' STUDS O I6' O.C. MAX. REO•D. STUDS O Iri' O.C. MAX REO'D. PLYW000 TO BE TO BE ATTACHED TO STUDS RI ACCORDANCE ATTACHED TO STUDS IN :LION 306.,0iiHE_E.D.C. .. ACCORDANCE WITH I I 511.1 IN�STALLA�710N�t T SECTION 2308 OF THE 1 \ 41{t11 11 1' ` l 1 1 1/4.0 TAPCON W/ 1/2- Mtn. PENETRATION OF THREADED AREA �VVVV DTTO PLYWOOD. \\ 1 /2' MIN. CD7C, (SEE SCHEDULE ON SHFFT 16) LYWOOO REO'O. WALL nNIS by WALL SILL INSTALLATION. °s -SEE 1 1-SEE SHEET 4 FOR TYPICAL SNllT1-tR ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1� OR i "11 4'0 TAPCON W/ I I/2' Min. PENETRATION Or THREADFO AREA TO �, 111 hI 4 EXISTING WOOD PLATE . (SEE 1 SCHEDULE ON SHEET 16) _. � 'u �1` 2"e4" CONT. SI:L V PLATE REO'D. ( HV WALL SILL INSTALLATION I MIN, SEPARATION TO GLASS _ I 1 —(SEE SCHEDULE ON SHEET 12) EXISTING CLASS---P a 1/4'0-20.3/4- S.S. E MACHINE SCREWS 9 USINC 1/4'-20 NUTS a a 12' O.C. �� •, ,. ..',. � �oR 18 1 aR i 5. I 111 \ 1/4"o TMCON W/ 1 1/2" Min. {' COtJl. I.':, PENETRATION OF THRFAOED AREA PLATE O MIDWIDTII OF WOOD PLATE. (SFF. SCHEOULE ON SHEET 16) WALL FINISH ® NV WALL SILL INSTALLATION ♦ SEE LIMITATIONS OF USE FOR BLADE a ON SHEFr 2B F.B.C. F! ML Tc 0 INC. - TILLIT TESTING dr ENGINEERING COMPANY Ja%. SL, Sl.. W5. VRQHIA WAOfnS, iLa OA 331e6 ^ • ' Phone (305)871-1530 . rea (3�)871-1531 a ' �- - • - • f�� EB-aDD67I6 WALTER A TILL.T Jr. P.E. FLORIDA Lkc If441$7 A,S .S,A. American Shutter Systems Assoclallon, Inc. 4268 West Roads Dr; - West Palm Beach, FL 33407 Phone: (800)432-22G4 _ Fa.: (561)209-83R0 (Non Hiqh Velocity Hurricane lone) ® 20CS EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System 1 OTSORIPTION OATS DRAWN Or:I—YJr F;_3 oL0 o3-364 07/23/06 OATE: 07/25/GP._ DRAWING NO 08-152 F'.e. sEaL/Slcrva.7uN�/DnIL - --- I I� SEE END CONNECTION DETAILS ON— SHELT 24 1YP. FULL HFIGHT. &-E `t 34 LOCAnon NVR-NDS II v p �- z II o_ k IIA 34 Lou n "1 jg IL I 0 (8) �DR TYPICAL HV BLADE SHUTTER ELEVATION N.T.S. * tnO ON HD LOCKS AND CENTERMASES: 1. MANDATORY CONDITION # 1: ONE 33 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES. (31 OR ( AND AT ANY ELEVATION. (RI H.D. LOCK MAY BE USED AS AINSID )R UTSlDE LOCK, ATTACHED IV© HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 318" LONG FLAT HEAD S.S. M.S. LOCKING RODS n ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF In H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR S`F(UTTER SPANS UP TO 105". (3—l� H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW ,MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER, F.B.C.(Non High Velocity Hurricane Zone) ` •:i IL ECOH ■�. American Shutter S stems y Association, Inc. 4268 West Rocds Drive West Pol,n B-0. FZ 3.116 Phone: (800)a32-220b Far: (561)209-8360 02008 EASTERN METAL SUPPLY, INC. HV TMBERTHA��S■ Accordion Shutter System TILUT TESTING &ENGINEERING COMPANY e355 NA Jem. Se. Se. 305. %*ONA GARMS, RMCA 3„se Panne : (305)571-1530 . Foe : (305)871-1531 a -man: !00 571 EB-ooa57,e WALTER A TILL Jr. P.E. FLORDA Uc. # H157 r. N DESCRIPTION DATE DRAVN BY: 1 0.D 05-06e o7ps/oe wrE: 07/25/ON - - 2 DRAWING NO 08-1 52 �•, _ ••/'��` P.E. SEAt�SICA1ltIUR��{3ATE I 5 SHEZ' 21 OF 28 5 OFFICE USE ONLY: DATE FILED: a�okb 1-0 PERMIT # p REVISION FEE: �-m RECEIPT # ST. LUCIE COUNTY PUBLIC WORKS DEPART ME CODE COMPLIANCE DIVISH 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-565' (772) 462-1553. PERMIT APPLICATION FOR BUILDING PERMITPEIV 10 S PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT 3. CONTRACTOR INFORMATION: ST. of FL REGJCERT. # BUSINESS NAME: QUALIFIERS NAME: - ADDRESS: _(OL -216 JS 0 CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE/CELL: 5. ARCHITECT/ENGINEER INFORMATION: NAME: �v(51, ADDRESS: *�-AV7:7 CITY: . c) f'selic:14-- PHONE (DAYTIME): STATE: STATE: — FAX: ST. LUCIE CTY. CERT. #. 'FAX: ZIP: ZIP: s Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2165 Fax: (772) 462-6443 hftp://stlucleco.gov/cehttp://airs.slcfl.vetrol.com/AIRSweb.php Date: 08 March 2010 Job Address: 6668 PICANTE CIR Received By: gersteml Paid With: vs Paid By: mel clay Receipt Receipt#: 0000073391 'ermit Number: SLC- 1001-0209 Amount: $51.50 �redit Card Number: XXXXXXXXXXXX6983 Check Number: Sign: NBENGINEERING, INC. CONSULTING ENCINEERINC V�MOIA BOWLES VILLAMIZAR & ASSOCIATES Certificate of Authorization #3728 March 8, 2010 Mr. Joe Cicio Plan Reviewer St. Lucie County Building Dept. 2300 Virginia Ave Ft. Pierce, FL 34982 Subject: Petersac Sunroom Building Permit # 1001-0209 Engineer's Project Number: 10-109 Dear Mr. Cicio: As requested by the contractor, the following changes were reviewed and found in compliance with the design criteria and the Florida Building Code: • The Simpson's SSP is not required at the bottom of the studs. • Simpson's LSTA12 at the top of full studs are required only as installed to date. Should you have any questions regarding the above subject, please call. u • s THESE PLANS AND ALL PROPOSED WORK *=Rodolfoi ar, P9. ARE SUBJECT TO ANY CORRECTIONS � -FFL '- 1000 Z REQUIRED BY FIELD INSPECTORS THAT OF * a MAYBE NECESSARY IN ORDER TO v�°°°is/DNA L •ENG��.������ %C90- C 5 ST LUOIE OOU BUILDING DIV REVIEWED BY DATE PLANS D PERMIT MUST SE EPT ON JOB OR NO INSPE ION WILL -BE MADE The Boulevard Professional Center 2455 - 14th Avenue 1600 W. Eau Gallie Blvd., Suite 203 Vero Beach, Florida 32960 Melbourne, Florida 32935 Phone (772) 569-0035 Phone (321) 253-1510 Fax (772) 778-3617 Fax (321) 253-0911 E-mail: mbvengambveng.com M�IA}�MI-DADE "ESTAGLER -DADE COUNTY, FLORIDA LZ♦J11i� _ DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ( CCL . ' 40 STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com Jeld -Wen Inc., 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraft" Inswing Steel Doors (steel edge) w/ wo Non -Impact Sidelite APPROVAL DOCUMENT: Drawing No. S-2199-01, titled " Inswing Steel Edge Opaque Steel Doors", sheets 1 through 7 of 7, prepared by PTC, LLC, dated 01-04-02 and last revised on 08/09/07, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Doors: Large and Small Missile Impact Resistant Sidelite: None: Approved shutters complying w/ FBC are required Limitation: Not approved for water resistant, unless meet exemption requirement per FBC. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County. Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0110.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07-0618.08 Expiration Date: July 03, 2012 Approval Date: September 27, 2007 Page 1 JFI r ,Ia W Page 1 of 2 Z lorida Buildinia Code Online BCIS Home I Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff i BCIS Site Map I Links I Search do�Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail _ FL # FL8324-R Application Type Revision •�' � _ ' Code Version 2007 Application Status Approved -��- Comments Archived (-1 Product Manufacturer Situe fin.. Building Prod�o .Address/Phone/Email- On Silvei711tIe DriveA ' North Brunswick, N] 08902 (732)435-1000 rickw@rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email 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) Equivalence of Product Standards Certified By Sections from the Code Windows Double .Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer dl Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 Window and Door Manufacturers Association 12/31/2011 Ryan 1. King, P.E. i] Validation Checklist - Hardcopy Received FL8324 R2 COI CERTIFICATE OF INDEPENDENCE.Ddf Standard Year ANSI/AAMA/NWWDA 101/I.S.2 1997 ANSI/AAMA/NWWDA 101/I.S.2/A440 2005 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvrwATyQuNN... 2/24/2010 "Horida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/21/2009 09/09/2009 09/14/2009 10/13/2009 Summary of Products FL # Model, Number or Name JFDesriptio. 324.1 b. Series 3000/3900 Model Extruded Vinyl Double Hung Window with Nailing Fin 3001/3901 Limits of Use Installation Instructions Approved for use in HVHZ: No FL8324 R2 II INST 8324.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8324.1 for Design Pressure Ratings, FL8324 R2 AE EVAL 8324.1.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8324.2 b. Series 3000/3900 Model Extruded Vinyl Twin Double Hung Window with Naili��:11ng 3002/3902 JIFin (Integral Mull w Continuous Head and Sill) Limits of Use Installation Instructions Approved for use in HVHZ: No FL8324 R2 II INST 8324.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8324.2 for Design Pressure Ratings, FL8324 R2 AE EVAL 8324.2.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8324.3 3000/3900 Model Extruded Vinyl Triple Double Hung Window with Nailing =Fc.-sries 3003/3903 Fin (Integral Mulls w Continuous Head and Sill) Limits of Use Installation Instructions Approved for use in HVHZ: No FL8324 R2 II INST 8324.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8324.3 for Design Pressure Ratings, FL8324 R2 AE EVAL 8324.3.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: fFq—WF191® eChecR = VnlElpn S�tur�A ren�rn http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvrwATyQuNN... 2/24/2010 Mr. Joe Cici Plan Review St. Lucie County Building Dept. 2300 Virginia Ave Ft. Pierce, FL 34982 ENGINEERING, INC. CONSULTING ENGINEERING MOIA BOWLES VILLAMIZAR & ASSOCIATES Certificate of Authorization #3728 February 17, 2010 0 PY of ' Subject: Petersac Sunroom Building Permit # 1001-0209 Engineer's Project Number: 10-109 Dear Mr. Cicio: This letter is to clarify the responses to the comments dated February 4, 2010 regarding the subject project. All comments are addressed as follows: 1. Wind load and subsequent data has been changed to 130 mph. 2. Sunroom category has been changed to 2. This data should not be required. 3. Note has been added such that either the host structure or sunroom received. impact resistant coverings. 4. Window mullion has been included on plan and in product review affidavit. 5. 2950 on plans referred to size, not window model. This has been revised to 2'-8" x 5'- 0". 6. Door and window attachment details on plans should now match that of the products. 7, Pressures on plans were revised. g. Egress light has b�.en added to plan. 9. Existing 4x4 structural colwn)-is will be relocai:.d as required (see plan). Additional double/triple stud framing will be added where shown. Sh.t,u' .j�,iaubag4 my questions regarding the above subject, please call. ,. ''�o 0 V ''P, ye '9� �i► i Ik i -g f)dolfo TF• ,cZ WW '• * r RIDN rr��AL ENGN� 2455 - 14th Avenue Vero Beach, Florida 32960 Phone (772) 569-0035 Fax (772) 778-3617 E-mail: mbveng@mbveng.com O V E rrr 1 8 2010 The Boulevard Professional Center 1600 W. Eau Gallie Blvd., Suite 203 Melbourne, Florida 32935 Phone (321) 253-1510 Fax (321) 253-0911 MIN. SETBACK R FRONT_,�b SIDES CNR SIDES D REAR 44 / ZNG. TECH. Q� 1 / In SCALE:. 1 "= 20' WITNESS CORNER SET IR r!c CAP LOT 24 BLOCK 52 %6-1NA-WA I A ffi 26.49'47" R 105.00' L. = 49.17' G = 2'17'31' R = 95.00' L - 3.80' SET IR AND CAP r-- 3' 3• l � of � I z vl � N b I VLOT 22 LLOCK 52 i SET IR & CAP e LEGEND BEARINGS BASED ON CENTERLINE OF PICANTE CIRCLE. AS CAP PLASTIC CAP STAMPED LB 288 i4 SHOWN, HAVING A BEARING OF N 89'35'58" E PER PLAT. .O.R. BOOK OFFICIAL RECORD BOOK j CENTERLINE DESCRIPTION IR IRON ROD LOT 23, BLOCK 52 OF SPANISH LAKES FAIRWAYS - NORTHEAST PHASE CORDD IN TO THE P5A7 THEROF ASPUBLICERECORDS s'4+9 PROPOSED ELEVATION PLAT BOOK 35,INPAGES 5 &G 5C,EOF THE PC POINT OF CURVATURE OF ST. LUCIE COUNTY, FLORIDA. PCP PERMANENT CONTROL POINT FLOOD ZONE 'X" PER F.I.R.M. PRM PERMANENT REFERENCE MONUMENT MAP NUMBER 12111CO175F F.F.E. FINISH FLOOR ELEVATION EFFECTIVE DATE: AUG. 19. 1991 LANDS SHOW HUMON VM NOT A6STRAeM FOR OW OF WAY RE MA706AMMMMT3, AND/OR EAA'fMM W RECORD. SUCH BY: •• /A ^.��'- PAS FMIdIWTAfN, F OSlREED, SfIgRD EE IWAWD AND CONFIbm W 011k91t :NOilU61f APMOrRLATf Ti1LE wrncAnoN. _ BRETT Ql ER, PP.LS. FLORIDA CERTl1CK1E NO. SS33 OATC NOT VAUD UNLESS S KO, DATED AND E18OSSE0 W IM SEAL OF SIGNING SURVEYOR CT�,INo. r BOUNDARY SURVEY WYNNE BUILDING CORPORATION ��� CONSULTING'ENGINEERS & LAND SURVEYORS 2980 SOUTH STREET REF, ,JOB NO. DRAWN BY DATE SURVEY NO. 85140 D.F. 12-19-96 2166-23-52. FORT PIERCE, FLORIOA 34981 LOF 561-464-3337 ALCULATED B SCALE SHEET N0. CERTIFICATION N0. L.B. 4286 O.F. 1"=20' 1 OF 1 ME[- I LLI Ll mil �SEE PoKCH 5ECTION; (21 2 X 115 ,,vl ".12, PLY ALTffFMTF- C-A-UELAM REAR PORCH 4-6. 6066 5L- GLL DK. 4" 6066 DKEAKFA5T NOOK VAULTED CEILING 0',- 0" At� LINCB ROOM — -M� / CAt3. VAULTED CEILING ,1'\ ADOVY-- ti iJ i L J I REVIE',NEC D T —, 15 -10" -- 7'- IV (31 (1 T 24 EGRESS 1" WINP" htoUlt Q 14'- 6" MA5TER 15F-C)ROON& KEVEK5E Hit' VAULTED CEILING -' un ��� '/lam I ILIYaMC�S+�- -�.1 _-y`-- \� �� It r If* 9 KEI tp t n i i I SIMfsoN T512 EACH TRU55 a I V2' `7YP5UM (2) 2 X 12'5 Wl VT PLYWOOD FLiTGH I DRI _OVER 2X4 �LL'E AND 5GREW 12 ON CENTER STAGGAR 6' IN AN EVEN PATTERN TOP AND P30TTOM 5PLiGE5 5HAL: SE MADE OVER A COLUMN WITH 2` 5EARING Ty VENT GLIP AND 5GKELVtJ / CO.MPATAI3LE TOP ANCHOR VINYL 50FF1T I'-6' OVERHANG 51MF50N 3G4 OR EQUIVALENT s 1' 4 X 4 P/T WOOD OR T X T X 0.013 AL GOLUMN I t: I ,^� SIMP5ON A1544 FOR WOOD ll � X IT DEEP %�N? ! t�50N A554 FO ALUMINUM �2 GQUbi, �v�fa leaf/� P�-i 5�0 A "; i GObAGTEQ SOIL