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HomeMy WebLinkAboutSUBMITTED PAPERS• MUST BE C WED FOR APPLICATIONTo 90( P/ I Permit N mber:— , �.SCANNED St. LuCie County B Building Permit Application Planning.D Building.Code Regulation Division 00 Virginia Avenue, Fort • .ne: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential� . APPLICATION FOR: } . 'T7�. ?w a '1a '. .'.?5�.,'.'ua�".t..",�et3se.a.?-'r,x•+ ° d d Legal Description:�Lp(\ "Q Y1 R%'y •e �c )1f'1` + 0 �7 Lr)+ Property Tax ID#: 3% ©rX - 6oR- o7,�C— 000 -j� Lot No. Site Plan Name: Block No. Project Name: _ Setbacks Front Back: Right Side: Left Side: amceplE nai worK to tie perrormea unaer tnis permit — cneck all that apply: Mechanical Gas Tank --Sprinklers Gas Piping _ Shutters Electric 2Plumbing _ Sprinklers _ Generator Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ "T Utilities: —Sewer _Septic Name(�'Cj10S (-)[ Q 10 q. Address: J Se IVd , City: rC; (+ f State: Zip Code: Fax: Phone No-310 - C/(g - a3 L3 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) windows/Doors Roof Building Height: Name: Company:'G' S6y� f14Y]2�° 1�•` ,P S� Address:.a a g.S CityStater Zip Code: 3 e%G�� 3 Fax: Phone No. 77-4, E-Mail: ha-I��S�cY Q �ma ' Ch YYI State or County License: If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. �§L)AV57 BP GM-46 C;W WWI 111 DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before_ commencing work or recording our Notice of Commencement. i nature of Owner/ Agent/ Lessee � ' nature of Contractor/License Holder STATE•OF. FLORIDA STATE OF FLORIDA COUNTY OF Q - COUNTY OF L) G I The forgoing instrugQent was acknowledged before me The forgoing instrument was acknowledged before me this day -of HuI 2 by this day of C�. , 20J by a e of person acknowledging) (Name of person acknowledging ) (Si atu a of Notary Public- StMe of Florida) (Si ature of NotaryPu lic- St a —of ) Personally Known OR Produced Identification Personally Known OR Produced Identification _q,'),4qJ6 Type of Identification ProducedIZ�Ii.163:�3,4Zh - Type of Identification Produced V_ o eARMr;N HERNANDEZ -'i'.' _ Commission No�c.•G�rj— .. ,.::.•. (�,�AjINAINGRAM Commission No. (1501�RY PUBLIC MY COMMISSION II EE 050558 STATE OF FLORIDA EXPItJES: December20, 2014 Comm# EE Expire 8/15/2015 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVEDFILMG / DATE COMPLETED / Rev. 7/2014 4. { _rr PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): L C 13 00 5'3 5 �— have agreed to be the Name/Individual Name) Sub -contractor for (Type of Trade) r) / (Primary Contracto For the project located at �2 ��y S z 7 1 b J V °/ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name -of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: / Address: �s% -P (,� �i ��� e : �- City/State/Zip: C Phone:3 email: oe SIGNA T NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS C�-)S_DAY OF 4t1_U- 20ft BY o C 16 WHO IS PERSONALLY KNOWN OR HAS PRODUCED SXryTfJIiE OF —IN SLCPDS: 12/16/2J AS IDENTIFICATION. (STAMP) F NOTARY , y P,ie' ; CYNTHIA J DAY Notary Public - State of Florida S My Comm, Expires Jul 9, 2016 �'�.',,oFFt� �` Commission # EE 215118 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4000850 OR BOOK 3677 PAGE 2308, Recorded 10/03/2014 at 03:12 AFTER REC0RD1NG RET'r SRN Tpl F PERMIT Nl!Mwe _ NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. L DESCRIPTION OF ROPERTY (Legal description and street address) TAX FOLIO NUMBER: —0 SUBDMSIO�BLOCK _!! _TRACT LOTS _ �BLDG UNIT i 2. GENERAL DESCRIPTION OF IMPROVEMENT: A 4 3.OWNER INFORMATION: a. Name b. Address d. Name and address of fee simple titleholder (if other than owner) �inlereml�ppmp—,y� 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: St- 6; 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (])(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 20_. Signature of Owner or Print Name and Provide Signatory's Title/Oftl e Owner's Authorized Officer/Director/Partner/Manager State of Flori County of f u ' G The foregoing instrument was acknowledged before me this —?--day of _ By Jos. L. E as n o 20�—. (N of erson) (Type of authori g, y...e. Owner, officer, trustee, attorney in fact) For uliC.. (Name of party on behalf of whom instrument was executed) Personally Known irvkft-�-pfj. JOE C.LOTT W&MF PUbW • 8191 of Fbridrt (Printed Name of Notary Public) VT Cwm' Ex*n Feb 2, 201p 41 (S' re of Notary Public) COM1891oo • FF Dean$ Under penalties of perjury, I declare th ave read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Smt Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: Rev. 00MM(Pe rdio0 STATE OF FLORIDA ST. LUCIE COUNTY THI IS TO CERTIFY THAT THIS IS A TRU AND CORRECT COPY OF THE ORI AL. J SEJ�E. IT , CLERK By. ) LJ -�, 1`7 7 r, PLAI�wiANG & DEVELOPMENT SEI - '`ICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 70 SZ State of Florida Certification Number (If applicable): C /�C' /Y2 cry/ 2 G am_ S /.4e a &'41 (Company Name/Individ Name) have agreed to be the /% V, sub -contractor for J Cy`- Sol s (Type o rade) (Primary Contractor) for the project located at S-2 7- Q /vd (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: �l9 e /,•7%�;� Goo✓ �zs iZt �, Address: Y 3' S �+. rS'lk� e P 7` City/State/Zip: ✓�,iL �f y 5S"� Phone: 77?-33G-727Z email: SIGNATURE PRINT N DATE STATE OF FLORIDA, COUNTY OF Sr i-JU-1- THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS t_"' DAY OF BY�P�� I S��k�p. t 4 WHO IS PERSONALLY KNOWN OR HAS PRODUCED (STAMP) NOTARY PI Ppr PV N E OF NOTARY =oy �,JOSEPH R Ri�CN" •: _ Notary Public -State of Florida Nr• .oQ, My Comm. Expires Nov 8, 2015 �';Eovv Commission # EE 144606 OFFICE USE ONLY - PERMIT# ISSUE DATE CONCEAM FASTENERS OR ATTACHMM ARE Nt 9 PONSIBIIllY OF THE co I�fiRAMOROFRCORD -FILL COPY CHANGE WINDOW I __- V-- "-40-0 8C3fC13 E B A D J � - A NEW WALL REMOVE WALL fix, I z? v --- BATHROOM A MOVE TOILET 5 yjO 1 I E -4 NEW CLOSET DOOR a REMOVE DOOR —> 4: REMOVE BATHROOM DOOR CLOSE WITH DRYWALL i REMOVE WALL RE"oV E CA 13 f ME T 74 � rel 1 CUT KITCHEN WALL TO 41" HEIGHT NEW WALL ---> �r THESE PL.ANt AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIROb BY PIELD INSFECTORS THAT MAY BE NEC1,96 !Y IN ORDER M COMPLY WITH ALL APPLICABLE CODES. ... C NEW BATHROOM DOOR NEWWALL ,§t LUCIE COUNTY I UILIDING DIVISION REVIEWED POS OOMPL C ftV1 Wftb BY . BATE -'. _9-.T07q7`-1 ANS AND P IT MU-9`t` EI= KEPT ON OB OR Wn INOMT10N WILL BE MADE All dimensions size designations given are subject to verification on job site and adjustment to fit job conditions. CARLOS OCANO BATH 9-19-14 NEW BEDROOM DOOR REMOVE DOOR SEP p 2 AECD D 1 This is an original design and inust Designed: 9/19/2014 not be released or copied unless Printed: 9/19/2014 applicable fee has been paid or job order placed. All I Drawing 9: 1 Scale . 0 5/16" = 1' 9 'K All Imn r-4 J. Mbrida Building Code Online � � � � �/ 1 g Pagel of 3 a � (O 1 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 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) Revision '""?y + 1 1 5 1� •" �� �X rL Approved 1 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Craig Calderone 1 Silverline Drive North Brunswick, NJ 08902 (732)435-1000 CraigCalderone@silverlinewindow.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 Window and Door Manufacturers Association-QA 12/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL14911 R6 COI Certificate of Independence.pdf Standard AAMA/W DMA/CSA/101/I.S.2/A440 AAMA/W DMA/CSA/101/I.S.2/A440 ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 Year 2008 2005 1996 1993 1996 1996 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 9/19/2014 F. rorida Building Code Online , Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2009 ASTM G26 1995 TAS 201, 202 and 203 1994 Florida Licensed Professional Engineer or Architect FL14911 R6 Equiv of standards.odf Method 1 Option D 03/05/2014 03/06/2014 03/08/2014 04/18/2014 :Summary of Products :... ... .......... _... ; Go to Page0 0 Page 2/ 2 0 0 FL # Model, Number or Name Description 14911.21 u. Series 70 Model 2127 lExtruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II Inst 14911.21.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 14911.21 for Design Pressure Ratings, FL14911 R6 AE Eva] 14911.21.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 14911.22 v. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II INST 14911.22.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: See INST 14911.22 for Design Pressure Ratings, FL14911 _AE ._EVAL 14911; 22,.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 14911.23 w. Series 70 Model 2127 lExtruded Vinyl Single Hung Window -Flange Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II INST 14911.23.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: See INST 14911.23 for Design Pressure Ratings, FL14911 R6 AE EVAL 14911.23.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 14911.24 x. S 2900/4900 - M 2901/4901 Limits of Use Single Hung Extruded Vinyl Window with Nailing Fin Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II INST 14911.24.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: See INST 14911.24 for Design Pressure Ratings, FL14911 R6 AE Eval 14911.24.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 11 14911.25 y. S 2900/4900 - M 2901/4901 ISingle Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II Inst 14911.25.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDr... 9/19/2014 r El'orida Building Code Online , Page 3 of 3 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.25 for Design Pressure Ratings, FL14911 R6AE.._E_v_al.._14911, 25.p any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. Go to Page €....... .............. Page 2 / 2 { Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not , send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: UWNHO SCCUr't '343i'T 143C5" https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj*59%2fDr... 9/19/2014 Silvefflne byAndersen WINDOWS -DOORS SERIES 70 - MODEL 2127 EXTRUDED VINYL SINGLE HUNG WINDOW w/ or w/out FLANGE 'NON -IMPACT' . GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ" TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Horizontal & vertical cross sections 4 Buck and frame anchoring 5 Bill of materials, glazing details & components 53.25"MAX. OVERALL FLANGE WIDTH 52.00" MAX. OVERALL FRAME WIDTH --j I T / o g w 'o i 8 p � X i OVERALL OVERALL MAX.:- GLASS DESIGN PRESSURE (PSG FLANGE t ERAME D.LO. T1!FE P0SM.VE NEGAIWE.11 DIMENSION- DIMENSION, ,DIMENSION 53.25" x 63.58" 52.00" x 62.50" 47.69" x 28.25" +62.8 -65.0 G1, G2 53.25" x 74.08" 52.00" x 73.00" 47.69" x 33.50" +55.0 -60.0 Am N.T.S. c er JK K ert LFS Arms NO -- FL— 14911.21 WT _L OF 5 s ABOVE THE MEETING RAIL INTERIOR 1■ NOTE: 24 1. LOCATE OPERATING SASH LOCKS 7.5' FROM EACH END'OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4" SELF TAPPING SCREWS. 25 2. LOCATE SASH KEEPER 6.5' FROM EACH m END OF THE MEETING RAIL. FASTEN WITH (2) #6 x 3/4' SCREWS. ! ^ 4 A EXTERIOR ABOVE THE MEETING RAIL 25 6� EXTERIOR 37 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 1-1l4"MIN, EMB. TYP. rl1 HORIZONTAL CROSS SECTION 2 Shown w/ 2X buck v 0 oa o 0 1-1/4"MIN. EMB. TYP. INTERIOR 21 VERTICAL CROSS SECTION 2 Shown w/ 2X buck ALL, N.T.S. c. Br. JK x. BY. LFS WM No.: � FL-14911.21 EEi 2 OF 5 � r 2 W FG LE COPY ABOVE THE MEETING RAIL I -11N, MIN.. EMB. TYP. NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 314' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4'SCREWS. ABOVE THE MEETING RAIL INTERIOR n34 33 36 34 is r= 2 9 EXTERIOR 22 1-1/4'MIN. BELOW THE MEETING RAIL BELOW THE MEETING RAIL 38 EMB. TYP. HORIZONTAL CROSS SECTION Shown w/ 1 X buck FRAME SHOWN w/ OPTIONAL FLANGE (TYP. THIS SHEET) �3 VERTICAL CROSS SECTION \,3 Optional masonry sill K-41 VERTICAL CROSS SECTION Optional masonry sill EXTERIOR 11 1 1 _ 1_--V—_\ INTERIOR s-e N.T.S. DNQ Erf- JK VERTICAL CROSS SECTION CM BY.- LFS 2 DPAWM No.: 3 Shown w/ TX buck FL— 14911.21 MIEU -I3 of -�5 ( 2X BUCK MASONR' OPENING BUCK ANCHORING MASONRY 2X BUC FRAN MASONR OPENIM FRAME ANCHORING 52" X 73" MAX. CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: L ?:4NCHOR`= NCHOR M►P1 MIN CLEA'R'A:NCE MIN: CIEARkNCE: - TYPEEMBEDMENT ;701NASONRY TO ADJACENT:,;; EDGE:=: Fi4NCHORi'; -` ITVN TAPCON° 1/4" 1-1/4" 2-1/2" 4" ELCO ULTRACON® 1/4" 1.1/4" 1" 4" d 2 n _ " - 2X BUCK 23 1X BUCK 24 2X BUCK — FRAME MASONRY OPENING — 2X BUCK 37 a f 1 1XBUCK 38 E — TYP. FRAME ANCHORING 42" X 58" MAX. N.T.S. ro. W, JK X ar. LFS AWM N0.: FL-14911.21 gr 4 -5 ( BILL OF MATERIALS REM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52-2611 PVC 2 EXTRUDED PVC SILL #52-2673' PVC 3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) #52-3557' PVC 4 EXTRUDED PVC MEETING RAIL #52-2907' PVC 5 EXTRUDED PVC TOP LIFT RAIL #52-2949' PVC 6 EXTRUDED PVC BOTTOM RAIL #52-2905' PVC 7 EXTRUDED PVC STILE #52-2905' PVC 8 EXTRUDED PVC GLAZING BEAD KEEPER #52-2317' PVC 9 EXTRUDED PVC GLAZING BEAD VERT, & HORT. #52-2217' PVC 10 OPERABLE SASH LOCK # 12-2241 it SASH KEEPER #12-2240 STEEL 12 FIXED MEETING RAIL REINFORCEMENT #50-2608 ALUM. 14 LOCK RAIL REINFORCEMENT #50-2609 ALUM. 15 BOTTOM LIFT RAIL & SASH REINFORCEMENT #50-2967 ALUM. 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN .187 x .270, LOCK RAIL & SASH ULTRAFAB 18 WEATHERSTRIP PILE W/FIN .187 x .230, FIXED MEETING RAIL (ULTRAFAB 19 WEATHERSTRIP PILE W/FIN .187 x .150, SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB .187" x .375" 0 AMESBURY 22 GLAZING COMPOUND (DOW #1199 SILICONE 23 # 10 X 2" PPH SMS STEEL 24 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 25 2X BUCK SG >= 0.55 WOOD 26 1/4" MAX. SHIM SPACE 27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 1X BUCK WOOD 30 INTERCEPT SPACER STEEL 31 SASH KEEPER # 12-55SM30 STEEL 32 OPERABLE SASH LOCK #12-SK01-100 STEEL 33 TILT LATCH #07-76625 STEEL 34 #8 X 1" PPH SMS STEEL 35 SUPERSPACER BUTYL 36 TILT LATCH HP-1 MFG. BY ASHLAND) STEEL 37 #10 X 3" PPH SMS STEEL 38 1/4" X 4" PFH ELCO OR ITW CONCRETE SCREW STEEL ' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 8Y EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.065' ° �t1.16, i EXTRUDED EXTRUDED PVC BOTTOM RAIL B ft, 1.16" a I 1.19Q� n0.065 rg-\ EXTRUDED PVC MEETING RAIL 7 EXTRUDED PVC STILE 5/8" OVERALL THK. GLASS 30 1 /8" ANNEALED O AIR SPACE I/8"ANNEALED 22 7116" GLASS BITE Gi GLAZING DETAIL 5/8" OVERALL jTHK.GLASS 1/9 ANNEALED Te AIR SPACE 1/9 ANNEALED 7116 611C G2 GLAZING DETAIL a I2 LOCK RAIL TOP Reinforcement P O 0.879" �\ LOCK MEETING RAIL Reinforcement L 1.16 0.065" N L N a 0 0.91" i EXTRUDED PVC TOP LIFT RAIL 2.69" ! lu Lly 0.055' 0 =ODO 0 Optional Flan I PVC MAINFRAME 0.82, � N 0 0 0r EXTRUDED PVC GLAZING BEAD 0.79" m Cl! 0 0 0 i1 EXTRUDED PVC GLAZING BEAD Keeper �in �J111 o m O 0 EXTRUDED PVC GLAZING BEAD Q 0.868" —}+--{ r :1 BOTTOM LIFT RAIL A SASH Reinforcement 2.69" —{ o F N Optional Flange 2 PVC SILL 0 owc. �: JK anc ar. A FL-14911.21 tE 5 ov 5 EN 11.NEERING EXPRESS� A FRANK L. BENNARDO, P.E., INC._ INNOVATION Product Evaluation Report December 16, 2011 Application Number: FLB Project Number: 05-TCM-0001 _ Product Manufacturer: Town & Country Industries, Inc. Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: "Safety Edge Panels" With Polycarb Panels 28ga Galv Steel Panels & 0.100" GE Lexan Polycarbonate Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product listed above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS FLB drawing #05-TCM-0001 titled "Safety Edge & Polycarb Storm Panels", sheets 1-3, prepared by Frank L. Bennardo, P.E., Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 test standard per test report(s) #04-006 by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-02 & E1996-02 test standards per test report(s) #04-004, 04-005, & 04-006 by Construction Testing Corporation (CTC). Metal tensile capacity has been determined in accordance with ASTM E8 test standard per test report #0264K by Certified Testing Laboratories (CTL). STRUCTURAL ENGINEERING CALCULATIONS ��N11I1II1111I18001"I'll Structural engineering calculations have been prepared whichs. id for evaluate the product based on comparative and/or rational a� i roil analysis to qualify the following design criteria: " 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Anchor Spacing 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL"M PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM SING December 16, 2011 Town & Country Industries — "Safety Edge" & Polycarbonate Storm Panels Page 2 of 2 4. Maximum Allowable Size/Pressure Combinations No 33% increase in allowable stress has been used in the design of this product. When installed outside the HVHZ, ASTM Wind Zone 4, and essential facilities, this system has been designed as a non -porous assembly as defined In the ASTM E1996 standard. Therefore, a minimum separation between the shutter and any glazing behind it is not required outside the HVHZ, ASTM Wind Zone 4, and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 28ga (0.018") STEEL & 0.100" POLYCARB 2 2 PERFORATIONS 1— T 0.018" GALV STEEL (OPTIONAL) r 0.378" /J` 1 SAFETYEDGE 1„ tih vS• p,, rp,' 11 : 25 (1%4" TYP) " 4.844" i-. ---- 4.844" ! 0.378" -12' COVERAGE- 13.5" TOTAL WIDTH STEEL STORM PANEL PROFILE SECTION j-2"� 0.100" POLY- f--2"­1 CARBONATE r1.216" I, 'v :'0 —5.000, ... { 5.000"1.25" COVERAGE ------ 15" TOTAL WIDTH --- POLYCARB STORM PANEL PROFILE 1c 4" = 1'-0" SECTION WIDTH UNLIMITED r OAS REQ'D) SECTIONS (CONN i r 1 i w° W n T .~m.. N ZO dz ¢o I �, w ¢� { i _ 3/16 ma D D / D ' -------------- -0.018" GALV STEEL 0.378' PERFORATIONS f' JJ (OPTIONAL) If..1.25" { SAFETY14" TYP) GE 4LL844" - --6" COVERAGE— 0.378" -----------7.531" TOTAL WIDTH I,, STEEL HALF -PANEL PROFILE 1 b 4" = 1'-0" SECTION —i 0.100" POLY_ I� CARBONATE (t0.010") To.7s" �1I"-t'Y s• ;-1.I5"-{/i 0.75" +- 5" COVERAGE 8.413" TOTAL WIDTH POLYCARB HALF -PANEL PROFILE Ill 4" = 1'-0" SECTION OPTIONAL z PERFORATIONS PLAN VIEWS 1 3" = 1'-0" ELEV 3/8" \ (CONN AS REQ'D)-- 1 TYPICAL ELEVATION 3 KEYHOLE PUNCH 1 N.T.S. 1 6" = i'-W ELEV e-" uT •. • Y n r { 0.5" MIN a:�-:"":�STUDS THICICKNESS AT 12O.C. L 0,0801, TYP 05/8. KEYHOLE STUDDED ANGLE WASHER 2 6" = V-0„ 3 61 = 1'-0" 1-� M i ' r ^ p,oare- tta 1.........._..............3' MW, S MA%._-........._.-._+ (.... )' M1IIN, 5• FIfJ{� ALUMINUM STEEL J-PAN CLOSURE CLOSURE GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330, E1886, & E1996. 2) NO 33-1/3 % INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT, WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH 0.018" (MIN) GALV STEEL PANELS SUCH THAT NO TWO POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER. 8) ALL PANELS SHALL BE INSTALLED USING KEYHOLE WASHERS IN CONJUNCTION WITH ALL MOUNTING CONDITIONS. 9) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED THICKNESS t=0.018" CONFORMING TO ASTM A653, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING AND MIN Fy=44.58 KSI. 10) CLEAR POLYCARBONATE STORM PANELS WITH 12.5" COVERAGE SHALL BE MFD BY TRANSPARENT PROTECTION SYSTEMS, Inc., AND THOSE WITH 6.25" COVERAGE SHALL BE MANUFACTURED BY TOWN & COUNTRY INDUSTRIES, Inc. ALL POLYCARB PANELS SHALL. BE EXTRUDED WITH MIN THICKNESS t=0.300" (10.010") AND SHALL BE FABRICATED FROM 100% G.E. SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN #103-112 (UV STABILIZED) OR EQUIVALENT, THIS MATERIAL IS COMPARABLE TO G.E. LEXAN POLYMER SHEET #9034, AS APPROVED UNDER MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE #03-0924.01. MINIMUM SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.908 KSI, FLEXURAL STRENGTH Fby=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSJ. 11) ALL EXTRUSIONS SHALL BE 6063-TG ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 12) PANELS SHALL. BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL AS FOLLOWS: TOWN & COUNTRY INDUSTRIES FT. LAUDERDALE, FL ASTM E1886, E1996 & E330 MISSILE LEVEL D FLORIDA PRODUCT APPROVAL NUMBER 13) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04-004, #04-005, & #04-006. 14) TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 15) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR 2024-T4 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI. 05-TCM-0001 EXISTING HOST STRUCTURE ANCHOR PER ANCHORSCHED EMBED w0 z vaLLi MINIMUM Z EXISTING _ISEPARATION 4 A a GLAZING PER SCHEDULE 1 I- 114-20 x 3/4" S.S STUDS AT 12" O.C. V___T114"MAX ANCHOR PER ANCHOR SCHEDULE MOUNTING SECTION J3. = 1'-0' SPAN SCHEDULE 28aa (0 018°) GALV STEEL PANELS MAX LOAD: t54.0 psf MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) MIN SPANS: 26" (DIRECT MOUNT TOP & BOTTOM) 16" (ALL OTHER CONDITIONS) 0.100" CLEAR POLYCARB FULL -/HALF -PANELS i MAX LOAD: f54.0 psf MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) j MIN SPANS: 24" (DIRECT MOUNT TOP & BOTTOM) 15" (ALL OTHER CONDITIONS) I EXISTING HOST STRUCTURE, TYP 1 1/ AXX 11/4" 1/2" MIN 4 � MAX OVERLAP ANCHORS AT 17" O.C. (USE ANY ANCHOR FROM ANCHOR SCHED) iz1 TRAP MOUNT CLOSURE J3" = 1'-0" PLAN VIEW 1 1/4' 1/4" \ MAX Y� iMAX \� / `EXISTING HOST STRUCTURE -- WALL MOUNT CLOSURE 2 3' = 1'-0" PLAN VIEW GLASS SEPARATION SCHEDULE (REQUIRED ONLY IN ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES) 28aa (0.018") GALV STEEL PANELS • Q. GLASS 5EPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 5.375" • MIN. GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE: 5.375" 0.100' CLEAR POLYCARB FULL -/HALF -PANELS • MIN. GLASSSEPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 7.350" • MIN. GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE: 5.375" Iy" S�Tf2 BEND PANEL AROUND CORNER & STITCH TO G�GFOS. ADJACENT PANEL WITH 1/4-20 BOLTS & WASHERED WINGNUTS AT 24" GLE O.C.(TYP) FASTEN PANELS TO Y EXISTING HOST HOST STRUCTURE OR VAR STRUCTURE TO STUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) 4 CORNER CLOSURE 2 N.T.S. PLAN VIEW GLASS SEPARATION SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL. 2. SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 3. SEPARATION FROM GLASS IS REQUIRED ONLY WHEN INSTALLED WITHIN ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES. 1 1/4"y MAX 4 5 ANCHORS AT 17' O.C. (USE ANY ANCHOR FROM ANCHOR SCHED) EXISTING HOST G. BUILD -OUT 5 MOUNT CLOSURE 2 3" = V-0' PLAN VIEW �'te3�tl Y •R� hY HHHduq,,• � ` rNK L. B . Loot �j �A2 rn' 507 0 .7 iQ8, tiW 3: y cc J t 05-TCM-0001 V ANCHOR NOTES: 1) "ELCO PANELMATE" ANCHORS MAY BE ELCO FEMALE PANELMATE OR ELCO PANELMATE PLUS, AS ILLUSTRATED. 2) ENSURE MINIMUM 2" EDGE DISTANCE FOR ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4" 1S ACCEPTABLE FOR ANCHORS TO WOOD, WITH THE EXCEPTION OF PANELMATE ANCHORS FOR WHICH 2" MIN EDGE DISTANCE IS REQUIRED. FOR PANEI_MATES TO WOOD WITH 3/4" MIN EDGE DISTANCE, ALLOWABLE SPACING SHALL BE 6" O.C. 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7) WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY, UNLESS OTHERWISE NOTED, 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALLAPPLY. 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT") U.N.O. ANCHOR SCHEDULE G Spans Spans _~ ANCHOR (Psf) Sp oo gP zo 1/4" ITW TAPCON V7/ 1-3/4" 33 16.0" 16.038 EMBED(3192psi MIN CONC) --- -- - 16.0':" - I6.0" 47 54 16.0" 16.0" 1/4' ELCO ULTRACON 1-3/41' 33 16.0" EMBED (2846pM MIN CONC) _ .38 _ __16_.9" 54 16.01 z 1/4" PANELMATE (PLUS OR 33 16.0" 16.0" FEMALE) x EMBED (3350DSi MININ CONC) 38 -----� 16.0" �� - 16.0" - �- -. 47 ........................ 16.0..". 16.0" 54 16.0' 1/4" ALL POINTS SOLID SET _ 33 - 16.0" _16.0_' 16.0" ANCHOR x 7/8" EMBED (3000psi MIN CONC) - - 54 16.0"1 16.0" i �LOAD SPans Spans s ANCHOR (PSN Up" I I.-D.,. ' 9 1/4" ITTAPCON W/ 1-1/4" 33 I6.0" 9.9" EMBED 38 ... _12,7". 7.0" r tl ...47. ..............1 54 .. . 11.1" 6.1" 1/4" ELCO ULTRACON W/ 33 16, 0" 11.l" 1-114"EMBED 38 .6_. _16.0"...... ....... _.9.6" 47 14.3" 7,8" m p 1/4" PANELMATE (PLUS OR 33 16.0" � FEMALE) x 1-114" EMBED 38 38 16.0" 14.5" 16.0"_., t11Gi"SiS.D .47.. 54 16.0" 10.2 1/4" ALL POINTS SOLID -SET 33 16.0" ANCHOR x 7/8" EMBED 38 16.0" , 16.0" per' 47 ........ . 16.0" _.... 15.9" ..... __.. k - 54 G LOAD Spans Spans ON ANCHOR (Psf) Up To 5'-0" Up To 9'-2" 1/4" TAPCON OR #14 WOOD 33 16.0" 15.2" SCREW x 2" EMBED13.2"_ _ 47- 16.0"- `r G 54 I6ff' -lOJ" 9.3" �> No 1/4" PANELMATE (PLUS OR FEMALE) x 1-7/8" EMBED . 33 16.0" . 16.0" (2" MIN EDGE DISTANCE) 38........_..._. 38 " 16.0" ""'-" 16ifi.0" CC)v 5!sttt3ID 54 16,0" 16.0" O i 3 N 1/4" LAG SCREW x 2" THREAD EMBED +EMBED ' 38 _. 47 160" 10.9" �_AR�t1Ni1VD� 54 16.0" 9.5" SPans' SPans !LOAD ANCHOR (Pst) 5'-Up 0'� Up 9. 2� 1/4" ITW TAPCON OR ELOO 33 16.0" 13.5" ULTRACON x 2' EMBED 1 38 16.0" 11.7" ' 47 16.0" 9.5" 54 15.1" 8.3" 1/4- PANELMATE (PLUS OR 1 33 16.0" 1 13.1" Z FEMALE) x 1-1/8' EMBED 38 16.0" 11.4" i (2" MIN EDGE DISTANCE) EDGE Dl S'TAN 47 16.0" 9.2" o mim16+ ! 54 14.7" 8.0" 1/4" LAG SCREW x 7." 33 c9 U 16.0" 16.0" p O w EMBEDMENT 38 16.0" 16.0" 3 EMBED 47 16.0" 13.S' 54 16.0" 11.13 1/4 18 8 STAINLESS STEEL 33 16.0" 16.0" HANGER BOLT x 2" EMBED 38 16.0" 16.0" �EMBEDI 47 16.0" 13.5" ®'mm�milvmm 54 I6.0" �r �11111111brprr � ` KLl ENNAR •P.FqN ig r ,I � >ULLw@6 Q LD o rm�w$og rvt7� gga ti .�J 31yz tn�3 oW !' ti0€ O0PYN08tfAA4KL BBRU800PE 05-TCM-0001 SCALEf PAGE OE9^CRIPRON: O4 .. w �• ,�rs�tii �ncr- BUILDING & CODE SYSTEM You are logged in snucIEc0\c1doj F as: Version 24.2 Property valuation Property Alert Edit Permit Search Permit I Review I Inspection I Permit Fee/Pay I Misc Fee contractor Reports i Maint I Fiscal i Flood Log I ERD F. View, Edit, OR Add Parcel Alerts Submit Query -_Print: PROPERTY ALERTS -Enter Parcel Id: (Press ENTER; (340260604760006 http://code/(S(kewtm5kczxllk25yoai2y4ie))/AlertMaintenance.aspx 9/22/2014 t C ----: BATH:ALC.60-R Q MOVE TOILET REMOIVE CUT WALL TO 41" HEIGHT CLOSE WINDOW NEW WALL REMOVE WAL - ' ------ -------- -------- NEW CLOSET DOOR REMOVE BATHROOM DOOR .—,REMOVE WITH DRYWALL �4 J REMOVE WALL ccj r a UJ o- NE ATHROOM DOC NEW WALL NEW WAL' N W BEDROON�, OC ---- REMOVE DOOR All dimensions size designations given are subject to verification on job site and adjustment to St job ®7ECNNOLO01P This is an original design and must not be released or copied unless applicable fee has been paid or job Designed: 8/25/2014 Printed: 8/25/2014 conditions. order placed. CARLOS OCANO BATHAl I All (no dims) Drawing #: 1 Scale: 0 5/16" _ �,ECOPV MOVE TOILET REMOIVE CUT WALL TO 41" HEIGHT WINDOW t„ BATH.ALC.60-R Oo tww cr -Tub NEWWALL REMOVE W4 AL „-- ` NEW CLOSET DOOR E ",1�fnD E ?! REMOVE BATHROOM DOOR ~ ?' CLOSE WITH DRYWALL 51 Q jj 1 !REMOVE WALL NEW WALL N All dimensions size designations given are subject to verification on job site and adjustment to fit job conditions. NEW BA REMOVE DOOR This is an original design and must Designed: 8/25/2014 not be released or copied unless Printed: 8/25/2014 applicable fee has been paid or job order placed. CARLOS OCANO BATHAI All (no dims) I Drawing #: 1 1 Scale: 0 5/16" = ' 1i , tannin oe�retopme�tser+nCis: REVIEW COMMENTS FOR OWNER 8 � itdmg & Gode Regulatsor%Dirislah. �! 23011 lfirgma A�tenue � j fort Piercer FL. 34982 Fhope:(772)482 2172 Fau (772j482-643 i 1; i September 16, 2014 CARGOS A OCANA s i 5211SUNSET BLVD FORT PIERCE, FL 34982 i SEP 2 2 RECD Page 1 of 2 RE: BVilding.Permit Number 1408-0366 j As of!today's date your Contractor is being notified along with yourself that the referenced!�buiding permit has some issues listed in the comments below. j We have asked that these issues be dealt with as quickly as possible so that we are able b continue to process this permit in a. timely manner. i This ikformation is being shared with you so you. are aware of the status of your permit. 5211 � SUNSET BLVD FORT PIERCE, FL 34982 Permit Number: 1408-0366 Permit Type: BUILDING RESIDENTIAL REN&ATION FWS AND COMMENTS CONTRACTOR INFO) 23262 JC & SON'S HOME Bt JULIO. M BATISTA JR PO BOX 7247 PORT ST LUCIE, FL. Stories: 1 70N RS, INC rTvpe Status Reviewed By Date Started I Date completed Date Released 'COUNTER REVIEW COMPLETE LASHAHNA INGRAM 8/26/2014 8/26/2014 8/26/2014 Comment: EXAMINER REVIEW INCOMPLETE JOE CICIO 8/26/2014 ,� 10 GN1,,jDC'S 8/26/2014 16/2014 12:48:43 PM Comment: PERMIT DESCRIPTION STATES CHANGING OUT 10 INDOWS / PERMIT APPLICATION STATES 1 WINDOW PLS VERIFY 11 -r(d_. 16/2014 12:48:43 PM Comment: PLAN STATES TUB TO SHOWER / PERMIT,APPLICATI N STATES TUB TO TUB*** S VERIFY 6/2014 12:48:43 PM Comment: SUBMIT DUPLICATE ENGINEERS UT SHEETS DETAILING THE WINDOW INFILL 6/201412:57:55 PM Comment: SUBMIT DUPLICATE ELECTRICAL SCHEMATICS' SH W ALL LIGHTING, SWITCHES, RECEPTACLES AND REQUIRED SMOKE DETECTORS 612014 12:57:55 PM Comment: WHEREJS THE 41"WALL LOCATED 6/201412:57:55 PM Comment: WHERE IS THE WATER CLOSET BEING MOVED TO �I �I Tuesday, September 16, 2014 1:02 PM al ,i q Joe Cido From: Joe Cicio Sent: Tuesday, September 16, 2014 1:01 PM To: jsbatista@gmail.com' Cc: Joe Cicio Subject: Review Comments for Permit Number 1408-0366 Attachments: Report_FL_Review_Comments_Noncompliantjrf[1].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Joseph. M. 6iCi0 Plans Examiner II Standard Building Inspector Building Plans Txamiuer One and Two FamilyDwellingInspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Planning &Development Services Building &Code Regulation Division 2300, Virginia Avenue Fort.Piercg, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 5211 Sunset Blvd City / State / Zip: Fort Pierce, A 34982 Parcel #: 3402-608-0476-000/6 Zoning: RS-4 REVIEW COMMENTS Owner(s): Carlos A Ocana Jurisdiction: SAINT LUCIE COUNTY Lot#: 36 Block: 52 APPLICATION INFORMATION Permit Number: 1408-0366 Stories: Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Julio M Batista Jr Business Name: Jc & Son's Home Builders, Inc Business Addr: Po Box 7247 City / State / Zip: Port St Lucie, FI 34985 REVIEWS AND COMMENTS Review Type Status Reviewed By FRONT COUNTER REVIEW COMPLETE Lashahna Ingram Comment: e1 Automatic Sprinkler System? No Fax Number: 772-343-0221 Email: Date Started Date Completed Date Released 8/26/2014 8/26/2014 8/26/2014 PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 8/26/2014 Comment: PERMIT DESCRIPTION STATES CHANGING OUT 10 WINDOWS / PERMIT APPLICATION STATES 1 WINDOW 9/16/201,+ *** PLS VERIFY 9/16/2014 Comment: PLAN STATES TUB TO SHOWER / PERMIT APPLICATION STATES TUB TO TUB *** PLS VERIFY 9/16/2014 Comment: SUBMIT DUPLICATE ENGINEERS CUT SHEETS DETAILING THE WINDOW INFILL 9/16/2014 Comment: SUBMIT DUPLICATE ELECTRICAL SCHEMATICS * SHOW ALL LIGHTING, SWITCHES, RECEPTACLES AND REQUIRED SMOKE DETECTORS 9/16/2014 Comment: WHERE IS THE 41" WALL LOCATED 9/16/2014 Comment: WHERE IS THE WATER CLOSET BEING MOVED TO 9/16/2014 Comment: WHAT IS TO THE LEFT SIDE OF THE BATHROOM / IS THE WINDOW IN AN EDGE ZONE OR CENTER ZONE 9/16/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE