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HomeMy WebLinkAboutSUBMITTED PAPPERSOFFICE USE ONLY:DATE FILED, // G% p PLAN REVIEW FEE: / RECEIPT NO.9 (11 ` t PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 SCANNED 772-462-1553 BY St.,Lude County APPLICATION for BUILDING PERIMT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. ® LOCATION/SITE ADDRESS: 2. rq PROJECT NAME: CXIAYQe1—l3mVVfrDtO'Y� SITE PLAN NAME: 3. ® PROPERTY TAX ID #: `� -09 —90 1 - M0 S - 000- / • J_ 4. .0 LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BOOK 6. P�O. 7. BLOCK NO. 8. LOT NO. - WC.tD ,-I_V - 9. IVARCEL SIZE (ACRES/SQ FT.): .9160 LOT DIMENSIONS: &4 x 1 30 10, If COMPLETE DESCRIPTION OF CONSTRU ON PROJECT OR WORK ACTIVITY:_ t t 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. ® TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [I EXPANSION/ADDITION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) 13. it DESCRIPTION OF PROPOSED USE: tY1l I 14. ESQ. FT OF CONSTRUCTION: ah 16. r% VALUE OF CONSTRUCTION: INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT 1st FLOOR: 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 t 1 UPDATED 6/25109 OWNER INFOR MATOGN NAME: 0(&le S. a,( STATE: ZIP: -*RH5 PHONE (DAYTIME): lya ni O 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 #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): L� ARCHIT/ENGgINEER Cook d Me A AnDRF,SS: dO LO t Q w0_re A CITY: MAr'TW-fCr- PHONE (DAYTIME): aD 4 wo-'1151 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: ST. LUCIE COUNTY CERT #: STATE: FAXNO. - ' 41 v- Cook.. STATE: -T I — STATE: STATE: Email: ZIP: ZIP: Ki110 ZIP: IMPORTANT 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. CERTIFICATION: 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, FENCES, 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: 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. a..^ OR CONTRACTORS N TURE STATE OF FLORIDA m COUNTYOF a The foregoing instrument was acknowledged before o z me this day of 2015 a a by .(& I P SV PSI CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was me this day of by personally kno/n1w��n _ or has produced Q /p who is of Notary before 20� or has produced identification. Commission No. (Seal) / Commission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, 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. i OFFICE USE ONLY BF #: 3V? D SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE / FIRM MAP # 1' FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Beforel/1990 After 1/1990 REQUIRED APPROVED REPORT ^J HABITABLE RADON PERMIT CODE 11 (y AREA FEE FEE O� 1 (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMP IMPACT FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC '� ROOF NON -CONFORMING MISCELLANEOUS SUBS _ ELECTRIC V- GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE j7� RECEIVED -0 DATE �2 COMPLETED ro.[J INITIALS i Residential / uomrae-rceaa m 6n 51YE .I.CA I.OIV �: Fi,^d ral 3 ✓ r P L �9� i5 01 General: Aiiplication completely filled out with Notarized Signatures ........................ Pf Yes [] No N/A Sub Summary list with contractors' names & county & state certification numbers..�'?� N0 0 N/A Y ...... ayes 0 No ❑ NIA Sub Agreements with Original Signatures .................:...... El. Owner / Builder Affidavit ................ ........................ YesNoNIA. Owner / Builder Electric Affidavit ........................... ................................................. Filled Land Affidavit ........ _ GEO or-Recorded-:WarrantyDeed .........•... .. Recorded Notice of Commencement ........................................ • • � • • • • ••• . yes 0 No. ❑ Yes 0 Rio. 21 Yes � -NO _._ 0 Yes �O 0 NIA � N/A NIA. N/A s4. Utility Agreement or Payment Receipt .................................................. Vegetation Removal Permit ....................... ............................... _..... Non Conforming Lot of Record .................................. .......................... Yes 0 .No N/A 0 Yes 0 No � IvT/A 0 Yes [] No �N/A Plans Caficurlatioms &Attachments (3 copies commercial 2 copies residenhaj Complete set of plans with Engineer /Architect Raised Seal ..................... Truss Plans Reviewed and Approved by Engineer / Architect ................. Landscaping and Parking Plans .....................:....... . Three (3) copies of Approved Site Plans ........... I......_.... :....0 Two (2) Sealed Surveys or Plot Plans with �Dirriensigvs, Finished Floor ........ Elevation and Setbacks........................................................................ Health Department Approval Stamped on Survey and Floor Plan ................ Health Department Food Establishment Permit Stamp on Floor Plan ............ Manual "T' or Manual IV' Calculations ................................................ Signed Energy Calculations ..................... Sealed Wind Load compliance Certification....................................... .... Product Review Affidavit .............................................................. Yes ©No -'es 0 No Yes 0 No Yes 0 No ❑ Yes 0 No ❑ -keg 0 No Yes 0 No El Yes 0 No Yes 0 No Yes 0 No Yes No ❑Yes 0 NO M NIA 0 N/A ALN/A ,�FWIA Ig N/A WN/A. N/A / ❑ N/A El N/A N/A NIA O page I of 2 Residential / Com mes°cial Building Permit Checklis . SIYE'' tC�C�4YlOA1: ' P�IIMlY,IN.!)1i/lB�R: � �TEGFiNICE�4iV -� ® & er: Heahh Department Pemrit Paperwork ...................................................... 0 No El N/A Yes . CD. for Fire Department if Commercial or Multi -Family ............................ ❑ Yes [] No N/A ,.: DEP, SFWMD or Army Corp of Engineers .......................:.................... ❑ Yes 0 No NtA Pool Barrier Affidavit................................................................... 0 Yes 0 No [,�9N/A Ground Sign Landscape Affidavit .............................................. ...:....... 0 Yes 0 No.14 N/A _. Bum Rate for Sign Cabinets............................................................... ❑ Yes 0 No. N/A 9t�, Vm and Moblie Home � ne-iDown Only (2 Copies) Permit Worksheet (ne-Down Diagram) .:..............:................................ [] Yes F-1, No N/A Manufacturer Sdt-Up and Installation Manual .......................................... © .Yes No N/A Manufacturer Blocking Documents.............................I........................... ❑ Yes M No N/A Signed Penetrometer Test (I copy) ................................. I .............. .......... C3 Yes [I No 50 N/A Stair Details:`................................................................ Yes C] hToN/A. Mobile Home Inspection Report for Relocation ................................ •...... ❑ Yes No ;K N/A Copy of Title for Relocation.............................................................. El Yes F-1 No )R�N/A t. Class "A" Approval from Growth Management :...................................... 0 Yes Cj No �kN/A e Name ( I4 Signature I D e Page 2 of 2 V Florida Building Code Online Page 1 of 4 Profess, + t Ro da Departmentol aCIS Home I log in I User Registration I Hot Topics Submit Surcharge State a Fads Publications MC Stag acts Site Map I links Search Busines� Professi I .111 product Approval s uaeR: Public User Regulation product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4334-R6 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615)441-4258 ss onit rAuthorized Signature Stei ss reni m` Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I -']I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes © No 6 N/A http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 10/23/2013 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 Summary of Products FL # Model, Number or Name IDescriptlon 4334.1 Fiberglass Side -hinged Door Units 6'-8" Opaque I/S and O/S Single Door - Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.01.PDF ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0120.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 6'-8" max nominal size. FL4334 R6 AE 504A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional Information. 4334.2 Fiberglass Side -hinged Door Units 8'-0" Opaque I/S and O/S Single Door - Impact Rated I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +70.01-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0121.pdf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 8'-0" max nominal size. FL4334 R6 AE 503A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Parry: Yes detail DWG-MA-FLO121-05 for additional Information. 4334.3 Fiberglass Side -hinged Door Units 8'-0" Opaque O/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0121.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. IT-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO121-05 for additional Information. 4334.4 Fiberglass Side -hinged Door Units 8'-0" Opaque I/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930 02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 11 FL0121.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO121-05 for additional Information. 4334.5 Fiberglass Side -hinged Door Units 6'-8" Opaque O/S Door w/ or w/o Sidelites http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 10/23/2013 Florida Building Code Online Page 3 of 4 - Im act Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC N1005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the FL4334 R6 II FLO120.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8'. maz nominal size. FL4334 R6 AE 502A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional information. 4334.E Fiberglass Slde-hinged Door Units 6'-B" Opaque I/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.0S.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.51-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II F10120.0df Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL4334 R6 AE 502A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional Information. 11 4334.7 Fiberglass Side -hinged Door Units 8'-0"Glazed I/S and O/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NIO05930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FLO123.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.Dcif Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side -hinged Door Units V- 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +60.0/-60.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 IT FLO122.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL4334 R6 AE 502A odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO122-05 for additional information. Back nex! Contact Us :: 1940 North Moome Street Tallahassee FL 32399 Phone: 890-487-1824 The State of Florida is an AA/EE0 employer. Coovright 2007-2011 State of Florida :: Pdvacv Statement :: q �=ihi nv 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 10/23/2013 1a9 MAX. OVERALL FR]iME WIDTH 20.5" MAX 36.J75" MAX. D.L.O. PANEL WIDTH _ 37.5" MAX. W/ASTRAGAL � I FRAME WIDTH O h J e � OO HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT O 6'-B" DOUBLE DOOR WITH /WITHOUT SIDELITES o Q zz �u OQ GENERAL NOTE 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO LN U THE FLORIDA BUILDING CODE AMID WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z OD DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, y .- (n DOES NOT EXCEED THE DESIGN PRESSURES LISTED.LLI 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). ci 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGV S FACING: Lg TEST DESCRIPTION DESIGNATION RESULT e • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING b 4500 HOURS XENON ARC METHOD 7 �I O 0 DO R DOOR UNIT W/ ID T S E n AEO¢IdanbWd� I3I3AD rn � NNNO Cxl'v'kaAmW: AJ 5' 30 x y =6 . Gw� a ZZ2 JO wo ¢ NdZVJ I ®® 1313 ® ® ® ® ® ® 1313 ®�p1p1®ry11p N O: Q O O owlo � � o EU QS VQIJiQ G-' -one UGO 00 Go'Do u NNN H6 0 N.-•y<MN SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELRES DOUR DOOR UNIT W/SIDEIIi S WITH SIDFLITF WITH SIDFI ITF w w O U m¢ Z w0 2111105 TABLE OF CONTENTS �- scuD N.T.S. SHEET DESCRIPTION M. UT: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCARONS & D AILS crx, ev: 3 ANCHORING LOCATIONS & DETAILS KURT BALTHAZOR pPAgMD �_ FLORIDA P.E. • High Dam Thms001C Design #56533 DWG-MA-FL0120-05 SREEi 1 a 3 SELF IGNITION TEMP ASTM 019Y9 J5R 'F > fi50 'F RATE OF BURNING ASTM O6J5 0.56 IN MIN C-1 SMOKE DENS" ASfM D2843 SJ.4R TENSILE STRENGTH- ASTM 0638 J.2R DIFF DESIGN PRESSURE RATING WHENE WATER REQUIRED TO INFIL1RA00N PERFORMANCE IS BE 159. OF DESIGN PRESSURE CO FIG MA% WIUIH INSWING 0 (SWING IN OUISWING OUTSWING• % 37.5 +70.0 -J0.0 +70.0 -]0.0 +79.0 -f 9.0+70.0 -]0.0 % 4 +50.5 -505 +55.0 -SOS +19.0 -19.0 +40.0-SOS 0% ar XO 75 +50. +55.0 -50.5 +19.0+40.0 0%0 11 Z.5 + 0. - 0. + -50. +19.0 +60.0 -40.0 +55.0 -50. 0%XO 1A9 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -A0.0 +55.0 -50.5 3. I N ,n 'InF� SEE DETAI 'C" 1 3' #8 x 2-112" §8 x 2-112" 0 1.375' &— a T INSWING THRESHOLD B"'. L SEE DETAIL I I_ 3.. J � 6• "F" #10 x 2" #10 x 518 10 x 314" #10 x 518'" . /{70 x 314" #10 x 2" DETAIL. TYP. 0.96T'_L T � OUTSWING THRESHOLD 1p o . N w s SEE DETAIL J D o � w a O N � Yf a C 6' ' #6 x 2-112" �1 DETAIL "E- ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. T HIGH DAM O/S THRESHOLD 0.124' ANNEALED Omo' EARDr mo 0.124' AIAIFAIFD ALUMNU4 OR SIM SFACER ASTRAGAL RETAINER BOLT HOLE liaMUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL '"F" ASTRAGAL �DECORAM INSERT EVMDR --'lam` aOE9IOH TYPICAL GLAZING DETAIL IMPACT RATED GLASS Tp. /E x 1-1/7' RHS SEE DETAIL 'C' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. b 8 U a SEE DEL � 'D° SHT. O N 5' G I c -11— 31 I I I — I 1 6' 6' I I I I — e O V a 'a I II G H II II — B II I w w B rc a b 3- 6LLL 6' f -1 8^ HARDWARE SCHEDULE 1. SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 1KWIKSET SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" % 4" FULL MORTISE BUTT HINGES. 1.25" HM TYPICAL WOOD BUCK ANCHOR INSTALLATION 1Mj5. A — MA%• SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION c U) 00 cr 0 0 O 5 ct:— Q Lo Q U O z a= to U Z �F y � 3 W. o-7 RECEIVED OCT 2.1415 MIMI M • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) HOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mla mldade.aov/uera/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and 'other areas where allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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 s ti immediately revoke, modify, or suspend the use of such product or material wi ei ' ri m o reserves the right to revoke this acceptance, if it is determined by Miami-D o 1 0l Section that this product or material fails to meet the requirements of the applic 1 e This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-SM0"1, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dada County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 revises NOA # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MWMIDAOE COUMY NOA No. 11-1013.12 ! Expiration Date: September 01, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" Sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA #11-0614.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window — N.I., approved on 09/01/ d expiring on 09/01/16. ManttffTerez, P.E. Product Cont Examiner NOA No.11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED & TESIED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 2) SHUTTERS ARE REWIRED WHEN USED IN WIND-SORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MAW-DADE COUNTY, USE ONLY MAN-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KBI PER ANCHOR TYPE, SEE TABLES 5& &, SKEET & G 4) MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 3, SHEET 4. ALL WOOD BUCKS LESS THAN MW THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1(!'THICK OR GREATER. WAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. O)SHIMS ARE REQUIRED AT EADHMCHORLOCATMNMMETHEPROOUCTISNOTFLUSHTOTHE SUBSTRATE. USE SHILLS CAPABLE CFTRANSFERRINO APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFIOIENTLYANCHORED TO REWST LOADS IMPOSED ON THEM BYTHE WINDOW. T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASM ISIM0. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASIM E1300. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 5) REFERENCES: TEST REPORTS FTL-547I; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSBAF&PA NDs 008 FOR WOOD CONSTRUCTION AND ADM4X ALUMINUM DESIGN MANUAL, 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE IMG SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAML. WINDOW SNARES AND SASH CONFIGURATIONS AS SHOWN BELOW MSIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING DESIGN PRESSURES FOR THAT MOCK SIZE FROM THE TABLES ON GREETS & 3. }LILT i-- WIDTH WIDTH --{ HEIGHT - - HEIGHT EpILLl11E PPpVYW1011&1 MDIlOPP1iWIflYl01LL`1 MptpiCP6WL1116 811/B�TIP-TPTR WDTH 82•i/B`BMQK WIDTH - 62-1I8'BUCK WIDTH NO ANCHORS 40.110. 484N` REQUIRED IN VISIBLE LIGHT VISIBLE LIGHT FLANGE B'MAX. FRAME HEAD B 3`MAX F-- —D A - C W MAX. FROM -. _._ _ T JI 381R 1 CENTEROF � VISIBLE WA MEETING tA T L VISIBLE PAIL �' LIGHT rMAX O.C. TIP nHEIGHT BUCKB'MAXFROMEIGHT } BUtl( C MEEROF J NEIGHi MEETING MIL T S• J yB NOANCHORS REQUIRED J D MAX. IN FLANGE FRAME SILL TMAR' 8'MAX O.C. TYP. FLANGE FRAME ELEVATION TYR INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) (TESTED UNIT) DESIGN PRESSURERATING MRACTRATING VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE iT No. 5/BTT�05 Off. P.O. BOX 1520 NOXOMIS; FL 34274 OERT. OF AUIR #20205 GENERAL NOTES. ....... ...._... -1 ELEVATIONS .......... _..... ........ _ 1 DESIGN PRESSURES_ ......Y & 3 INSTALLATION, FLANGE ......_....4 INSTALLATION. INTEGRAL RIC.5 ANCHOR QUANTITIES ._..........0 GLALNG DETAILS ._._..--_....... T CORNER ASSEMBLY-...._..._ T EXTRUSION PROFILES............ ... 5 PARTS UST...................................8 JJ I GENERAL NOTES & ELEVATION I J ROSOWSKI I HUNG WINDOW INSTALLATION NTS I 1 OF 8 05/11/11 a £§ $k W+� P A� m y� Qf� Cl �i t S w 8 � 2 ^' pi+ '` G ' g9q 2 N A 4 'Ili Y ^p� gm 2� 4 !I!n N �i +}� 2 +� a 2 C^ I ad a l' ad Sp PC' 1f 6 G i 4 F r(i w 3 2 v C a e C °8 _ m v o5 3 ? o 3 o m. Cl o' v m n a JCSCJ� m # G. m 0 P #p #P ♦ . q# r N G G. ff.1� # ... p q♦� N q+ q♦ m #q q ## N N N W F♦ p N N Sn N q m P 0 0 LlO O O N O O O V O O OO O O O G O O O O O OO O OO O O O O O O m4 6 &�m a��om;oo;mso�aoo 0000� ^=. G W m w O. b m O J m m O O m O m W m O O b P O O g 0 0 0 O O O O O 6 p yy _4�1 jqR N P N N T N W G p }n P g i U q m o o m b O o e o m 3 m a o�i m m u W o cai �' w Q'n w bi m a u uqi Pv' i{i m fn' }n a w $� 3 N+ .Pa' + N+. O O w. O O m W O O G G O O O C O O ,I°n O O O O O O O O O q m Q a m.n m A . 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AA L q O Y o P Y J+ m Y 0 9 0 A m J Y Y b O Y m a O Wm m y W+ O 0 O+ 0 0 fA 10 U m? 0 q �o�bo�&{os� m O Y d 0 M 41 g m b W m 0 b O 0 I. + G N J A G J O q (iy �O �D b b O w VTp Q y Im y m G 1➢ RZ1 A yym w O[["O+t o — 3 P �n T I11 O n m D J rjj G [w@+ m� 6� oiu oy 9i m q n ys F m N n m > �g + �C' m + 9m mm G7 zwa i�mm og v'm RL �. C 3 3 m a a 4 w ',3g m mt y iD •� U + + m D > f,l 3 a $ � 4 n $ 11111111 p� JJ 10/10/11 NO CHANGE ROSOWSKI e S S. J •. i��� * No.5aTO5 _ J 54e WYi Ou1c RpSG'c Ovm Oufc 05/11N1 = a'. a ro 10 = w o �� DESIGN PRESSURE I= 7ECHNOLM ORNE TNe ........... GLOR��P:' (`� ' k VENM FL 342M SINGLE HUNG WINDOW INSTALLATION N imi rxs. R 34Zizu u,Kq ra a� "'` va cExr oc wnr. fmms SH-200 NTS 2 OF 8 MD3H2OMI A TABLE{: TASLE2: PRODDCTREVISED eacmvptyhG wkh dm Fiuih Bvlld sCado as<ram'arm 1• I .I PxWNWIDea 16 Miend ads k TABLE3: "Q mayy" g 0�2 W N o0 Z U. FIGURE A:SA3H A.i i 3 N% CROSS SECTION O m (WITH I.O. GLASM) 1 Z 1 tdJ CO) R= 3 Z o K Z O Z 2 N LM (7 J 2 VISIBLELIGHT HEIGHT I�Hy{ W yZ N HEIGHT p 0 E y 9ASHHEIOHT-MAW x �aT ci &� -� fi pu nttrr aa� * ..........Nip c NOTES �l •-',�jl�� W 1)US2THI8 TABLEFORALLWINDOWSTHATAREGLAMDWRHGLA53 = F'� o e O O&: C_pn' TYPES8-J. OT APPLICABLE WITH 118" ANNEALED GIASS(WPE A). _ :t? o Q O• Z_ 2) FOR SAES NOT SHOWN, ROUND UPTOTHE NE)(TAVAILASLEWIDTH OR; J. -•Ga'i 0-3aa�Y HEIGHTDIM2NSION SHOWN ONTHETABLE. Y2O� •.T�fgy� ja 61 Q < �"Yul llml" Mealmum sash Hel hP UeBign Proasure (Ibslft Wimlaw HeI�d1 9 (see Flgum A, thle sheet) 2) for Glass Type B • J, Fln 8 Flange Frame Pdaklmum WMdrnv Wldth' 1&1I8' 28.112° 33° 3T 41" 45" 4B" fi3-1/e" 23° 11.9116"(Equal Ule) +56.0 -80.0 +55.0 •BD.O +65.0 -90.0 +55.0 •90.0 +SS.D 50.0 +55.0 -90.0 +66.0 -90,0 +fi8,0 4)0.0 Irldrt1B-B718" +63.0 -A0.0 +55.0 -90.0 +55.0 -90.0 +55.0 •90.0 +65.0 -90.0 +55,0 -84.3 +55.0 •70.0 +55,0 -728 37' 1&8/18'(Equal Ute) +65.0 •B0.0 +56.0 50.0 +55,0 •80.0 +65.0 -90.D +66.0 -90.0 +55,0 •80.0 +65.0 51.1 +65,0 -73.4 our 18.8I10° +66.0 •80.0 +fi5.0 -80.0 +fi5.0 •80.0 +65.0 -90.0 +8fi.0 •80.0 a65.0 54.3 +65.0 •7B.0 +85.0 -72.8 uMer 16718' +66.0 -80.0 +55.0 •00.0 +tS.b 50.0 a55.b -90.0 +55.0 -0B,6 +55.D 51.8 +55.0 -76.0 +65.0 58.6 38.31a' 16-718°ihru 1&3I1Be° +85.0 -80.0 +55.0 -B0.0 +ti5.0 50.0 +55.0 -80.0 +66.0 -B0.0 +55,0 57.8 +66.0 -70.8 +66.0 •71.2 18-1/{"(Equal Ute) +66.0 •80.0 +66.0 -90.0 +65.0 •A0.0 +65.0 -90.0 +65.0 •90.0 +65.0 57.0 +5fi.0 -7B.B +55.0 -71.2 our l&f/4' +65.0 •90.0 a55.0 -80.0 a55.0 -BD.O +55.0 -80.0 +56.0 50.6 +fi5.0 51.8 +66.0 -75,0 +65.0 58.6 antler l8$!18° +66.0 •90.0 +58.0 •80.0 +66.D •9D.0 +56.0 •86.6 +6fi.0 50.2 +66.0 •732 +fi6.0 58.9 a6fi.0 -68.7 {5' 18-0f18°thm 225/ev° +66.0 -80.0 +fi6.0 -BD.O +fi6.0 •80.0 +66,0 •80.0 +66.D -08.1 +6b.0 •78.5 +fi5.0 -70.0 +66.0 53.0 22-8118'(Equel Uta) +65.0 •80.0 +86.0 •90.0 +65.0 -9 Monolithic Glass Types A 1!e"Annealed 9 1/0" Tampered C 3119"Amaeletl ❑ &18"7empmred E 1p°Annealed F 1/4"Tampe Insulated Glass Types ❑ 1!B"Anlualeq l/4°Alrtpaca, l/S'Anmaled H 3/18° Annealed, 3/18' Alnpaca, 1/0°Annealed I 1/8" Tempered 1!4° Alrtpace, 1/B" Temparetl J 3/10°,Tempered, 3116° Airspace, 1/8" Tampered INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 1 CURVED HEADER INSTALLATION INTO MOO 2X, SEE NOTE 2, THIS SHEET. EMBEDMENT ie Malt SHIM y TYPIORTYPE, 1AW LL WHILE LIGHT HEIGHT F I SEETABLET, SHEET. BUCK NEIGHl`­^ i I USE ' LATCH 4N BOTT L B� B4 VEN VISIBLE LIGHT HEIGHT } I 43 22W 31 20 2X WOOD 2 BUCKSTRIP. SEE NOTE 2, THIS SHEET. NOMMORS • . • r' REQUIRED IN 7 FLANGE •��' FRAME BLL A. VERTICAL SECTION S-B CONCRETEICMU CONCRETEICMU OPTIONALADDON EMBEDMENT PERANCMOR PER ANCHORTYP,ANCHOR FLANGE®HEAD, REQUIREMENT REQUIREMENT•�TVPESILLSJAMB9i/a'MA% 42] EDGE DISTANCE EDGE SHIM PER SUBSTRATE, DISTANCE .1' 12 T1 10SEE TABLE e, THIS SHEET, T TYP ANCHOR _ { '. INSTALLATION OPTION 1 STRAIGHTHEADER INSTALLATK)NONTO WOOD 2X NOANC REW IREED�AIT {H.EEAAD.E 612 STEEL � I iN"MAX.6HIM SELF-0RIWNG BMB(OB).8EE TABLE 5, THIS SHEET INSTALLATION g OPTION 4 INSTALLATION ANCHORS DIRECTLYHlf) METAL. DADS APPROVED MUWON, ALUMINUM,BTEELFRAMINGOR �ERTI�OR 87EEL STUD. SEE SUBSTRATE V TYPE, : f,1M4 EMBEDMENT MAX ANDEDGE SHIM DISTANCEPER SUBSTRA EETABL 5.SEE TABLET,THIS BNEEf. INSTALLATIONOPTION2INSTALLATIONMOREANCHORSDIRECTLY0.INTO MASONRY. 19 v �&/ EXTERIOR VI - SUCIGNT WIDTH —�tll� BUCN WIDTH TIP•TO•TIPWIOTH HORIZONTAL SECTION A -A r TABLEII: Anchor GroupDistance AnchorNAJ=I�,505345ftm Substrate Mtn. Edge Mln. Ere edmant A 114°410 SS Om10FIMU, 81M C47 1" 1•D4° B #12 StwI SM6 ec rem (GE) Pine (Be 0) BJ18° 13B' 114. 41D 66 ClateFlaxMIM &SS kel) V1° nHialad CMU, (ASTM C®D) 1.1rq' 1.114"P.T. Steel Ulmmn Saulhem Plne SG e , 1" 1C114• CMcrele (rem. 27 kel) 1° 13R"lm2muld CMU, (ASTM C."MIMIMUM OF 3 THREADS BEYONDTHE METAL SUBSTRATE. ,s0s3-TSmlh 318• 7/B"• g Or.33min.310' 0.034T (MGa)'B Sleol8I8° 1/8" Pine (SG n,Ty) T. 13'8• PROPERTIES, TABLE 5, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE•APPROPRIATE ANCHORS LISTED ON TABLE 5OF THIS SHEET. FOLLOW EMSEOMENTAND EDGE DISTANCE UNITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY S1DE OP THE WINDOW. EDGEDISTANCE INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY EGRESS FORMULAS (EQUAL-LITE) WIDTH: TIP-TD-TIPWIDTH• 4•HEIGHT: TIP-TO-TIPW1DTH2-"IV 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE e, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-W THICKARE TO BE CONSIDERED iX INSTALLATIONS. 1X MOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1.12" THICK OR GREATER. IX AND V BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OFTHE PRODUCTRSW56DENGINEER OR ARCHITECT OF RECORD. ream 10MMth OF1.1b BaIWN'Cade 3) MSIBLE LIGHT MTH Ot HEIGHT(ALSO `` ��NI Irerree4 Ep Der.: A..rer,n, a',aLm.p,m I-O) 6 REFERREDTOASDAYUGHTOPENING)IS \� �p%I,( LYN Mitt�MEASURED FROM BEAOINOTO BEADING. '�; LICENSE ••,F9 �_ JJ 10I10/11 NOCHANGE py 114'MA%BHIM a]; eeb: RMWm:CONCRETEPER ANCHOR - RX Direptlarc Dram ay, REQUIREMENT •. to to ll �FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI �2�t°N',°v6HI'ECHI'cEiaspis Fw: DmgC��P..L 34SINGLE HUNG WINDOW INSTALLATION 05/11/11 IT TON1IAL111 S�` NONOMIS, FL 342]4 Sofa/I(olee Slob:aA LYNN4nILlELLP.e QRT• OF NUM. p29"ll SH-200 TUTS 4 OF 8D-SH2O0-01 INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION WOOD, SEE NOTE 2, THIS SHEET j2X OPTION 6"EMBEDMENTCURVED HEADER BOWINSTALLATION DISTANCEANCHOR (SCREW) THROUGH THE FIN EDGEDISTANCTI}�-I}i—mTYPE, ND 1.4Se' 6 J-L VISIBLE LIGHT HEIGHT i*biw NL ucxT HEIGHT 2" SEE TABLE 6. THIS SHEET INSTALLATION OPTION 6 INSTALLATIONANCHOR (NNL)THROUGHTIEFIN SEE TABLE e. SHEET. USE EITHER LATCH (B 20) OR BOTTOM LOCK (a14TESTED UNIT LOCATION: SA/9' FROM VENT END. TYP.ANCHORTYPE, EMBEOMENTAND EDGE EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE TABLE 0. THIS SHEET E v WOOD, I L EMBEDMENT E 2. SEE , SHEET T THIS SHEET Ilyl 1\t`Ilfy/( l EOOE 2X WOOD, SEE NOTE 2, DISTANCE 0 THIS SHEET DIST� EMBEDMENT 1/4"MAX SHIM) L 4 TYP.ANCHORTYPE EMBE06ENTANDEDOE DISTANCE PER SUBSTRATE, INSTALLATION INSTALLATION SEE TABLE 5. THIS SHEET. OPTION 6 OPTION E NSTAUAmm STRAGBIT HEADER ANCHOR(SCREW) I1,13TALLATIONANCHOR THROUGH THE FIN (SCREW)THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR(SCREW) THROUGH THE FIN 410 STER SELF-0RIWNO SM9 ((33) 1/4-MAX. SHIM v EXTERIOR `� I V J\•,•`lull III 20 ALUMNUM(STEEL FRAYING OR STEEL 9MID. SEE SUBSTRATE PROPERTIES, B TABLE B, TH198NEET. NOTES, MAKSHI 1) USE ONLY SUBSTRATE 1 APPROPRIATEANCHORSUSTED ON TABLE B OF THIS SHEET. FOLLOWEMBEOMENTANDEDGE �\ EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN MAYEEUSEDONANYSIDECFTHE EDGE WINDOW. - DISTANCE 2) 2XWOOD FRAMINGOR BUCK. F7 EMBEDMENT 1-10THICKORGREATER. 2XWOOD,SEENOTE2,111/19SHEET 3)WSISLEUGHTWWHORHEIGHT ' OLSO REFERRED TOAS DAYLIG HT RTICAL SECTION D-D PENING) 9 MEASURED FROM BEADINGTO BEADING. EDGE DISTANCE EDGE DISTANCE 1/4-MAXSHI -..{ EDGE 1l4'MAXSHIM DISTANCE TYP. ANCH00. TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B THIS SHEET. HORIZONTAL SECTION C-C -, VISIBLE LIGHTWIDTH — SUCKIDTH - MULLION SECTION OAE APPROVED MUWON,MAY BE VERTICAL MAX M. SEE SUBSTRATE i!P SHIM. SEe SUBSTRATE PROPERTIES, TABLE 6,THIS SHEET. EXTERIOR tj WITH FIN REMOVED TABLES: EMBEDMENT INSTALLATION OPTION 0 INSTALLATION ANCHOR E%fERIOR (N)U)THROUGHTHEFIN EGRESSFORMULAS (EQUAL-LITE) WIDTH: BUCK WIDTH -T HEIGHT: BUCK HEIGHT2.&IMV VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): BUCK WI01H-4.111V WIDTH (Fill BUCK WIDTH-T HEIGHT: (BUCK HEIGHT -& AR412 Anchor 9ubMlats Min. Edge Dldnnco MIn' Elnbadmant 2.1/Z' x.Il:T Box Nail P.T. Southem Pine (50 • .65) 1/2' 2.7116' 2-1/Z' x .13l' Cwmon Nall P.T. SDuthem Plne (50 • .55) 9/16' 2-7119' 2.1/Z' x .14F Roofing Nell P.T. Southam Pine (SO • ,65) 9/16• 2-7/10' 010 Steel EMS Be" (05) P.T. Southem Pine (SG • .65) 3/4' 1.3/9" Aluminw, 606345 min. 3/8' 1/e, Stool Stud, Or. 33 all. 3115' 0.038 A36 Steel 3/B' 11w KMADs UeTUNU TIE METAL HUdSTRATE. VCENSE •'� '� `=J fio fo fll�' STATE OF 41� :'`[ORIOP :' \?� 1070 TECHNOLOGY DRNE �G� N. VENICE. FL 34275 '!ON11 bIilkI '� NON HIS,-R1344274 YNNMLLER.P.E CER7. OF AUIH. 0=08 P.Es sales JJ 110/10/11 ME INSTALLATION DETAILS HUNG WINDOW INSTALLATION Scaly. :00 NTS sn.5m OF 8 I ME WMC J 05/11/11 TABLE T: Anchor OYamdea Required, Flange Frame PRODUCl'REVISED m klm,C,o vnhlle PIm1Ae AoiWios Oo6 Faa Ovu I6 Nv2lmum W2tlme Wdlh' t&1M' 261I3' 9' 92' 41- 4r 4r a3•llr ealma N43h,ean Sao Hcl W OnWAG,wgSG.WCG=PO GMP8 GoW G.g A10mv, 010" GmpA GmuDO OmupC GmWA Gn,WB( P GNupAG,"BGNup GmpA Om,pB Gmp 0. Al pK HaupRGmp Mo. Rea RW.A.lhn, a hap KK y ¢ ¢¢¢¢ Y r2 9 5 iG 9 rcp 5 C 2 rcy 5 rc¢ S�� C rcy¢A� y 9 RR y rcr2 5� rc¢ 9�2� tttt KK CC rc12 y KK rcy Rp- rcp�¢¢ sy KK 9 KK 2 S rtrt g SA� 5 Z rcy Y zn�R g 2 rc i� Z CC¢y-¢y 3 9 a CC S BY mi 2J' 13QHr(Eq*Lee) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 uMp la811e' ] 2 2 2 S 2 2 1 2 1 2 2 3 S 9 2 2 2 3 2 9 3 2 2 3] 3 23 2 1 2 9 2 3 2 4 2 J 1 J 2 4 2 3 2 3 2 Q) O N p Q 44Q e 3P 1Bmir(Eguel Ule) 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 S 1 2 3 3 3 2 2 2 9 J 9 9 2] J 3 3 9 2 2 3 3 3 3 2 2 . 18-cu1r 2 2 2 2 2 2 2 2 2 2 2 2 S 3 2 9 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2] uNa I&T/r 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 9 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 Ste, wlr Wu1ww. 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 9 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 MM- Equal UW) 2 2 2 2 2 2 2 x 2 2 2 2 2 2 2 2 2 2 3 3 1 2 2 2 3 3 2 22 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 BUJ U�j aorta-11r 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 9 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 W.lW W 2 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 2 3 2 3 2 4 2 4 2 32 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 2 1 UJ 0 V Z@ \ O O 8 y .! @F $Ep x g yy A @@FF Z V d U) = Z Q J y Z O Z Z : = J y? R y GO Lt. t0 V) yy{-- RZ q1 o 9S i O 4W taglt6'Um 22dlB°' 2 2 2 2 2 2 2 2 1 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 2 fr QEquA LWW 2 2 2 2 2 2 2 2 2 3 3 2 9 3 2 2 2 S 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 1 3 9 9 J 3 2 3 3 3 3 1 3 opr138Hr 2 2 2 2 2 2 2 9 2 9 2 2] 4 2 3 2 3 2 4 2 9 2 3 2 4 2 1 2 3 2 4 2 4 2 9 2 4 2 1 2 3 2 4] 3 2 3 under2llr x 3 2 3 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 x 4 2 4 2 9 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 Ir 1c-f/b'Nn, 21.1f11 S 3 2 2 2 2 3 3 R 2 3 2 3 2] 2 2 2 9 3 9 2 3 2 4 3 3 2 J 2 1 3 3 2 9 1 9 3 3 2 9 2 9 2 3 2 3 2 24AMIr(EgW lee) 2 2 2 2 2 2 2 2 2 2 2 1 9 3 J J 2 2 3 3 3 3 2 2 3 3 3 3 2 1 3 3 3 3 2 2 3 3 J 3 2 2 3 3 3 3 2 2 .2"Ir 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 3 4 2 9 2 4 2/ 2 3 2 4 2 4 2 32 4 2 4 2 3 00D10° adenmialir MIW!VNN21-IlMr 3 2 2 1 2 2 2 2 2 2 2 2 3 3 2 2 3 2 2 2 3 2 2 2 4 9 2 2 1 J] 2 3 3. 2 2 4 4 2 3 4 3 2 1 3 9 2 1 4 1 2 3 4 3 2 1 3 3 2 F 4 4 2 J 4 J] 2 3 f 2 2 4 1 2 3 4 3 2 2 9 3 2 2 4] 9 3 1 3 2 1 9 3 S 3 1gS18LE LIGHT HEIGHT SASH HEIGHT 2"4"(EpWUU) 2 2 2 2 2 2 2 2 2 S 2 2 9 33 9 2 Y 3 3 3 3 2 2 3 3 3 3 33 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 • oav2"4 mew 244150r 2 3 3 3 2 3 2 3 2 3 2 3 2 4 3 3 2 3 3 3 2 3 3 3 2 4 4 3 2 4 1 9 2 3 3 3 E 4 4 3 2 4 4 3 2 3 9 3 2 4 4 3 2 4 4 3 2 3 3 3 2 3 4 3 2 4 4 3 2 3 3 3 1 3 4 3 2 4 4 3 2 4 3 3 2 3 4 3 2 4 4 3 2 4 3 9 SASH HEIGHT -34ir I el' 241N1rt1eu30dr2 2 2 2 2 2 2 3 2 3 2 2 1 3 2 3 2 3 2 4 .3 3 2 3 2 4 3 4 3 3 2 1 3 3 3 3 2 4 3 3 x 3 2 4 3 3 2 3 S 3eellr(EgWdUW) 2 2 2 2 2 1 2 2 2 2 2 2 3 3 3 9 2 2 3 3 3 3 2 2 3 3 3 3 3 9 3 3 3 .3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 I ow3 w uWern3 4• 2 3 3 3 2 J 2 2 2 3 2 2 2 1 3 2 2 3 3 2 2 3 S 2 S 4 4 2 2 3 3 2 x 3 3 2/ 2 1 2 1 4 3 2 2 3 3 2 3 4 4 2 2 4 4 2 2 3 3 2 3 3 4 2 2 4 4 2 2 3 3 2 2 3 4 2 2 4 4 2 2 4 3 2 2 3 4 2 2 4 3 2 2 4 3 2 m° 23 eM3I4113•s 1 2 2 2 2 2 9 2 1 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 3 3 2 4 3 3 2 3 2 4 3 3 1 3 2 318lr (Equal Lga) 2 2 2 2 2 2 S 2 2 2 2 2 3 3 3 3 2 2 3 3 3 1 2 1 3 3 3 3 3 3 3 3 3 3 3 3 3 9 3 3 3 3 3 3 3 3 2 2 mer31-S/Ir 2 2 2 2 2 2 Y 3 2 312 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 3 3 3 4 2 4 2 3 3/ 2 3 2 3 • ppppp F��r. 4�3111' undarae8'f 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 2 3 2 4 2 3 2 3 2 4 2 4 Y 3 2 4 2 4 1 3 2 3 2 4 2 4 3 3 2 1 2 4 2 n- 2B3lr tivu 9edlrl 3 2 3 1 3 2 3 2 3 2 3 1 3 1 3 2 3 2]] 3 2 3 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 1 3 3 1 1 3 1 J 9 2 3SA'ir(EgW Us) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 2 3 3 3 1 2 2 1 3 J 9 3 3 3 3 3 J 3 3 3 3 3 3 3 3 y4 �3 .36Sltr 2 2 2 2 2 2 2 2 2 1 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 9 3 3 3 2 3 3 4 3 3 3 3 3 4 3 3 2 3 u W!n3,P 3 S 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 4 2 3 2 3.2 4 2 4 2] 2 1 2 4 2 3 2 0 2 1 2 3 2 a- 9'i 31dT evu 3r2 J x 3 1 9 2 9 2 3 2 9 2 3 1 8 2 3 2 3 2 3 2 9 2 9 2 J 2 9 2 9 3 3 2 9 2 4 3 3 2 9 S 1 3 4 3 3 2 FIGURE A: BASH CROSS 36111r(u LM) 2 2 2 2 1 2 1 2 2 2 2 2 1 2 2 2 2 2 3] 2 S 3 2 3 3 3 3 2 2 3 a 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 9 SECTION(WITN 'TlPto-Bp Mm"los ear flarpa vA,tlw,e ahcr For buck dmerelas, euMact P. MoNOLRHICOLASS) 2 Ocpcll ewh height. For clam daylight height, aubimet MAT. 3 Size mngo Incluou, the standard Pr Vlar/ (3m -2 cenlIguregon) far lira g1w Wlndw Height. 4' FROM °MR mean, to'MmUng Rag". SEµq r MAX. For mereg each With, alIDUect 2.1N1S' item re buck dirnomlon ` FaNCE 1 y FLANGED NOTES WINDOWSWRH 1) USE THIS TABLE FORALL FLANGED WINDOWS PER THE ELEVATION T AaO ON SHEET I. DIMENSIONS SHOWN- ARE Tllo OTIP. ` ppp EpN� 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET I. ANCHORIS = REpUWEDAT THECENTEROF WT) 3)FORSUESNOTSHO.ROUND UPTOTHENE)CrAVAILAHLEWI)TH THE HEADER ORHEIGMTDIMENSIONSHOVNNONT)IETABLE. 11`U ``�`` ....... / * ...••••.... �2y Ol- pZ_ '. y,� '�', * G u� 0_ Y';p CO.. y0 •• � g y14ry; •- .. , ///////l 4) REFERTO TABLE e, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS, III 1 tP t10 1• WEEP NO CH® EACHEND 90, COR FRAN ASSEM ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ANGLEDICURVED FRAME ASSEMBLY 1' WEEP NOTCHO EACH END 90' CORNER FRAME ASSEMI ASSEMBLY DETAILS FOR FIN FRAME CORNERS 1TEAfPIr DOR OR 3MVANNEALEDOR PEE EITD GLASS r TEMPERED GLASS I TEMPERED OUSS T,,WEEDOR R D G ASS 3WNOM CLASS SITE W NOM. GLASSSITE LASS W. YII �/ `Sv GLASS SITE 37NCEL CE / 1.1 rl ANGLEDICURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL WNW. GLASS STACK 1/4`AIRSPACE WIWANNEALEDOR 1/S'ANNEALDOR TEMPEREDGLASS Oyyw q z N tl-3 6 ¢ 0 4 ? o oZ ri ri o� LU 3 �Z LL � O � a z Lu uj J i o mZ 0) . of S GLASS LA98 STACK WIVAIRSPACE 0 'A WANNEALEDOR rUR O TEMPERED GLASS 84 HC¢p �d '8 o u 6� ^3832 ^ v �1111111111/.. U �. �•• :.. y�� ls�] U l5'zJ Il L� II ls�J tl 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL =z:� ry)co GLASSTYPEBABB GLASS TYPES CdO GLA59 TYPE9EdF GLP59 TYPES OdI GIAS TYPESH dJ x;TNt rl' iJ Z. Z t -g l /111111111 Item # PGT Dwg. # PGT Part Dexrlptlon 1 2703E 62703EW Flange Flame eed 2 2761B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral FIR Frame Head 6 2714E 62714EW Integral Fin Frame SIII 8 2782 e2782W Integral Fin Frame Jamb 7 2706 62706DW Saah Bottom Rail 8 2707 62707CW Sash Top Roil 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Fiex PVC 70 21 1882C 71682CW HeadISlll Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4060 6406BG Wstp.,187 X.230 Fin Seal 25 1 2784 72784W Sash Side Roll Gasket, Polyethelyne 26 1078 7121UM Balance Takeout Clip 27 Vanes per She Balance 28 2711 1 4280OW Sash Cam, Nylon '29 1096 7109OW Sweep Latch, Onc 30 1016 7858W W #8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 1/2' x V, EPDM 32 BDURAK316 Dumseal - 3116' 33 6OURAK14 Dumseal -114" 34 Sash Bottom Lock Spring 35 Screen Cloth, Fiberglass 36 Dow Coming 899 Silicone Gluing Sealant 40 1626 61626H Glass Bead (118" Glass) 41 2719 1 82719E Glass Bead (3116" Glass) 42 1283 81283E Glass Bead (110 Glass) 43 1253 WNW Glass Bead (I.G.) 50 781PCA #8 XV CLAD Pn SMS 51 781PSTX #8 X1" Sq. Pn TWln Fast SMS -410 S.S. 52 1184 781LHPDA #8.15 x 1 LH TWinfast Screw Ono 53 1186 781LHPDX 98.15 x 1 LH Twlnfast Screw Ono (S.S.) 54 78XIPFTFUA 98 X1" Ph FI Wcut SMS 55 7BX1 FPAX 98 X V Ph FI - Stainless Steel 60I 1/8" Annealed or Tempered Glass 81 3116' Annealed or Tempered Glass 62 1l4' Annealed or Tempered Glass 63 1/8"-1/4" Air-1/8" An. or Temp. I.G. 64 1 1118*-3116"Air. 3 11V An. or Temp. I.G. F— 2.000' .002" ,600" .082- .062' 1 OFLANGE FRAME HEAD 0063•TB ALUMINUM .060• 2AW .060' Mw .eom ,oso• H— 2,050- — OFLANGE FRAME SILL M0 TBALUMINUM a.226• I Y 2.00V .e16• 1.1Ta• 2.518' OINTEGRAL FIN FRAMEBILL 8063•TB ALUMINUM --( Bar 1.aGr .oar —may 1.01V OFULED MEETING HAL 6063-T6ALUMINUM I .oSV D16• 1 east — Bar r 238• .car .06r 1.12V 2.600• .aaa^x. � .082'�i-- .eee' FQ��! .060' .oe2• 0FLANGE FRAMEJAMB 608 TBALUMNUM INTEGRAL FIN FRAME HEAD A 8083-TS ALUMINUM .Oar —I OINTEGRAL FIN FRAME JAMB B TSALUMINUM .mrc 1.1er —.{ .a2r SASH E IOERAIL 10 8063TBALUMINUM .., LIIII111„_ ai * � No.587a r .eTa 1.60r 1.OP8' III�.l7-71�III .Car Oar — ICJ .-I Imo— .OBY I SASH TOP RAIL OBASHBOTTOMRNL G08'PT6ALUMINUM 0 6063-16 ALUMINUM BB War leiSASH BOTTOM LOCK RAIL BASH STOP 11 600}T8ALUMINUM 12 6083-TS ALUMINUM o CERT. OF AUIH. #29290 ofio• .01V AODON FLANGE 13 6DWIRIALUMINUM PRODUCT REVISED mlvswislrin Plmldo pWMt ldr.8 D Cbae A I"Rrelm Demme /6 Iimn Wo H & PART DETAILS J ROSOWSKI M57- -E HUNG WINDOW INSTALLATION 05/11/11 -1-N ' MID Mw R.rA. �-200 TS 8 OF 8 MD-SH2O0-01 ,FORM405-10 RECEIVED SEP 3.02013 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: IVEY GUEST HOUSE Builder Name: Street: Permit Office: City, State, Zip: ST. LUCIE COUNTY, FL, Permit Number: Owner. Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (848.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=13.0 848.001P b. N/A R= fF 3. Number of units, If multiple family 1 c. WA R= fP 4. Number of Bedrooms 1 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (678.0 sqft.) Insulation Area a. Under Attic (Vented) R=19.0 678.00 ft' •• 6. Conditioned floor area above grade (W) 678 b. WA R= IF Conditioned floor area below grade.(fl') 0 c. WA R= f Z 11. Duds R ft' 7. Wmdows(82.0 sgft.) Description Area a. U-Factor. Sgl, U=1.07 82.00 ft' a. Sup: Attic, W 'c, AH, Main 6 50 SHGC: SHGC=0.50 b. U-Factor. N/A 1p 12. Cooling s m Efficiency SHGC: a. Central Un SEER22.00c. U-Fador: WA fPCoNr SHGC: 1 13. Heating systems kBtu1hr Efficiency d. U-Factor N/A ft, a. Electric Strip Heat 17.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (678.0 sgft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 678.001N b. Conservation features EF: 0.920 b. NIA R= ft? None c. WA R= ft' 15. Credits Glass/Floor Area: 0.121 Total Proposed Modified Loads: 16.32 PASS Total Standard Reference Loads: 20.35 I hereby certify that the plans and specifications covered by Review of the plans and STgT, this calculation are in compliance with the Florida Energy specifications covered by this Q11HE _ = p Code. calculation indicates compliance with the Florida Energy Code, PREPAR Before construction is completed c DATE: _ - this building will be inspected for compliance with Section 553.906 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy C de. Cpb WET¢J �f OWNERIAGENT: 'J BUILDING OFFICIAL: DATE: DATE: 8/15/201311:32 AM EnergyGauge® USA - FlaRes2010 Section 405A.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: If of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment IVEY GUEST HOUSE User 1 Single-family New (From Plans) Bedrooms: 1 Conditioned Area: 678 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: Yes Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE COUNTY ST. LUCIE COUNTY, FL CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 678 5424 SPACES Number Name Area Volume Kitchen Occupant; Bedrooms Infii ID Finished Cooled Heated 1 Main 678 5424 Yes 2 1 1 Yes Yes Yes FLOORS # Floor Type 1 Slab -On -Grade Edge Insulatio Space Perimeter R-Value Main 105 ft 0 Area 6781E _ Tile Wood Carpet 0 0 1 ROOF / V # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 734 fN 0 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 678 fl' N N 77 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 678 fP 0.11 Wood 8/15/201311:32 AM EnergyGauge® USA- FlaRes2010 Section 405A.1 Compliant Software Page 2 of 5 WALLS Adjacent Wall Type Space Cavity Width Height Sheathing Framing Solar Below _ 1 N Exterior Frame -Wood Main 13 26 8 ll 208.0 fI2 0 0 0.75 rmdp% 0 2 E Exterior Frame - Wood Main 13 27 8 216.0 ft2 0 0 0.75 0 _ 3 S Exterior Frame -Wood Main 13 26 a 208.01F 0 0 0.75 0 4 W Exterior Frame - Wood Main 13 27 8 216.0 fie 0 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None .46 3 6 8 20 fF _ 2 W Insulated Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt 1D Frame Panes NFRC U-Factor SHGC Area Depth Separation Ind Shade Screening _ 1 N 1 Metal Single (Tinted) Yes 1.07 0.5 6.0 ft' 2 ft 0 In 6 ft 0 in Drapeslblinds None 2 N 1 Metal Single (Tnted) Yes 1.07 0.5 9.0 112 2 ft 0 in 6 ft 0 in Drepeslbrinds None 3 S 3 Metal Single (Tinted) Yes 1.07 0.5 18.0 fF 2 ft 0 In 6 ft 0 in Drapeslbfinds None 4 W 4 Metal Single (Tied) Yes 1.07 0.5 9.0 fF 2 ft 0 in 6 ft 0 in Drapes/brinds None 5 W 4 Metal Single (Tinted) Yes 1.07 0.5 40.0 ft2 2 ft 0 in 6 ft 0 in Drepeslbrinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 6892 4822 91.81 .365 9.8363 HEATING SYSTEM # System. Type _ Subtype Efficiency Capacity Block Ducts _ 1 Electric Strip Heat None COP:1 17 kBlaft 1 sYs#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER:22 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubTYpe Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 40 gal 120 deg None 8116=1311:32 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 ) \ q g 2 \ 2O g AE =X a; § A; § !• «! ® § ale � _ CommMM Lb ) k9 ! Zf LU 2 / } , ° Ow ww 2 _ It ui \� cc q © WW mm gSW § LU § o $ & m _ .WW § i iJ $ M @ 7) t g , m MW WE m U, e «- m _ .WW ; \) 22 R IL 0 2 ° K =� - LU ° ( - w - E k\ k\ m k - mf ■0 Z = c to�; ƒ2 A } to)! § ,FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: ST. LUCIE COUNTY, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403:3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit, breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaoes, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per equipment Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/15@01311:32 AM EnergyGaugee USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Y ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. ST. LUCIE COUNTY, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 848.OD fF 3. Number of units, ifb. multiple family WA 1 c N/A R= ft' R= fP 4. Number of Bedrooms 1 d. WA R= fN 5. Is this a worst case? No 10. Gelling Types Insulation Area a. Under Attic (Vended) R=19.0 678.00 ft' 6. Conditioned floor area (f?) 678 b. N/A R= 112 7. Windows'* Description Area c. N/A R= ft' a. U-Factor. Sill, U=1.07 82.00 ft' 11. Ducts R fN SHGC: SHGC=0.50 a. Sup: Attic, Rat: Attic, AH: Main 6 50 b. U-Factor: WA fP SHGC: 12. Cooling systems kBtuRv Efficiency c. U-Factor: WA. ft' a. Central Urft 24.0 SEER22.00 SHGC: d. U-Factor: N/A fI2 SHGC: 13. Heating sy stems ystems kBWlhr Efficiency Area Weighted Average Overhang Depth: 2.000 ft. a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hat water systems a. Slab -On -Grade Edge Insulation R=0.0 678.00 ft' a. Electric Cap: 40 gallons b. N/A R= EF: 0.92 c. WA R= ft, b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: _l.$ Address of New Home:v4,y0 City/FL Zip: `Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "*Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Project Summary Date: E: f vvrightsoft° Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: M-4666799 Fax M468.0796 Email: DUICKCALCS@gOLCOM Project• For. IVEY GUEST HOUSE ST. LUCIE COUNTY, FL Notes: Design Information Weather. Fat Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TO 15 OF Daily range L Relative humidity 50 % Moisture difference 61 grilb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11103 Btuh Structure 12020 Btuh Ducts 2721 Btuh Ducts 4186 Btuh Central vent (21 cfm) 648 Btuh Central vent (21 dm) 347 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14472 Btuh Use manufacturers data n Ratefswing multiWier 0.95 Infiltration Equipment sensible load 15726 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1608 Btuh Ducts 1120 Btuh Heatingg Cooling Central vent (21 cfm) 880 3608 Btuh Btuh Area (ftJ 678 678 Equipment latent Iced Volume (ftJ 5424 5424 Air changesfhour 0.61 0.32 Equipment total load 19335 Btuh Equiv. AVF (cfm) 55 29 Req. total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trane Trade Trade Model Cond TTX024C100A3 AHRI ref no. nfa Coll TWE031E3FB0 AHRI ref no. Efficiency 100 EFF Efficiency 13.5 EER, 13 SEER Heating Input 0 Btuh Sensible cooling 15400 Btuh Heating output 14472 Btuh Latent cooling 6600 Btuh Temperature rise 18 OF Total coding 22000 Btuh Actual air flow 733 ofm Actual airflow 733 cfm Airflow factor 0.053 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 In H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ACC * wrightsoft RightSulte® UNIersal 201212-0.07 RSUDS101 ... Wuick CaxelDocumerns Wrightsol HVACIIVEY GUEST HOLSE.mp Colo =MJ8 From Dcor races: 2013,Apr-23 11:16:23 Page 1 ! wrightsoft- Right-J®Worksheet Job: Entire House Date: QUICK CALCS, INC. 317 ST. LUCIE LN. FT. PIERCE. FL 34946 Phone: 772-4 M799 Fax 772i66-6796 Email: ONCKCALCS@AOLCOM 1 Room creme EMIM Holse BEDROOM 2 EWosed Wall 98.0 It Z7A ft 3 Room FrJgrR 8.0 ft d 8.0 ft tled/ood 4 Rem dmenslas 14.0 x 13.0 ft 5 Roan area 678G 112 1820 W Ty CostnxtIm UAdw Or FiTtv1 Area Load number (BIWJft-F) (BtuNft'J or perimeter (0) (stub) orperimder (ft) (&uh) Hed Cad Gross NMS Heat Cod Groan WINS Heal Cod 6 W 12C-0sw 0.091 In265 218 176 161 410 352 0 0 0 0 I--(` 1As1mn 1.270 n 35.56 34.77 15 0 533 522 0 A 0 0 W Y--D 12G-0sw 0.091 a 2.55 2.18 168 147 375 321 104 83 211 181 . 11DO 0.390 a 10.92 11.31 21 21 229 238 21 21 229 238 W 11 12C-0sw 0.091 s 255 Z18 208 190 484 415 112 103 262 225 _. t--G 1Aclon _ 12C40sw 1.270 0.091 s, w 35.56 Z55 34.77 218 18 216 18 138 .640 352 626 301 9 0 9 0 3211 0 313 0 10A-m 1.670 w 48.76 53.19 48 0 2244 2553 0 0 0 0 1Ac1om 11DO 1.270 0.390 w w 35.56 10.92 91.12 11.31 9 21 0 21 320 229 820 238 0 0 0 0 0 0 0 0 _ C 16B.19md 0.049 - 1.37 2.57 678 678 930 _ 1744 182 - 182 250 ' 468 F - 22Atd 0.989 - 27.69 0.00 678 96 255B 0 182 Z7 748 0 6 o)Am exa 1. 955 1 33 Fmelepe lossfig3in 9406 9084 2021 1458 12 a) IMOratin 1697 477 477 134 b) Ram vINxllation 0 0 0 0 13 Internal gaire: Ocoupanla @j 230 2 480 1 230 Appliances/dher 2000 0 Sublotal Qlrles 6 to 13) 11103 12020 2498 1822 Less ebemd load 0 0 0 0 Less transfer 0 0 0 0 Redstrilullon 0 0 0 0 14 Subtotal 11103 12020 2498 1822 15 Duct loads 25% 35% 2721 4186 259/6 359/6 612 635 Total roan lead 1 13823 162D7 3110 2457 Air recidned(dm) 733 733 165 111 Calculations approved byACCA to meet all reoulrements of Manual J 8th Ed. AA'I L' wrigh[sorY RI9htSulte® Unhia=1201212.0.07 RSIAP 6101 2013-Apr-23 1age 1 Page 1 ...erelOukk CebalDocumentelWd9MaoR HVACIIVEY GUEST HOtSE.mp CaIo=MJ6 From Door faces: Job: wrightsoft Right-M Worksheet Date: Entire House By: QUICK CALCS, INC. 317 St LUCIE LN., FT. PIERCE, FL 34946 Phone: 772.4665799 Fax 772-466-6796 Erreil: OUICKCALCSQAOLCOM 1 Room name LIVING BATH 15.0 1t 8.0 It 3 Ro�orn hhelght 8.0 ft heaticool 8.0 It 1leaVcod 4 Room dmensias 120 x 13.0 ft 8.0 x 8.0 It 5 Rco n area 156.0 ft' 64.0 UZ Ty Costnxilon U-vdue or HIM Amur (ft') Load Area (ft9 Load nundrer (BtL"fti°F) (Btuhlft-) a perimeter (ft) (Blur) a per peter (ft) (Btu1) Hem Co11 Gross N/P(S Heat Cool Grins N/P/S Heal Cod 6 Yy 12COsw 0.091 n 255 2.18 0 0 0 0 0 0 0 0 1Acl m 1.270 n 35.56 34.77 0 0 0 '0 0 0 0 0 yI 12C-0sw 0,091 a 2.55 2.18 0 0 0 0 64 64 163 140 Y-D 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 1- W 11 12C[lsw 0,091 s - 2.55 2.18 96 97 M 190 0 0 0 0 LG 1Ac1an 1.270 s 35.56 34.77 9 . 9 320 _ 313 0 0 0 0 12C4)5w w 26.55 3.1 t 74 18 16 0 0 0 0 tIQ". 1.691 70 w 4.76 52-19 0 0 0 0 0 0 0 0 0 0 0 tAclan 1.270 w 35.56 91.12 9 0 320 820 0 0 0 0 11DO 0.390 w 10.92 11.31 21 21 229 238 0 0 0 _ 0 C. 16&igmd: 0.049 - 1.37 2.57 156 156 � 214 401 64 64 88 165 F 22A4d 0.989 - _ 27.69 0.00 156 25 692 0 64 8 222 0 6 c)AED excursion 1 202 -7 Enxdope losslgan 2186 2326 472 298 12 a) Infiltration 442 124 141 40 b) Roan ventilation 0 0 0 0 13 Internal gam: Occupants @ 230 1 230 0 0 A)p(la ces/aher 0 0 Sutdal Qirxs 6 to 13) 2628 2680 614 338 Less eAemal load 0 0 0 0 Less transfer 0 0 0 0 Redstritxslon 0 0 0 0 14 Subtotal 2628 26BO 614 338 15 Duct loads 25% 35% 644 933 25% 35% 150 118 Total noon laid 1 32721 3613{ 76444 4 Air requred (Mm) 21 A "F[}' wrlghtsuft- 2013-Apr-23 11:16:23 RlghtSu6e® Whereat 2012 120.07 RS108101 Page 2 ... ealOuk:kCakrelDocumerns Wrightcue HVAC%IVEY GUEST HOUSE.mp Calc=M38 From Doorfaces: F#f wrightsoft- Right-J®Worksheet Date: Entire House By: QUICK CALCS, INC. 317 ST. LUCIE I -It FT. PIERCE, FL 34946 Phone: 772.4M.8799 Fax 772d6641M Emell: QUICKCALCS@AOLCOM 1 Room renna LAUNDRY IMMEN 2 EVosed wall 4.0 R 320 It 3 Roan haght 8.0 ft heatt=d &0 11 heatl000l 4 Room dmerslms 4.0 x 6.0 ft 18.0 x 14.0 R 5 Room area 24.0 R' 2520 fl' Ty Castnx:8m U-°ells Or HTM Mee M Load Area (ft) Load I rumbas (Elawt'--°F) (Bluh/fP) a perimeter (ft) (Bt h) or pedmder (11) (81uh) Heel Cad Gross NIPS Heat Cod Grass N!PIS Heat Cad 6 W 12C-0sw 0.091 n 255 218 32 26 66 57 144 135 344 295 L_G 1Aatan 1.270 n 35.55 34.77 6 0 213 209 9 0 320 313 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 t- 11D0 0.390 e- 10.92 11.31 0 0 0 0 0 0 0 0 —D 11 -12Cpsw 0.091 S - 2.55 218 0 0 0 0 0 0 0 0 4y LC 1Ac1an 1.270 s 35.56 34.77 0 0 0 0 0 0 . 0 o 0.091 w 255 3.19 0 0 0 0 12 64 10A-m lGA,nn 1.091 w 4255 53.19 0 0 0 0 48 0 2163 244 2140 553 1A l= 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 11130 0.390 w 10.92 11.31 0 0 0 0 0 0 0 0 -648 C. . �16819md 0.049 - 1.37 2.57 _ 24 24 33 62 252 252 346 _- F 22A-td 0,989 - 27.69 0.00 24 _ 4 111 0 252 32 986 0 6 c)AED el ion -7 733 EJaelope losslgaln 423 320 4303 4681 12 a) N90ration 71 20 566 159 b) Roan ventilation 0 0 0 0 13 htemal galm: Occupants @ 230 0 0 0 0 Appllarcz4dher 0 2000 Subtotal Qhnes 6 to 13) 494 3401 4869 6840 Less external load 0 0 0 0 Less trarsfer 0 0 0 0 Redstddllon 0 494 0 340 0 4869 0 6840 14 15 Subtotal Dud look 25% 35% 121 119 25% 35% 1193 2382 Total room load 615 459 6062 g2227 Mr regldmd (cfm) 33 21 321 417 -4 4- wr7ght uft- 2013-Apr.23 11:16:23 RlghtSulte® Universal 2012 120.07 RSLUS101 Page 3 ...ersl0uIck CekalDccumerdalWdghtsox WACUYEY GUEST HOUSE.rup Colc=MJB Fmm Dmrfeces: eBridge Web Viewer — Page 3 of 17 DEPART24ENT OF HEALTH FI•:� xr.. tf a�,l.VJONSITE SEWAGE TREATIKENT AND DISPOSAL SYSTEM CONSTRUCTION PERMT CONSTRUCTION PERMIT FOR: OSTDS Repair APPLICANT: Gale Ivey PERMIT #:56SF-1479216 APPLICATION #: AN 116484 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR913717 PROPERTY ADDRESS: 220 Emerald Ave Fort Pierce, FL 34945 LOT: 5 BLOCK: SUBDIVISION: West Fort Pierce Estates PROPERTY ID #: 230980100050008 [SECTION, TONNSHIPJEANGE, PARCEL NUMBER) (OR TAX ID NUMBER] i i SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.B., AND CHAPTER 64E-6, P.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THEi APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM CONPLjAHCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T 1 1.050 1 GALLONS / GPD Septic CAPACITY A ( 0 1 GALLONS / CPD } CAPACITY N [ 0 ) GALLONS GREASE INTERCEPTOR •CAPACITY (MXXTKUM CAPACITY SINGLE TANX:I250 GALLONS] K [ ) GALLONS DOSING TANK CAPACITY I ]GALLONS e1 ]DOSES 'PER 24 MRS #Pampa ( ] D [ 834 1 SQUARE FEET Drainfield SYSTEM R [ O 1 SQUARE FEET SYSTEM A TYPE SYSTEM: ( ] STANDARD IX] FILLED ( ] MOUND [ 1 r I CONFIGURATION: ( ) TRENCH Is] BED [ ] N P LOCATION OF BENCHMARK: finish floor. Of patio I ELEVATION OF PROPOSED SYSTEM SITE 1 19,001 INCNE9 FT I ABOVE UELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE 1 22.00)1 INCNE3 FT ]I ABOVE BELOW !BENCNNARK/REFERENCE POINT I i D FILL REQUIRED: 115.00) INCHES EXCAVATION REQUIRED: ( 1 INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2/per bedroom). for i3 total /eesstimated flow O 09pd. ` ^�1�'., �r�jl % \p�y 16oL Reg T Required drdinfield area based on rule 84E-6.015(6)(c)2. J (� �( Ir` •'lJl+[' J� H Install a new drainfieW to achieve Drainfield size requirement. �"j S 1 The licensed contractor Installing the system is responsible for installing the minimum category of tank in accordance with E s.64E-6.013(3)(0, FAC. \:: —14,17� ' �j5•.C3 V&L'Z SPECIFICATIONS BY: MICNA L W STUMP. TITLE: �� Registered Septic Tank Contractor APPROVED BY; ��� TITLE: Environmental Specialist II St. Lucie Cm) Andm. R Q".e .. _. DATE ISSUED: OB/072013 EXPIRN(TION DATE: 11/052013 ON 4016, 08109 (Obsolatus all previous edition. which may not be used) i Incorporated: 64E-6.003, FAC i Page 1 of v 1.1.4 d 1116484 SEM0524) https://s2.ebridge.conVeBridge/3.0/webviewer/Viewer.aspx?ref--VxV5tSmRhAhU2g25cguvl HBpO%2fwVF... 4/9/2015 Web Viewer Page 4 of 17 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120,57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order, The address of the Agency Clerk is 4052 Bald Cypress Way, BIN,# A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-010.3`448, Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this'order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court, The notice must be filed within 30 days of rendition of the final order. https://s2.ebridge.com/eBridge/3.0/webviewerNiewer.aspx?ref--VxV 5tSmRhAhU2g25cguv 1 HBpO%2fwVF... 4/9/2015 Web Viewer Page 5 of 17 f St. Lucie County Health Department i i'JYi"tlri HEALTH 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: PERuiTa:56-SF-1479216 BILL ooc a:56-BID-2281519 CONSTRUCTION APPLICATION 1.AP1116a6< RECEIVED FROM: ASHTON SEPTIC TANKS,. INC. _ , AMOUNT PAID: $ 200.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 08/07/2013 MAIL TO: Gale Ivey FACILITY NAME: _ PROPERTY LOCATION: 220 Emerald Ave Fort Pierce, FL 34945 Lot: 5 Property ID: 23099010005000a Block: EXPLANATION or DESCRIPTION: QUANTITY FEE -1 - Surcharge (All) 1 $ 15.00 129 - OSTDS Construction Permit (Repair) 1 $ 55.00 131 - OSTDS Construction Application 8 Existing System E 1 ' $ _ 50.00 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 127 - OSTDS Construction System Inspection 1 $ 75.00 RECEIVED BY: HunterTM AUDIT CONTROL NO. 56-PID-2200446 aps://s2.ebridge.conVeBridge/3.0/webviewerNiewer.aspx?ref=VxV5tSmRhAhU2g25cguvI HBpO%2fwVF... 4/9/2015 u • 5V qRt• . x - ' eBridge Web Viewer Page 1 of 17 /3 vs" 0/ i 4-1]b APPLICATION e1116484 I STATE OF FLORIDA ;VERMIT o:56-SF-1479216 DEPARTMENT OF HEALTH DOCUMENT P:F1931012 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM •A� n�- CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:08/07/2013 G IF���EE PAID :200.00 iEccm i:56-PID-2200045 APPLICANT: Gale Ivey � � AGENT: PROPERT LOT: 6 SUBDIVISION: West Fort Piorce Estates IDY: 230080100090008 CHECKED (XI ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND HOST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] 1011 TANK SIZE (1] 1050.00 (2) [ 1 [271 SURFACE WATER FT 1 1 1021 TANK MATERIAL Concrete ( 1 1281 DITCHES FT 1 1 (031 OUTLET DEVICE [ 1 [291 PRIVATE WELLS 90 FT' 1 1 (041 MULTI -CHAMBERED I Y LJN [ 1 (301 PUBLIC WELLS FT. I 1 (05) OUTLET FILTER POIyIOk ( ] (311 IRRIGATIOti WELLS FT.. ( 1 (06) LEGEND 1. 70.143.10SC3 2. [ 1 (321 POTABLE WATER .FT. ( ] f071 WATERTIGHT [ ] (331 BUILDING INUNDATIONS 5 '1FT ( 1 1081 LEVEL ( ] [341 PROPERTY LINES 15 PT [ ] (091 DEPTH TO LID [ ] (351 OTHER -ET` DRAINFIELD INSTALLATION 1 FILLED / MOUND SYSTEM• ( ] I101 AREA [1] 900 (2) ` SQFT ( 1 1361 DRAINFIEL.D COVER- ( I (11] DISTRIBUTION BOX J 'HETiGER X [ 1 1371 SHOULDERS I 1 9121 NUMBER OF DRAINLINES 1.'ia,pQ',' 2. I 1 (30] SLOPES [ 1 1131 DRAINLINE SEPARATION [ ] 1391 STABILIZATION 11/O6/2013 ( ] (14) DRAINLINE SLOPE ( 1 1153 DEPTH OF COVER - ADDITIONAL INFORMATION ( 1 1161 ELEVATION I ABOVE / 'SLIAtr IBM 22_00 1 1 (40] UNOBSTRUCTED AREA ( J (17] SYSTEM L6N,ATION [ ) (411 STORIMTEV. RUNOFF I I [18J DOSING PUMPS ( 1 (421 ALARMS 1 1 1191 AGGREGATE SIZE [ 1 1433 293NTE7D1NCrE AGREEMENT I ] (20) AGGREGATE EXCESSIVE PINES [ ] (441 BUILDING I 1 ] (211 AGGREGATE DEPTH ( J (451 LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL ( 1 146) FINAL SITE GRADING ( 1 [221 FILL AMOUNT [ 1 (471 CONTRACTOi Mike S1uhr(Ashton Sepli6SB,. 1 ] 1231 FILL TEXTURE f 1 (49] OTHER INFILTRATOR E036 (Single Chsmb" ( 1 1241 EXCAVATION DEPTH ABANDONMENT [ ] (251 AREA REPLACED 1 ] (491 TANK PUMPED [ ) [261 REPLACEMENT MATERIAL [ ] (501 TANK CROSSED 6 FILLED Comments: Comments are on page 2. Colisnu0TION ( APPAOVEO / DISAPPROVED 1+ FI1UL SYSTEM I AYPAOVLD / DISAPPROVED nr ronmonfTa '�Ulisl7r�d'1'LilaTiw (trpl&nmtlon of vlolaelon. on to11w1ne pope) iSi CH 4016, 08/09 (Obaoletes all previous od Mons Which may not be used) Incorporated: 64E-6.003, PAC CHID DATE: 11/0M013 dthin S DATE: 11/13/2 13 Doge o 3 CND S E11 D+Ubato v1.0.1 APb116144 E101479216 https://s2.ebridge.com/eBridge/3.0/webviewerNiewer.aspx?ref--VxV 5tSmRhAhU2g25cguvl HBpOD/`2fwVF... 4/9/2015 ` eBridt?e Web Viewer Page 2 of 17 APPLICATION o;AP1116484 ' STATE OF FLORIDA :PEPMT r:56-SF-1479216 DEPARTMENT OF HEALTH 06JMEM #:FI931012 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 'q CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAxD:08/07/2013 j PEE PAID200.00 KEcexFT 0:56-PID-2200045 Vlclation Numbs Comment I Cevmanhn The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a Iota) estimated flow of 400 gpd. ,r:at DH 4016, 00109 (Obsolotoe all proyious editions which may not be used) Incorporated: 64E-6.003o FAC Page 2 of 3 EM Da4060 v1.0.1 AP1116191 EID1479216 https://s2.ebridge.com%eBridge/3.0/webviewer[Viewer.aspx?ref=VxV5tSmRhAhU2g25cguvl HBpOD/`2fwVF... 4/9/2015 MW 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone; (772)460-7751 Fax: (772) 460-4244 EmailAddress: cookmenard. uyahoo.com April 3, 2014 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ivey 220 Emerald Ave. St. Lucie County, Fl Permit # 1308-0188 To Whom It May Concern: Please be advised that our office has reviewed the Bahama Shutters at the above referenced location meets with our approval as well as the 2010 Florida Building Code. Respectffilly Submitted, Peter B. Cook Cook & Menard Architecture Inc. FLORIDA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NOJ1789 0 Planning & Development - •,vices Building & Code Regulation Division RE:C 2300 Virginia Ave IV Fort Pierce, Fl. 34982 AUG 212014 772-462-2165 Fax 772-462-6443 PER St. Lucie County, untY, FL I Request for 30 — Day Temporary Power Release Date: Permit Number: Property A dress: 212-0 Erne r0_l Cl Ave-. gcrc e. , TL mg i THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENTS IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above state purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNER SIGNAT / DATE GENERAL ►] ELECRICAL CONTRACTOMIIMATURE RECEIVED AUG- 212014 COOK & MENAIZD ARCHITECTURE INC. 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone; (772)460-7751 Fax: (772) 460-4244 EmailAddress: cookmenard alyahoo.com April 3, 2014 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ivey 220 Emerald Ave. St. Lucie County, Fl Permit it 1308-0188 To Whom It May Concern: Please be advised that our office has reviewed the Bahama Shutters at the above referenced location meets with our approval as well as the 2010 Florida Building Code. Respecffilly Submitted, Peter B. Cook Cook & Menard Architecture Inc. FLORIDA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NO.31789 NOTICE OF COMMENCEMENT ,e Permit No. I Z O V I g Tax Folio No. t�3C-' -�I - k'_ JOSEPH E. SMITH. CLERK OF THE CIRCUIT COURT State of Florida County of St. Lucie SAINT LUCIE COUNTY FILE C 3e66483 os,15.2013 at 01:17 PNI OR BOCK 3549 PAGE 25c4. 255J Dec T/Ge: NC The undersigned hereby gives notice that improvement will be made to certain r( RECORDNG 51e.00 the following information is provided in this Notice of Commencement. s if available): - It --. General description of improvement: NU7r►12.Y lr1 l-0-w %2LJL LJa Owner infortio or Le ee I rmation if the Lessee contracted for the improvement: Name LA _ Address off•' Y2. Interest in property: ' Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: 36-'�9 _ L� 5 C•o9roAc� r><-fm-I88 Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Phone Number: In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. l Under penalty of perjury, I declare that I have read the foregoing notice of commencement my knowledge and belief. A IV %Z�c-.34 (Signature of Owner or Lessee, or go Owne.y- v (Signatory's Title/Office) Lessee's Authorized Officer/Director/Partne The foregoing instrument was acknowledged before meetthis day of(�((�� , 20 By �U �Y as L / W N ZIP,— -- Name of Person , r Type of authority (e.g.officertrustee) Personally known —or produced Identifications (Signature of Q7gtary Public - State of Forida) v ,may i (Print, Type, of stamp Commissioned Name of Notary Public) Type of Identification produced�6t� - • r-. 4—_ PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave ---- ------ Fort Pierce, FL 34982 -- BUILDING PERMIT ----- - SIB=C6iVTR�1-CY'OR-SiiAEVlilitY w_ _. alp S :e -._.. u ill he using the following for the (Company/I h40 t3 ----- -------- - --- ?t_616 74Y )GA 1-11 e (Street � Gs r Property Tax 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 r Plumbing HVAC/ AWN —7 Mechanical Roofing - -Gas OFFICE USE ONLY: PERMIT 1 26 O IQ� ISSUE DATE: NUMBER: 1(� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Gale. have agreed to be the (Company NamcT r rxh 3am� Ele4rlc. sub -contractor for (Primary Contractor) for the project located at 2� 1CI'qJ& fide.. rcla" ie,-ce,.L ?j4gg5 (Project Street �r 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the individual shown on the Contractor's License) ORIGINAL SIGNATURES AREREQUIRED SIGN URATURE PB*NAi E 01 Ruainecs Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: hM PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (IfappHcabte): GOJf_ S. mc, 4, have agreed to be the (Company Name l l,Lrnpl nc sub -contractor for e_ �I (Primary Contractor) for the project located at ;A( 6Ywero lld. A.v¢-. I} ercc - tL -2Aqq (Project Str 2}dzres�s er 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES - -E Q 41 - D At t A Business Name: Address: City/State/Zip: Phone: 6-enerCi t AYf erc11e , L 35 4gL# 1�2'J10 S email: eJ4'QC1S = C(lt7D1rY-a4-tW DEVICE USE ONLY: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): G.-(° al-e. S . �[ have agreed to be the (Comp anyNamelln Narnaj-7 Qr, VI&r) I Cd sub-contractorfor ( (Primary Contractor) for the project located at aaLo err*r6J a Awe, •Trl�?Wzca (Project Sr 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY, Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicaple laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how Jo meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial I understand that if any person that•is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related pledical cost, which could include loss of wages during recovery from their injury. Initial _ To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zqn ng Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this dayof of20. Owner/Builder Signature STATE OF FLORIDA COUNTY OF tt The So oing instrument was ackn wledgedbefore me this ) S day of 2045 , by /e Ir:-Y iCLA who is personally known to me, or who has produciM- I f A . A Y— - t VI C as identification. . � h�a+-�— sin 4�oe�V �• ��Ll��l �'" " Signature o ary Ty or Print Name of Not ry (Seal) Title: Notary Pdblic Commission Number SLCPDSD Revised 07122/2010 ;SN11ii +? AUDREYB.HUMPHREY Vi r MY COMMISSION 4 EE 061159 mac. EXPIRES: March 6, 2015 Bonded Thor NotaryPuhllc Underxeters Planning& Development Services Department Building & Code Regulations Division 2300 Virginia Ave Fort Pierce, FL 34982 M-462-1553 - - - Ow. ner-Blinder--.-Affidavit lectrical=Contraefi rg _. DISCLOSURE STATEMENT F.S. 489.503 (6) EX MP.TIONS State law requires electrical contracting to be done by licensed electrical contractors You have applied for a hermit under -au exemptiontorthat he ezemptiori allows you as the owner bfyourproperty, to act as your,own electricai. contractor even though you do not.have a license You may install electrical wiring fora farm outbuilding or asingle family or duplex raGidP.nce ate;; �... . it et .�_<; - y no e: Y or sale or lease:. Ifyou sell o_ _ r.lease. more than one building you have wired yourself within 1 year aft@r the construction is complete, the law willpresume that you built itforsale or.lease, which is..a violation oftliis. exemption. You maymot hire an unlicensed person as your electrical contractor.-. Your construction shall.be'done according to building codes.and zoning regulations. It is your re§ponslbi$ty.to make sure that people employed by, you have licenses required by state law and.by county or municipal licensing ordinances: Failure to do so mayresult in a.liability for you! To qualify for this exemption under this subsection, an owner must personally appear andstgn the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and That I further. understand that.any violation; of.the terms of the owner/builder exemption shall beteported by the ` Community Development Director to the Florida State Department of Professional Regulation. Signed and acknowledged on -this-_ !. day of 20 ,� -7 -J L.. OWNER/BUILD STGNA STATE -OFFLORIDA _ COUNTY OF `. The foregoing instrument was acknowledged before me this day of•gp by &� . � who is personally known to me or as identification. �� �'- Y' �• ��•C .Signature Title' Notary Public Commission Number SLDPDSD Revised 7/23/2010 St. Lucie County Owner Budder Affidavit -Electrical Contracting ,�.k" AUDREYB.HUMPNREY MY COMMISSIDN9EE 061159 •--��'•.:� IXPIREB: March 5, 2015 qF Bwid�Thn�Notary PuhlicUndenvdters PLANNING & DEVELOPMENT SERVICES DEPARTMENT Ma_TJ � - BUILDING & CODE REGULATIONS DIVISION e 2300 VIRGINIA AVE - FORT PIERCE, FL 34982 - - GUEST HOUSE AFFIDAVIT - ---I hereby affirm that Building Permit # - -- L30B " O LR� �------------' -------- -- --! is to be issued for a guest house.which will not be used for rental purposes, seasonally or annually, under any circumstances. �VP_ t Print Owner's Name Signature of Owner STATE OF FLORID COUNTY OF ol� �/ �;/�r Theregom��fp ins me t was acknowledged before me this d15- ay of 20 b F�!_L( personally known to me — or who has pro aced M A P as identification. b Signature ofNotarV V V Commission Number Notary Stamp amia zm g N N � VR. 'I s� . SLCPDSD Revised 082420 10 Property Appraiser - St.Lucie G - :;tty, FL Page 1 of 1 PROPERTY RECORD CARD Gale S Ivey Record: 1 of 2 <<Prov Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 220 Emerald Av "%tiGIE00 ParcellD: 2309-801-0005-000-8 � Gyf Sec/rown/Range: 09 :35S :39E Account #: 13346 Map ID: 23/09S Use Type: SF Res r Zoning: AR-1 City/Cnly: Saint Lurie County Ownership and Mailing Legal Description Owner. Gale S Ivey WEST FORT PIERCE ESTATES -UNRECORDED PLAT IN SEC 9-35- Address: 220 Emerald Ave 39-LOT 5 (0.96 AC) (OR 746-1880) Fort Pierce FL 34945-2121 Sales Information Assessment 2012 Total Land and Building Dale Price Code Deed Book/Page 2012 Final: 81100 Land Value: 25800 Acres: 0.96 6/28/1991 100 01 WD 0746 / 1880 Assessed: 81100 Building Value: 55300 12/1/1975 5000 01 CV 0246 / 2116 Ag.Credit: 0 Finished Area: 2534 SgFI Exempt: 50000 Taxable: 31100 Taxes: 823.48 Exterior Features View: ExtType: HD+ - HD+ Grade: D+ -D+ SloryHght: 0010 - 1 Story Interior Features SedRooms: 3 FullBath: 2 1/2Bath: 0 %A/C: 100 Special Features and Yard Items Type YIS Qty. SDSF - SITE DEV S-F Y 1 BUILDING INFORMATION 111111111114 RoofCover. YearBlt: EftYtBlt: No.Units: Electric: HeatType: HeatFuel: %Heated: Units Qual. Cord. YrBlt. 1 AV AV 2001 SA - Asph Shingle 1976 1976 1 MX - MAXIMUM FHA - Fred HotAir ELEC - Electric 100 Land Information No. Use Type 1 0100-SF Res RoofStmct: Frame: PrimeWall: SecWall: PrminlWall: AvgHUFI: Prm.Flors: %Sprinkled: GA - Gable WS - Wood/Sheath DW - Drywall STD CU - Carpet 0 Type Measure Depth 225 -Front Ft 140 300 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/pre.asp?prclid=230980100050008 8/15/2013 OFFICE USE ONLY: DATE FILED: l T REVISION FEE: 1. 01 PLANNING & BUILDING & CODE REGUL, 2300 VIRGINIA AN FORT PIERCE, FL 3� (772)462-1553 APPLICATION FOR BUI PROJECT LOCATION/SITE ADDRESS: 70 /&Y)E'�P lh fh/E FT /° E.QeF . F/ .3<J9lLs DETAILED DESCRIPTION OF PROJECT REVISIONS: llk-iY'E A en-rn nl ,a,-W� yE0'E.e 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: NAME: 9/0/E 5 71/EU ADDRESS: e120 E 6 CITY: yr' iE .2n6 STATE: _ PHONE: 77A- 3IV • 7941 .5. ARCHITECT/ENGINEER INFORMATION: NAME: C00R * Ac1P� �i,�rrho ADDRESS: 50& . Fl� EVE CITY: _r-q� , STATE: PHONE (DAYTIME):/702b p^ % 7S/ SLCCC: 923/09 Revised 04262010 ST. LUCIE COUNTY CERT. #: FAX: ZIP: ZIP: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRJCTION PERMIT - CONSTRUCTION PERMIT FOR: OSTDS Repair - APPLICANT: Gale Ivey PERMIT 4:66-SF4479216 APPLIcATIoN #:AP1116484 DATE PAID: ..FEE PAID: RECEIPT,#_: DocummT #: PR913717 PROPERTY ADDRESS: 220 Emerald Ave Fort Pierce; FL 34945 LOT. 5 BLOCK. suBDrvisxoN-. ' West Fort Pierce Estates PROPERTY ID $: 230980100050008 '[SECTIONi, TOWNSHIP., RANGE,. PAxceL-NOMBER] . ......_. .. - [OR -..TAR -ID NUMBER] SYSTEM MOST BE CONSTRUCTED. .IN ACCORDANCE WITH SPECIFICATIONS ,AM STANDARDS OF - SECTION 381.0065, F.S., AND CHAPTER;_-.,-64E-6, F.A.C. DEPARTMENT. APPROVAL -,OF SYSTEM.:, DOES,• NOT:_- GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD _OF;.. TIME. ANY CHANGE IN MATERIAL, FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE ' OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING 1. MADE NULL AND- VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH, OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 1 GALLONS / GPD septa CAPACITY A [ 0 ] GALLONS / GPD CAPACITY N I 0 ] GALLONS GREASE INTERCEPTOR CAPACITY [MA%IMCM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANS. CAPACITY [ ]GALLONS @[ ]DOSES PER 24 ERS #Pumps [ ] D [ 834 1 SQUARE FEET Drainfield SYSTEM R [ 0 1 SQUARE FEET SYSTEM A TYPE SYSTEM: [ 1 STANDARD 1XI FILLED [ I MOUND I CONFIGURATION: [ 1 TRENCH [xl BED [ ] N F LOCATION OF BENCHMARK: finish floor of patio I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D 0 T E E r R 16 [ I [ 19.00] II7CBHa FT I I ABOVE4pELOJBENCHM11RK/REFERENCE POINT [ 22.00I[ INCHES FT ][ ABOVE /�BENCBMARK/RRRRRRNCE POINT L REQUIRED: [15.001 INCHES EXCAVATION REQUIRED: [ - -]. INCHES is system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow 400 gpd. equired drainfield area based on rule 64E-6.015(6)(c)2. stall a new drainfield to achieve Drainfield size requirement te licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: MICHAEL W STUHR TITTLE: Registered Septic Tank Contractor APPROVED BY: TITLE: Environmental Specialiat II Andy R Gat .d DATE ISSUED: 08/07)2013 DH 4016, 08/09 (Obsoletes all previous. editions which may not se Incorporated: 64E-6.003, FAC v 1.1.4 A 1116484 5243 St Lucie CED ;: 11/052013 Page l of 3