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Permit 1840 Live Oak Ln (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032023 Date 1/20/06 Property Address . . . . . . 1840 LIVE OAK LN Tenant nbr, name . . . . . . RELCE WINDWS W/ OSB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20075 Owner Contractor ------------------------ ------------------------ VANDE GUCHTE, MAARTEN AMERICAN WINDOW PRODUCTS 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 185 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 20075 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 185 . 00 185 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 185 . 00 185 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING ZONING DEPARTMENT Higgins S 800 erninole Road �rr Atlantic Beach,Florida 37133 (904)247-5800 (904)247-5845 Fax wwwxoab.us PLAN REVIEW COMMENTS 6(0 1 5 rl Permit Apptication # 0/1- Property Address: /84 D L i 00,k, k anf-) Applicant: ft"LI) �r D Ck Project: This permit application has been: ZApproved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: Doc # 2006015601, OR BK 13009 Page 285, Number Pages: 1 , Filed & Recorded 01/13/2006 at 12:28 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. State of Florida county of i r The'undersigned hereby gives notice that Improvements will be made to-certain real property.,and In accordance with section 713.13 of the Florida Statutes,the following,information is provided in this NOTICE OF COMMENCEMENT. Legal descd tI in o We Street Address, 112nzo D c 4pro erty(Inc If available ;�,"7- tl e-, 5e,I VR 6L 1-1 y) i 4- i 12C 1?5 General description of Improvements Owner Mcto-g-feh van ye: Address 129E 14ye, Cal- Lwig (14-L Pl,. Owner's Interest in site of the Improvement Fee Simple Tite holder(if other i Name Address contractor Address Avg, W4- 75/- 22�1-7 Surely jACK12NVILLE,FL 32207 Address Amount of bond$ AnV person making a loan for the construction of the Improvements: Name Address Person within the State of Florida designatedby4wner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7, Florida Statutes. Name Address In addition to himself,owner designates Of to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date Is specified) Sipat=o(dK"Cf Printed N of Notary Rubber.Stamp Seal 16vi mlied'upon'thc'fbil6win&WcWflcadon.of the Afflant Swornto*endsub 4beforemethi 01 M20 LC :et.—, — N Wy I J djw 0 F�Jde.,C Prino "'Ity pt"e BETTY FELDER My COMMISSION 4 DD 239510 EXPIRESi 0ecember 7.2007 q ,Bonded Thru Budget Notafy servtce� OF F� qzq-os- + 9,:-?z-os CITY OF ATLANTIC BEACH ANE SHUTTERS WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRIC Date: Job Address: 19* Li've, 06LIC La�e, Ownenm axwe-A?4 1��n 7�� Address7fi* 404, O&L (WU, Phone: �24q - 3309C) Legal Description: Block Number: Lot Number: Zoning District:—eW,!A6L UaXAA-a— Contractor: AMERICAN WINDOW State License Number: 0,PX125120-1 PRODUCTS,INC. Address: i633POWERS A3.1 E. Phone: City: JACKSONVILLE,FL 32207 State: Zip: Fax: -7-51 - Describe proposed use and work to be done: ds6 Present use of land or building(s): �C e nidrA-&J Valuation of proposed construction: L0176-- 00 Is approval of Homeowner's Association or other private entity required? IVA If Yes, Please submit with this application. Required Building Data: 5ee_ 0A+6&--he4 Mean Roof Height ft) Building Width (ft) Building Length (ft) Roof Slope Window Height (ft) Window Width Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height 4/V 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page I Revised 1127/03 Procedure: In order to expedite issuance of permits provide all information as appropriat Incomplete applications may result in delay in issuance of permit' In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby cer*that all information provided with this application is correct. Signature of Owner. Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and c d that the plans and supporting data have been or shall be provided as required Signature of Contractor: Date: i/ari— Address and contact information of person to receive all corTespondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 92005 State of Florida,County of Duval +0��Ay P% BETrYFELDER My COMMISSION#DO 239510 Notary's Signature: EXPIRES:December 7 2007 -T E5-Personally known OF P. Bonded Thru Budgoi.N(�ary��Iices Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 21 of 206 20 6 State of Florida,Coun!X pf Duval BETrY FELDER My COMMISSION#DD 239510 Notary's Signature: EXPIRES:December 7 2007 A140"oo: Bonded Thru Budget Notary&rvices 2511"Personally known Produced identification Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/27/03 q.2q- 057 SK.,rCH/AREA TABLE ADDENOUM -e q00-05 File No 21094 PropertyAddress 1840LIVEOAKLANE City ATLANTIC BEACH County DUVAL State FLORIDA Zip _32233 Borrower LendeaClient Aepraiser Name 0 1 A 17 'el—vLf A 33.01 19 0., f 41 LO Screen )ECOH 1.i�.' Porch Family LO Bedroom woo 5.5' Master 19,51 C: Bath NOOK Bedroom 6 a t h LOF C\i TT 4eq-1", Kitche 1/2 It"400" Bedroom 0 u- GARAGE-2 5) Iq c: K LK it, n 7 9.0 R J V E D LA,v I)C BEACh 6.5' Mc:L 24.5' BUILDING OFFICE JAN 18 2006 BY: Florida BUiIL,ng Code Online Page I of 2 WA PRODUCT APPROM Prodtict Type Detail r Overview Product.Search Organization Product Search A lication User: Public User -Not Associated with Organization- Need Help? Application#: FL3 3 1-R2 Date Submitted: 08/03/2005 Code Version: 2004 Product Manufacturer: PGT Industries Address/Phone/email: 1070 Technology Drive Nokomis,FL 34275 (941)480-1600 Technical Representative: Lucas A.Turner Technical Representative 1070 Technology Drive Address/Phone/email: Nokomis,FL 34275 (941)480-1600 ltumer@pgtindustries.com Category: Exterior Doors Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Section Standard Year Building Code: ANSI/AAMA/NWWDA 1997 101/1.S.2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Authorized Signature: Lucas Turner ltumer@pgtindustries.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID-33 I—R2-1_FTL-3473.pdf Product Approval Method: Method I Option A http://www.floridabuilding.org/pr/pr�_detl.asp?IPT=331&RV=2&fm=ROSrch 1/11/2006 Florida Building Code Online Page 2 of 2 Application'Status: Approved Date Validated: 08/03/2005 Date Approved: 08/24/2005 Date Certified to the 2004 Code: Page: [§� Page I/1 App/Seq Product Model#or Model Limits of Use # Name Description 331.1 SWD-100 Aluminum HGD-LC40-37x8O Cabana Door SoCated Copyright and Disclaimer 02000 The State of Florida.All rights reserved. MIR WE air Y b ht�p://www.floridabuilding.org/pr/p�_detl.asp?IPT=3 3 1&RV=2&fin=ROSrch 1/11/2006 Quality Accuracy Assurance Fenestration TestingIALboratory, Inc. 1677 West 31st Place Hialeah, FL33012 Phone: 3051819-7877 Fax3051819-7998 e-mail:ftldade@aol.com www.ftl-inc.com Z *4 Lab.Number 34734 V, June 28,2002 0 Report Number 35 �4 File Number 02-116 Pagel of`4 A-5004 OFFICIAL TEST REPORT MANUFACTURER: P.G.T. Industries,111C. DESIGNATION: HGD-LC40 37 x 80 ADDRESS: P.O. Box 1529 SPECIFICATIONS: AAMA/NWWDA Nokomis,Florida 34274 101/l.S.2.-97 DESCRIPTION OF UNIT Model Designation; Series: SVID 100 Cabana Door; Aluminum Out-Swinging Entrance Door with Fixed Window Incorporated Overall Size: 3' 1 V.2"(37 1/2")by 6'8"(80")high by 2.095"deep Overall Size of Fixed Window: 2'3 3/4"(27 3/4")by 5'3"(63")high by 2.000"deep Configuration:X No.&Size of Panels: One,2' 11 1/4" (35 1/4")by 671/2"(79 V2")high MATERIAL CHARACTERISTICS Frame Construction: Test unit has a flange type frame, butt joints with a beige and white coated finish. Aluminum alloy is 6063-T5. (Entronce Door), Frame comers are tabbed over Threshold has a mill finish and the overall interior height is I".Size of frame members are as follows: fi-ame head 2.255"by 0.895"by 0.750",threshold 3.125"by 1.000" by 0.050"wall thickness;frame jambs 0.875"by 2.095"by 0.975". (Fixed Window),Frame comers were fastened with two No. 8 by 3/4" pan head sheet metal screws . Size of frame members are as follows: frame head, frame sill and frame jambs, 0.844" by 2.000" by 0.062" wall thickness. Frame members are solid extrusions with typical wall thicknesses of 0,045",except where noted. Panel Construction:Panels have butt joints and a beige coated finish.Alurninurn alloy is 6063-T5. Panel comers were fastened with four No. 8 by V pan head sheet metal screw. Size of stiles and rails are as follows: top and bottom rails 4.187" by 1.720" by 1.865" by 0.050" wall thiukiless-,jamb stile and lock stile 4.195" by 1.750" by 4.255" by 0.065" wall thickness, Panel members are hollow extrusions. Glazing: Material:Fixed Window,3/16"tempered glass Method:Fixed Window,interior glazed with 0.360"glazing penetration using a clear colored silicone and an aluminum channel glazing bead with an adhesive foam between bead and glass. Glazing bead was fastened to frame head and frame sill with a single row of No.6 by 7/8"flat head self drilling screws and to frame jambs with the same installation screws. Location of fasteners are as follows: frame head and trame sill from the left,4", 14"and 24". Daylight Opening:Fixed Window,clear opening offixed lite,25"by 60 1/4"high, Weatherstripping: (Entrance Door) _uanfiry Description Location Single row tabric coated foani at frame head and frame j ambs Single row vinyl bulb at frame sill Hardware: (Entrance Dow) 11(intitV Description Location One dead bolt lock,with no I.D. marks ke.N.olicrated at pancl lock stile,44"from bottom on the exterior and thumb turn on the interior THIS REPORT IS SUBMITTED FOR THE EXCLUS IVE USE OF THE CLIENT TO WHOM IT IS ADDRESSED ITS APPLICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT NECESSARILY INDICATIVE OF THE DUALITIES OF APPAIIIENTLY SIMILAR OR IDENTICAL PRODUCTS.PUBLICATION OF STATEMENTS.CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS OR OF ANY OF OUR SEALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSIOK IS PROHIBITED, Lab.Number 3473 t- June 28,2002 IT Report Number 35 File Number 02-116 2.61 Page 2 of 4 A-5004 MATERIAL CHARACTERISTICS Hardware:(Entrance Door)continued: 11011fily Desc!�Etion Location One conventional door knob, with no I.D. marks key at panel lockstile,36"from bottom operated on the exterior and thumb turn on the interior Three 4 1/4"long aluminum three piece butt hinge, at right frame jamb 10 1/2",40"and 70"from bottom with no I.D.marks Two steel strike plate,with no J.D.marks at frame jamb,36"and 44"from bottom Four 19/16"by 4 7/16"long plastic end cap at panel lock stile at each end Four 3 3/8"long plastic plug at panel lock stile at each end Weepholes:None Muntins:None Mullions:None Reinforcement:One 1 1/4"by 2 Y2"by 26 3/4"long wood block inside top and bottom rails. Sealants:Lower panel comers were scaled with a clear colored sealant.Fixed window,frame comers were sealed with a white colored sealant Installation screws were scaled with a black colored silicone. Pads:None Screen:Not applicable Additional Description:Unit has one 28 1/4"by 9"high by 1 1/2'deep,alurninurn panel,drawing No. 1518.Panels were filled with styrofoam. Unit tested with one plastic kick plate cap,drawing No. 1519,below fixed lite,secured to panel with a clear colored silicone. Unit Installation: Test unit installed in a 2 x 12 wood test buck using a 2 x 4 pressure treated buck strip. (Entrance Door), Frame installed with a single row of No. 10" by 2" flat head sheet metal screws in frame sill and frame jambs. (Fixed Window), Frame jambs installed with a single row of No. 6 byl 1/2" flat head self drilling screws. Location of installation screws are as follows: (Entrance Door), frame sill from the left, 6", 18 Y2"and 29 '/3"; frame jambs from bottom,9",34",46"and 66'/2".There were no installation screws in the frame head. (Fixed Window), frame jambs from the bottom,4", 18",32".45 '/2"and 59'/2".There were no installation screws in the frame head and frame sill. Product markings:None OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.2 Air Infiltration Test:(ASTM E283-96) Passed at 1.57 psf 0.07 cfm/sq.11.(1.28 cmhlm2) 0.3 (5,49)maximum Note: The tested specimen meets or exceeds the performance levels specified in specification reference for air infiltration. 2.1.3 Water Resistance'rest: (ASTM E547-96/E331-96) Passed no leakage . 6.20 psf(297 Pa) 3.7S(180)minimum 2.1.4.2 Uniform Structural Load Test: (ASTM E330-96) Passed Positive Load 60.0 psf(2873 Pa) 37.5(1796)minimum Deflection Permanent Set Reading at fraine jamb 0.138"(3.51 nun) None Reading at frame sill 0.094"(2.39 aim) None Reading at fi-ame head offixed lite 0.167"(4.25 mm) None Lab.Number 3473 June 28,2002 Report Number 35 f File Number 02-116 On r Page 3 of 4 A-5004 OFFICIAL TEST RESULTS 0 z0 Z Paragraph Number Title of Test Measured Allowed 2.1.4.2 Uniform Structural Load Test: (ASTM E330-96) Passed Negative Load 75.0 psf(3 591 Pa) 37.5(1796)minimum Deflection Permanent Set Reading at frame jamb 0.147"(3.74 mm) None Reading at frame sill 0.103"(2.62 mm) None Reading at frame head of fixed lite 0.235"(6.61 mm) 0.005"(0.12 mm) (Fixed Window) 2.1.8 Forced Entry Resistance Test: (ASTM F588-97)Manipulation Test No Entry Passed (Entrance Door) Forced Entry Resistance Test: 4.1.1.1 300 pound concentrated load perpendicular to plane of glass within 6"of lock No Entry Passed 4.1.1.2 300 pound concentrated load perpendicular to plane of glass within 6"of the top of panel lock stile No Entry Passed 4.1.1.3 300 pound concentrated load perpendicular to plane of glass within 6"of the bottom of panel lock stile No Entry Passed SECTION 4,OPTIONAL PERFORMANCE CLASS: 4.3 Water Resistance Test:(ASTM E547-96/E331-96) Passed noleakage 6.20 psf(297 Pa) 4.50(215)minimum 4.4.2 Uniform Structural Load Test: (ASTM E330-96) P&-,qed Positive Load 75.0 psf(3591 Pa) 45.0(2155)minimum Deflection Permanent Set Reading at frame jamb 0.138"(3.51 nun) None Reading at frame sill 0.094"(2.39 mm) None Reading at frame head of fixed lite 0.167"(4.25 mm) 'None Uniform Structural Load Test: (ASTM E330-96) Passed Negative Load 7 5.0 psf(3 591 Pa) 45.0(2155)minimum Reading at frame jamb 0.147"(3.74 mm) None Reading at frame sill 0.103"(2.62 mm) None Reading at frame head of fixed lite 0.235"(6.61 mm) 0.005"(0.12 nim) Note: At conclusion of above tests,there was no apparent damage to unit,glass oi-fasteners. Lab.Number 3473 June 28,2002 Report Number 35 File Number 02-116 Page 4 of 4 A-5004 lZ Z continue& Temperature: 76.0 F Barometric:29.83 Test Began-June 3,2002 Test Completed-June 5,2002 Report Expires-June 3,2006 Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and the performance requirements (paragraphs as listed) of the above referenced specifications.As per manufacturer,unit complies with section 3,material and component requirements. Detailed assembly drawings showing wall thickness of all members,comer construction and hardware application arc on file and have been compared to the sample submitted.A test sample will be retained at the test laboratory.A copy of this report and detailed drawings will be forwarded to the Validator. Note: When load tests are performed on test specimens,they are covered with a 1.5 ml plastic sheeting to seal from air leakage,however,this has no effect on the test results obtained. Witnessed by: FENESTRATION TESTING LABORATORY,INC. Mr. Luis Figueredo, P.E. Mr.Jeff Marquarat Mr.Sam Bryant Roberto Ro eto ger Laboratory Technicians: Testing M a Wilfredo Arencibia Author of Report Maricruz Ayala /- P.G.T. Industries 2-ALI Florida Building Code Online Page I of 3 2� PHODUCIT APPRO"L Product Type Detail r 'i r 'i r 'i r I Overview Product Search Organization Product Search A Aication User: Public User -Not Associated with Organization- Need Hel Application#: FL243-R3 Date Submitted: 11/18/2005 Code Version: 2004 Product Manufacturer: PGT Industries Address/Phone/email: 1070 Technology Drive -:Elm Nokomis,FL 34275 F_Mum�� (941)480-1600 Technical Representative: Lucas A.Turner Technical Representative Address/Phone/email: 1070 Technology Drive Nokomis,FL 34275 (941)480-1600 Itumer@pgtindustries.com Category: Windows Subcategory: Fixed Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year TAS 202 1994 TAS 201,202, 1994 203 Certification Agency: Miami-Dade BCCO-CER Quality Assurance Entity: Validation Entity: Authorized Signature: Lucas Turner Itumer@pgtindustries.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID—243 R3 I 03-0508-Ol.pdf PTID—243 R3 I 03-0508-02.pdf PTID—243 R3 I 03-0508-03.pdf PTID-243—R3-1-03-1105-Ol.pdf http://www.floridabuilding.org/pr/p�_detl.asp?IPT=243&RV=3&fin=ROSrch 1/11/2006 Florida Building Code Online Page 2 of 3 PTID—243—R3—I—03-1105-02.pdf PTID243R3105-0725-1 i.pdf Product Approval Method: Method I Option A Application Status: Approved Date Validated: 11/18/2005 Date Approved: 12/06/2005 Date Certified to the 2004 Code: Page: Page I/1 App/Seq Product Model#or Model Limits of Use # Name Description [Please see Miami-Dade C County Notice of cceptance (NOA)#05- 243.1 F-6000 (Non-Impact, PW Aluminum Fixed 0725.11 for product and Shapes) Wridow performance information, anchorage details, and anchor type, size, and spacing information. Please see Miami-Dade County Notice of PW-701 (Impact WnGuard Acceptance (NOA)#03- 243.2 Resistant, PW and Aluminum Fixed 1105.01 for product Shapes) Wridow performance information, anchorage details, and anchor type, size, and spacing information. Please see Miami-Dade County Notice of WnGuard Acceptance (NOA)#03- 243.3 PW-701 (Non-Impact, PW Aluminum Fixed 1105.02 for product and Shapes) Window performance information, anchorage details, and anchor type, size, and spacing information. Please see Miami-Dade County Notice of Multi-Story Acceptance (NOA)#03- 243.4 PW-820 (Large Missile luminum Fixed 0508.03 for product Impact) indow performance information, anchorage details, and anchor type, size, and spacing information. Please see Miami-Dade County Notice of Multi-Story Acceptance (NOA)#03- 243.5 PW-820 (Non-Impact) luminum Fixed 0508.02 for product indow performance information, anchorage details, and anchor type, size, and spacing information. Please see Miami-Dade County Notice of PW-820 (Small Missile Multi-Story 0�cceptance (NOA)#03- 243.6 Impact) Aluminum Fixed 0.508.01 for product ndow performance information, anchorage details, and anchor type, size, and http://www.floridabuilding.org/pr/pr�_detl.asp?IPT=243&RV=3&fm=ROSrch 1/11/2006 Florida Building Code Online Page 3 of 3 Ispacing information. Copyright and Disclaimer;02000 The State of Florida.All rights reserved. http://www.floridabuilding.org/pr/pr�_deti.asp?IPT=243&RV=3&fm=ROSrch 1/11/2006 MIAMI-DDADE MIAMI-DADE COUNTY,FLORIDA M METRO-DADE FLAGLER BUILDING BUILDINC CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O.Box,1529 Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may' immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series PW-701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 423 1, titled"Aluminum Fixed Window", sheets I through 8 of 8, prepared,signed and sealed by Robert L.Clark, P.E.,dated 8/22/0 1,bearing the Miami-Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Non-impact& Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approvcd",—un less 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 tertnination 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 cntircty. 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#01-0102.01 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-0701.07 Expir2tion Date: September 13,2006 Approval Date: July 12,2002 Page I jRQ c SEE L o660 19-'64 sq )CH. AreO Gu mgirnurn -P-\-�—0 1 X 96 (t. EN FLAIS ft. 48 eo 30-28 Elo ps 21 65 urn AfeO M091 Cod Uli —AL c up%t— Dim 47" fl. I Sq- 96 24.6 Dxirnurn Ar'o ey wW-ol e.AW RED GLASS A &'--:8/13/0' I'v AN pC 47 ft. 7 16 4231 c 9 24�47 otm- TjONSI DO EVA j ED reO CL moirinurn I'll.: NUM- d NTS DOS �\NINUY-t Uc 6 'Acg -701 3U UPONJ LAMI) ILE R 0 SIREN sli'-�—�.'ImTr 16 HEAT 00GY'275 GE NAIED W/INTE L""ER 90/3/ 070 5�FL LAMI .0 r 7/16' IREN'1�ENED/ ANNEALED) I GLAZING:RATIONS: 0 TING: H CAT s GU URE RA F (3/16 EC)/.090/3/ 2.) co'll, PRESS PS 6" ANNEA- D,Str'N 60. Pg (3 1 3.) PSf & - .9 _56. '000 +60-0 'se �CING: 12 +36'0 PS tAAXI 1 ul C M WELDED 4,) OCHOR S R BE 5 -2797 No SHUTT j INT5 I L 5.) No FRA REP RI 6.) ALL RE E TEST RE 7.) REFERE T ------------ -�o 40' ---- -------------- TRAPEZOID EYEBROW 48" x 96" 96 11 x 48" QUARTER CIRCLE Maximum Area JO.28 sq. ft. Maximum Area 30.24 sq. ft. 68" X 68" Maximum Area 25.22 sq. ft. ---------------- -----------—---------1 4 01 A =.2t 02-0 40'.. - ---------—-------------—------ ..I C N --------- RECTANGLE OCTAGON 48" x -96" Maximum Area 32.00 sq. ft. APPrOIJEO AS COMPLYING%MIH TKE 60" x 60" �Ou ;FIT TITV OOE Maximum Area 20.71 sq. ft. ------------------------------------------------- omowc C I NCE OFFICE HALF CIRCLE 96" x 48" 7 R.....�AHN Maximum Area 25.13 sq. ft. �310 1�REOR Descfipft� INDUSTRIES ELEVATIONS, 7176 LAMINATED GLASS LARCE MISSILE IMPACT WINDOWS 1ALUMINUM FIXED WINDOW CONT. Roben L.Clark PE 1070 TECHNOtOGY DRAW P.O. Box 15 irs Z9 T7PE 039712 NOKONS.n 34275 NOKOA(IS.ft 34Z74 I Spw-7o i ,e, PA' J A T HEXAGON 60" BETWEEN FLATS FULL CIRCLE Maximum Area 21.65 sq. ft. 060" Maximum Area 19.64 sq. ft. ------------ E-=----E--- DETAIL C SEE SHT. 7 ARCH. --------------------------- t--------------------------------- 60" x 120 FAN ELLIPTICAL Maximum Area 47-32 sq. ft. 120" x 48" 120" x 55" Maximum Area 31.46 sq. ft. FRODUE-l'REVINEr, Maximum Area 35.20 sq. ft. Sawlat;CP& Am,g#�No 01-0�0t.01L APPROVED AS COMMY04WAIM TIT FAPI-11..f.UtZ�— , 01, SOuTF1 fLOMDA W&DINO CODE e14,pp-1, 11 F_, "13 M 0*&PW.,r w-1 ROD NON—IMPACT WINDOWS V) GLAZING. 3116" TEMPERED JR—d ey.r R—,—.: 2,) CONFIGURATIONS: 0 13'.-ey:F.K "*8/1,3/0; REORAWN J.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. a or 8 4�) ANCHOR MAXIMIM SPACING: 12-000- INDUSTRIES ELEVATIONS, �Z16 TEMPERED GLASS MW 5,) SHUTTERS REQUIRED AT-ALL INSTALLATIONS ALUMINUM FIXED WINDOW 6.) ALL FRAME JOINTS TO BE SEAM WELDED Rubtri L,Clark,RE. .'4' S.", I Q,-9 N. PE#39712 1010 Ircw4tocy DRNr PO.Box IS29 7.) REFERENCE TEST REPORTS� FTL-270, 2?'80 & 2816 Structural MOKOANS. rL J4275 NOKOWS. rL.3$2,14 1 SID% .3-, 8 1 _4231 C -------- -- 30 L------------------------------------- ----------------------- EYEBROW ------------- TRAPEZOID 74 x J 7 60" x 120" Maximum Area 17.8,3 sq. ft. QUARTER CIRCLE Maximum Area 43.75 sq. ft. 68" x 68 Maximum Area 25.22 sq. ft. --------- --PI)h,9 fib tht FlP,idv nldi.R Cd, 01, -------—------------- - --------- RECTANGLE 60" x 120" APPROVED A�COMPLYING%MTN THE OCTAGON Moximum Area 50.00 sq. ft. SOUr"�fflj6jLO�jffOE 0 60" x 60 By Maximum Area 20.71 sq. ft. PROD TC TROLDIViSION ---------------------------------------------------------- SUIL=- CC)DECOWUANCEOFC ACCEPTANCC No,C)t HALF CIRCLE 120" x 60" D—.By F.K. [!'-811 j10 REDRAWN Maximum Area J9.27 sq. ft. D—npl— C-4- I DUSTRIES ELEVATIONS, 3116 TEMPERED GLASS ral: Arl X,//,- A c L UMINUM FIXED WINDOW J'V..I NON—IMPACT WINDOWS CONT. Oark,PE 1070 TECtINOLOGY ORNE '0 .0, 1-12-' PE#39712 NOKOMIS,FL 34275 NOKOMIS 214 3/16*HEX Ha IAPCON OR J/16'rtAr NO. TAPCON(CSINK REO'D) I-1/21.Ulm &)CK 114^SHIM SPACE AIAX.-, H /Z Lj SHIIJ SPACE MAX, 112 PAN HW �--.60J CLASS WE WOOD SCREW UW 1-114 WNW NOTH SEE SHEETS I THRU 4 A4AXWU HEIGHT SEE SHtr I 7HRU 4 5EC-TION d-B TYPICAL SECTIQN 7/16-LAMINATED OR ALTERNATE INSTALLATION INTO CONCRETE 3/16 1EMPERED CLASS NOTES: IAOXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS I THROUGH 4 OF' & 6 2, REFERENCE TEST REPORTS, FTL-276J, FTL-2780, FTL-2797 & FTL-2816 10 /"Eo 10 4 3/16-HEX No. 7XPCON PRODUCT IIEVISLO "9"PlAng-fth ch. OR J/)5*nAr Ho. TAPcoN (csw REoo) 80ifing Cd, pprovED AS COMPLYING%%IT THE .10 Amvlc,�tic, SOUTII FLORIDA DURONG COM Expims.4 I�Iate T114'SHIM MAX l%j T ROL DMSION G CODE COMPLIANCE Of F'CC T ma No-Q-:DW'L-CAl 1-114 )61114� R-4&"100, R.--. REDRAWN INDUSTRIES SECTIONAL & ANCHORAGE VIEWS SECTION A-A MW 5e ALUMINUM FIXED WINDOW TYPICAL SECTION Robca L.Oark,FE� -------- INSTALLATION INTO CQNCRETE AT SILL WOOQ AT HEA PE#39712 1 o'—.9 N.. structural Im mcwaocr Dw P.a Box wsF 11 J42115 NOKOMIS,n,J4274 PW-701 NTS 5.1 81 42J I C I Is- BILL UK. PART I DESCRIPTION 1 612242 FRAME HEAD, SILL & JAA48 6063—T5 At-- -500—� —*T 2 6533402 U—CHANNEL GLAZING BEAD 6063—T5 Ar-5JJ402 I 1 7834 18 x 314 PN PH SMS SPENCER OR n688 4 62899CI62501C SILICON BACK BEDDING DOW/G.E. OR 5 61412K CLOSED CELL FOAM TAPE FOR 3116 CLASS TAPE SPECIALISTS Of Ft OR = ,062-0-4 — — 1 6 62SV1510 CLOSED CELL FOAM TAPE FOR 7116 CLASS WE SPECIALISTS OF ft OR = PW- 701 U-ICHANNEL 7 5SA455W SEAM SEALER SCHNEE/MOREHEAO OR SM5504 GLAZING BEAD 8 31;5 TEMPERED GLASS TRIPLE DIAMOND CLASS OR 9 SEE NOTE 7116 LAMI (.187HSI.0901,187HS) TRIPLE DIAMOND CLASS OR 10 7PWSW 16 x 718 FL� PH TEK SPENCER OR = 11 SEE NOTE 7116 LAMI (187AI.0901.187A) TRIPLE DIAMOND CLASS OR NOTE. ITEM 9 & I I USES DUPONT BUTACITE PV8 INTERLAYER ,062--� 00 L5 1 00 —WW A..I= pft."rf VISIBLE LIGHT CALCULATION vv I ry 2�784 WINDOW WIDTH "TIP TO TIP" .100 WINDOW HEIGHT "TIP TO TIP" 3.00" APVF.OV[O AS COMPLYING W01 TK �,OIITH fLOnfOA WILOING CODE PW- 701 FRAME ITO T ITqOL OMSION It-I=�m EXTRUSION RUILFIXr CODE COMPLIANCE E o-ar ..w F.K. IREDRAWN T Vscpi— EXTkUSION PROFILES & RO.M. tf�, ALUMINUM FIXED WINDOW REFERENCE TEST REPORTS: FTL-276J, F7L-2780, FTL-2797 & 2816 Rob�rnt 0-ark,F.E, 1,, 1 Sh..I� -9 N., PE 939712 im rrawmoar oms PO.BOr 1529 6.1 4231 Structural MOKOWS.fZ 34M NOKWS.n J4274 ITS I J116'ANNEALED 090 INTERLAYER ANN64LED or 3116"HEAT .090 WTERLAYER J/16-TEUPERE0 S7RENG7hEJVED—t J116'HEAT STRENGTHENED 6 9 or 8 10 GLASS 10 GLASS 4 OSILCON ""SILICON G1 3 7y K 7 DETAIL C ry'P. 90' CORNER U CONNECTION WASCOMPLYINGWIMME TYPICAL GLAZINC DETAIL 'LOKIOA DUILDiNG CODE TYPICAL GLAZING DETAIL SOUni'F �0 "ppr .3115" TEMPERED CLASS DA 7116" LAMINATED GLASS .a. ono—By. :77:it 8y.1011, F.K. "'611.3101 Description: INDUSTRIES CLAZING & CORNER DETAIL ALUMINUM FIXED WINDOW R0,AC,/rk'IP.E. I REFERENCE TEST REPORTS: F7L-2763, FTL-2780, F-TL-2797 2816 FE#39712 5r,-t Structural 1070 TECtWOLOGY DRIK P.O.Box 1529 j I P WKOMIS.Fl.34275 NOKOMIS.Ft 34274 7 W—701 NTS 423 JA6" TEMPERED CLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. J.) Numbers ore for 1112 screws or 3116" Topcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Window Window Widths Heights 19.125 24.000 26.500 37.000 48.000 60.000 197.000 1 111.000 �20.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 1 112,60 39.000 IJ5.00 13YOO 135.00 135.00 135.00 135.00 79.40 MOD 66.10 51.000 IJ5.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 96.6o 58.00 58.6o 57.40 Positive Design Loads PRODUCI REVISPO Window Window Widths -kh a.nift Heigh ts 19.125 2 =Z111*2 - 4.000 6.500 37.000 48.000 6o.o6o -197.000 1 111.000 120.000 AMIN..�r4*02-011MO;L 26.000 100.00 100.00 100.00 100.00 1 100.00 100.00 1 loaoo 100.00 100.00 39.000 100.00 100.00 100-00 100.00 1 100.00 100.00 -1 79.40 70.00 66.10 51.000 100.00 100.00 100.00 700.00 1 90.60 80,j-o----F 7-7.40 6.3.00 55.90 60.000 i0abo loo nn 7 nn nn 100.00 1 90.60 58.00 1 58.00 58.00 57.40 APFrOVEDASCOPAPLYINGYAlft THE SOUTH FLORIDA BUILDING ,APODE DA ELI-1-:2-21--) JA PRODI�-T�DNTROL nrvism 6UILOJ$<`EQOE COMPLIANCE 4 icr.EPTANCE NO Q I QjQL-0 1 R-d W.10.f.: R-o.s- D,-BY:F.K. 1"*�3/Q/01 IREDRAWN INDUSTRIES COMPARATIVE ANALYSIS, NON-IMPACT raw Robert L.ffn�rk.�PE. ALUMINUM FIXED WINDOW REFERENCE TEST REPORTS: FTL-2763, FTL-2780, & 2816 PE#39712 1070 TrChWOLOCY DRNr P.O.BOX 1529 1 S-w I ShM N. Structural NOKOMIS. n.34275 1OKO1,S.n 3427, 1 PW-70i NTS 8- 8 42,31 Florida Building Code Online Page I of 2 5 ow 114 LN PRODUC7 APPRO"L Product Type Detail r 'i r "I r 'I r 'I Ove iew Product Search Organization Product Search A lication User: Public User -Not Associated with Organization- Need Help ? Application#: FL5326 Date Submitted: 09/19/2005 Code Version: 2004 Product Manufacturer: Bell-View,Inc. Address/Phone/email: P.O. Box 208 150 Industrial Blvd. Wrightsville,GA 31096 (478) 864-2227 Category: Windows Subcategory: Single Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: 1714.5.2 AAMA/NWWDA 1997 101/l.S.2-97 Certification Agency: National Accreditation& Quality Assurance Entity: Management Institute, Validation Entity: Authorized Signature: Robert Bell Evaluation/Test Reports Uploaded: joe@ptc-corp.com installation Documents Uploaded: PTID-5326-1—NIO05207D-R.pdf Product Approval Method: Method I Option A Application Status: Approved Date Validated: 10/17/2005 Date Approved: 12/06/2005 Date Certified to the 2004 Code: http://www.floridabuilding.org/pr/pi�_detl.asp?IPT=5326&RV=O&fm=ROSrch 1/11/2006 Florida Building Code Online Page 2 of 2 Page: Page 1/I App/Seq Product Model#or Model Limits of Use # Name Description Max size: 54"X 90" Aluminum prime Design pressure: +/-70 5326.1 "Blue Chip" single hung ngle hung psf Glass configuration: indow OX/IG/Glazing-SIG-3/16" AnGl/FER Not for use in HVHZ 'Next Copyright and Disclaimer 02000 The State of Florida.All rights reserved. http://www.floridabuilding.org/pr/pr�_detl.asp?IPT=5326&RV=O&fm=ROSrch 1/11/2006 NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD,ORLANDO, FLORIDA 32837 PHONE(407)240-1356-FAX(407)240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-6 Test Date: 11127102 Report Date: 04114103 Expiration Date: 11127106 Client. Bell-View, Incorporated P.O. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue Chip" Single Hung Aluminum Prime Window (H-R70 52x72). Test Specification: ANSIIAAMAINWWDA 101ILS.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors. TEST SPECIMEN DESCRIPTION General: YWe test specimen was a one-over-one single hung aluminum prime window measuring. 47'wide by 6'0"high overall. TWe active sash measured 47'wide by 3'0-718"high. The active sash was removable via a single balance system with locking tilt shoes at each interiorjamb track. Frame and sash members were not thermally broken. One(1) metal cam-type sweep lock was located at 13- 1/2"from each end of the active meeting rail. A sweep lock keeper was extruded onto the fixed meeting rail. One (1) metal slide bar limit1security lock was located at each end of the active meeting rail with the keepers punched into the jambs. One(1)plastic tilt latch was used at each end of the active meeting rail. An extruded aluminum sash stop was located at the top of each interior jamb track. One (1) metal pivot bar was located at each end of the active bottom rail. ne fixed meeting rail was fastened to each jamb with two (2)(#8 x 314"pan head)screws. The frame and sash were of double screw (#8 x 314"pan head)coped corner construction. The frame was mounted to the test buck using fourteen (14)(#�0 x 1-1/4"flat head)screws. G lazing. TWe active sash and fixed lite were.interior glazed using sealed insulating glass with an adhesive back-bedding and a snap-in extruded aluminum glazing bead. The overall insulating glass thickness was %"consisting of two (2) lites of double strength annealed glass and one (1)air space created by a desiccant-filled aluminum spacer system. Weatherseals. One (1)strip of center fin weatherstrip (0.200"high) was located at each active sash stile. One (1)strip of center fin weatherstrip (0.250"high)was located at each active sash stile and the sill. One (1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails. One(1)strip of bulb-vinyl weatherstrip was located at the sill. Weeps. One (1) weep hole measuring 314"x 3116"was located at each end of the center vertical sill leg. One (1) weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS IN THE SCIENCE OF TESTING Bell-View Incorporated -2- NCTL-210-2883-6 Interior&Exterior Surface FYnish: Mill finish aluminum. Sealant: The frame and active sash corners were sealed with a small-joint sealant. Screen: An insect screen measuring 3'11-112"wide by 46-112"high was of mitered type corner construction with staked-in-place nylon corner keys. ne screen employed fiberglass mesh cloth with a hollow vinyl spline, two (2)pull tabs and two(2)jam, retainer springs. TESTRESULTS Par. No. TYtle of Test &Met od Measured Allowe 2.2,1.6.1 Operating Force 36 lbf 30 lbf 2.1.2 Air Infiltration -ASTM E2603 0.57psf(15 mph) 0.03 qfm Ift ....... 1.57psf(25 mph) 0.08 cim Ift 2 0.30 c/m Ift 2.1.3 Water Resistance -ASTM E547 5.Ogphlft2 WTP-- 4.50psf No Leakage No Leakage 2.1.4.2 Uniform Load Structural -ASTM E330 30.0 psf Exterior 0.020 0.1931, 30.0 psf Interior 0.060" 0.193" 2.2.1.6,2 Deglazing-ASTME987 Active Sash Meeting Rail(70 lbf) 5.6 % (0.02819 <100% Bottom Rail (70 lbf) 3.4 % (0.017'9 <100% Left Hand Stile (50 lbf) 2.6 % (0.013') <100% Right Hand Stile (50 lbf) 3.0 % (0.015'9 <100% 2.1.8 Forced Entry Resistance -ASTMF588 Grade 10 (See Appendix A for test results) Meets As Stated OPTIONAL PERFORMANCE 4.3 Water Resistance -ASTM E547&ASTM E331 5.0 gph Ift' WTP-- 10.50psf No Leakage No Leakage 4.4.2 Uniform Load Structural -ASTME330 105.0 psf Exterior 0.0511, 0.193" 105.0 psf Interior 0.061" 0.193" Tested with and without screen No glass breakage or permanent damage causing the unit to be inoperable Bell-View Incorporated -3- NCTL-210-2883-6 TEST COMPLETED 1112 7/02 ne tested specimen meets (or exceeds)the performance levels specified in Table 2.1 of ANS11AAMA1 NWWDA 1011I.S.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-R 70 52x72 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. 7We results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES MICHAEL E. LANE Division Manager Bell-View Incorporated -4- NCTL-210-2883-6 APPENDIXA Forced Entry Resistance Test Results TestMethod. ASTMF588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TESTRESULTS Para.-ranh No. Loads Duration Measured Allowe 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-TestAl L1=200 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf I Minute No Entry No Entry L2--100 lbf interior 10.2.1.3-TestA3 L1=200 lbf I Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-TestA4 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.5-TestA5 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3= 35 lbf interior 10-2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 Kxed Lite 5 Minutes No Entry No Entry GlazinglPanel Manipulation 12, F;ASTENER,LOCATON Oc 610 -,r--4 .10 7 i L The ted specknen was mounted to the test buck uwq faftm at Me boanom.shom ------— Surface nvunt qxcirnens are mountgmirnens Mounting TypeFws R OU/j rough wening a-d nange moo"' NATIONAL CERTIFIED TESTING LABCRATORIES are meamed from exterior cWraidom Buck Typa JOB NO.: AXT-L- 2(0 ".-Ag 60340 No.of fcmtenefs LL, VC w- 00, COMPAW . & Type of fWerm X t TEST DATE: Florida,Bailding Code Online Page I of 2 P-110DUCT APPRO"L Pi4oduct Type Detail r '4 r "I F' r I Overview Product Search Organization Product Sear lication User: Public User -Not Associated with Organization- Need Help? Application#: FL3848-RI Date Submitted: 09/19/2005 Code Version: 2004 Product Manufacturer: Bell-View, Inc. Address/Phone/email: P.O.Box 208 150 Industrial Blvd. Wrightsville,GA 31096 (478)864-2227 Technical Representative: Bell-View, Inc. Technical Representative Address/Phone/email: P.O. Box 208 Wrightsville,GA 31096 (478)864-2227 bvi@bellsouth.net Quality Assurance Representative: Bell-View,Inc. Quality Assurance Representative P.O.Box 208 Address/Phone/email: Wrigthsville,GA 31096 (478)864-2227 bvi@bellsouth.net Category: Windows Subcategory: Horizontal Slider Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: 1714.5.2 AAMA/NWWDA 1997 10I.I.S.2-97 Certification Agency: National Accreditation& Management Institute, Quality Assurance Entity: Validation Entity: http://www.floridabuilding.org/pr/pr—detl.asp?IPT=3848&RV=I&fm=ROSrch 1/11/2006 Florida.Building Code Online Page 2 of 2 Authorized Signature: Robert Bell joe@ptc-corp.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID, 3848 RI I N100520813- R.pdC — -- PTID 3848 RI I N1005208C- R.pdf- — -- Product Approval Method: Method I Option A Application Status: Approved Date Validated: 11/23/2005 Date Approved: 12/06/2005 Date Certified to the 2004 Code: Page: [§� Page I/I App/Seq Product Model#or Model Limits of Use # Name Description Max size: 110"X 62" Max panel size: 29" x 60" "Blue Chip" Horizontal Aluminum Design pressure: +/-30 3848.1 Slider horizontal sliding psf Glass configuration: prime window XOX/IG-5/32" AnGlass/FER Not for use in HVHZ Max size: 110"X 62" Max panel size: 29" x 60" "Blue Chip" Horizontal Aluminum Design pressure: +/-30 3848.2 Slider w/Sill Riser horizontal sliding psf Glass configuration: prime window OX/IG/-- [5,/,32"AnGlass/FER Not for u use in HVHZ Ne�i Copyright and Disclaimer 02000 The State of Florida.All rights reserved. WE ROPY 0 http://www.floridabuilding.org/pr/p�_detl.asp?IPT=3848&RV=l&fm=ROSrch 1/11/2006 NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD*ORLANDO, FLORIDA 32837 PHONE(407)240-1356-FAX(407)240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-2 Test Date: 11127102 Report Date: 12131102 Expiration Date: 11127106 Client: Bell-View, Inc. P.O. Box #208 Wrightsville, GA 31096 TestSpecimen: Bell-View Incorporated Series 'Blue Chip"Type XOX Horizontal Sliding Aluminum Prime Window (HS-C30 110x62)(HS- C45 110x62 with sill riser). Test Method. ANSIIAAMAINWWDA 101ILS.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors. TEST SPECIMEN DESCRIPTION General: The test specimen was a type XOX horizontal sliding aluminum prime window measuring 110"wide by 62"high overall. Both interior active sash measured 28-112"wide by 60" high. The fixed lite was glazed to the frame members providing a viewing area of 50-314"wide by 58"high. Frame and sash members were not thermally broken. One (1) metal cam-type sweep lock was located at 8-1/2"from each end of the interior active meeting stiles. The cam-type sweep lock keepers were extruded onto the fixed meeting stiles at lock positions. A metal roller/plastic housing was located at each and of both sash bottom rails. The frame was of double screw coped corner construction using(#8 x 314')PPH screws. The active sash were of double screw coped corner construction using(#8 x 314')PPH screws, The fixed meeting stiles were fastened to the head and sill at 28-112"from each jamb with two(2)(#8 x 314')PPH screws. Glazing. Both active sash and fixed lite were interior glazed using 118"thick annealed glass with a silicone back-bedding and a roll formed aluminum glazing bead. Weatherseals. One (1)strip of bulb vinyl weatherstrip (0.350"high) was located at each jamb. Two (2)strips of center fin polypile weatherstrip (0.250"high) was located at the top and bottom rails of both active sash. One (1) strip of center fin vinyl weatherstrip (0.170"high) was located at each fixed meeting stile. PROFESSIONALS IN THE SCIENCE OF TESTING Bell View, Inc. -2- NCTL-210-2883-2 Weeps.- One (1) weep hole measuring 1-112"x 5132"was located at 5"from each end of the screen retainer sill track. One (1) weep hole measuring 114"x 5132"was located at 6-112"from each end of the screen retainer sill track. One (1) weep hole measuring 1"x 5/32"and employing a plastic weep cover was located at each end of the sill face. Interior&Exterior Surface Finish: Mill finish aluminum. Sealant. TheJamb1sill corners were sealed with a silicone sealant. Screen:An insect screen measuring 28"wide by 58-112"high was of mitiered type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a solid vinyl spline, two (2)pull tabs and two (2)jamb retainer springs. GATEWAY PERFORMANCE TESTRESULTS Par. No. Title of Test &Method Measured Allowed 2.2.2.5.1 Operating Force Right Active Panel Open 20 lbf 25 lbf Close 18 lbf 25 lbf Left Active Panel Open 19 lbf 25 lbf Close 20 lbf 25 lbf 2.2.2.5.2 Deglazing-ASTM E987 Right Active Panel Top Rail (50 lbf) 4.0 % (0.020'9 <100% Bottom Rail (50 lbf) 3.6 % (0.01 8'q <100% Left Hand Stile (70 lbf) 5.6 % (0.028'q <100% Right Hand Stile (70 lbf) 5.0 % (0.025'q <100% Left Active Panel Top Rail (50 lbf) 4.4 % (0.022'q <100% Bottom Rail (50 lbD 5.0 % (0.025'q <100% Left Hand Stile (70 lbf) 5.8 % (0.02919 <100% Right Hand Stile (70 lbf) 6.0 % (0.03019 <100% 2.1.2 Air Infiltration -ASTM E283 1.57psf(25 mph) 0.06 C/m Ift 2 0.3 c/m Ift 2.1.3 Water Resistance -ASTM E547 5.0 gphlft' WTP-- 4.5 p sf No Leakage No Leakage Bell View, Inc. -3- NCTL-210-2883-2 GATEWAY PERFORMANCE TESTRESULTS (Cont.) Par. No. Title of Test &Method Measured Allowed 2.1.4.2 Uniform Load Structural -ASTH E330 Permanent Set 45.0 psf Exterior 0.02" 0.237" 45.0 psf Interior 0.03" 0.237" 2.1.8 Forced Entry Resistance -ASTM F588 Level 10 Meets As Stated (See Appendix A for test results) OPTIONAL PERFORMANCE GRADES Par. No. Title of Test &Method Measured Allowed 4.3 Water Resistance -ASTH E547 5.0 gph Ift 2 WTI'-- 7.5psf No Leakage No Leakage NOTE.- Unit was tested with a 2.250"sill height to achieve WTP-- 7.5 psf 4.4.4.2 Uniform Load Structural -ASTH E330 Permanent Set 67.5psf Exterior 0.05" 0.237" 67.5psf Interior 0.091, 0.237" Tested with and without screen No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 1112 7/02 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSIIAAMAI NWWDA 101ILS.2-97for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the HS-C30 I I Ox62(HS - C45 11 Ox 62 with sill riser) product designation. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERT[FIJ5D-,TEST1NG LABORATORIES DANIEL CONYERS Laboratory Manager Bell View, Inc. -4- NCTL-210-2883-2 APPENDIXA Forced Entry Resistance Test Results Test Method: ASTMF588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TESTRESULTS Paragraph No. Loads Duration Measured Allowed 9.4- Disassembly No Entry No Entry 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-TestAl L1=150 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior 10.2.1.3-Test A3 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf exterior 10.2.1.4-Test A4 L1=150 lbf. 1 Minute No Entry No Entry L2= 75 lbf interior 10.2.1.5-TestA5 L1= 150 lbf 1 Minute No Entry No Entry L2= 75 lbf exterior 10.2.1.7-Test A7 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior L3=25 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.1 Fixed Lite 5 Minutes No Entry No Entry Lock Manipulation Ir -ALA� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00031958 Date 1/10/06 Property Address . . . . . . 1840 LIVE OAK LN Tenant nbr, name . . . . . . INSTALL WATER HEATER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ --- --------- ------------------------ VANDE GUCHTE, MAARTEN DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 -------------------- ---------- ------------------------------ ---------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT is APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: Owner: 60f 11X4(1-reW40 Telephone#: Contractor: David Gray Plumbing, Inc. Telephone#: 8850 Corporate Square Court 07 Contractor Address: Jacksonville, Florida 32216 Fax#: I;J-5106a Contractor Signature: CFC 022586 In consideration of permit given for doing the work as described in the above statement we hereby 606 perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, El New list the building permit number: Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters 1z'01a,�f Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road-Atlantic Beach, Florida 32233-6445 Phone: (904)247-5800- Fax: (904)247-5845- http:/twww.ci.atiantic-boach.fl.us Revised 1/04 Jan 06 06 12: 07p DAVID GRAY PLMBG 7235668 P. 1 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION On Date: Property Address: 46 ///9449 MAO Owner: (IV -Ar (�a-r eW 10 Telephone#: Contractor: David Gray Plumbing, Inc. Telephone#: 8 W, Corporate Square Court Contractor Address:. �nksonvilfe,Florida 32216 Fax#: ]W-51061 Contractor Signature: 1z CFC 022586 2u, z In consideration of permit given for doing the work as described in the above statement we hereky ipf perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, 0 New list the building permit number. 11 Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Beater s Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road-Atlantic Beach,Florida 32233-5446 Phone: (904)247-5800- Faw (904)247-5845- http:ihwww.ei.aUantic-beach.fl.us Revised 1/04 City of Atlantic Beach *H CIUSTOW RECEIPT H* Omr: BORDERS Type: OC Drower: I Date: 1/19/96 0 Receipt noi 24M Description Quantity Amount am 31%6 BP, BUILDINS PERNITS I.Se W." 29% 31978 BP BUILDINS MMITS LN UM" 21% 31977 BP BUILDINS PERNITS I.00 HIL" 2US 31976 BP BUILDINS PERNITS 1.89 $4?-" Tender detail CK DECK 6268 M." Total twodered M." Total paysent e%.96 Trans date: 1/10196 Tints 13:21:45 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL. 247-5826-FAX: 247-5877 PERMIT INFORMATION L11::�QATIbNN NF Rki kTION� _T Permit-Number: 19043 Address: 1840 LIVE OAK LANE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Township: 0 Range: 0 Book: Class of Work: ALTERATION Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number_ Improv. Cost: OWNER INFORMATION Date Issued: 10/27/1999 Total Fees: 25.00 Address: 1840 LIVE OAK LANE ATLANTIC BEACH, FLORIDA 32233 Amount Paid: 25.00 Date Paid: 10/27/1999 Phone: (904)745-0728 REPLACE CONDENSER CONT —.TOR APPLICATION FEES 25.00 (jCEAN STATE HEAT &AIR PERMIT linsg)ections�Re.ciui.red-,-.-...,- NOTICE- !NSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVFMFNT.q" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.0014 Date: 10/27/99 01 Receipt: 0006919 CHECKS 14565 A I DAN I it, 6E_ACFVBUiLDiNG--DE_P 1 . 001@0003221000 BUILDING AND ZONING INSPECTION DIVISION my or ATLANTIC DEACIII All-A1111C 01.,1111. "L.R111A 11-SR I APPLICATI N FOR MECHANICAL PERMIT CALL-111 NUMBEn IMPORTANT — Arplicant to cornplefe all itams in sections 1, 11, 111, and IV. Street Addrow 06 4 Z LOCATION Of Intersecting strooll: Between And IIIJILDING S-U6-d;W;1;oA 11. IDENTIFICATION — To be completed by all applicants , In ceins;de,ation of pe,rn;t q;�on In, do;mq the work at descr;bod ;n the above ilotomtmf we hereby ar;roo to perform tald wo;1 ;m OCCOF14APCO .;IN the ottacNpd plans and tpo4t;(;cA1;on& -h;ch at* a port h*foof and ;m *ccordante w;tk The City of Jackson0lo ordln4meoi and slamdarrIs of qccd p,&cf;ce Nslad Home *1 lvffc�onfcol 's-C LIA C_ ca,okogler (??;At) _T" j Mallet Cc �T�' /C,-./A Ile L–AeVN CJCJ/'�'p S40aNto of 0WROK:7 $1 1114 furs of W AvIltoetted Age A"hifeel or Engineer . III. GENR4 INFOIth UkN A, f,"j, 10 OTHER CONSTRUCTION 691HO DONE ON W t6cffic THIS BUILDING ON SITE 1 1,24 Gas—0 LP El NoNrol (3 co"1161 Utility IF Yt$, OWE HUMBER OF CONSTRUCTION 04 PERMIT 0 othot — sp*cify IV. WICHMr-AL IQUWMINT TO It IHSTAUW NATURE OF wonK (?rev;Ja tornplot*j;l#of Ca4"p"*0111** Ilock of this 1"I nesIdenflal or U Commercial tj- most 0 $Pat* 0 Racal" a—confoal 11 "0" Now Building 11 Keep" [] contrw kl' Existing BUIlding 0 Doer, s"N.M. mat"I - nip(seement of existing system Now Installation Mo vy9lorn previously Instafforf) Q Extension of add-on to existing system 0 C.001,1" �Vwor: Capacity U Other — Specify Pro qw;n1fon- Nws"6, a4 k"d- 0 G&.8for 0 M"41 Cl ts"If 111111 SPACE 004 O"KII UN ONLY El G4"oo flwanpa C) LK 0 Uotor" 0 sea&, Permit, Apfamv*4 Do 0 01100, — Spa-City remit L.I@rT ALL VQUIPMENT AIR CONDMOWNG AND REFRIGERAIION EQUWAINT caramity Ag #�A C Number Units Deetellp"" mo"Number MATING F;RNACES7 BOILERS. FIRF-IPLACU CRP*dtr Airming L�soerfrum X60A Number X"Ut"t"W (IrTv) As"Iter _!c Lu 774 9,4n F c/f Cc, jrig 50—o unc_ TANXS now X&ny Nombwo capoefty 1AqW4 14fafte ed serial Approving WWI 1*040skm Contatmd Xattat"twa No. Army N 1,0981 DEPARTMENT OF'St -M CITY OF A�TLANTIC btAbH PIM—IT INPORMATI-ON LOC N: ATION INFORMATIO N,�Irmi N�"el r Addzess,,� 1840 LIVE t OAK LANE e rMi t'r, FLORrIDA 32233�� Type: RE-�ROOF ATILANT1 C �2 BEACH A claas of Work. LURATI ON LVdALiDESCRIPTION , Lot k�� RAME I Block* Sect on Constr. T-Ype. WOOD F opro TowftiihiP: RNO Pr led Use-. 1, 8INGLE PAXTItY I Code�, 0 $ubai'vision: .,SZLV4 MARINA ngs: Varlue Estimated $0�001 Cost,- Total' Fees� $22r. .,() 50 Amou tr 1/ 2/95 W ark APPLICATION FE`Z P1:RM I T $22 - 50 N VA 'OF , IMPACT FEE O&K-LAN9 WATEP, 00 Ad ID 3-3 8 , S RAD -1 $0 ,00 ------- --- RADON, CAS 5% $0 ,00 WfN RMA' ON N ?j I I I ALr IMP C , A CAPIT 11Y Address T 'JAC ' ONNZCTION 00 ILL L� '32211 Lic- RC-6 SEC',111 IMPACT FEZ $0100 CONST.StiRCHWE 00 NOTES-, NMCE ALL COWWRIFORMS AND F00MW,MUS�I!IIE INSPIMT00 11315FORS POURM PERMIT VOID SIX MONTHS AFTER,DAT)�OF ISSUE AND DEBRIS F BUIL, ING RIA' L,RUBBISH ROM THIS WORK MUST-NOT;SE PLACED IN PUBLIC SPACE,AND MUSTSE F ONTRACTO AWAY:6Y EITH-R C R OR 6)*eA �WJT 4'i -Y -U THEMS 'AALURETTO COW' ANIC UEW LAW tAN ,RE$,1,JLT IN T14E ��OWNER��YINGTWII E ILDING ImIpAdVOWE -ISSUED ACCORDING TQAI tl),� is PPWW PLANS101HICH ARE PARTOFTH PERMIT AND SUBJECT TO REVO �TION FOR ION- 0�'LAW,� V ONO;F:ApPuCABLE PROVIS S 1,�, "'Z ATLANTIC BEACH BUILDING DEPARTMENT , ".7 ;777777. 77 �61 CITY OF ALANTIC BEACH PERKIT APPLICATION owner(s) : CLI-�Lrl\=?-.,i\ 1)rnr �-- Address: &Lh L.tvc ' ()ak L.� _Phone: Lot # B ock or Unit # Subdivision: Contractor:i=vv'�' LLa Address:,�L� OA-lu L'2A U.... City, State and Zipvi C'y Phonea'LL029 S, tate License # Describe work to be performed: Llop� Jle ZL\C -e- 'MaL ,k)n./i Q Valuation of Proposed �O-nstruction: WO Materials to be used:— Signature of Owner; / Signature of Contractor: ji'vy-- Liability Insurance Supplied Workers Compensation Insurance Supplied License Information - MKM-YN L SCHUMF-YER V.0.,,�Jon GC331387 SX048 Nov.i a,1997 Bonded by HAI $W-422-IM CITY OF /G: &6dw- Beac4-414" office of Building Official REQUEST FOR INSPECTION e6ZF� Date. Z Permit No. Time AW. Rectived jbm� DI I Ict NO. IeX? f — I Owner' Job Address Locality Name 2:2wl Contractor s.� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 Rough Wiring 0 Rough 0 Air.Cond.& 0 Re Roofing 0 Slab 0 Ternp Pole Cl Top Out 0 Heating Lintel 0 S�� je— I L —q Fire Place 0 READY FOR INSPECTION Pre Fab AW. Tues. Wed. Thurs. Friday—P.M. A.M. Inspection Made P.W �Lz Inspector— Final Inspection 0 Certificate of Occupancy Date DEPARTMENT OF BUILDING PERMIT No; 6046 CITY OF ATLANTIC BEACH,FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date AUGUST 2, 19 84 78,75 T 78,76CKT Valuation$ R.,:Z 9 7-7 1; Fee$ :Z A _ 717, 6G2B I A 6/02/8 G04G e0LOICAC This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. 6626 1A 610218 I nn.n This is to certify that TATF: POOLS has permission to build SW:LJ4, p41N a POOL AS PER 121ANS Classification RESIDENTIAL Zone Owned by T.AWMON HEMANS, Lot— 13 Block Selval MitrDina Unit 12C 1840 LIVE OAK U�,NE House N According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE No 0 Building material, rubbish and debris _zI from this work must not be placed in public space, and must be c eare up and.,hauled away by either con- tract9i or-owner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER MAP SHOWING SUI�VEY OF LOT 13, SELVA MARINA UNIT NO. 12-C REPLAT, AS RECORDED IN PLAT BOOK 37, PAGE- 29 OF THE CUR11ENT PUBLIO RECORDS OF DUVAL COUNTY, FLORIDA.. e -T�� T-C— * geoo q 1 r7 �Zz) / C41-1 WA�Pre- '7,ZO fir, /Z:7-OR (fOAX5 7/qUC 7/0A/ 1D DA LE L,4.,VE 14 7-1' 40 2- 57ORY -f oc 4,9' I F�r 5-7 j7* I> 0 ;01 '. w �y in 3S'a 7 /OC7> c)- A 12 1 lj,4 v0'A A I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land.Surveyors, pursuant to Section 472.07 Florida Statutes. Ir HA. DURDEN A & ASSOCIATES ,.C. Z LAND "ENav R SURVEYO!S P� t Of SIGNED—_— Poet Office Box 50670 'a B li.13' 830 Beach Boulevard J j . .vjll'� E acksonville Beach,Florida 32250 SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SIEAU OF TKE ABOVE SIGNED. N, 4" 1-19 N,� R� ".Wi ............. "' RITE ,,STA- P2R/P2RA Series DURA 6"S SWIMMING POOL AND SPA PUMPS rrATuRrs he' Heavy Duty Motor — Nationally known motors are de- Constant Height Discharge Ight from pump base to signed for continuous, quiet operation—feature stainless top of discharge port is the same for all models—1/2 to 2 steel one-piece shaft, double sealed and permanently lu- H.P., simplifying filter piping connections. bricated bearings — runs cooler for prolonged life under Stainless Steel Pump Clamp—Polished 300 series stain- high ambient conditions. less with exclusive bottoming process. Easily removed for Mechanical Seal—precision lapped and highly polished quick access to all serviceable components. "Hi-Rise" Mounting Base —provides stable, balanced, carbon ceramic stainless steel construction — assures maximum drip-proof corrosion free protection. stress free support for motor and pump.Elevates motor for -filled added protection from ground moisture and other contam- High Head Impeller — precision molded of glass LexanO—provides unusually smooth water passages for inants. outstanding performance and efficiency. "'General Electric Company TiON Pump PrRroRMANCE ACCESSORY ORDERING INroRmA PACKAGE SUCTION APPROX. NO. DESCRIPTION SIZE SHIP. WT. 115 5" Dura-Glas It Trap w/Basket 11/2', 6 118 2" x 1'," Dura-Glas Suction Adapter 2" 1 100 1W 11r,TM FG_ DISCHARGE I-g' N.PT + + 0 F_L4 1 0 ro 0 U.S. GALLONS PER MINUTE OUTLINE DIMENSIONS 10 7 -4 16 'WR" Series 'WRA" Series A A A CATALOG NO. H.P. (MAXIMUM) CATALOG NO. H.P. (MAXIMUM) 4 SUCTION IJN.PT P2R5C 1/2 16-5/16 P2RA5C 1/2 15-11/16 1 1 7 P2RSD 3/4 16-5/16 P2RA5D 3/4 16-5/16 7 P2R5E 1 17-716 P2RA5E 1 16-5/16 4j L P2R5F 1-1/2 1-1/2 1 -7/16 E::�� F—� 2 18-5/32 .........I— DISTRIBUTED BY PRINTED IN U.S.A. PAC-FAB 0 HI-RATE SAND FILTERS 2**C_LiiFk_Td 4MOVE CLOSUKL 5 MM TRITON SERIES WITH MULTIPORT VALVE FILTER SIZE ADim. BDim. C Dim. DDim. EDim. F DIM. TRITON-TR-40 33" 153/4" 183/4" 253/4" 273/4" 203/4-1 TRITON-TR-60 3811 153/411 2411 31-0 33" 23 1/8 TRITON-TR-100 421/411 24" 30-1 38 3/8-1 41 3/8-1 26" TRITON-TA-140 47 3/4--� 24" 36" 44 3/6"! 47 3/8" 29'- PUMP RT RN TRITON-TR-40 838mrf4 400mm 1 476MM 1 654mml 705mm 1527mm TRITON-TR-60 965m 400mml6lomml 787MMI !3!mm 1587MM 1 PUMP TRN T R 7 C TRITON-TR-100 1073mrr4 610mm I 762mm I 975mmil 5 mmI660mm I WASTL C 19 Imm TRITON-TR-14o 1212mT 610mm I 914mm 11127mmII203mm 1737mm I C—L E-A R_T 0-R-E M-0 V_L_C L-0$_U R E JL41r. 7 9 It TAI 7 -C 7 C 9 MU !p TRITON SERIES WITH PVC BACKWASH VALVE I MODEL Aoim. B Dim. C Dim. DDim. EDim. F Dim. TRITON-TR-40 3j3' 15 3/4-1 18 3/41- 25 3/4" 5 1/8" 12 7/8" TRITON-TR-60 3811 15 3/4" 241- 31-1 77/16-1 153/16-- T R i TY 05!NWg:-T7 WX Ir 42 1/411 -f4w--T6n__ 3711 =/41- 17 1/2-1 It T&%i MITON-TR-14$470 4-' 1 24-1 __3_6-# 7r3'0 731—3/4" TRITON-TR-40 I 538Mrr4 400MM I 476MM I TRIT0l%+TR-1041073rn;j 610mmi 7252MM 1 940MM1248mm 1445mm Of 1212MMI 610MM 1 914MM L1092 MM1324mm 1521MM 8 DIA C TRITON SERIES SKID MOUNTED WITH MULTIPORT VALVE AND PUMP ADIM. BDIA. CDIM. MODEL Inchesl Metric Inchasl Metric Inches Metric A TR-40 w/'/z H.P. RPZ-590 3411 863mm I SIA" 476mm 27W' 705mm R-40 w/3A H.P. RPZ-590 3411 863mm I GV411 476mm 27W' 7 �_M TR-60 w1%H.P. RPZ-590 3911 991mm 2411 610mm 3311 838mm ..A TR-60 w/3A H.P. RPI-591 3911 991 mm 2411 610mm 331* 838mm, TR-60 w/1 H.P. RPZ-590 3911 991mm 2411 6 1 Ornm 11 838mm TR-60 w?l H P RPI-591 3911 991 mm 24" A38mm. 162, 0 1 A 419.. 254.. 1 25.. FILTER QATA FILTER FLOW TURNOVERIN(HOURS) FILTER MEDIA MODEL PEA GRAVEL WITH SAND AREA RATE 6 8 10 12 PEA GRAVEL-I SAND" S4 Ft m2 GPM Liters Gallons I Liters Gallons I Liters Gallons Liters Gallons Liters Pounds Kgrns jPounds Kgms 4U§j§ TR-40 1.9 .176 38 143 13,680 51,779 18,2401 69,038 22,800 86,298 27,360 103.558 40 18.14 4* j U TR-60 3.1 .288 60 227 21,600 81.756 28j800 109,008 36,000 136.260 43.200 163.512 100 45.36 15�L -IfIM I TR-100 4.9 .417 100 379 36.000 136,260 48,000 181.680 60,000 227,100 72,000 272,520 175 79.38 400 181.44 6.9 .641 140 530 50,400 190,764 67,200 254.352 84.000 317,940 1 100,800 1381,528 113.40 500 226.80 1 — I T v5_0 IM PEA GRAVEL SIZE 1/8"to 1/411 DIA. — 3.17mm to 6.35mm 3/10/78 SAND SIZE .01811 to.022 PARTICLE SIZE .45mm to.55mm PARTICLE SIZE r5 po e 4il ell, "A Aj; 5 O�W4/- 6�� elZ;Ier,�7 W1 7;V A 10 0 alon4 ez-zr 6�;fZT-5� 70e ol 6'40-7-6,�VaZ_A 116'lVe'7 Ar Co---,-54�—T -4-4- ov 40,,e 4 7,-41,4oOY 0/& ,fXCA koo4o op or/ r 7�7 bry /V, C--7 5,c OA2 7- 0,"= �'9 7�V,4r e7/- do IVO 7-,l le 41— +kiL u)A gq -0 P - a C) 4(10 0 41 Arm --wowannummunift do, IN THE EVENT POOL HAS TO BE DRAINED, HCHEMNER r- SIX WILL PROVIDE Fl-FXf PIPE TO NEAUST POSITIVE OUTFALL. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a-koaKus Application Number . . . . . 08-00000146 Date 2/01/08 Property Address . . . . . . 1840 LIVE OAK LN Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----- -------- ----- ------ --- ------------------ --- - --- - --- - -- - ---- - ---- ------ - Application desc 1 cu 1 ahu -- ----- - ----- --- -- --- - -- ------------------ --- --- - -- - - --- --- - -- - - - - -- --- ----- Owner Contractor -- - - - --- - -- ------ -- - ---- -- ----- -- - - -- - -- - -- - - --- VANDE GUCHTE, MAARTEN OCEAN STATE HEAT & AIR, INC . 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ------------ ----- -------- ------------- - - - - - -- - --- - ---- - -- - --------- -------- - Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/30/08 - --- ------- - - --- -- --- - --- - ----- -- --- ---- -- - - - - -- - - - -- -- ----- - - - - --------- - -- Fee summary Charged Paid Credited Due - --- - - --- -- -- --- - -- -- - ----- -- - - - - --- - ------- - - - - - - -- -- - -- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 07- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 j OFFICE:(904)247-5826 0 FAX NO.:(904)247-5B45 BUILDING-DEPT@CDAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY q�' l.;IRB�21)RESS: 7:7-wer'77 :3.'DATI9-,'7: 10 Atlant c Beach, FL 32233 0 YES PERMIT#: 7TR0PERT1f-1,QWNER:7 a 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: Yq 3 A TOW7 -CHANIC-A E OF COMP5 8 ®RES.: C�l t, 9.STATE DFC)r/ C ,� EN6Pfq-i,, o 10.CELL PHONff: 11.FAX N O.,�Z 12.EMAIL ADDRESS: 13.OFFICE PHONE: ,;2 D-0 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIG 1S.CLASS OF WORK. 13 -0i 16.: UILDIN 0�PW INSTALLATION [I NE nlR70�1 -E!I-06 FLORIDA BUILDING CODE- 21REPLACEMENT OF EXISTING SYSTEM 17 COMMER IAL MECHANICAL 11 ALTERATION/ADDITION TO EXIST SYSTEM 0 REPAIR 0 OTHER MECHANICAL EQUIPMENT TO BE INSTALLEm 19. HEAT: 0 SPACE OR�CESSED F?6`ENTRAL 0 FLOOR BURNERS: 20.AIR CONDITIONING: 0 ROOM R'CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: CfM 23.COOLING TOWER: CAPACITY: 9pm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: ALITOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28, IRRIGATION: 0 PUMP 0 WELL 0 PIPING 29.GAS PIPING: #OF OUTLETS: IL�KAAH—u: 0 GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 'QUIPMENT Y 'AlFtGO IOMENT r1nNbENSQRS,,')ETC:- N&T NUMBER APPROVING OF UNITS DESCRIPTION MODEL# KIANUFACTURER TONS AGENCY .2, 3 �MFEATINGIEQUIRIVIENT; 2 FURNACES.BOI LERS-F1 REPLACES AIR HANDLERS,.ETC, NUMB APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU, AGENCY Ct L Ll AFF'KUVIN(3 NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY CDAB FORM BLDG04:REVISED:9/1312007 01/31/2008 12:20 FAX 9042498949 OCEAN-STATE_A/C ATLANTIC-BEACH 10001/001 CITY OF ATLANTIC BEACH 07- 600 UWMXE AW,A%#^r.HACH,FL 3Z233 OFFCE OU)247-506 0 FAX MECHANICAL PERMIT APPLICATION DUVAL COUNTY ;,',a T dp -,"m W-7 (j^A( oAeo�'-,c_ eNO ALlantic Beach, 3jj3j 0 YES pmll 9. 10 '"k 11". 1____1- mg 14�F"E, b.AUM35 OF OWMEW F0.010iJOSAOME3511 to OFCOUP a LA 41 vat- Ud 1J.IS- Ft- 3 2,ZZ# IL STAYE OFC;M*Mjj ID.cm 11.FAX Wb,h f 12.9MAIL A0014646: 13.OFFICE PHCWAE: 14, Appk*Um is hereby made to obtain a pwn*A to do Ithe work and Installations as indicated. I cw*VW all work will be performed to meet thu standards ot ON laws regulating con*ucoon in this jurl2ftlian. This penmit becomes null and void f work is F101 cOmMencod wWO six(6) months,a K construction or work is suspended oe abandoned for a period of six(6)mordho at any f1ma,shw work is cornrMnapd. A XM A"a two It KV,Z.Fv WV g 4 10!PN INSTALLATION 0 NEW 0Cr95 FLORIDA BUlt Na CODIE- Q0SMF`LACEk4Eh1T OF EXISTING SYSTEM weas NG Q COMhjAL MECHANICAL 0 ALTERATION ADDITION TO MST SYSTEM 0 RPPAIR L 0 OTHER lowinow2M. 1 5TALW:, , ', : -,,'-,- ., k .-,.,'._&-0,.I�i_..-0 1.- " 19.HEAT. E3 SPACE 0 DACESSED SOCENTRAL 0 FLOOR BURNERS- 20.AIR CONDITIONING: D ROOM WtENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MM CAPACrTY:-cfrn 22.REFRIGERATION; MAX CAPACITY: dM 23.COOLING TOWIffift CAPACITY:_Upm 24,FIRE SPRINKLER- NUMBER OF HEADS: 25.LIPT SYSTEM: ELEVATOM MANLIFT: ESCALATOR; ALITOUFT: 26.GOMKRCIAL HOOD 1NUMBER: 27.FIREPLACE: PREFABRICATEC): MASONRY;- 28.IRRIGATION: 0 PUMP 13 W ELL 0 PIPING 7:1,' 29.GM PIPING: III OF OUTLETS. 13 GAS AHU; 0 GAS WATER HEATEP. 30.OTHER-SPECIFY: SOLM MIM GOLERS.UWPU PRIlsom 411101111111 HEAT EKCMAMGEA oil CM W DUCTS ETC, �ALUE FOR OTHER rMMS. iu- RM MJUSER APPROVING -F uNrfs DESCRIFTION MQML# kiANUFACTURER TONS AGENCY Not- MOM11 UNrM UFACTUR% STU. Aaftcy U644a% .7,V NUMB" GALWNS CON MANUFACTURER ArVK0V1r4V7 TAINEQ SERIAL III AGENCY GOAD FORM BLOG06;FIRVIS&M W139M DEPARTMENT OF BUILDING 6386 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO., PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB February 7 84 Date 19 Valuation$ 116,761. 65 Fee$ 669. 03 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. G&M Sonstruction Col.parzy This is to certify that 447 Atlantic Blvd. Atlantic Beach, Florid- '"9003 T.�- Sing&& Family Home as per plan 9*113crl ) has permission to buAd 6386 a-00CAM Classification Residential —Zone pU3252___1_A___2/G9/8 G&M eonstruction Company !880 Owned by 13 Unit 12C Lot Block S/D_ House NO. 1840 Live Oak Lane According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE of 10 4 0. 0 Building material,rubbish and debris z from this work must not be placed in public space, and must be cleared up and hauled away by either c9oK t )wner Buildin fficial. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 100A UB PLU,',IFl NG WOPK SHFET I SJNKS S1101.,ERS DISHWASHERS CLOSETS BATH TUBS FLOOR DRAINS WASHING 'LACHINE I-.'ATKR HFATERS DISPOSALS LAVATORY LTRINALS OTHER TOTAL FIXTURE COLTINT FIXTURE UNIT BREAKDO'WN FIXTURE UNITS ARE ESTABLISBED AS THE M-FE-k-SURE�,iENT OF I�ATER DEMAND FOR EACH I-,-ATER FIXTURE UNIT INSTALLED AND CO"INECTED TO THE CITY WAJER SYSTEM. THE I-,ATER SUPPLY CHARGE IS HFREBY FIXED AT $10. 00 PER FIXTURE UNIT CON-NECTED TO THE CITY !%ATER SYSTEM. B_--,TFROOM GROUP CONSISTING OF l_!,VATORY (I UNIT) ND :ATER CLOSET, LAVATORY, A- BATH TUB OR SPOWER STALL SERVICE SINK TRAP Sl_,�,ND (6 UNITS) (3 UNITS) DRINKING FOUTNTAIN LNIT) URINAL, WALL LIP (4 UNITS) FLOOR DRAIN (I "UNIT) `.-:'SliTNG ',�ACHINE REES. URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) -,,'ATER CLOSETS, VALVE OPERATED CLOSETS, TANK-OPERATED (8 UNITS) (4UNITS) SHO�INER STALL, Dk_"'-!fSTIC BATHTUB (W/OR W/O OVERHEAD (2 UN I'IS) SflOWER) (2UNITS) I-AUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) DISHWASHER (2 -UNITS) KITCHEN SINK (2 tNlfS) KITCHEN Sl��K/I%ASTE GRINDER (3 UNITS) TOTAL FIXTU3�E t-NIES SIC,.,CIO it-ACH Date............................. low CITY OF ATLANTIC BEACH PGrluft*......................Yea Valuation $.......................................... FLORIDA House 0.e0U- — ..0:�TL�� A'1LR...... ----- -----......... APPUCAlnON FOR BUILDING PERMIT ................................. Application is hereby made for the approval of the detailed statement of the Via= and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach &W all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complW with, whether herein specified or not. The Contractor or Owner-Builder who has ban Issued a Building Permit is automatically responsible to aseertain that Ali sub- contractors engaged by him are duly licensed in the City of Atlanfic Beach,Florida. To prevent delay or embarrasment regard- ing Intermediate or final Inspections It In suggested that a list of sub-contractors be submitted to this office so that licaussai am be vedfled. D&AW.............ZXZ�Z.......I............................. Owner... ........Address.... ...............Telephone Architect.......... ...... ..........................................Address,.�� t...........Telephone Telephone No..��.r .2j4- � ... Contractor Builder... �—L44k,--Addream....... Lot No....1.2.....................................Block No...............................Sub Divisi=46k��;:Zc............. ................................Zone................ ...L..�.t..0-q-. ..........Street.........................Side Between.....................................................and.................................................. Valuation ........For what purpose will building be=ad... ........Type of conxtrwtion...i:�sm�. . Dimensions of Imer'sions of ..............................Size of Footings..../AA21.............. Size of Piers.........r..........................Size of Sins................................Greatest sin Span In ft..........I................l7y" Roof....'�F . ................ Now will Building be Heated?.... .............................Will Building be on Solid or Filled Ground?... ......... sin at Caning joints...;;�-Aj�.......................... Distance on Qmters...... ........................... Greatest Spam......... .............. Size of Floor Joists......2�Zq.�..................... Distance on CAuters......*4 //........................... Greatest Span....... ----—-- a SIN of Rafters.... Distance on Centers....... .........................., Greatest Span..:21---------------------------------- " This rectangle Is to represent the 10L Locate the building or b6ildings In the vkk( Ut AILAN11L t$.LAj;f' A ht position. Give distance in fest from GUILDING OFFIC& lot-lines and existing k0fte. REAR LOT LDM Two copies of plans and specifications shall, be submitted with application. Inspections required. 1. When st"I Is In place and ready to pour footing. V L When steel is in place and ready to pour ecolum== lindtol. 3. When sted is in place&M ready to pour be&m. 4. When framing Is completed. & When rant plumbing in completed,and ready to cover up. 6. When septic tank drain field or sewer In laid but before it is covered. 7. Electrical Inspection by City of Jacksonville. L Final Inspection. Note: In ease of any rejection,ro-inspection MUST be called for*Aw corrections an made. FRONT OF LOT In condlerstion of permit given for doing the work as described in the above statement, we hereby agree to perform aM work in accordance with the attached plans and, specifications, which are a part h*mf, and in accordance,witk the buihift regulations of the City qfAVantie Beach. ftnature of Bufl&r... Signatureof Owner.............................................................................. Addrew................................................................................................. I ()T: CAI.- I.-I AC'! k I CAI,: BUILDING PEYC-11T W0i-Jr:17)HFET HEMED SQUARE FOOTAGE: @ $ per sq. f t. = ;z CARAGE (PRIVATE/SHED) : 7,29— @ $ per sq. ft. = C.ATTORT: @ $ per sq. ft. = PORCHES: @ $ per sq. ft. = DECK: @ $ per sq. ft. = PAT 10: @ $ per sq. ft. = TOTAL VALUATION: P E RM IT FEE S 151-3 'so TOTAL VALUATION DATA Ist s p-er -thousand RE',IAI_�, ER VALUATION @ $/ or portion thereof TOTAL BUILDING PEP*11T FEE. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . $ PLUS 1-2 THE BUILDING PERMIT FOR PLAN FILING FEE. . . . . . . . . . . $ c7 3 TOTAL FEE DUE. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $6& , ---- ------------------------------------------------------------------------------------------ -------- 5v ow PLU','51NG P-H-RMIT FEE: MECHL!,_NICAL FEE: FLECIRICAL RESIDENTIAL: $ 17-1-ECTRICAL iE'-!_P0RARY: $ WATER '�IETER SIZE: FEE: SEI%'ER CONNECTION CHARGE: SQUARE FOOTAGE: FEE S /6 3J WATER CONNECTION CILARGE: FIXTURE UNITS $10.00 PER UNIT: $ ACCOUNT NO. : APPROVED BY: TOTAL BUILDI�._G/PLAN FILING FEES: TOTAL !�AIER :-.ETr7R CH�',?GE: /11 Ir'-) P r r) TOTAL WATER CO'.�,ECTION C'r'_"RGE: i�ijY Uf AILAMIC BLAUt: BUILDING OFFICE TOTAL SEWER CO':�"KCTION CHARGE: J— FE8 7 t2l' GP_-_ND TOTAL DUE: BUILDING AND ZONING IN.SKCTION DIVISION CITY OF' ATLANTIC BEACH, FLORIDA APPLICATION FOR MECHANICAL PERMIT r IMPORTANT-Applioant to cornplefe all iferns in sod;ons 1, 11, 111, and IV. Oft - ;do of 'I S401 60w. --- St. 0 St. LOCATION p4.A. st.6. East, wat) (Addreu) (Imt*rsoclinq Stre*ts) OF RUILDiNG Lot No- 96ci N (State pori;om of lot if 6%s than full lot-Attac� W)al dauription per daod in dupl;"to if ne,�ry) If. TYK OF PROPOSED MECHANICAL WORK - AJI tpplicants cornp�ofe Parts A - D A. USE OF WILDING L OWNE"HIP RESIDENTIAL IS.X priveta, tiftcliv;d"I, cb�rportf;on. I-Nl� 0" re p";ly 11. 0 Utility ":,�ppo Fit inifitwfion, *4c.) / 1, ti. 0 PuSlk (F*4*rsl, State " local govw%*�exrt) 2. 0 Two tr more Camily 12. [3' S6�1. ribftry, EAI.W num6st of r000nt-_ other e4ucaf;orwol C NATURE OF WOXK 3. 0 Transient Wel. motol, 17. New llyilding rc*ml.%q 60use - 13. E3 Store, m*marrfile x EAt" num6or of wn:t--- Ot+1W Is. 0 6461%ig 4. 0 Other residential 14. OTHER-SPECIFY It- 0 K*Fj4c*r`W'Af Of*x;vfihg syst" 20.X New inst*14fion (No.jystem rr2v;ow-Jy ;*0*11*41 21. [3 Extvfts;c�n Oe&dl:i-*A to Olktihq TrOOM. S. 0 A.Mws&rnq-%t, recreational 22. (3 Ot;-,er-Spec;fy 6. 0 Ckulmh.Other rol;g;owt 7. 0 Indusiriel 1. C1 G&r&ge, �4rv;cs stafion 0 E. TYK Vc aUILDiWQ 10. 0 Ofl-.Co, b4fti. profassio;lrl 3 6. K Nwrrib4f of 0.,��2- D. Wr�:HA1,11CA1 EQUIPMENT TO 9E INVALLED A 37. K Wood fro mo 38. 0 Pits*hry 6md *-c-od (Prov;do somplate I:st of components C.-I b*c� of This foil") 39. 0 P.einfomp�d ccrcroto 23. Furnace: 0 space 0 R""S*d K Central 0 pocow 40. 0 Structural sfo*l 24. Air Conditioning: 0 Room x Central 4 41. 0 Othei 2S. Duct S�116rn: matoriAl D�xj Cnr� T�h;ck t I Maximum C-S.04city C.fm. 26. Cl pefrijora,60n THIS I S11ACT.- FOR OFHCE USE ONLY 27. E3 Cooling tower: Ca'pacity 9-pift. 28. 0 Fire, spr;nllers: Nv-6sr c4 k"d- 29. 0 Elevator 0 M&nl;ft 0 "I&tor---jnwrnb*r) 30. 0 Gesctime pvrnp----(numb*z,1 31. [3 Ts.ih- Remarks 12. 0 LPG 311, 0 Unfir*d ;-muuro voueJ Permit A+p4vv*d by Da 34. 0 Foilom 35. (3 Other - spt�cify Perm;t F*@L- Ill. GENEXAL INFORMATION A. Type of heating fvol: is OTHER CONSTRUCTION BEING DOME ON 42. til-8&<t ri c THIS BUILOING OR SITE?_ k e-, 43. 0 Gas-0 L? 0 Natvral 0 C46trAl Utility IF YES, GIVE NUMBER OF CONSTRUCTION 44. (j Oil PERMIT 45. 0 Other - Spe-cify 1Y. IDENTIFICATION -- To be comp4afod by an applicanh 10% cons;df 66on of permit ivon for doing 0,* wcA as cleicr;bod ;n the above sfo*m4nt we hereby aqrvo ic per6rrn &&;d wo,+ ;n accordance witit the r'Hac"4 PIL-n w1wids are a port kervof and in accordance with the City of Jacksonville c�cdiminces *rA stondar4s of ;�.od practice listed therein. ci ms<�'a lic.&[ Signature of C*-1fr1ci,--r (Print) Contractor Agent Na" of _U Ow%q? (Pritt) Add-, S-;F�ttv�s of 0-nar S;9 n4 tu re 0 f or 4.6mori:ed Agent Architect of Enq;noat F7 -DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO..6 3 8 7 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date February 7, 19 84 Valuation$ Mechanical Fee$ 50- 00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. 1440-i"C' oc t Ocean State Heatigg And Air CoriAl. n This is to certify that 9U94 I A 4/12/' has permission to Residential pud Classification Zone- Owned by G&M Construction Co. Lot 13 Block S/D Unit 12C House No. 1840 Live- Oak Lane According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 0 Building material,rubbish and debris Z-A from this work must not be placed in public space, and must be cleared up--a .vd hauled away by either con- Ar o owner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH, FLORIDA CAT101j, FOR ELECTRICAL PIRMIT —Approwd by APPU TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITHTHE ATTACHED PLANS AND SPECIFICATIONS, ICA, REGULATIONS, CODES AND CITY OF WHICH ARE A PART HEREOF, AND IN'ACCOROANCE WITH'THE ELECTR L ATLANTIC BEACH ORDINANCES. 'of t awanot, lll �� 11 —"" ' Zx= k---ool �Jgu EL R L FIRM: nox DR E".. NAMEC�a=�h (-'1 12 Z RLDG.SIZE —seTWEEN: RES."--.-APT.( I COMM.( PUBLIC I INDUS. NEW efo ��LD I I REW.I I ADDITION( TRAILER I TEMP.t I SIGNS —SO.FT. FEE SERVICE: NEW(#1' INCREASE REPAIR ( CONMICTOR LIZE AMPS, OCOPP AMPS, I I ALUM. R ,,AC9WAY MMM OR§Rf a.Al 0 AMPS PH 3A "v AISER EXIST.SERV.SIZE AMPS ''PH W VOLT RACEWAY FEEDERS NO. SIZE 1.10 SIZE NO. SIZE� LIGHTING OUTLETS CONCEALED OPEN, TOTAL RECEPTACLES CONCEALED JOTAL 0.30 AMPS" 1 ,04A00 AMPS, I INCANDESCENT FLUORESCENT&M.V. O�100 AM . 0V6R FIXED APPLIANCiRS AIR H.P.RATIN14 H,.P.RATING, CONDITIO!�INR COW.MOTOft OTHER MOTORS AMPS Celt"eAT- KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PH$ NO. 1,ILP. PHS 'MISEREMNE TRANSFORMERS: UNDER 600% OVER SW V. NO. KVA NO., lKVA' MA. 11 IL NO.NEON TRANSF. NO. VA.' MOTOR Size SWITCH FLASHER SIGN FORWARDED, 'TOTAL FEES CITY OF APPLJCATlO,"v' FOP, �-'ATER CUT INS /-J'PLICATION JS ;jFREBY ll,!iDE FO !-�ATER CUT-IN AT THE FOLLM�IIQG ADDR]ESS FOR_ ---Ul I T S CUT- IN Cl�-LPGE OF '7.w- S,rp-- NO . LOT BLOCK ACCOLTNT NITI-IBER DATE ER NO !"STALLED CITY OF ATJ.ANT] C BZ. ACH APPLICATION FOR SEI,��,R CON'NECTIONS ACCOUNT DATE-- LOCKFION_ LOT NIO. BLOCK NO. SUBDIVISION 0",,INER de ek- TYPE OF BUILDING_ BUll-DINIG DTEPART!��ENT DATE________ INSPECTED- DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT No. 6388 PERMIT TO BUILD 7640 T THIS PERMIT MUST BE POSTED ON JOB 76*50CKT Date February 7, 14L84 17V) I fl 5/112/8 6211 � OOCAC 4 16 Valuation$ PLUMBING Fee 76-50 17U5 14 5111218 IDUO This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that F.W. FAIR PLUMBING COMPANY has permission to INSTALL PLUMBING AS PER PLANS Classification RESIDDENTIAL ne PUD Owned by G&M CONSTRUCTION CO Lot 13 Block S/D Unit 12C House No.— 1840 Live Oak Lane According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 00' 0 Building material,rubbish and debris Z_q from this work must not be placed in public space, and must be cleared up and hauled away by either con- tracZ wner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER A"k CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT DATE LOCATI N PLUMBI G FIF11 7 MASTER PLUMBER //,0, CITY/COUNTY OCCUPATIONAL LICENSE NO. STATE CERTIFICATE NO. BUILDER OR CONTRACTOR &YZ J/ TYPE OF BUILDING SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. -4/ Tratf tratt of Orruvaury CITY OF OWNI ErVartutrut of Vuilbiq Awputim This Certificate isAed pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the Various ordinances regulating building construction or use. For the following, UMOMWkEtion S;knle family__ M&Pemit No, 6386 M.r a Gmup--T,, Fr Fi., Diwi,, Atlantic Beach Owiver of Miding M Cons tructi9qdd,,. Bi1di.,Ad&. 1840 Live -0-ak-Lanai., ina Unit 1 —C John M. Widdows —iL- -'Ma� 21 1984 PWT IN A CONSPICUO" PLACE CITY OF 4&4a4'c r office of Building Official REQUEST FOR INSPECTION Date. Permit No. Time A,M. Received 0 'r ct No, b A Locality /�j Owner, Name -Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing 0 Footing 0 RoughWiring D Rough 0 Air.Cond.& 0 Re Roofing 0 Slab E3 Temp Pole 0 Top Out 0 Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INSPECTION AV. Tues. Wed. Thurs, Friday-P.M. 5"- 2 A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy Date CITY OF v7" '160CEAN 130ULr.V�RD P.0 :'OX 25 A i'LANTIC BEACH, r 1,()�-CDA 32233 'f FLEPPONE(91A)249-2395 INSPECTION LOG BUILDING ELECTRTCAL PLUMBING MECHANTCAL PERMIT# JOB ADDRESS CONTRACTOR 0 1,,TNE R Called In InsDected JEA Approved Temp-Pole Slab Footing Foundation ------ 10 Framing 2-1 Plumbing(R) Electrical(R) limll q LKI S117. 1,Techanical Y,3 Fire Place o7 _Top Out Electrical Final FINAL INSPECTION oL.2— Yx 2— Coi,miients : YA) 40W C CITY OF Fe4d - 716 OCEAN BOULEVARD P.0.BOX 26 ATLANTIC BEACH,FLORIDA 32233 _4C-� TELEPHONE(W4)249-2395 May 22, 1984 Pre-Service Section 3rd Floor Jacksonville Electric Authority 233 West Duval Street Jacksonville, Florida 32202 Dear Sirs : The following final inspection has been made and is satisfactory: Permit #3826 - 1840 Live Oak Lane , Atlantic Beach Permit issued to Ferris Electric Company. Sincerely , / John M. Widdows Building Tnspection .,supervisor JMW:ra 0 0 to 0 On ISO 30 %3 7Z 1-3 CITY OF 4danke Office of Building Official 111111T F11 I"111CT101 Date Permit No. Time A.M. Job Address Local Owner's Name ... ......._Contractor BUILDING ---" CONCRETE ELECTRICAL PLUMBING.,� MECHANIC*" Framing IV Footing 11 Rough Wirin Rough Air.Cond.& 435 Re RDoflng 0 Slab 0 Temp Pole 0 Top Out 0 Heating Lintel 0 Fire Piece 0 Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday-P.M. ,2,2_ 1--4L-/ A.M. Inspection N S r -P.M. Inspector - Finat Inspection 0 Certificate of Occupancy Date f3 CITY OF IS4, 4&44d w- hwcA-49&id4 Office of Building Official REOUEST FOR INSPECTION Z4ZPermitNo. Time kK Received I)Lotrictl%lo. Owner's Job��Add Name— Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing 0 Rough Wiring 0 Rough 2- Air.Cond.& Heating Re Roofing 0 Slab 0 Temp Pole Cl Top Out 0 Lintel 0 Fire Place 0 Pre Fab READY FOR INSPECTION AN, Tues, Wed. Thurs. Friday—P.M. 6) 3- 2z� AN. Inspection Maoe P.W Inspector — Final Inspection 0 Certificate of Occupancy Date CITY OF ct Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A,K Received /n P.M, Wtrict No� Job Addr2w unulty Owner's L111 V-77L.) Name A—Z Contractor BUIL�ING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing D RDughWIring Rough Air.Cond.& X Heating fie Roonny D Stab D Temp Pole 0 Top Out D Lintel D Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs. Friday—P.M, A.M, InspectionMade— -P.W Inspector Final Inspection 0 Certificate of Occupancy Date FLORIDA MODEL ENERGY EFFICIENCY CODE FORM 902 FOR BUILDING CONSTRUCTION BOB GRAHAM SECTION 9/9H POINTS METHOD CLIMATE ZONE GOVERNOR NORTH 3 DEPARTMENT OF COMMUNITY AFFAIRS PROJECT NAME �10-r SQVA- MP&Ik)E - JURISDICTION APL JE2s"r=R AND ADD RESS i 1-1v c Ow, L., Ar-CL Zc4t z I P ZONE BUILDER G-kry\ co tj PERMIT NO. OWNER JURISDICTION NO. S T A T I S T I C S F-1 RENOVATION IF MULTI-FAMILY, NO. OF UNITS GLASS AREA AND TYPE COVERED BY THIS CALCULATION: FM CLEAR TINT OR FILM Fl ADDITION (SEPARATE CALCULATIONS REQUIRED III I ]SGL[] Il I I �Gl_[] MULTI-FAMILY FOR EACH WORST CASE UNIT TYPE.) SEC. H901.1 I I I IDBL[] GROSS WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME R= FLOOR AREA UNDER ATTIC SGL. ASSEMBLY C> I/:-+M R= r I lefl.o R= =.El. COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOTWATER SYSTEM CENTRAL 7 NONE STRIP F-1 GAS NONE &RESISTANCE SOLAR UNITARY F 1 OIL El SOLAR = HEAT RECOVERY GAS EER-SEER = FTR-K 12 HEAT PUMP: COP = [gFQ =DED. HEAT PUMP: COP E] OTHER:__ I D'OTHER: MAX. E.P.I. ALLOWED (from 9A): E:1�.El 7 CALCULATED E.P.I.: CHECK IF COMPLYING BY "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11)* El FORM COMPLETION DATE CERTIFIED BY: (owner/agent) __6�7 CHECKED BY: (building official) THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT. 9A MAX. E.P.I. ALLOWED (CALCULATED E.P.I. MUST NOT EXCEED VALUE SHOWN BELOW) CONDITIONED 901- 1101- 1 1301- 1 1501- 1 1701- 1 1901- 2101- 301-) FLOOR AREA 0-900 1100 1300 1500 1700 1900 1 2100 2309 ABOVE BASE E P 1 120 lf6---�-110 ! 105 1 100 95 1 90 85 k �. 80,/l A/C EFFICIENCY LESS THAN 8.0 EER/SEER (7.5 HEAT PUMP) (as of Oct_J6_er_l_, lVW -10.0 DEDUCTIONS IF MULTI-FAMILY: COMMON WALLS (maximum of 5 points) - 2.5, IF MULTI-FAMILY: COMMON CEILING and/or FLOOR (maximum of 12 points) - 6.0 TOTAL DEDUCTIONS I I COMPUTE MAX. BASE E.P.I. DEDUCTIONS MAX. E.P.1'. ALLOWED E.P.I. ALLOWED I 4:=/-^ 'X.: *RESIDENCES WHICH COMPLY WITH THIS CODE BY THE "ALTERNATE PRESCRIPTIVE COMPLIANCE ............... '.71`ii��i�� APPROACH" (SEC. 903.11) ARE REQUIRED TO MEET OR EXCEED ALL MINIMUM PRESCRIPTIVE LEVELS INDICATED BY SHADED BLOCKS ON THIS FORM, AND ALL OTHER APPLICABLE PRESCRIPTIVE REQUIREMENTS LISTED IN TABLE 9B. THE E.P.I. FOR A HOUSE COMPLYING UNDER THIS METHOD IS NOT CALCULATED BUT WILL BE THE MAXIMUM E.P.I. ALLOWED FOR THAT HOUSE SIZE AS SHOWN ON TABLE 9A. THE STATISTICS SECTION ABOVE SHALL BE COMPLETED AND SUBMITTED TO THE LOCAL BUILDING DEPARTMENT. xii rINFILTRATION: windows/doors 903.1 HVAC DUCT CONSTRUCTION 903.5 WATER HEATER - ASHRAE LABEL 903.2 .-PIPING INSULATION 903.6 WOO SWIMMING POOLS 903.3 HVAC CONTROLS 903.7 SHOWER FLOW RESTRICTORS 903.4 HVAC SYSTEM EFFICIENCY SECTION 903.8 CEILING INSULATION 903.10 1 RESIDENTIAL CALCULATION FORM 902 CLIMATE ZONES 1 2 3 COMPONENT WINTER GROSS SUMMER GROSS A... I'E R SUMMER AREA x WPM POINTS AREA x SPM POINTS st 19.3 11 .5 CONCRETE R 4-5.9 156 9_9 R 6 & UP 3 1 9. 2 .j .4 FRAME fl'769,:Z 7.8 92 24'd'7 !t OR R19-25.9 4.9 5 .6 BRICK R26 & UP 3.6 4 .2 VENEER COMMON 7.8 1 2 .5 1 .. . ...... ............... 3 36�4 ....... .... . ............ .....4.. .... . I I ........w. . .. ... ---------I------------- 247 7 CC INSULATED 235.5 14.5 Fox) 0 STORM DOOR 124.4 29.0 0 COMMON 61 .9 4.5 Q I Lk!rl.S 5�O -7 492,S ILA qg.s 5.5 2r.14*7, -Z UNDER R22-29.9 4.1 5. 0 ATTIC R30 & UP 3.3 3. 7 z R 6-7.9 14.2 14.9 :i R 8-9.9 10.9 11 .3 W SINGLE R10-1 1.9 9.d2 9 �5 ASSEMBLY R 12-18.9 6.7 -7 ,0 "'...A *5 "-, NO ATTIC 44 Li 5.0 4 !X�L 0 5 .5 44P42- 1 r COMMON 4.8 1 .5 R 0-6.9 15.5 4 .8 w R 7-10.9 6.5 2 .1 WOOD 5. 1 .8 R19 & UP 4.0 1 .3 w z Mo - og: R 0-2.9 19.4 6. 0 00 z R 3-5.9 3. 7 0 1 LL 0 R 6-10.9 z 9.3 2.6 m CONCRETE 2 .2 Lu R19 & Up 4.4 1 �6 COMMON 1 4..8 1 .5 EDGE INSULATION PERIMETER WPM a in< 9 2.7 IS ix R 3-5.9 0 PERIMETER 69.5 U)Z R 6 & UP 0 2 LFORM 902 CLIMATE ZONES 123 WINTER OVERHANG FACTOR (WOF) r- OF ISUMMER OVERHANG FACTOR (SOF3 FEET ' N NE E SE s sw w NW FEZT�-� N NE E SE s sw w NW ------- ---- ---- ---- ---- ---- ---- ---- ---- ------- ---- ---- ---- ---- ---- ---- ---- 0-0.9 (:�0.98 0.99 0.74 ' 0.82 0.93 1.00 0-0.9 �11.00 1.00 1.00(�1.00 1.00 1.00 1-1.9 1.00 0.98 0.99 0.75 OP?0.8 3 �L43 1.00 1-1.9 1.00 1.00 a-9,2 0.98 0.97 0*98 b 1.00 2-2.9 1 .00 0.98 CD)0.77 0.76 0.84k_�.94 1,00 2-2.9 1.00 0.9K 0.94)0.92 0.91 0.9��O.98 3-3.9 1.00 0.98 0.99 0.81 0.79 0.87 0.94 1.00 3-3.9 1.00 0.9�� 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0'.84 0.83 0.89 0.94 1.00 4-4.9 1.00 0.91 0.84� 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0. 76 0.79 0.88 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0.72 0.70 0.77 0.70 0. 72 0.83 8-8.9 1.00 0. 99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0.70 0.68 0.77 0.68 0. 70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0.79 0.68 0.67 0.76 0.67 0.68 0. 79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1 .00 1.00 1.00 1.00 1.00 1-.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 IMF HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP k.2-2.3 2.4-2.5 �2. 2.8--2. 3.0-3.1 3.2-3.3 3.4 & UP HSIM 0.45 0.42 0. 0.36 0.33 0.3 1 0.29 SOLAR HEATING SYSTEM (BACKUP SYSTEMW�FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT �4. NATURAL GAS / PROPANE 1.0 (SEE TABLE 9D FOR CREDITS) 01 L 1.0 (SEE TABLE SID FOR CREDITS) "9H I COOLING SYSTEM MULTIPLIER (CSM) EER/ 6.8-6.9 7.0-7.417.5-7.��16-8-.-418.5-8.919.0-9.419.5-9.9 10.0-10A 10.&-10.9111.0-11.9112.04LIP ELEC. SEER CSM 1.00 1 0.93 1 0.8( 0.8� ,4 0.7 6 1 0.7 2 1 0.68 0.65 0.6 2 1 0.5 9 1 0.54 GAS COP 0.40-0.44 0.45-0.491*i�. �0.55-0.5910.60-0.64 0.65-0.69 0.70 & UP CSM 1.50 1 1.25 1 1.20 1 1.09 1 1.00 0.92 1 0.89 1 *ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH MINIMUM AIR CONDITIONER EFFICIENCY LEVEL 8.0 SEER/EER FOR STRAIGHT COOL OR 7.5 FOR HEAT PUMPS. t NOTE: EER= COOLING MODE COP x 3.4 1 3=ARI RATED COOLING OUTPUT IN BTUH TOTAL WATTS CONSUMED HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER HEATER ol GAS WATER HEATER 1 j, INSTANTANEOUS WATER ELECTRIC 4.5 HEATER GAS 12.6 HRU (A/C) WATER HEATER ELECTRIC BACKUP 6.7 GAS BACKUP 13.9 HRU (HP) WATER HEATER ELECTRIC BACKUP 9.7 GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60 - 1.89 1.90 - 2.19 2.20 - 2.49 2.50 - 2.79 2.80 - 3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 SOLAR OVERALL SOLAR FRACTION* 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 �_ V. ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 1 21.6 24.0 HOT WATER 5 W GAS BACKUP 11.4 12.8 *14.2 15.6 17.0 18.8 19.8 21.2 1 22.6 24.0, cc 0 -PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM -" 100 OVERALL SOLAR FRACTION 4 41PI 2 3 OR AREA SGL DBL WOF GWP OR AREA SINGLE DOUBLE SOF GSP 9F CLR TIN CLR TIN 9F N 141. 10 1 FS,-Z-- 157.4 5'2 N Z 146 12 123101 1�w NE 157.4 120.ct i N E 1 -166 190 159 , E 41LO:j C E --b 209 .9vt '3(o-334,7 -157.4 . _,_ft_jR4r? ,J. ISq 2 8 9 14-2--(l 5 SE 157.4 120.8 SE --2-6-L 219 226 189 S 15 7.4 12 O.Xl,-7 I. (f4 6(a,ES S- 1%71 -1 9D- 16Q:j�- �134 IC�o I f ct S-2.�. SW Sw X 157.4 370. 261 219 26 189 W ffl j ' ,C W !13 157.4 ctq 105WI:3 W 289 242(15 (z) 209 ct'i NW 157.4 120.�Q-- NW 221 186 190 159 0 H 46.4 79.3 H 489 408 432 360 a 0 z 0 L HORIZONTAL GLASS (SKYLIGHTS). w 0 FOR SC MAP LESS THAN 0.83 SEE SEC. 902.2d M X, NX.Off'..' 41W C7TOTAL GROSS WINTER POINTS fj&ICj� r TOTAL GROSS SUMMER POINTS r R = 3.5 14414 1-15 .3 C. f R = 3.5 'Iff, 1.15 C4 Sc�-7,7(-f,fz R = 5.0 1.12 R = 5.0 1.12 u-j R = 6.7 1.09 R = 6.7 1.09 '7944,C7 1 0 0 1 n4-Cl J 1.00 n-7 Wo OR t l6vt 404 Ll I - -- 41kli-- 41V- I HSM FROM 9G Iti 6-5 1p,S -3,cl CSM FROM 9H DIVIDE BY DIVIDE BY FLOOR AREA wl FLOOR A UMMER 4Nj T a48 REA CALCULATE E. R 1. WINTER POINTS I SUMMER POINTS HOT WTR PTS CREDIT POINTS PENALTY POINTS P 2- + z4 It (907 S (9c) , (9D)t (gE)= L FEWER TOTAL POINTS ARE ENCOURAGED FOR MAXIMUM ENERGY SAVINGS =9C DESIGN CREDIT POINTS (CP) 9D I HEATING SYSTEM CREDIT POINTS CEILING FAN IN COND SPACE (max 5 CP) NATURAL GAS/PROPANE HEATING [16.0 MULTIZONE A/C SEPARATED BY DOOR- 5 OIL HEATING 12.8 CROSS VENTILATION 11 CP per room) 1 00 WHOLE HOUSE FAN (min.1.5 cfm/s.f.) 5 WOOD STOVE 9E I DESIGN PENALTY POINTS FIREPLACE with outside combustion air 2 WASHER AND DRYER IN COND SPACE - TOTAL GLASS OPENS LESS THAN 40% 9C TOTAL (not to exceed 12 points) I A 3 FIREPLACE W/ INSIDE COMBUSTION 'AIR