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Permit Folder 1960 Beach Ave CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD N} ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027284 Date 11/21/03 Property Address . . . . . . BEACH AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ---- ----------------- --- ------------------ --- -- RUSTY PRITCHETT OWNER ATLANTIC BEACH FL 32233 ------------------------ -------------- -------- Permit . . . . . . TREE PERMIT Additional desc - - Permit Fee . . . . . 00 Plan Check Fee 00 Issue Date . . . . 11/21/03 Valuation . . . . 0 ------------------------------------------------- Special Notes and Comments REMOVE A 28 . 5 SOUTHERN MAGNOLIA TO BE MITIGATED WITH 16" OF OAK TO BE PLANTED ON SITE. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 e,y lob 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 IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ART OF THIS E7 D S CT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL MINUTES OF THE REGULAR MEETING OF THE TREE CONSERVATION BOARD November 19,2003 A regular meeting of the Tree Conservation Board was held Wednesday, November 19, 2003, at the Adele Grage Cultural Center. Present were Charles Carroll, Jim McCue, Bill Permenter, Building Official Don Ford and Susan Dunham. Absent was Maureen Shaughnessy. 1. Call to Order The meeting was called to order at 7:02 p.m. 2. Recoenition of Visitors None. 3_. Approval of Minutes of Meetings of November 5,2003 A motion ,was made by Board Member Carroll, seconded by Board Member McCue, and unanimously carried to approve the Minutes of November 5,2003. 4. Old Business A. Tree Removal Application Form: This item was addressed after New Business. B. Draft Resolution Regarding Protected Corridor: This item was addressed after New Business. 5. New Business A. Tree Removal Applications 1. Part of Govt. Lot 3, Section 9, Township 2 South (Beach Ave. and 19th St.): This item was addressed after item no.2. 2. 348 Dutton Island Road: Mr. Paul Finley of Beaches Habitat introduced himself. Building Official Ford advised that the only protected tree on the site wa's the 23.4"cedar tree. A motion was made by Board Member Carroll, seconded by Board Member McCue, and unanimously carried to direct the Building Official to issue a permit for the removal of a 23.4" cedar to be mitigated with 12.9"of hardwood on site. 1. Part of Govt. Lot 3, Section 9, Township 2 South (Beach Ave. and 19`h St.): In response to questions from board members,Building Official Ford advised that trees number 3 and 4 were located in the interior zone. He further advised that the applicant intended to retain the dune system. A motion was made by Board Member Carroll, seconded by Board Member McCue, and unanimously carried to direct the Building Official to issue a permit for the removal of 28.5" of southern magnolia to be mitigated with 16"of oak to be planted onsite. 4. Old Business A. Tree Removal Application Form: Deferred to the next meeting. B. Draft Resolution Regarding Protected Corridor: Building Official Ford reminded board members that they were to drive through the proposed area and to review the resolution. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 7"1 lelrD s�� APPLICANT NAME ADDRESS TELEPHONE 2. Lo7-3, c ' Z�or�Ty1/('E y� sT ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE D7rf 1/A C Gv , (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL: 62'1/gr" GY' �O� 4:5� 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES ONO NOT SURE 5. SITE PLANITREE SURVEY indicating: _ IWO /l+r -tGdty, a. Existing and proposed structures. b. Location of utilites and easements as applicabl c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an""X". e. Location, species and size of all trees to be perserved on-site for mitigation must be marked with brackets "[]". f. Location,species and size of any proposed new replacement trees marked with a circle "0 g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: 79 '.5 7 � � a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. 41-4'/ c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road, Atlantic Beach, Florida 32233 Telephone(904) 247-5800 Fax (904) 247-5845 1 of 4 7A. TREES REQUIRING MITIGATION - RESIDENTIAL PROPERTY 1. Interior zone trees requiring mitigation Any tree with a Diameter at Brest Height (DBH) of 20" or more 2. Exterior Zone trees requiring mitigation Any tree with a Diameter at Brest Height (DBH) of 6" or more 3. Champion trees Any tree so designated by the Florida Division of Forestry, Department of Agriculture 4. Exceptional Specimen trees Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION RESIDENTIAL PROPERTY Y EXTERIOR ZONE o � Q o m N ui N :x ERT L P OP Y INE R ? : 7.5 . :INTERIOR-ZONE :7.5 r:: I - SIDE SIDE SEB B SETBACK K SETBACK CK Y O Z Q N M m LL u SIDEWALK .----- PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PUBLIC S T R E E T PROTECTED TREES DBH 6" OR MORE 2 of 4 7B. TREES REQUIRING MITIGATION - COMMERCIAL PROPERTY 1 . Interior zone trees requiring mitigation Any tree with a Diameter at Breast Height (DBH) of 10" or more 2. Exterior Zone trees requiring mitigation Any tree with a Diameter at Breast Height (DBH) of 6" or more 3. Champion trees Any tree so designated by the Florida Division of Forestry, Department of Agriculture 4. Exceptional Specimen trees Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION COMMERCIAL PROPERTY b Q EXTERIOR ZONE Co. N W PROPERTY LINE R. OON 5 7.5 Z ��INTERI SIDE SIDE SETBACK SETBACK :y Y O Z Q O N � —.--- PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PUBLIC STREET PROTECTED TREES DBH 6" OR MORE 3 of 4 8. LIS( TREES PROPOSED FOR REMOVAL: DIAMETER * OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY 7AWn 2�5r' / orf/ 5GtiPYc'� �{, Z JKI Et,M 13.0 BSAGE P l�f,.�' � 5 ' ► 9. LIST TREES PROPOSED FOR MITIGATION: DIAMETER * OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY L i ive 06A Y I/ ZA- 45 ', ' DA/ su^, L r Ve acx 41 // -VbF I ii b:r- > r , I✓e a Ta - ' o c,',S o S O 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND R APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. / QA EA Ap nature Date , 0 r ionatu Date Tree Conse tion Board Chair Date *Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade.To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. "Interior Zone: outside the 20 foot front/rear setbacks and the 7,5 feet side setbacks(see diagram on previous page). *'Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 7 W. -R=2421MAP SHOWING BOUNDARY SURVEY OF: A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT—OF—WAY LINE OF 19TH STREET WITH THE WESTERLY RIGHT—OF—WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY); THENCE S03'19'00"E, ALONG SAID WESTERLY RIGHT—OF—WAY LINE OF BEAC AVENUE, A DISTANCE OF 50.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S.03'19'00"W. ALONG SAID WESTERLY RIGHT—OF—WAY LINE OF BEACH AVENUE, A DISTANCE OF 50.06 FEET; THENCE S89'29'00"W, PARALLEL WITH SAID SOUTHERLY RIGHT—OF—WAY LINE OF 19TH STREET, A DISTANCE OF 100.00 FEET; THENCE NO3'19'00"W, PARALLEL WITH SAID WESTERLY RIGHT—OF—WAY LINE OF BEACH AVENUE, A DISTANCE OF 50.06 FEET, THENCE N89'29'00"E PARALLEL WITH SAID SOUTHERLY RIGHT—OF—WAY LINE OF 19TH STREET, A DISTANCE OF 100.00 FEET TO THE POINT 0 BEGINNING. 19th STREET 40' RICHT—OF—WAY POINT OF ZREFERENCE FOUND 1/2' IRON PIPE '8" REBAR NO ID (UNDER PAVEMENT) 28'N) N89'29'00"E 100.00' S89'29'00"W 25.03' � — — w L 0 T 6 NORTH ATLAN BEACH, UNIT N cil w,x PLAT BOOK 15, F TWO STORY ONE STORY MASONRY do FRAME I X11968 MASONRY x I POINT OF GARAGE ONE STORY BRICK WALK CLEAR 0.05' ' 1.4 2' BEGINNING 2.7 2.11' SET 1/2" IRON PIPE =NCE x 'LB 3672' 'S 0. N89'29'00"E 100.00 X 2.27' CONC, ENCROACHES .- 0 x 0 A � COO o � � 4' WOOD FENCE �[ •ENCE ENCROACHES r^+ 'S 0.2 Qx � LOT 5 V � o 0 x 0 0 I 1.1' 1.o' f 1.3' 4' W000 FENCE ENCROACHES x_�o, X, fC46 S89*29'00"W 100.00' 9N CONCD DRIVE UT IN JND 3/4" IRON — — CONC. DRIVE ENCROACHES AASONR Y 'E.NO ID � �4' WOOD FENCE ON UNE I I L CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/23/05 Parcel Number . . . . . 169525-0000-2 - Property Address . . . 1960 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . PRITCHETT, AMY & RUSTY Contractor . . . . . . WILLIAMS CONSTRUCTION 904 273-6006 Application number 04-00027866 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . IJ"' uilding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/23/05 Parcel Number . . . . . 169525-0000-2 - Property Address . . . 1960 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . PRITCHETT, AMY & RUSTY Contractor . . . . . . WILLIAMS CONSTRUCTION 904 273-6006 Application number 04-00027866 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . C , Approved . . . . . . . �---- uilding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL A, . - a.-4 PERMIT WORKSHEET Certificate of Occupancy Job Address: C?Low ,¢.�AC( !A .E- Type Work: , 1 � Property Owner: IJ AJE- Phone # RL) Contractor: W, \ Phone # Z-7 3 J LL-I A-f-1 S C�c'SrJS3�- Permit#: C)4 _ Z-7 a(o(,,-, Date Issued: 4-e Building Inspections: Footing --( Slab ad b Celt block wall Tie Beam Lintel uji r r4Ic stj wao Nailing / Sheathing '7-30-04 Framing / Cover Up rCCn&tf-,k SURA Insulation t I Zy JOS 0277 VIP Final Building 's-1120 OS Tree Permit# [— YES NO Electrical Permit# Date / Copy to JEA Temp, Pole Permit# _ Z�-7p Date /Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole A4.1 ki 0 Z--1 Released to JEA Final r' Zv JOS Released to JEA Mechanical Permit# Ca�S- 04-7-133IR I Inspections: Rough Final Plumbing Permit# L Inspections: Rough TUnderslab Topout V-,t i tAf ZIAIV. lt)r Water/Sewer 5 , Final 20 S Drainage Inspection: Pool Permit# Inspections: Steel 19 , 1`- 05 Final _ Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final ,n: ,• cI&Aki4 L -3v Date Paid: _ ,�� Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030341 Date 5/13/05 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . TREE REMOVAL APPLICATION Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PRITCHETT, AMY & RUSTY OWNER 1960 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 270-1900 -------------------- -------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/13/05 Valuation . . . . 0 Expiration Date . . 11/09/05 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED TO MITIGATE 12INCHES OF C ONSITE AND A MINIMUM OF 4 INCHES F(Z7 0Ul— OFFSITE AT JACK RUSSELL PARK. Fee summary Charged Due - Permit Fee Total . 00 . 00 Plan Check Total . 00 . 00 Grand Total . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES. C% ., BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Ill Department j CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: `,/� 1 1 ( 1'Y1, _5 � ✓�s �-Uc i pal Permit#: ,� l Property Address: I (A LUQ f?)rLf�CI-A AY Legal Description,. r"_JT ('(�. O7� q , 1,x`2 Improvements to the above-described property have been completed in accordance with the teras of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: _ led Required As Built The following must be completed before issuing Certificate of Occupancy.- Department ccupancy:Department Date Notified Date Approved Approved By Fire Dept. Public Works Works S- s-_ d - Public Utilities Planning Dept. Building Dept. S' . 2 S 05- - S• 2 r- 03— Final SFinal Survey with FIFE CV Yes ❑ No All Re-Inspect Fees Paid C Yes ❑ No L q 0 .r April 18, 2005 Attn: Tree Conservation Board °. RE: Off-property Mitigation Application Number 0 -0027284 YPY Ie l I.w, Property Ad From: Rusty Pritchett, Property Owner Dear Board Members, Please see attached copies of my tree permit and survey. As I discussed at your meeting on April 13'h, because of limited space in my back yard, I would like permission to plant a part of my required mitigation, at Jack Russell Park. Because of the removal of a 28-1/2"Magnolia property,my permit calls for 16" of Oak as mitigation. I have already installe 2" 0 at the property address, and therefore would be planting, at my cost, another Oak at a minimum of 4"DBH, in order to beautify Jack Russell, while at the same time fulfilling my mitigation requirement for the removed Magnolia. The Oak at Jack Russell would be installed by a licensed horticulturist at a location not interfering with any of the park facilities. Thank you for you consideration. If you have any questions, I can be reached by phone at 699-3006. Thank you. IJ .1,111111 / Xhl � ro� 'Y 4�� rad CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027284 Date 11/21/03 Property Address . . . . . . BEACH AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------------- - -- ---- --- - - -- - --------- - - --- - - RUSTY PRITCHETT OWNER ATLANTIC BEACH FL 32233 ----------------------- ---------- - - ------------ - - - - - -- --- -- -- - - -- - -- - - - - - - - - Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/21/03 Valuation . . . . 0 --------- - - - ------ ------- - ----- - - ----- --------- - - - - --- - ---- - - - - - - - - - - - - - - - - - Special Notes and Comments REMOVE A 28 . 5 SOUTHERN MAGNOLIA TO BE MITIGATED WITH 16" OF OAK TO BE PLANTED ON SITE. . Fee summary Charged Paid Credited Due ----------------- --------- - ---------- --- --- ---- - - - -- -- - - - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 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 IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ART OF TI ERMi D S SECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �r+► BUILDING OFFICIAL 1 j i� I1 SCALE: ; APPROVED BY' DRAWN BY DATE: REVISED REVISED DRAWING NUMBER 5_cn- Z"J j 1 CITY OF ATLANTIC BEACH 11 `j PERMIT CALCULATION SHEET s, Date: 3 % 2- 0 Address Q 6 0JE _j Heated Square Footage @ $ per sq ft= $ Garage/ Shed d @ $ _�) per sq ft= $ I Carport/Porch $ t) per sq ft= $ Deck @ $ ----per sq ft= $ P Patio @ $ per sq ft= $ TOTAL VALUATION: $ :30 003 Total Valuation I,, $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: a-�-2- + 1/2 Filing Fee $ FLOOD ZONE: _ C _ (() Fireplaces @$35.00 $ W ,00 IMPERVIOUS SURFACE: , 4 U BUILDING PERMIT FEE $ WATER IMPACT FEE $ -6-10 SEWER IMPACT FEE $ 12S-0 WATER METER/TAP $ j"2,5 CAPITAL 5CAPITAL IMPROVEMENT$ 2- SEWER SEWER TAP $ C %/) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ STO�O�) SURCHARGE $ OTHE $ GRAND TOTAL DUE: $ 1/13/03 Page I of 1 Schlueter, Jennifer From: Walker, Chris Sent: Friday, May 20, 2005 2:22 PM To: Schlueter, Jennifer Subject: RE: CO INSPECTION Jenny, sewer clean out is visible . Okay with me, Chris -----Original Message----- From: Schlueter, Jennifer Sent: Friday, May 20, 2005 11:08 AM To: Kaluzniak, Donna; Carper, Rick; Walker, Chris; Deming, James Subject: CO INSPECTION Happy Friday, Williams Construction is asking for their final CO inspection and drainage at 1960 Beach Ave. Their number is 273-6006, and the Permit#is 04-27866. Tx, Jenny 5120(2005 p�L.ANIIc �t0R10a OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE ��Inoorin -`usetobecovered, an u►aeror other pector has hth, earth or other Y part of the had ample time to material, until the Work der additions approve the installation.er or corrections have beenIF ATLANTIC BEACH ode'�atiti 247.5826, Building Depart- PLUMBING 800 SEMINOLE ROAD in the pection. Field Inspectors °��fir� i�04am,to5oo EHEC 'TIC BEACH, FLORIDA 32233 TION PHONE LINE 247-5826 �``��DughFt�day. 'atit on�Number . . . . . 04-00028768 Date 5/20/05 perty Address . . . . . . 1960 BEACH AVE Tenant nbr, name ADDITIONAL SEWER FEES Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PRITCHETT, AMY & RUSTY WILLIAMS CONSTRUCTION 1960 BEACH AVENUE 1129 NECK ROAD ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 270-1900 (904) 273-6006 ------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/29/04 Valuation . . . . 0 Expiration Date . . 1/26/05 ---------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP FEES 1754 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1754 . 00 1754 . 00 . 00 . 00 Grand Total 1754 . 00 1754 . 00 . 00 . 00 Citp��o--f�Atlantic Dench e*+ �TUER RECEIPT tee MITH Ditto: Draw 5/229/15 61 Receipt no: 5 .65631 Descri ion 28768 Quantity Amount BP DUILDINS PEWITS 1.16 $1754.16 Tender detail CC CRIT CM $1754.66 Total tendered $1754.0 Total payment $1754.66 Trans date: 5/21/65 Time: 16:32:33 :WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING BUILDING OFFICIAL Schlueter, From: Kaluzniak, Donna Sent: Monday, 2:38 PM To: Schluebar, Jennifer Subject: RE: 19OOBeach Ave. jenriv, the S2954 is the sewer tap fee, so they can the $1200 they already paid. Sorry for!he troub}e. -Donna ---OriginalMessage-- p,mm: Sent �o - Subject: Donna, C /�� unme\ ' � -�//V~/ u �w]y��l�w ertap and $125� a� impact �aL�eysd�mdynaidv Or is th | agree ^� ~� �� /- ��l /- eview up front! K is typically taking up to 4 weeka [or penni�� tobeiE -- � ~� ~' ��[�i/ �n requestingthat isn't onthe app! Thank' Jenny Fn s� -- ' ~~ � Tc C, ��"� J�� ` ,�' � .~�=`� J / \ othe 1�71Beoohunderstand the address � in _' -' Ave.� E _ . iUneed totd|the resident that the cost iagreater than otyp�e\ C x` � / / c�' /~` �viUpoindng. as well as core-bore into a manhole. The cost �q. $2854. |fthe service isone that can bsdone in-houam. wm iuyLua= ....-_ ice. But ininstances where the service must govery deep and special work like a core bore is neeaeu, vm_ .— to charge what it costs the City. Feel free bouse nnye-mail to explain bothe customer ifthey are upset. Chris orone ofthe guys might need todosome more up-front investigation to ensure more accurate pricing in the future, although I understand that takes longer in the permitting process that vveare trying toexpedite. Thanks, Donna Doonaka/uz///s6 UfilityDirecb/ /20DSandpiper Lane Atla//6c8oaoh. FL 32233 PH, 904'247-5834 F�X! 904'247-6843 dkal/oo/ak us ' o�c p�cLnNr'C 'c�ORtOP ., _w QVI,a, wcvve'orcause100eCovered, any part of the work I f+(offing lath earth Or Other material, until the proper as ample t`1Y1e tO approve the install ion.had ample SING ve beePL p, shy V van of a 17k WSTA • - - • IT W- 0[0 U0A 4 kyl MITI DAA THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted i -- �► t,c ,t,ue Q Pr3 _ ur�1r-r,� VIV .00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELec are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. , CITY OF ATLANTIC BEACH `, BUILDING AND PLANNING J+ 800 SEMINOLE ROAD S ATLANTIC BEACH,FLORIDA 32233-5445 S1 TELEPHONE:(904)247-5800 1 = FAX:(904)247-5845 �=r Ljvx,Rxi"; http://ci.atlantic-beach.fl.us v P Application Number . . . . . 05-00029905 Date 5/05/05 Property Address . . . . . . 1960 BEACH AVE Teziant nbr, name . . . . . . POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor - - ---------------------- ------------------------ PRITCHETT, AMY & RUSTY OWNER 1960 BEACH AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ( 904) 270-1900 ---- - -- - - -------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc POOL EQUIP & LIGHT Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due _ .. -------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 I- r MM-TRUOF ICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION' Property Addre": �► 777, TeJopbone ` l factor: r Telephone it, tt`ov actor Ad&&s: - Q)- �1 tic Fax y sn -AwW&1v0w of paws! siren !br fMet dw worst aAvdibd ie tMe ebOve Wgftm , we 6e�bv %vW m Worm u►id*t4 in ?�x MalarlaQ V ft IN avWAW Pie"fwd open liamwe"w6ch ave a pert bowl aed a acrordmice wills the Ciri Of Alboit Basch ardkmwe *WmdB Of: dwKAVL �- D Reeidwtde n Temp. o New +Iona an d►a huilaaiR Xow o Carrmtercitat C2 gig © 1rCreaae or sitc lim Ike building Jid 0 Ad&iW Sq.ft a i 0no2Y f .:: o "frailer Serwkv: if 011W wu+rnrumm Is Men* C�aa 'bt Sipe: AMPS: 4r° Swach or i 1tACF� k' AMPS PN W VOLT WAY ,.. 1A ,m,48 5erviae i RACE i AMPS Phi w NO NO SYZE NO UZE� CONCEALED CONC D C» g.m 8A)AMM 1100 AMPS i } y., ti t ltz«eeCCen4 & l .$... .. . ,.`rRANSP x.xi itYlCas i s ------ "H:> RA77NG P. rt f�. �►'f ING CRu.fN few-HEAT , dMP,DAOTOR !•AQTOVS AMPS FCEAT NO UNMR 1 H.P. PHS T 7 tEbnttiats K VA 3 Nf. .--._.-- ' Sin • _ _ �'y�A�P�.+,L•ft• �ir�'v"'fSS9-�+s�+ �'1'7(o�XGYrI�«iM1l�::'.a.'!Y.'J'.�L 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 f`4f jjIT Application Number . . . . . 05-00029905 Date 3/18/05 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor - -- - --------------------- ------------------------ PRITCHETT, AMY & RUSTY OWNER 1960 BEACH AVENUE A`T'LANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270-1900 ----- - -- -- ------- ------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . Valuation . . . . 15000 Fee summary Charged Paid Credited Due - - - -------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 00 . 00 9 0 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. µ BUILDING OFFICIAL CITY OF ATLANTIC BEACHMAR 1 s rr POOL PERMIT APPLICATION Date: jlv Job Address: Owner, Phone: tiZ4 Contractor: S /?Z' Phone: Address: y f` Fax: Citti : State:/L Zip Code-,300� Val uation of Proposed Construction: Ci, oco Gallons: /G, 000 *Impervious Surface Calculation: '] OYa • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to 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. Proced u re: In order to expedite issuance of permits,please follow all steps and provide all information as anuropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made, the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have t17e permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is chargccl for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ei.stiantic-b"ch.fl.us I ticrchv certify that all informati 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: AS TO OWNER: �Q M Swan�it)sand subscribed before me this ` day of +"t A yL h _ _120 Stateof hlorida,County of Duval Notary's Si re: .PP..W.P..Y.NMp�N.. KIMBERLY A.M�LEIAt Personally known Caa+n�/0000�6N1 10"69~ ❑ Produced Identification 156 a FYI RUN* ANi4,Yee .N...N Type of Identification Produced AS '[ ONTRACTOR: Sworn to:uid subscribed before me this �� day of �A Y�Yl .20 Q., . State of Florida,County of Duval Notary's Signature: ..a.a.x......NiN...N...NNMY A,MLLEtZ N.Nf... Ly1 Personally known c4me Doom~ s<tME a""amm ► ❑ Produced Identification � soaMOthn► �•�»`.jNi"° Type of Identification Produced 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.n.us • a o.,:.-...a 1 rnn CITY OF ATLANTIC BEACH OWNEWBUILDER AFFIDAVIT Dater/ p fg f > Address: A&o ) u- Allu 1 i.t, )TER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO w,NOWLEDGE THE LAW: 0I'SR'LOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE ATI JED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE (Gk NCR OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A W! NSE. YOU MUST SUPERVISE_ THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE— k° I'WO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A c'd oo MERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USF AND x+ € I JPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE I<I:'d I' YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME I'"3 :I YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT 14M h +,+NLICEN5ED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO I'I II BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT {)I'I..E EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL 1 k'I NSING ORDINANCES t kDINANCES ALSO ALLOW AN OWNER TO IMPROVE, THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL W I \MILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A Isi!iI_I)ING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY 011 YlICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE iN )I'R"DIRECT SUPERVISION OF THE OWNER, WHO MUST B�ON THE JOB AT ALL TIMES WHILE WORK IS IN I'k()t gRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. I ICE OWNERS MAY BE LIABLE FOR, INJURES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT ;i't t k1"STS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE I't 9l.ICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND 'k:i I4 I LD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON TIE WORKERS I I I " EMPLOY ON THEIR IMPROVEMENT TRADES. N I,,ICENED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES OWNERS BEING II:CT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO, 455-228(1). AN "OCCUPATIONAL LICENSE" IS rit 4, ,�DEOUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR I I I I( FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. T'I'i,l]'IJONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. i !fl,REBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I ( ':,M I'LY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PR E O BUILDER ............................................. KIMBERLY A.MILLER S CommA D0024W S�,\i,i'hi TO AND SUBSCRIBED BEFORE ME THIS �s YNAY OF �"t M A�GV� 20O teaaw wu Evmwaal rj �I r,.,)' ftarrd�No4-A,4c NOTARY PUB I ' A MY COMMIS EXPIRES: Aullm ? 1, 2OO 7 NWL PHRASES UNDERLINED ABOVE. J VACANT ,fes Q// Wi indoWs ,s f 0Vrs f,P bC --Y oma 1 mi f�/I f'�pe Shat/ � / L7ia PSG Al FS -pw Sch. aQo ¢o CeN89 '029 ' U"'*' O" E 100. 00 �- Co Q WAMR $ METER 0m . . . 21 .0' 0 LP 27.5' f J cc FINISH FLOOR 18., $ FINISH FLOORw27. f LhANG AREA . ? GARAGE 1 ENTRYy AREA COi+1WTE'�DR1VE ""M 0NDA[TN r 4 a cn 'Tu rraover 2.27Ar3, Ul t�� w 1,✓ J - - 25.2` °,.- 5` ► o 3 HEADWALL ' wooll o Pit 70 'S t�?-Plr te C,-70170 7,67 /,?OV J-4 X 16 vtv-18 6 f r,,m FO O f _ r , -77 t � ' t D to 1t A1C 6'81, –�- 1 ;,, - r Cove rj`2- o" � g Approved Swimming Pool, Spa and Wading Pool Dual Main Drain Atmostherpic dent Arrangement Complaint with 424.2.6.6 of the Florida Building Cod V-6- Minimum_ iSyp•3 r-- ASME/ANSI A112.19.21Mt987 listed Grates I! 1 with snatching Main train Sumps m, —2-T iTyp. 2 Placesi 2" �' ^ Maximum distance to --+y� Vent Too Connection 1'.0" 1 —2"xl tf2"T 4- P/'P//7 q J if 2" Suction piping — 1 112" Vent piping Maximum Underwater length of vent piping 30 feet Vent to Atmosphere In a manner that the vent will not be Wocked by infestation, debris build-up, or mlcroblological contamination. (v Pump— -- Label rent:"POOL- SAFETY DEVICE DO NOT HANDLE" f K9 .tl L'e+ CITY OF ATLANTIC BEACH cc: D. Ford T f BUILDING / ZONING DEPARTMENT L. Higgins .'. � 800 Seminole Road oer Atlantic Beach,Florida 32233 31�� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # C� j Property Address: q U 0 r� Applicant: rrl Project: Pao f This permit application has been: ❑ Approved a- Reviewed and the following items need attention: Please re-submit your ap lica ' n when these items have been completed. Y Reviewed B Date: Date Contractor Notified: CITY OF ATLANTIC BEACH MAR 1 ?0'.15 1 POOL PERMIT APPLICATION Date: Job Address: � 'Xy Owner: Phone: ��3� Contractor: Phone: Address: Y 7` Fax: City : AEjf State:? Zip Code:-317-11 3 Valuation of Proposed Construction: CO-) Gallons: /G, 000 *Impervious Surface Calculation: .31 '�t, • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? /� If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to 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. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. IVA- Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 3/04 I hereby certify that all informati 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 correct and that t e plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: /C.. AS TO OWNER: y f^ Sworn to and subscribed before me this I ` day of M a V C t'I 120 O� State of Florida,County of Duval Notary's Signature: ...+....o.................................. K*AWRLY A tAILLER Personally known com"0 00021M EV MS*iG 0I ❑ Produced Identification am , 'wu Honda NowA15I�c Type of Identification Produced AS TO CONTRACTOR: I r- Sworn to and subscribed before me this ` day of M A Y CY, 20 OE� State of Florida,County of Duval Notary's Signature: ��'►�i �.........ViMSERLYX MILLER.... Personally known Y ' g EOm WrAff ❑ Produced Identification ��• ead.d wu ~ Florid.Nalco inc Type of Identification Produced 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 3/04 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: ✓/ o Job Address: 46 )14 4 0 AE CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. ' OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PR E OWNE BUILDER �......ou..0.......................... KIMBERLY k MILLER z ri m Com#0=45M SWORN TO AND SUBSCRIBED BEFORE ME THIS�I tAY OF M a VQ1 2095 � eond.a 1" Flald�Nofte�rAan,1ne IAA�so 1 rlot`tom/`___ NOTARY PUB I ' MY COMMIS EXPIRES: AVIM �j 1, 200-7 NOTE: PHRASES UNDERLINED ABOVE. w VACANT I-."?// w-indows *'oovrs � � be o a � Z WZ h__.C_�Rl J?ao1_ rv,, , -_ 5 -e rn - jgl/ ape. sl all /a ! Dia J?+sG AlFS -pw Sch.�� WATER N89 *29 ' 00" E 100. 0 METER 1 . 91 (7 aw 21.0' cr+ cap 27.5' 1 . 0o t3cc .sn41 a v„ FINISH FLJOR=18.1 FINISH FLOOR-27.7 1 LIVING AREA 8'O GARAGE Arca � 8� ENTRY AREA ``' CONQRETE 40RIVE 'm Per Imc¢cr '� y�l ,n I2�000 a� FOV D A FI ONLP , P. 25.2' ,.. rn W�o� Q 25.9' 20. 2 -:,K 1.0' WIDE BLOCK O Qf 31(-3 y,y,r A � ' 702 , u- 3 6,5 4 c) L7 /7 75 J-4 16 6 ,i� 77k ago 01 -!6t AA not, 3A -4 CITY OF ATLANTIC BEACH c�: c: BUILDING /ZONING DEPARTMENT L. joe s 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # � ` Property Address: I It LP j C-14 y' Applicant: Project: �(�(2 This permit application has been: EV Approved E-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: 1,.N- Date: Date Contractor Notified: CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r Application Number . . . . . 05-00030130 Date 4/22/05 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . UNDERGROUND ELECTRICAL Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------- ----------- PRITCHETT, AMY & RUSTY OWNER 1960 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 270-1900 ---------------------------------------------------------------------------- Permit . . . . . . UTILITIES PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments AVOID WATER AND SEWER MAINS AND SERVICES, HAND DIG IF NECESSARY. IF COORDINATOR NEEDED, CONTACT CHRIS WALKER AT 247-5874 OR 247-5834 . Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN ODES. BUILDING OFFICIAL VACANT o :2 m � o N890 aEWATER'029 Z X000 00 METER 0 UloUl Ofrill 21.0 cn 27.5' <OD FINISH FLOOR=18.1FINISH FLOOR=27.7 z D LIVING AREA ENTRY GARAGE = D 4 AREA jj ►N i o CONQR "DRI FOVNDA �10N 25.2' h 2.5� o eel ,Wvle6F } 25.9' `t'ZS i3 0uIr 1,67 43 1 .0' WIDE BLOCK p� O HEADWALL m SEMINOLE �G V os le }� L£L OZ NI 9L elcaoz c b061 8£L MAP SHOWING SURVEY OF A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF 19th STREET (A 40 FOOT RIGHT OF WAY) WITH THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY); THENCE SOUTH 03'19'00" EAST, ALONG SAID WESTERLY, RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 50.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 03'19'00" EAST, AND ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 50.06 FEET; THENCE SOUTH 89'29'00" WEST, PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF SAID 19th STREET, A DISTANCE OF 100.00 FEET TO THE EASTERLY LINE OF LOT 20, BEACHSIDE AS RECORDED IN PLAT BOOK 42, PAGES 14, 14A, 14B AND 14C OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'19'00" WEST, ALONG THE WESTERLY LINE OF SAID LOT 20 AND THE WESTERLY LINE OF LOT 21 OF SAID BEACHSIDE, A DISTANCE OF 50.06 FEET; THENCE NORTH 89'29'00" EAST, PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF SAID 19th STREET, A DISTANCE OF- 100.00 FEET TO THE POINT OF BEGINNING. Ila' Pvc SANITARY MANHOLE #2 11 9TH STREET 10' PVC _ N�` — POINT OF REFERENCE \\ 40' RIGHT OF WAY (PAVED) \\ WOOD POWER POLE SO' PVC4\ WITH BENCH MARK /2 EDGE OF PAVEMENT ELEVA71ON-25.71 CLEAN By C.ONCRETE.WALK ` l • I (100.00') 0.3. 1:0' WIDE, 5.0' HIGH WOOD RUCK WALL [ FENCE WITH CONCRETE WALL f INSIDE 04 0 o VACANT °f- II LOT 21 `� �� rn + I POINT OF BEGINNING r 1 �0 0 w "0 N89"29'00"E 100.00 WATMo �zODOM N Nrn p N 21.9' z1.o N 27.s' sEA y OD O? ?Z' ' 8.0' FINISH FLOOR-27.7 , _� 0 D (� �i FINISH FLOOR-18.1 GARAGE • D N N 1 UVING AREA E,47RY N .d -.� • t... ._ _._- ---- ----' --- .� -------- - - -- t. D - �U F04JNDA411UN ti t � cn I ; y P 25.9' 9 o I`_Z'.p >�. v 20.2, ` n:�.. p �AMK 0 D 8 1 O' MADE BLOCK - � rn O HEADWALL Y=Y ,4� d W - / D o.�' 5' WOOD FENCE �.o g 0 S89"29 00"w 100.00' X � I CONCRETE c LOT 20 I I NOTES: —THIS IS A SPECIAL PURPOSE SURVEY TO SHOW FOUNDATION LOCATION ONLY. —BEARINGS BASED ON WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE BEING SO3'19'00"E AS PER BOATWRIGHT LAND SURVEYORS DRAWING NUMBER: 2003-1555, DATED: JANUARY 5, 2004. ` THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY SHOWN HEREON APPEARS TO LIE IN RUSTY & AMY PRITCHETT; EVERBANK. FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001D. REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. "NOT VAUD WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER." FOUNDATION: JUNE 29, 2004 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 ` CHECKED BY: '<r� (� ^ DATE: DRAWN BY: CSK BOATWRIGHT LAND SURVEYORS IN1✓. JANUARY 5, 2004 FILE: 2004-0849 1500 ROBERTS DRIVE, JACKSONVILLE BEACH,- FLORIDA 241--8550 SHEET.L OF I__ XREF: 2003-1555\CSK CITY OF ATLANTIC BEACH t f PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Z#4k—C."R A L/ Applicant: P)U5 14 PKII T C H U F T Project: UtJ C4 69, D ELL - fie-I& Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: F- 9 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewedb o Kai 'ak, P c tilities Director Date �� Signature Contractor Notified Date CP CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EAe*k*q POQ,5 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 ! Fax 904-247-5845 Ely, y �,� Date _.-_.__� Job Address Mylo 664e d e4 � Permitee: ,L.7A—,q4F5 R pjQ/TC#ffPl - Telephone Permittee Address: Requesting�••Permission to Construct: Location: (Reference to Cross-Street) it/�trJ eoyorzam7-1,o V ,+7— /9100 $ �N�✓� 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (k,"No ( ) Date: Bell South Telephone Company Yes ( O/No ( ) Date: Ferrell Gas Yes (t f'No ( ) Date: Comcast Yes (--Y'No ( ) Date: /Q J l� 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles,wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida DepartAent of Transportation Standards and be performed under the supervision of ff/ P1T- (Contractor's Project Su erintendent)located at - Telephone#: 9 -3do4; 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with A9 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify,defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon completion. OWNER Signed: ,Date: 1 1 Before me*this7 lff4 day of in the County of Duval, State Of Florida,has personally appeared Notary Public at Large,State�f Flry o�da��DAY of Duval. My commission expires: ti _1 Personally Known: or Produced Identification: L Kwv+ (� . ►(Yl N.NN..N...................... N..i.iNN KIMBERLY A.MILLER CmrimN D0 Dorn 61311200rAff 7 loud on(600 4264 Rioikl�No1�rNANn.,Ino r iUNN• 2426 <irth host@callsunshine.com> To: <pritchj@nationwide.com> cc: �3 bcc: Subject: SSOCOF CONFRM 2005/04/08 #00001 09853034-000 NORM NEW 04/08/2005 12:03 PM CONFRM 00001 CALL SUNSHINE 04/08/05 12:03:13ET 09853034-000 STREET Ticket : 09853034 Rev:000 Taken: 04/08/05 11:52ET State: FL Cnty: DUVAL Place: ATLANTIC BEACH Subdivision: Address 1960 Street BEACH AVE Cross 1 19TH ST Within 1/4 mile: Y Locat: FROM THE POLE DIRECTLY ACROSS THE STREET FROM 1960 BEACH AVE LOCATE CROSSING THE ROAD AND LOCATE THE E SIDE OF THE PROPERTY **** Remarks *** GEOCODED PLACE IS ATLANTIC BEACH *** *** LOOKUP BY ADDRESS *** Grids 302OA8123A 3021D8123A Work date: 04/12/05 Time: 23:59ET Hrs notc: 060 Category: 3 Duration: 08 HRS Due Date : 04/12/05 Time: 23:59ET Work type: RUNNING U/G ELECTRICAL SERVICE Ug/Oh/Both: U Machinery: Y Depth: 36IN Permits: Y PENDING Done for RUSTY PRITCHETT Company HOMEOWNER Type: HOME Co addr 1195-1 MAYPORT RD City ATLANTIC BEACH State: FL Zip: 32233 Caller RUSTY PRITCHETT Phone: 904-699-3006 Contact RUSTY PRITCHETT Phone: 904-699-3006 BestTime: 8AM-8PM Mobile 904-699-3006 Fax 904-247-4449 Email PRITCHJ@NATIONWIDE.COM Submitted: 04/08/05 11:52ET Oper: EVE Chan: 10 Mbrs CAB457 CCTV03 JEA LS1104 SBF17 UQ1098 04/11/2005 08:27 PM Ticket Status Report From: Central Loc Service To: 904 247 4449 Page 1 To : HOMEOWNER 1195-1 MAYPORT RD ATLANTIC BEACH, FL 32233 RE : Locating Facilities in the Area of Your Excavation This is an Important Safety Message from Central Locating Services , Ltd . We perform Underground Facility Protection for Various Utility Companies listed below. We are replying to your request to locate Underground Facilities in an area where you are planning excavation work , The following is the current status of our facility marking in the area Specified in your Notification or Notifications , Ticket Number Ticket Information --------------- -------------------------------------------- 09853034 : 1960 BEACH AVE County/St : DUVAL , FL Utility : COMCAST CABLE / CATV Status : Clear - No Facilities 09853034 : 1960 BEACH AVE County/St : DUVAL , FL / Utility : BELLSOUTH / Telephone V Status : Clear - No Facilities ---------------------------------------------------------------------------- If you have any questions or concerns about these responses or status once you reach your Excavation Site , please contact our local dispatch offices at : 352-343-8770 CITY OF ATLANTIC BEACH KK S PUBLIC WORKS DEPARTMENT j 1200 Sandpiper Lane Atlantic Beach,Florida 32233 01 19 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # (')C�- - �301 Property Address: I C1 LO 0 0� Applicant: Project: W J ��1�,��/�� Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: In order to ensure proper compaction of backfill, utility cut must be a minimum of one foot in width. Backfill must be mechanically compacted. Contact City Inspector, Mark Lyon, at 484-4982 prior to placing asphalt in cut . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewed c er, P.E.,Public Works Director Date U 4 J Signature Contractor Notified Date M.'o-142,�-edZokV FEAcVft*g CEIVED ATLANTIC BEACH BUILDING 8 ZC7Nif�C CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY 2005 800 Seminole Road f 904-247-5800 Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 BY. 401-05 Date Job Address____ e?o '66�4eN /4vs Permitee: 1_7KMF5 Telephone# 09-300� Permittee Address: /l95� �f'y�er Rois►-i7 �1-l3 Requesting.Permission to Construct: &IND6XQ�PouA1_b �cEc7� e�tL SL�Y�CLc Location: (Reference to Cross-Street) _AeoNs'TRa�r�o 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (✓il"No ( ) Date: Bell South Telephone Company Yes ( O/No ( ) Date: Ferrell Gas Yes (t4 No ( ) Date: Comcast Yes (.-Y'No ( ) Date: /Q�s 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles,wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Depa ent of Transportation Standards and be performed under the supervision of f�/ F'T7-- (Contractor's Project Su erintendent)located at — OR Telephone#: 9-3004 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 0 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon completion. OWNER Signed: Date: Before me'this7 I fo fF4. ay of Y) 10 in the County of Duval, State Of Florida,has personally appeared Notary Public at Large,State D FWa�Wly of Duval. My commission expires: tt Personally Known: or Produced Identification: FL L �� NNNNNNN NNNN��NN` KIMBERLY A.MILLER Comm D=4W �`� E)Orw 6131/2007 p! ewww VW G (600y132 4254 Florld�pWdr�r/Wn. Inc NNMN�NNN��NN�NN VACANT m 0 1 l -u 1 0 M O Y gg n � N89 *29 � 00 E» . WATER "° z L� METER D O Ul FF21 .0' tr cr 27.5' co Oo s D�DN FINISH FLOOR=18.1 FINISH FLOOR=27,7 = z LIVING AREA 8'0 GARAGE 4 d -i ENTRY r di AREAo + C©N( R 9DRI FOV N D A I ON 1 25.2rc4o 4y ► ''v� 2 5.9. u 120 0 1.0' WIDE BLOCK Q CD HEADWALL 2426 <irth host@callsunshine.com> To: <pritchj@nationwide.com> f cc: bcc: Subject: SSOCOF CONFRM 2005/04/08 - #00001 09853034-000 NORM NEW 04/08/2005 12:03 PM CONFRM 00001 CALL SUNSHINE 04/08/05 12:03:13ET 09853034-000 STREET Ticket : 09853034 Rev:000 Taken: 04/08/05 11:52ET State: FL Cnty: DUVAL Place: ATLANTIC BEACH Subdivision: Address 1960 Street BEACH AVE Cross 1 19TH ST Within 1/4 mile: Y Locat: FROM THE POLE DIRECTLY ACROSS THE STREET FROM 1960 BEACH AVE LOCATE CROSSING THE ROAD AND LOCATE THE E SIDE OF THE PROPERTY **** Remarks *** GEOCODED PLACE IS ATLANTIC BEACH *** *** LOOKUP BY ADDRESS *** Grids 302OA8123A 3021D8123A Work date: 04/12/05 Time: 23:59ET Hrs notc: 060 Category: 3 Duration: 08 HRS Due Date : 04/12/05 Time: 23:59ET Work type: RUNNING U/G ELECTRICAL SERVICE Ug/Oh/Both: U Machinery: Y Depth: 36IN Permits: Y PENDING Done for RUSTY PRITCHETT Company HOMEOWNER Type: HOME Co addr 1195-1 MAYPORT RD City ATLANTIC BEACH State: FL Zip: 32233 Caller RUSTY PRITCHETT Phone: 904-699-3006 Contact RUSTY PRITCHETT Phone: 904-699-3006 BestTime: 8AM-8PM Mobile 904-699-3006 Fax 904-247-4449 Email PRITCHJ@NATIONWIDE.COM Submitted: 04/08/05 11:52ET Oper: EVE Chan: 10 Mbrs CAB457 CCTV03 JEA LS1104 SBF17 UQ1098 04/11/2085 08:27 PM Ticket Status Report From: Central Loo Service To: 904 247 4449 Page 1 To : HOMEOWNER 1195-1 MAYPORT RD ATLANTIC BEACH, FL 32233 RE: Locating Facilities in the Area of Your Excavation This is an Important Safety Message from Central Locating Services, Ltd . We perform Underground Facility Protection for Various Utility Companies listed below. We are replying to your request to locate Underground Facilities in an area where you are planning excavation work . The following is the current status of our facility marking in the area Specified in your Notification or Notifications . Ticket Number Ticket Information --------------- --------------------------------------------- 09853034 : 1960 BEACH AVE County/St : DUVAL , FL Utility: COMCAST CABLE / CATV Status : Clear - No Facilities 09853034 : 1960 BEACH AVE County/St : DUVAL , FL Utility: BELLSOUTH / Telephone Y Status : Clear - No Facilities ---------------------------------------------------------------------------- If you have any questions or concerns about these responses or status once you reach your Excavation Site , please contact our local dispatch offices at : 352-343-8770 P,LAN 3P 4. . v _ F�0R10P OF ADDITIONS or • " • DONOTREMOVE JOB AOORESS DATE g6fl se+Ct. A qF -7- 1S-- ©c THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted e qQ I&I CU§L C aA Lk 15"l Fo ;;70_ oriz . A 91D e- 6 -,aa- Aj;c Qawcz E © Z_ -5' -r1Q��Q PQp Ce V 4L_ nn Q;:IN-qP C'T FFE x it is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work J with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been ------ PLuMBING made, call 247-5826, Building Depart- U p' ment for an inspection. Field Inspectors ECEC are in the office from 8:00 a.m.to 5:00 BOG/ alt p.m. Monday through Friday. CITY OF ATLANTIC BEACH m � 800 SEMINOLE ROAD J 1-4 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029381 Date 12/10/04 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name GAS PIPING Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PRITCHETT, AMY & RUSTY AEI INTERNATIONAL CORP 1960 BEACH AVENUE 9378 ARLINGTON EXPWY #310 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 270-1900 (904) 724-9771 ------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL MY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES B ,,.j& FFICIAj- CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Z 1 iJ Property Address: (� Cn Owner: Telephone #: Contractor: Telephone A'17 � Contractor Address: 7 01—u Fax #: --)'IA In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City ofAtlantic Beach ordinances and standards of _good practice listed therein. Type of Heating Fuel: If other construction is being done on this building ❑ /Elector site,list the building permit number: ric [y/ Gas: P Natural ,Central Utility rr�� ( - Q Oil V14 — -2: ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat —Space _Recessed _Central —Floor Residential ❑ Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration New Building ❑ Cooling Tower:Capacity gpm L3 Fire Sprinklers:Number of Heads El Existing Building ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers y Gas Piping O Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency c L TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 2v tu.,-o Me- Lj 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027866 Date 11/22/04 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 340000 Owner Contractor -- ---------------------- ------------------------ PRITCHETT, AMY & RUSTY WILLIAMS CONSTRUCTION 1960 BEACH AVENUE 1129 NECK ROAD ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 270-1900 (904) 273-6006 ------------------------------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc HEAT, A/C, DUCT SYSTEM Sub Contractor ESTES HEATING & AIR, INC . Permit Fee . . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . 11/18/04 Valuation . . . . 0 Expiration Date 5/18/05 Fee summary Charged Paid Credited Due ----------------- ------ ---------- ---------- ---------- Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 143 . 00 143 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING gQDES. BUILDING OFFICIAL. s CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION F T S fit=i��'fIJC f}t(2 .1IJ Dote: Property Address: k 4�0 C 14 A �- Owner: RU5 `I 1 G �'�' Telephone#: Contractor:_ - rt ew t Telephone#: )--70 '- 1`l0-0 Contractor Address: Fax##: a 4-7 -14 Ll L(q In consideration of permit given for doing the work as described in die above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City ofAthurtic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building _ Electric or site;list the building permit ncnmber: _ ❑ Gas: LP Natural Cetrtral Utility Ott -7 ❑ Oil `f 1 ❑ Other Specify – MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK < HeatS Space Recessed Central Floor — Pa �. — � Residential Id Air Conditioning: Room ZC Central K Duct System: Material 0t&CT,o*" ThicknessAlf—m ❑ Commercial Maximum capacity a-f" r ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building W. ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) Cl Replacement of Existing System E3 Gasoline Pumps (Number) O Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system Previously installed) ❑ Unfired Pressure Vessel ❑ Exton or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manuischuer Ton's Agency ✓L t9NT /3JCe& S s7;F ,�•S 7-OP 617W&L 135F(AS- fr C,-TX036 HEATING—FURNACES,BOILER5,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Ma nfacturer BTU's Agency 3 % 72r05 a� 3a� TANKS Nominal Capacity Type Liquid Serial Approving How many Dimensions Contained Mamfaaturor No. 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ei.atiantic-beach.B.as I ��.,�1�`1�•J J� ` y CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 'V�Js3l� Application Number . . . . . 04-00027866 Date 11/29/04 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 340000 Owner Contractor ------------------------ ------------------------ PRITCHETT, AMY & RUSTY WILLIAMS CONSTRUCTION 1960 BEACH AVENUE 1129 NECK ROAD ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 270-1900 (904) 273-6006 -------- -------------------------------------- ------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . KNIGHT ELECTRIC LLC Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- - --------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PER W IS ROVED] 06.ONLY IN ACCORDANCE WITHLL ACM OF ATLANnC BEACH ORDINANCES AND THE FLORIDA BUILDING BUR DING OFFICIAL ELECTRICAL PERMIT APPLICAMN gate: ( "� Property Address: VC Owner. _R.U5 '1-p �! i_ _ { Contractor: 'f r - ? --t-' CGTrI C �_- Telephone Contractor.Address: Fax#: C�_`i' In consideration of-permit given 4'or doing the work as described to the above statement, we hcrcb� agree to Mfornl said -,%0& In accordance with the attached plans and specifications which are a part hereof and in accordance with the Citi of Atlantic Beach ordinance and standards orgood practice listed therein 3onc rnt Building: � � Residence jTerttp � New thus txii;;hn g Ch mite,W"i the buitdut New C1 C.3mmercial C3 Signs C3 tncrea.5e g Old � L1 Addison S<I- Ft. o Repair 1'enmt numtwr r e t Re-tivire s O I 4f u Trailer ( Service: � tf(dler cimsliuction is being Building Type: {{ t onductor Size AMPS CO PER Switch of 1 RAC'F Breaker AMPS ��® � PH � � W VOLT WAY Existing Service I RACE Size AMPS Pfi VV VOLT WAY t I t Feeders SIZU NO SME NO SIZE Lighting Outlets j CONCEALED OPEN Recemacles CONCY,ALEI) ' —. _OPEN i3>i1,AM}'4 1 t !00 ANIPS Switches f ' Incandescent _ i 'Elwmescent & M V __-- , Fixed;appliances tt(i AMPS (sVF.f2 B E L C TRANSFER. Air H_P RATING It P- RATING CEILING KW-HEAT Conditioning COMP_ MOTOR 1 OTHER MOTORS l AMPS � HEAT .__ _ _-_ _.__ } . Motors S 0 i H P �� VOC TAGt j Pit iv0 l UVF.R l �I P PNS _ _ _ _ CtNDER60)y 1 OVER60)V I Transformers NU kV A j 1v0. h V A Na Neon_Transf ; Miscellaneous__--j- - V•� w - C,_�_ U_ ...... Revised 1'04 fi D4- 2'76(0 P.�`ANTjC RC'vF1 DCc'K ~ n City of Atlantic Beach v Z CUSTOMER RECEIPT Oper: DSMITH Type: DC Drawer: 1 FjOR'pp Date: 11/30/04 01 Receipt no: 14617 Description 27QQuantity Amount 2W4BP BUILDING PERMITS 1.00 $35.00 . Tender detail CK CHECK 1827 $35.00 Total tendered $35.00 OF Total payment $35.061 i_ • or CORRECTIONS • Trans date: 11/30/04 Time: 15:02:37 ADDITIDO NOT REMOVE JOB ADDRESS DATE w : THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted '; ; E i2004 _ A LJ k d S ,h. $1A.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEc are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. F.. LANrjc s. v 2 �1OR14p OF ADDITIONS or CORRECTIONS DO NOT JOB ADREss OATH Iq4 o Bre-cW- e- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted . t r City of Atlantic Beach *** CUSTOMER RECEIPT *** Over: CKOMOREK Tyae: OC Drawer: 1 Date: 11/22/04 01 Receipt no: 12791 Description Quantity Asount 2004 27866 BP BUILDING PERMITS 1.00 $35.00 Tender detail CK C!#CK Ina $35.00 Total tendered $35.00 Total payaent $335.00 Trans date: 11/22/04 Tise: 10:23:09 a3 3 you s p65 Sfe AJ660 Ill 5d f4CDaCE 00 7L�P era 7- _ M4 .Win/S�►-? n iZeez7 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Monday, July 26, 2004 2:38 PM To: Schlueter, Jennifer Subject: RE: 1960 Beach Ave. C- ' roz Jenny, the$2954 is the sewer tap fee, so they can subtract the$1200 they already paid. Sorry for the trouble. -Donna -----Original Message----- From: Schlueter,Jennifer Sent: Monday,July 26, 2004 2:33 PM To: Kaluzniak,Donna Subject: RE: 1960 Beach Ave. Donna, Do they get credit towards the$2954. for the$1200. sewer tap and $1250, sewer impact fees that they already paid? Or is the$2954. in addition to? I agree that Chris and his crew should get more time to review up front! It is typically taking up to 4 weeks for permits to be issued anyways because of all the new info PW is requesting that isn't on the app! Thanks, Jenny -----Original Message----- From: Kaluzniak,Donna Sent: Monday,July 26,2004 10:45 AM To: Schlueter,Jennifer Cc: Walker,Chris;Van Liere,Nelson Subject: 1960 Beach Ave. Jenny,we have a requisition in for Gruhn May to do the tap at 1971 Beach Ave. I understand the address is in error, and should be 1960. In this instance, you will need to tell the resident that the cost is greater than a typical sewer tap, because of the depth, which will require willpointing, as well as a core-bore into a manhole. The cost will be as estimated by our contractor and in the req. $2954. if the service is one that can be done in-house, we just use the standard pricing for long or short service. But in instances where the service must go very deep and special work like a core bore is needed, we have to charge what it costs the City. Feel free to use my e-mail to explain to the customer if they are upset. Chris or one of the guys might need to do some more up-front investigation to ensure more accurate pricing in the future, although I understand that takes longer in the permitting process that we are trying to expedite. Thanks, Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX 904-247-5843 dkaluzniak@coab.us 1 904-241-2875 CASEY CARRIGAN PAGE ©1 MEMORANDUM J*20,.2004. TO: Rusty Pritchett FR: Casey Carrigan CC: Larry Higgins RE: Field Observation Pritchett Residence This letter is to confirm my oWervation of the curing cracks in the slab in the region of the foyer and family room. The cracks pose no structural threat. Should they begin to widen or settle differentially,dispatch me to the site for another.observation. Warren V.Carrigan III PE No.48803 July 20,2004 `j wVC\ 16 tn.9C� ,rr � Q-01 u � 0� BWI Con ulting,Inc.—A Florida Corporation—PAPE CA No,9338 POI SIfiO4,1 ksonvi11eBeaoh;FL,32740. pl9"j;49.8413 f(904)241-2825 warren V.Carrigan 1I1, E.—Registered Flodda PE No:48803-Registered Georgie PE No.26485 i SWIC.Onsultink@Bellsouth.net ?i I �L1��✓ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 "'- INSPECTION PHONE LINE 247-5826 �f J3fl�r� Application Number . . . . . 04-00027866 Date 4/08/04 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 340000 Owner Contractor ---------------- -------- ---- - ------------------- PRITCHETT, AMY & RUSTY WILLIAMS CONSTRUCTION 1960 BEACH AVENUE 1129 NECK ROAD ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32082 (904) 270-1900 (904) 273-6006 ------- --------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 1215 . 00 Plan Check Fee 607 . 50 Issue Date . . . . Valuation . . . . 340000 ------------------------------ ---------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 24 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 15 . 76 AB CONSTRUCTION SURCHARGE 1 . 75 STATE RADON SURCHARGE 4 . 56 SEWER IMPACT FEES 1250 . 00 SEWER TAP FEES 1200 . 00 WATER IMPACT FEE 510 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------- ------ ---------- ---------- ---------- ---------- Permit Fee Total 1215 . 00 1215 . 00 . 00 . 00 Plan Check Total 607 . 50 607 . 50 . 00 . 00 Other Fee Total 3867 . 31 3867 . 31 . 00 . 00 Grand Total 5689 . 81 5689 . 81 . 00 . 00 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 IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C ' lo'k BUILDING OFFICIAL DEPARTMENT OF PUBLIC WORKS �1 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 1ST TELEPHONE: (904)247-5834 FAX:(904)247-5843 r , SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: ((._.l_( 14111� cos7r fZU T1 U'&j Address: (00 .F-( Project: bEl'� (� r Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: .- ,. r ^ ' R 1 l T Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewe Donna Kaluzniak, Public Utilities Director i Date �S Signature Contractor Notified Date C 51101ov F11CEiVE0 ATLANTIC BEACH CITY OF ATLANTIC BEACHBUILDING PERMIT APPLICATIOR 0 8 2004 (FOR NEW CONSTRUCTION RESIDENTIAL AND CO RCIAL) Dat BY: jJob Address: �j- Owner's Name: ii llFE 71fanol_A1y4, 17C#57_ � Address: q5- 1 4Y 01P-T ,ad)9=i� 77e �, 37-W3_3 Phone: V-'749-1 %00 Legal Description:'Block Number: Lot Number: Zoning District: 't 2- Contractor:��g !✓�l =7:ri47,-,&.State License Number: Address: 11 ZI / ' AfP C� Phone: 7")y- Z73 City:�OPOW 7E 145A, 4 State: Zip:5�04IY7Fax: S Describe pro osed use and work to be done: C0&J`f;VheC- 70,V 0/__ f %L Present use of land or building(s): K4!�`A Valuation of proposed construction: ,000 Is approval of Homeowner's Association or other private entity required?N—O If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. RrYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. FROVES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all inf ovided with this appli i/onn./iss correct. �" I V� � , A^ S / Signature of owner: ate: 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 correct and that the plans and supporting data have been or shall be provided as required. r Signature of Contractor_ Q �" Date: �- . l`J 20 to4- Address and contact information of person to receive all correspondence regarding this application (please print). Name: T L .AL. Mailing Address: Neck Oso GN $Z. Telephone:aQ Z� (,COMP Fax: Sr-�U�rc _ E-Mail--(iW,tk&k N1S'62I AS TO OWNER: Sworn to and subscribed before me this "�h day of M ,20_0 L . State of Florida,County of Duval •••»•••••••••••••••••••••••••• Notary's Signature: I� Vl • ► ' ` f 1aMdERLY A.MILLER CE*W ODQ734Q0t1 E„pywyt� � Personally known 41.10 ea+d.a#ft ❑ Produced identification �........:.......... ..RoMe�0„�'. ".;;;:° Type of identification produced AS TO CONTRACTOR: �a Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval $ 'T044,S ! / � Y MILDRED B.BRISTOL Notary's Signature: MY COMMISSION#DD 124783 EXPIRES:June 11,2006 Personally known ... eonded Thru Notary Public Underwriters Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Map Output Page 1 of 1 JAXGIS Property Information I 71 6S 57 1970 !MW 40-Ve fl I ti a0 L }ry �1r 191 1%4 I I . t �'ti 1955 I d1dJm4 1'9)5+4 si-gs 4 Copyright JC)20M C ity of Jac k5onviIkti 0Ii'94'1 0. RE Name Address TotalValue Acres Book an p Legal Descriptions Flood andUse Zoning ENT ne 1966 9-2S-29E .11 Not in 169525 0000 SMITH BEACH AV 66400 .11 000 53 4 T GOVT LOT 3 RECD OR 10060- Flood JAMES J JR 57(EX 2233 PT RECD OR 10128-1484) one httn•//mane vni nPt/WPRCTTF/T)»valMAnc/tnnlhar nei, 'I/o PN nnA WATER IMPACT FEE WORKSHEET ADDRESS: !fit frrK( - to1 sF-/2— DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 I Z Bathroom group consisting of water closet, lavatory, Z Bidet, and bathtub or shower 6 �-- Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Z Drinking fountai cemaker %Z l Floor drains 2 2- Hose bib 1 Kitchen sink,domestic 2 Kitchen sink,domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink ( 2 Urinal 4 y Urinal, 1 gallon per flush or less 2 . Wash sink(circufar or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation - 4 Water closet,public installation 6 TOTAL NUMBER OF UMTS= S MULTIPLIED X 20 TOTALS D CITY OF ATLANTIC BEACH BUILDING/ ZONING DEPARTMENT L.Higgins 800 Seminole Road . oe Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # t-A - Z-7 8 to 4:� Property Address: I q (oU 6l JE. Applicant: LOI L-LIAHn CnQ"-5-r7R-LJCTLtt,l Project: off) ZF(Z T,�hiispermit application has been: U' Approved Reviewed and the following items need attention: Please re-submit your applicatio when these items have been completed. Reviewed By: C �— Date: 3 / ® y III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes/lNo N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes ✓No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes®No N/A `n (FBC 13-602.1.ABC.1.1) PLANS EJ{AMWER: A IJ {�Y/ DATE: 4. Ia the"R"value for added insulation on exterior walls shown? Yes L/No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.I) Yes✓No NIA `�/t (� H��'L.� O Y r 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes VN. N/A OWNER: IOB ADDRESS: R 7. Are Energy Credits Claimed? Yes No NIA /�� A. Attic Radiant Barrier Credit (FBC 13-607.LA.4) Yes%/No N/A CONTRACTOR:Off--Lf A-0ts, C'MSF- PHONE NUMBER: B. White Roof Credit (FBC 13-607.1.A.5j Yes Flo N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes r/No N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes VNo N/A Column pads and concentrated loads? Yes✓Ko N/A 3. Are existing grade elevations shown for structures located2. Are all locations of vertical reinforcement and anchor bolts shown? Yes No N/A in an"A"or"V"zone? Yes No N/Av/ 3, Are all elevation changes in slab shown? Yes f/ No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A Z/ 4. Is minimum concrete PSI shown? Yes✓ No NIA 5. Is property in a flood way? Yes No N/A✓/ 5. Is slab reinforcement shown? Yc.V No N/A 6. Is flood way line shown? Yes No NIA✓ A. Wire mesh size and gauge? Yes �No N/A B. Fibermesh reinforcement? Yes No NIA 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes 1/No NIA if. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes f/No N/A 1. Are plans seated by architect or engineer? Yes VN. NIA 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes No N/A A. Are structural calculations submitted? Yes V"No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes Z/No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes J No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes /Fo N/A 10. if pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes t/No N/A (FBC 1805.1) Yes No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes 'IN. N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes�No N/A 1. Is finished grade shown? Yes &INo N/A 7. Does structure meet requirements of FBC Table 500 for number of ,../ 2. Is minimum floor elevation shown? Yes No N/A stories and allowable area? YesNo N/A A. Minimum 8"above adjacent grade? Yes No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 / B. Flood protection elevation? Yes 1/No N/A for structural elements? Yes V/o N/A C. Base flood elevation? Yes /No N/A 9. Are plans designed per SSTD 10-997 Yes �/No N/A 3. Is minimum footing depth beneath finished grade shown? Yes ✓No NIA A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 1/ 4. Are all footing sizes shown? Yes✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential / 5. Are all horizontal reinforcements shown? Yes ✓No N/A Construction in High Wind Areas"? Yes a/ No N/A 6. Is vertical reinforcement shown? Yes�No N/A A. Are all appropriate charts and tables shown? Yes✓No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes ,lo N/A A. Is exterior wall finish shown? Yes /No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes./ No N/A High Wind Areas? Yes No NIA I/ C. Is exterior wall insulation shown? Yes✓ No N/A A. Are all appropriate charts and tables shown? Yes No N/A ✓ D. Is exterior wall finish shown? Yes 16-/No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A V $, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes V No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A✓ B. Is exterior sheathing(type and thickness)shown? Yes ✓ o NIA A. Are all appropriate charts and tables shown? Yes No N/A L C. Are nailing requirements(size and spacing)shown? Yes /No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes a/ No N/A 15. Does bedroom open directly into garage? Yes No✓N!/t✓ E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes /No N/A grade shown? (FBC 2304.2.5) Yes No N/A G. Are shear wall segments shown? YesV No N/A 17. Is Designer's name and address shown on plans? Yes/No N/A A. Type of hold-downs shown? Yes�/ No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes,/ No N/A and FBC 1012.1.5? Yes�/No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.1? Yes No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes ✓No N/A wind load requirements for components and cladding per FBC 1606? Yes✓ No N/A B. Are conventional frame rafters used? Yes✓No N/A 21. Does floor plan show freplace7 Yes No N/A 1. Rafter size shown? Yes✓No N/A 22. Are stair details shown? Yes No N/A 2. Species of lumber shown? Yes✓ No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes,/ No N/A 3. Grade of lumber shown? Yes ✓No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes t/ No N/A C. Type of roof sheeting shown? Yes ✓No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes✓ No N/A I. Thickness of roof sheeting shown? Yes ✓No N/A D. Are required landing shown? (FBC 1007.4)? Yes�No N/A 2. Grade of roof sheeting shown? Yes t/No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes✓No N/A 3. Nailing pattern of roof sheeting shown? Yes _/No N/A 23. If floor plan shows mixed construction,are mined (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A✓ D. Weight of Dry-In felt shown? Yes V No N/A 24. If required,are tenant separations shown? Yes. No NIA E. Type of roof cover shown? Yes ✓No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes ✓No N/A / 25. Are all columns and beams shown for porches and lanais? Yes- No N/A-'*'2. Attachment of tde roof shown? Yes to N/A`/ A. Are column type,size and anchorage shown? Yes No N/A f (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? Yes-,/No N/A F. Length of roof overhang shown? Yes,/No N/A 27. Are engineering details provided for butt glass? Yea No N/A G. Type of soffit and fascia shown? Yes/No N/A H. Attic ventilation shown? Yes V/No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes !)aio N/A I. Are engineered truss plans provided showing loads,uplifts and I. Type and gauge of cave metal shown? Yes No N/A required connections? Yes v/No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes /No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, L Does square footage on plan match square footage show on grade of lumber,span and connections? Yes, lNo N/A application? Yes ✓No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes ✓No NIA species,grade of lumber,span and connections? Yes✓No N/A 3. Are all door and window sizes shown? Yes ✓No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes No N/A grade of lumber and connections? Yes V/No NIA 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes✓ No N/A of lumber? Yes V/-No N/A 6, Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes No NIA pattern? Yes o N/A 8. Are all hold-downs and hurricane anchorages shown? Yes t/No N/A - 9. Is required attic access shown? Yes✓No N/A 10. Are all plumbing fixtures shown? Yes t/No NIA VIII. Floor Framing. 11. Are all electrical fixtures shown? Yes /,No NIA 1. Is engineered floor truss plan provided,showing loads, U/ 12. Are all mechanical fixtures shown? Yes No NIA uplifts and connections? Yes U/No N/A A. Is air handler and condensor location shown? Yes✓No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes V"No No N/A grade of lumber and connections? Yes 1� N/A V 13. Are all smoke detectors shown? (FBC 905.2) Yes No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes o N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-I1) Yes ✓No N/A DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE: (904)247-5834 it FAX: (904)247-5843 SUNCOM: 852-5834 G^ {y http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # _ p4- Z.-78(o( p Applicant: lx- t L.L.I-k+4 S (a PS1Tz1=Ott C. Address: 1,96,0 I JCC.{ Project: (y E,,) SEi — ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. YYour permit application has been reviewed by the Public Works Department and the following items need attention: 00 r Oy e ✓ t ✓l Q StfL Q/L� Kiro,videa'10( alis Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Rev' e by Donna Kalu ak, Public Utilities Director = Date 1U �y Sign re Contractor Notified Date -lit ld ej Map Output Page 1 of 1 JAXGIS Property Information zoow `! to oD mD.OD 7 72," 106.2+q s, i° 43,83 71 65 9 57 197a 1973 ( 43.83 SD dD 4D.00 11,320 ;i i' i 130.13 55 19" I 16'9525 0000 1972 �► �� i P 4.1 1'9,64 � /T 1 Iti ' s 46.00 1955 195+4 51.95 f 1258 ° N Copytip ht JC)20M C ity avf Jacl®onvillq,FI 1947 a i E# Name ddress Total Acres lat Map egal Descriptions fFI od and Use Zoning NT Value Book Panel ne g [BEACH 966 9-2S-29E .11MITH AV T GOVT LOT 3 RECD OR 10060- in 169525 0000 JAMES J JR 66400 .11 000 5534 57(EX od 2233 PT RECD O/R 10128-1484 e httn://mans.coi.net/WEBSITE/Duva]MAns/toolbar.aSD 3/8/2004 Blook 11550 page 494 Prepared by or under the supervision of: Jef f Icy [Name of Natural Person] pp pp 1%4_ 1116114 300 West Adams Street Baok:�D155O18�84 [Street Address] Pages: 490 — 493 Filed & Recorded jACKSONVILTE, FL 32202 12/229/22003 02:05:03 PM [City,State Zip Code] JIM FULLER CLERK CIRCUIT COURT DUYAL COUNTY RECORDING & 17.00 TRUST FUND $ 2.50 After recording please return to: COPY E CERTIFYf 1.00 First Alliance Bank, Construction Loan Department [Company Name] Attn: Post Closing [Name of Natural Person] 300 West Adams Street fStreet Address] Jacksonville, FL 32202 [city, State Zip Code] -� ''�N- CA [Space Above This Line For Recording Data] Permit No. Tax Folio No. NOTICE OF COMMENCEMENT (Florida) THE STATE OF FLORIDA } COUNTY OF Duval } THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property and,in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. �J Loan No: 0015638955 Notice of Commencement(Florida) —THE COMPLIANCE SOURCE,INC.— Pagel of 3 a>ooseL 10101(Rcv.0/02) www.con*iancesou=.eom 02001,The Compliance Source,Inc. Book 11550 page 491 1. Description of property: See Exhibit "A" attached hereto and made a part hereto. 2, Street address of property: Lot 3 Beach Avenue Atlantic Beach FL 32233 3. General description of improvement(s): single family dwelling 4. Owner(s)name: James R. Pritchett and Amy E. Pritchett Owner(s)address: 1535 Selva Marina. Drive Atlantic Beach,FL, 32233 Owner(s)telephone:904-249-5884 Owner(s)interest in the property: 0 fee simple ❑ leasehold ❑ other Name and address of fee simple title holder(if other than Owner): 5. Contractor's name: Williams Atlantic Cor>panies, Inc. Contractor's address: 1129 Neck Road Ponte Vedra Beach, FL 32082 Contractor's telephone: 904-545-4884 6. Surety's name: Surety's address: Amount of bond:$ (copy attached) Surety's telephone: Fax number: (`optional,if service by fax is acceptable") 7. Lender's name: First Alliance Bank, a Federal Savings Bank Lender's address: PO BOX 2139 Jacksonville, FL 32232 Jacksonville, F1, 32202 Lender's telephone: 904-470-2856 Fax number: 904-281-6301 ("optional,if service by fax is acceptable") 8. Names and addresses of persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided in Section 713.13(l)(a)(7),Florida Statutes: Loan No: 0015638955 _ Notice of Commencement(Florida) —THE COMPLIANCE SOURCE,INC. Page 2 of 3 07005FL 10101(Rcc.nsrot) www.e«nptiancesourcacom 472001,The Cnmp{i-,e S,m,c Inc. Book 11554 Page 492 Telephone number: Fax number: ("optional,if service by fax is acceptable") 9. In addition to himself or herself,Owner designates First Alliance Bank, a Federal Savings Bank of PO BOX 2139 Jacksonville, FL 32232,Jacksonville, FL 32202 to receive a copy of the Lender's Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone number: Fax number: ("optional,if service by fax is acceptable") 10. Expiration date of Notice of Commencement(the expiration date is I year from the date of recording LMICSS ) different date is specified): J s R. Prl t tt (owner)(Uate) Amy E. 1 Kett (Owner)( ate) (Olvner)(Date) (o�vner)(Datc) [Space Below This Line For Acknowledgment] 17) SWORN TO AND SUBSCRIBED BEFORE ME this- OND mhknm Notary Public eorMy commission expires: Loan NO: 0015638955 Notice of Commencement(Florida) —THE COMPLIANCE SOURCE,INC.— Page 3 of 3 07005FL 10/01(Rcv.05102) www.eomplianeeso"ccxom x200),The Compliance Soumm Inc ININNNINN�I�NNI�N��NNNI�� NN Book 11550 Page 493 EXHIBIT "A" A PART OF GOVERNMENT LOT 3 , SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET WITH THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY) ; THENCE SOUTH 03 DEGREES 19 MINUTES 00 SECONDS EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 50 . 06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 03 DEGREES 19 MINUTES 00 SECONDS WEST, ALONG SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 50 . 06 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 00 SECONDS WEST, PARALLEL WITH SAID SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET, A DISTANCE OF 100 . 00 FEET; THENCE NORTH 03 DEGREES 19 MINUTES 00 SECONDS WEST, PARALLEL WITH SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 50 . 06 FEET; THENCE NORTH 89 DEGREES 29 MINUTES 00 SECONDS EAST PARALLEL WITH SAID SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET, A DISTANCE OF 100 . 00 FEET TO THE POINT OF BEGINNING. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 a Application Number . . . . . 03-00027284 Date 11/21/03 Property Address . . . . BEACH AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- - --- --------- --------- -- - --- -- ----- -------- - -- RUSTY PRITCHETT OWNER ATLANTIC BEACH FL 32233 ----- - ---------- ----------------- -- - -- --- -- ----- - - ----- ---- - -- -- - - - - - -- -- - -- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/21/03 Valuation . . . . 0 - --- -- ---- ---- - - ---- - ----------- - ------ - -- - -- --- - - - ----- - -- ---- - - - - - - -- - - -- - Special Notes and Comments REMOVE A 28 . 5 SOUTHERN MAGNOLIA TO BE MITIGATED WITH 16" OF OAK TO BE PLANTED ON SITE . Fee summary Charged Paid Credited Due --------------- -- ---------- ----- - --- - - - -------- -- ----- - - - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 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 IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ART OF TFUCRMI S JECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. fir► ` BUILDING OFFICIAL • CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATIO1 ' � (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCIAL) Datd: i Job Address: Owner's Name: /n /r ' A� !GEr qr�t 1 X /TCff � Address: �5-� Y A nC � 97Z-3-3 Phone: y749_/900 Legal Description: Block Number: Lo Number: Zoning District: Contractor: Alt��o 5 ,4 Gcfi ar. ate License Number: Address: Z41 /Ube' A0_ C_0 Phone: ��- X73-�►�o City: Pr Al?E k®' Ftq 9 State: Zip437_097'Fax: ,S.94f IS=- Describe pro osed use and work to be done: t-5/4"67e,67 A1,w Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?N—O If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. I�1'ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. �❑N . Applicant certifies that no trees will be removed for this project. 'ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. (�� 1-7,5iej"/7- 4-Mf eff�) Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page I Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all in ovided with this appli (ion is correct. Si ature of owner: ' � JWate: J / gn 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 correct and that the plans and supporting data have been or shall be provided as required. f Signature of Contractor ^ C Date: 2.0 c2S- Address and contact information of person to receive all correspondence regarding this application (please print). Name: i Mailing Address: eG ©e Telephone:qQq Z'l3 Fax: E-Mail..,_,r% UJ o4vk_se 0 gob-51'(A),e C AS TO OWNER: Sworn to and subscribed before me this "�h day of M h ,2004 . State of Florida,County of Duval •"'•••••••••••••••••••N�...... Notary's Signature: I� Vl• r ' ` /' Kt1SEW.YA MILLER �y= X Personally known OR F1 In ❑ Produced identification �..................Fl:'::!.•..„assess,a Type of identification produced AS TO CONTRACTOR: i Sworn to and subscribed before me this day of �j�r , 20_ State of Florida,County of•PuN 1 571- MILDRED B.BRISTOL Notary's Signature: r MY COMMISSION It DD 124783 EXPIRES:Juno 11,2006 e11d8d rrnN Notary Public underwriters Personally known Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/14/03 Cc: CITY OF ATLANTIC BEACH �� L Higgins BUILDING/ ZONING DEPARTMENT po 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # b - Z7 8(a�2 Property Address: 19 (.Q EiSNC-fi -AJE Applicant: ( J I L-IL-1 At-ts co-sl�oCil C'0 Project: e U') =2 This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application/when these items have been completed. Reviewed By: Date: �-3 U CITY OF ATLANTIC BEACH is 800 SEMINOLE ROAD -� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028070 Date 4/09/04 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ------------ ----------- PRITCHETT, AMY & RUSTY KNIGHT ELECTRIC LLC 1960 BEACH AVENUE 172 CANAL BOULEVARD ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32082 (904) 270-1900 (904) 273-6969 ----------------------------- - ------------------- --------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 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 IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 0*�" ( , BUILDING OFFICIAL FAQ,pl+e 41irSt CITY OF ATLAINTIC BEACH C-o t r*N ELECTRICAL PERMIT APPLICATION 1136 e� MC i Property Address- � , Owner: ��5�'L Teltphortt ale: _ - - - — j Contractor: �lvickr t EL-V 1, LL(— Telephone ti: A' -67�q Contractor Address: 2 CAtAI Fax#: �7 (o 91J In wnsidaution of pcmit jpvea for doing the work as desmbed in the above muclinenr we herrbr agree to perform%Z wnrk in 1 nooxxdaoce with the attached plans and spoci$oatiom which are a port hereof and in amwdance with the City of Atlantic Beach ordinance and standards of g_X( Practice listed therein. .-__----•.----.._....w,r•--� �____ ...., . .i I Building: Building Type: C2. silty Service. I ti whey C"Itniction :s � Q New D Residence Temp. 0 New being doac oh this building O 0k 0 Commorcw Q Signs Z3 Increase ("sr sim list lbe txtildw= J Re-wire U Addition Sq. Ft. U Repair 2 7,F&6 ,-Coodu�ctor Silt: AMPS: COPPER ArLUM1NUM ] -- ;--......__� Switch or Y RACE Breaker AMPS PH W VOLT WAN' 1 Existing Service RACE Size _ AMPS PH _. .. •_---.-._ - w�.. . __......-__�VOLT__._.. WAY ` Feeders: NO. SIZE NO SIZE NO SIZE 1 Ligbting Outlets i i 4 j J CONCEALED �J OPEN (_ _ Race tacles t CONCEALED I OPEN ' .�� I Switches I Incandescent Fluorescent .M.V, Fixed 0,.oa&MPSOVER. ` HELL Appliances } TRANSFER l Air N.P.RATING K'P, PLATIN CEII..I`. G 1 R�► i -HEAT Cunditioltin COMP. MOTOR I OTHER MOTORS AMPS HEAT i - , l t Mntors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. IPHS } RaoVER V I Transformers NO. KVA NO, KVA No.Nmn_Ttansf. 3 Ea.-Sign- Miscellaneous a. Si i Miscellaneous S I goo Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (994)247-SM- Fax: (904)2'47-58415. b1tp:✓/www.c",tUft4k-beacbJLus -- CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 k INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027866 Date 6/24/04 Property Address . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 340000 Owner Contractor ------------------------ ------------------------ PRITCHETT, AMY & RUSTY WILLIAMS CONSTRUCTION 1960 BEACH AVENUE 1129 NECK ROAD ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 270-1900 (904) 273-6006 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 20 FIXTURES Sub Contractor J.D. VAUGHN & SONS PLUMBING Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING COD BUILDING OFFICIAL `J r CITY OF ATLANTIC BEACH , v� PLUMBING PERMIT APPLICATION Date: Job Address: "t l0 V Beach Avtl Owner of Property:A1,1 41ZUST7 f ri +C. e-+ Telephone:g0t( cR10--0U0 Plumbing Contractor. r.�" V hn Q A QA SO✓1 S - Contractor's Address: Q S cr a" 4 U MA4 n Telephone: PY Fax: State License Number: 33�-10 How many of the following fixtures (re-piped or new): Sinks Showers 1 Water Lavatory _Water Heaters Hose Bib QS Bathtubs Dishwashers _Sewer Urinals , Disposals Other 3 Closets _Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: QD x $7.00 + $35.00 (Minimum Permit Fee: $35.00) Signature of Contractor: Installation of plumbing d fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Revised 1/14/03 lg6o MM IAMMIAMI-RADE COUNTY,FLORIDA METRO-DADS FLAGM BUMDING IIIJJJ BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUM 1603 J PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130.1563 (305)375-2901 FAX(305)375-29M NOTICE OF ACCEPTANCE (NOA) PGT InduslAw — 1070 Technology Drive Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable Hiles 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 far quality assurance purposes. If this product or material faits to per&xm in the accepted manner, the manufacum will in= 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 Florida Building Code, including the High Velocity Hurricane Zone. DzscmI mon Serke"HS 710"Ahhminum Horimutal Sliding Window APPROVAL DOCUMENT:Drawing No.4112,titled"Aluminum Horizontal Sliding Window",sheets 1 through 6 of 6,prepared by PGT Industries,dated 2/16/98,with revisions 12/29/03 signed sealed by Robert L. Clark,P.E.,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:Large and Small Mlaaik Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bees 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 lxvduct,for sales,advertiaing or any odd pusposea shall automatically terminate this MOA.Failure to comply with any section of this NOA shall be cause far termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the mir-r:fa-i-i x tit 16,efisiriir�::,c :r and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 024305.02 and,consists of this page 1 and evidence page E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman,P.E. NOA No 03.0612.06 Faphvdm Date:May 20,2007 Approval Data:April 09,2004 3 (f/ � Page 1 NOTESLARGE MISSI�,f 1MP�7 WINQOW� TEM DESCRIPTION V.T. # OTY OCATION VENDOR VENDOR t. GLAZING OPTIONS: i FLANGE FRAME .IAMB Alum. 6063—T5 12225 2 ALUMAx —1222 A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVS INNER LAYER OF 2 FIXED MEETING RAN Alum. 6063HS—T541 4054A 1 INDAL.EX 64054A DUPONT @UTACTTE OR SAFL£X/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 3 SASH MEETING P Alum, E063HS—T54 4006C 1 INDALEX P006C 1/8" ANNEALED GLASS. 4 SASH 51DE RAIL Alum. 6063—T 6122 1 UMAX AF-12230 B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER Of GLAZING @ 'Alum, T 6534571 ALUMAX AF-534571 DUPONT @UTACTTE OR 5AFt EX/KEEPSlF£ MAXIMUM BETWEEN (2) t!TES OF 6 WINDLOAD ADAPTER 5 7 8 RIGID 1207 1 O mids n of frome siN P �G 1/8" HEAT STRENGTHENED GLASS. 7 FUNS fTtAM H Alum 6063—T512237 1 UMAX AF-12237 8 FLANGE FRAME SILL Alum. 6063—TS t 2238 1 ALUMAX AF-12238 C. 13/16' LAM I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 9 FRAME SILL ADAPTER Alum 6063—T512239 1 ALUMAX AF-12239 3/8" ALR SPACE AND 5/16" LAMINATED GLASS. THE 5/16' LAMINATED 10 . :IAN Alum — 1 40 2 KU—MAX AF-1 240 COMPONENT CONSISTS OF AN ,090 P1@ LAYER OF DUPONT OR 11 SCREEN m. —TS 3237 1 ALUMAX AF-532377 SAFLEX/KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8' ANNEALED GLASS 1 16 .350 WIN U UTES OF 118- ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. 13 5 16 50 !AMINATED US1NG 2 1 HEAT STRENGTHENED GLASS 14 ANTI—UFT CHANNEL Alum. 6063—T51224 1 O mid of vent UMAX AF-1 44 D. 13/16' LAMI I.G. GLASS CONSISTING OF: 1/8' HEAT STRENGTHENED GLASS, 1 10 x 1.000 Ph. FI. MS 710X1 4 Windload AdaRW screws 3/8- AIR SPACE AND 5/16' LAMINATED GLASS. THE 5/16" LAMINATED 16 6 x 1.000 PH PAN SMS 76X1PPA for anti—lift channel) FASTENER COMPONENT CONSISTS OF AN .090 PYB LAYER OF DUPONT DR 17 WEATHERSTRIP ThIN W BU VINYL 6TP247 1 r Glozin Bead TEAM PLASTICS —247 SAFLEX/KE€PSAFE MAXIMUM BETWEEN (2) UTES OF t/8" HEAT 18 8 x ,500 PHlG R SMS 6A 2 Sweep Latch screws MERCHANTS FASTENER STRENGTHENED GLASS. 4 when usi Swea Latch 2. CONFIGURATIONS: XO or OX 19 x . P.H. MS 781P 2 (Frame/Vent as , screws M FASTENER 3. DESIGN PRESSURE RATING: SEE TABLES I—3 ON SHEET 2 20 SWEEP LATCH 1096 1 11.5 from ands—vent mtg. raj MINIATURE DOE CASTING PGT.214.XX 2 if h ' ht is ?= 42 21 WEEP HOUSING 702 3 1 Omids n 2 1/4- from ends R TOOL —MIO-2 2 FLAP 0251 1 Omids n 2 t 4 from ends MASTER T —MIO-251 23 R INS 2 O ea. end of vent to rail MASTER TOOL 70312 74' MAX WIDTH 24 BRASS WHEELS 7BRWHL2 4 2 per Roller Housing) —TECH P.G.T. 33 5/8"MAX 33 5/8' MAX 25 WSTP 7 x .170 BACK TIN 61062W 2 *vent t hat rails ac mt . rail SCHLEGEL OR EOUfv. 7826—t$7 DAYUG4T. DAYLIGHT 6 62899 DOW CORNING 899 OR 99 OPENING OPENING G 21 THERSTRIP BDL@ VRtYI 6TP 49 1 O vent 'om roil TICS —249 9 1 16 I.G. 1 8 HEA STR NED GLASS 3 8 SP 5/16- UMI (1/8- .090 1/8- NS 30 GLAZING BEAD 1.1 i 6 i.G. 6063-75 67 INDAI EX64067 31 WSTP .187 x .2Z0 @ACK FIN SEAL 11060 1 6 ME ING RAN SCHL.EGEL OR EQUIV. 6106 32 t 3 1 fi I.G. 1 P H STRENGTHENED SPACE 5 1 UMI 1,1/8- HS .090 1/8- H 4. ANCHGRkGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 5. 58 1/4- HE60 # S71.L µAX / MAX. 6" FROM :CORNERS. FIXED UTE 57» MAX MAX. 4" h 8' ON EACH SIDE OF MEETING RAIL CENTERLINE. DAYLIGHT % 'ENT MAX. 15" SPACING. OPENING DAYLIGHT JAMBS OPENING MAX `•* FROM :ORNERS. MAX 12 1/2* SPACING. 3" MAX 5. SHUTTER REOUIRELIENT: NO SHUTTERS REO'D. F.K. 12129103 G-RF3ItAf 0129 aASS HEST 6. REF. TE-11 REPORTS: FTL-1969 & FTL-3740 F.K. 7 23 03 MP5 ,17 nu 26 Qx F.K. 403 E— 2,J 6 AM 123-132 ft7ZTF.K. 6101 A—RENS£D MUTE 1 'ILLI; INDUSTRIES 6 MAX 6" MAX 6MAX (` 1 OX ELEVATION & c3.0.M. LG. MISSILE s MAX, 4" M,,,� a 4" I""" [� iD'0om". 34z1a i FL 3 71 ALUMINUM HORIZONTAL SLIDING WINDOW SEE NOTE 4 ON MEETING RAIL ANCHORAGE Rabrt 4..Onk P.F. P.O.sox 1529 S soO~" � ELEVATION PEAa?T12 NOKOMIS, R 34274 HS—alt? NTS I N 6 C L4...Y OPV rt•icLnJ COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A 8 C FTL-1969 8 FTL-3740 A. 5/16" LAMINATED(1/8"ANNEALED, .090 PVB, 1/8"ANNEALED) Q C. 13/16"LAMI I.G.- 1/8"HEAT STRENGTHENED,3/8"SPACE, 5/16 LAMI(118-HEAT STRENGHTENED, .090 PVB, 1/8-ANNEALED) WINDOW WINDOW HEIGHTS WIDTHS 26.000 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 26.500 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 37.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 775.0 66.7 -74.0 66.7 -74.0 53.125 66.7 -75.0 66.7 -75.0 66.7 -73.1 61.6 -61.6 56.0 -56.0 55.0 -55.0 54.2 -54.2 53.4 -53.4 52.7 -52.7 60.000 66.7 -75.0 66.7 -73.5 62.0 -62.0 54.8 -54.8 46.0 -46.0 45.1 -45.1 44.3 -44.3 43.7 -43.7 43.2 -43.2 63.000 66.7 -75.0 66.7 -69.4 58.9 -58.9 51.7 -51.7 43.0 -43.0 42.2 -42.2 41.3 -41.3 40.5 -40.5 40.0 -40.0 66.000 66.7 -75.0 55.5 -65.5 56.6 -56.6 49.0 X49.0 41.2 -41.2 40.4 -40.4 39.5 -39.5 38.7 -38.7 37.9 -37.9 70.000 66.7 -75.0 60.8 -60.8 53.7 -53.7 46.3 X6.3 39.1 -39.1 38.3 -38.3 37.4 -37.4 36.8 -36.8 36.1 -36.1 74.000 66.7 -75.0 1 58.2 1 -58.2 51.3 -51.3 44.2 -44.2 37.4 -37.4 36.8 -36.8 36.1 -36.1 35.5 -35.5 34.8 -34.8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B& D FTL-1969 8 FTL-3740 B. 5/16"LAMINATED (1/8"HEAT STRENGTHENED,.090 PVB, 1/8"HEAT STRENGTHENED) Q D. 13/16"LAMI I.G. - 1/8"HEAT STRENGTHENED,3/8"SPACE,5/16 LAMI(1/8-HEAT STRENGTHENED, .090 PVB, 118"HEAT STRENGTHENED) WINDOW WINDOW HEIGHTS WIDTHS 26.000 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 26.500 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 1 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 37.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0T.�,.. 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 53.125 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 60.000 66.7 1 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 1 66.7 -75.0 66.7 -75.0 66.7 -75.0 63.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 i.r. 66.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 70.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 1 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -74.9 66.7 -73.5 66.7 -72.3 74.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 1 66.7 1 -75.0 66.7 -74.8 66.7 -73.5 66.7 -72.2 66.7 -70.9 66.7 -69.6 F.K. 12129103 F-UPDATE TABLES NOTES F.K. D 2J OJ F-L1p9w w J tw F.K. 4 4 03 f A00 1 16-L& 7a A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES F. 9 6/02 D-R£NS£D TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). Rc.r B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ND TRIES 0.8. 2 16 98 a..aarr.= ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). l L/ GLASS TYPE COMPARATIVE ANAL ASIS (E C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. ' fL 1070TECHNOLOGY ro.: r"OKOo275 ALUMINUM HORIZONTAL SLIDING WINDOW L.pdk P.E. P.O. BOM 1529 5..+../1bl.L Scall: SM.f: Pro.hq He. R.r PE 939712 NOKOWIS, FL 34274 HS-710 47 12 G sucw,.1 5/16' LAMAMMTED 13/16 IOM. IA. HEAT SIRDIMIMM CUSS MO SAFLa KEEP/SAFE MAXW MGLASS CLASS ® OR DUPOW PVB OW LAVER OUTS1 E 611E UTS10E 811E 1/e•ANNEALED OR HEAT 5 1E 5 � CLASS 3/e•AIR SPACE 6 6 STREMGA*MIA- HEAT --� 1/L1'ANNEALM CUES-.� /r 5iRo n o--� OiO INNER LAYER CLASS 2 GLASS (OUPONf SUMME OR AGO RiNER LAM ©3 SAFUD/ MAMMA) (DUPW w/OUfACRE OR 1/e•HEAT SWLD XMPSAFE NAM AIM) STRENGTHENED 1/2• GLASS �OR S 1f6'ANNmED wm an IYP. GLAZING DETAILS: SZ16" (.350) L4MN TED GLASS 6 OUTS1 INSID Lw 9 F.K. 1 or x RAss rm F.K. 7 F-1 17 SM maebw 8 F.K. < E-AW 13 ie LQ /02M QfASS fYPE GLAZING DETAILS: 13/16' L825) I.G. ,tv /� Da le r -- SECTIONS & GLAZING DETAILS t00LG 0N OKOMM n» ALUMINUM HORIZONTAL SLIDING WINDOW LCIWK REFERENCE TEST REPORTS: FTL-1969 do FTL-3740 wrv� PWS.FL 30 � � .� a �• HS-710 NTS 3 �+ 6 41 r 2 G EXTER MAx. w�oT►. saoual oPEl+r+c MUCH 1 t 2 9 MAX. DAruart aPENwa t OPENIC 7 2710 MAX. oA 5 17 .Soo 9 5 i 9 2764 1.76s 5 4 1 ROIIOM 3 OPCkW#0 t 4 2M3 .705 .'300 MAX fIXEO LRE HORIZONTAL SF DAYIJGR ® IIAK OYENNO %of OAYUGM MAX. OPENNG HEKW t MAr1r 9 5 1.004 1 8 300 i.K. t C�#OIf NS1 Y QAIS 2.710 F-0 0H9 INS Sff =a OPENM 8 FJG 403 E A00 tI8—i32 5 mom /IO? GlAS5117gE FRTVA1 SECT] � 0 8 W V_ 16 9E SECTIONS & GLAZING DETAILS 1°f'a °r" ALUMINUM HORIZONTAL SLIDING WINDOW L Clook P.E. P.O.Box is" 5.0. pwli/w 0- MOKWAS.n 34274 NS-710 NTS 4 « 6 4112 C APPROVED NOTES 2x WOW BUGYC 1. USE ONLY MW11—WE COWN APPROVED ELCO TAPCONS. APPROVED ; (SEE NOTE 3.) 3 Of 29 WOOD BUHE CK TO T —3740 ENGHCERED WOOD 1 1/4• MIN (SEE NOTE 4.) SEPARATELY AND TO t R1cV1EMIED tat Bu0.DING CFFICW IPA" 1 1/4' MIN. 4. WSTAUATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. t/SH4� 1/4' MAX. SW� � 1 1/4• MIN. 1/4• MAX. SHN� F1 1/4• MRI. ®3/15' TAPCON SHIM HOOD SptEW (SEE NOTE 1) TYPICAL HEAD SE•TC 10N TYPICAL HEAD SECTION SUBSTRATE ANCHORINS D ANCHORING ... N2 WOOD SCREW 1&3/"6- TAPCON 'w (SEE NOTE 1) &/� ®/12 WOOD SCREW APPROVED APPROVEDwpwwgm 3118' UPCON WOOD BUCK 2x WOOD BUCK (SEE NOTE 1) (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL_ JAMB SECTION TYPICAL JAMB SECTION SUBSTRATE ANCHORING WOOD ANCHORING 1/4• MAX. _ S1i1M tTMr 1/4 MAX. 5WA1 1 1/4" MIN. FZ M259/03;VW Mil-119 0 1 1/4' MIN F.K 07723103 7-MM" ti fMam i • "Si 1 • F. '474/o3 f-11O p16 11KS SIR . TAPPROVED 6/02 AT7lES J t 4 2x WOOD BUCK (SEE NOTE 3.) a..Mrs 15 TYPICAL SILL SECTION TYPICAL SILL SECTION ANCHORAGE SUBSTRATE ANCHCRING WOOD ANCHORING (�� 1070 T1T1110UMf OWE mw �I: 1 , R >�3. ALUMINUM HORIZONTAL SLIDING WINDOW W41t Ork PE. P.0.wx 11i2P K PESO"' HOKOUs.a 34,274 HS-710 NTS 1 5 r 6 4112 G aww�r 4 06� - .705 1.349 .062 2.784 1.187 062 .062 1.187 1.291 . 1.081 ---�}- 1.403 — .737 @ SASH MEETING RAIL ®SASH SIDE RAIL 2OFIXED MEETING RAIL 6063HS—T54 ALUM. 6063—TS ALUM. O FLANGE FRAME JAMB 6063HS—T54 ALUM. 6063—T5 ALUM. .062 -�-h— .062 1.057 —� I .062 723 1.373 —1 2.094 .678 {� 1273 .050 688 -�I L {� 1.122 2.710 �-) -� 2.710 @ 5/16' GLAZING BEAD @ WIND LOAD ADAPTER 6063—T5 ALUM. 6063—T5 ALUM. 7O FLANGE FRAME HEAD O FLANGE FRAME SILL 6063—T5 ALUM. 6063--T5 ALUM. 4r�r .062 j � 1.097 1.187 E+- __�t RR 683 1.183 T " 2.0741+ °S0 1.349 � ®t 3/16' GLAZING BEAD F.K. 12 29 hM7 d16 R15 91! 062 6063—T5 ALUM. F.K. 7 23 OI F-W Coe m 9rr O SASH TOP & BOTTOM RAIL 6063—T5 ALUM. FK 9O FRAME SILL ADAPTER myw i.K. 11.12101 6063—T5 ALUM. 101) EXTRUSION PROFILES �/t'��y ionNo AW FL 34 mss"` ALUMINUM HORIZONTAL SLIDING WINDOW ` dwL CWY PL. PA.00% 154! �MV�MIK Swis a�Ml A M. REFERENCE TEST REPORTS: FTL-1969 do FTL-3740 F6XWr+1 ,FL 34474 Hg-710 NTS 6 r 6 4112 G 3wia.oi Q ul/ tom/ [.UUD U1j: D l :44 ANl ttuoeuud uafllpDuil 1-'UT 111oubtflub t/-U) quality Accuracy Assurance 1k Fenestration Testing Laboratory, Inc. 1677 West 3Ist Place Hialeah,FL 33012 Phone:305/819.7877 Fax 305/819.7998 e-mail:ftWadegaol.com www.fd-inc.com Lab.Number 3710 February 12,2003 Report Number 2 File Number 03-116 pose 1 of 8 Reissued:6-9-03 A-5624 OFFICIAL TEST REPORT MANUFACTUR AX: P.G.T.Indusbies,Inc. DESIGNATION: H-LC70 -32 X 75 ADDRESS: 1070 Technology Drive SPECIFICATIONS: ANSUAAMA/NWWDA Nokomis,Fiends 34275 101/1.322.47;ASTM 8 1186;ASTM E 1996 DESCRWMN OF UMT AND MATI6RIAL CHARACTERISTICS LfJW"sA-l AA-2: MOAN Dedpadoa:SH-1408~1 Overall Sip:414 1/80(32111")by C 3"(730)Wgh by 3.250"deep Coafllantion:O/X No.&She of Vests:One Ixuvdsd vinyl vent,W 1"(490)by 3' 1"(370)high Frame Consuwtiatr Whit vinyl beet gait hie an equal Ieg type frame.F=&ooraers have mitbned welded joint. Fbad meeting rail at each end ww harmed with two 6 by 2"trues had aheet we[ael arias ad in between the screws gad tweed mit rata unit has nae W by 1 -by 0.070"abmdaum Plata.Fum IM has an applied silt risesaialdag interior sill flange 2.750"high overall Site of its me==b8la we as follows:ftm had,fume sill end fume jambs 3.250"by 1.375"by 1.500"by 2.000";f6ued me@derg an 1.440"by 1.2010"by 1.113"by 1.135".Frena members are hollow extrusions with various wall ddd w m. . Vent Cousbwtjos: White vinyl vena has welded mithm d joints. Size of nils are as follows: top rail (hollow e:rnusions)1.022"by 1.410"by 1.647-;bottom rail 1.910"by 1.022"by 1.6470;jamb rails 1.160"by 1.022"by 1.647". Vent rails ane bollow wousk m wide various well thlckwsses. Glad Materisk•0.140"overall bw4 atad laminated glass using two lite:of 1/8"(0.125')had sned glass with an 0.090"inner layer film on the Interior and oat lite of I/1"{0.125' hest strengthened gins on the exterior with a 3/8" air epece between the two 11188 of glare. Method:Unit is exterior glazed with 0.500"glazing penetration using a clear colamd siliews Dow Corte 1199,and a rigid vinyl=W on g>aziag bead with a vinyl flap between the bead and Slaw. Dglight Opp:Ciear opening of vent,45 5/8"by 33 3/4"high;Hied lib,48"by 33 3/4"high. wplr. Dmr Locadon Single now pile with iategsl plastic ft at vent bottom rail and vent jamb rail an the interior and oftnor Single now pile with integral plastic fin at veal top rail Dvub ile with latezral oludc ft at&sme sill adanter Hardware., Der Location Two surly mount metallic keeper.with no I.D.marks at fixed meeting call,7"fconi each and Two au bee mount metallic cam lodr.with no I.D.markt at vent top rail.7"from each end W.3-cy Nob: is drslgxa es nsarwemtntr by laboratory o RHO"TpHp"r CA PAE EIGATION SSTATMMT&COMCWSIGN!OP EXIIV M F%W OR AM"G OU""EPO"T OR Of Ev Of OUR AND _V#13 On WSKMM M man GUN Esq PVMSSM S SRO"WARMLY vl1. i vv I UJ: I . LAO 1Af7 nt�L)UuGa ualp(JOCil IU I 111(IUbLl 1Cb I z-L) Lab.Number 3710 Febmmy 12,2003 Report Number 2 File Number 03-116 Page 2 of 8 Reissued:6-9-03 A-5624 DESCRIPTION OF UNIT AND MATERIAL CHARACTERISTICS Unk's A-I A A-2.(continued) Hardware: Dacr4qion Location FTWO spiral balance,with no I.D.marks at each fame jamb balance metallic shoe clip,with no I.D.marks one at each and of vent bottom rail balance ny1m shoe block,with no I.D.marks one at each frame jamb T long plastic vent stop,with no I.D.mart one at top of each frame jamb balance plastic cover,drawing No.332,with no I.D.marks one at each frame jamb surface mount lea with no LD.mrarks one at each end of vent rail w : Locadon Two V by 1/9"weep hole at frame sill an the exterior,3 1/4"from each end Two 1"by 1/9"weep hole at flame sill an the b asior,2 U4"from each end Two 1/4"by 1/8"weep hob at fame sill, 13/4"from each end 'IWvo 1/4"by 1/S"weep bole at fume dlL 21/4"firm each end Maatias:None Mullions:Now R>eieffiareerseat:One 45%*long aluminum reinforcement,drawing No. 7M.1,inside top sad bonom.rails,(total of two), and one of the same, except 33 %* long inside vent jamb rails, (twirl of two). One 48" long aluminum reinforcement,drawing No.7126.1,inside faced mating tail. Sealsets:Between frame sill and sill adapter wwe sealed with a clear colored silicone. Pads:None Serge:Water resistance tests were conducted with and without fiberglass mesh scream installed.Size of screen,49 3/8" by 36 3/S-high. Additimal Description:One A"by V by 0.062"by 6"long aluminum angle inside haeme jambs,fastened with one No.8 by%"washer head self drilling screw.Unit tested with one 52 1/8"long sill adapter,drawing No.8439,on the interior side,fastened to frame jambs with two No.8 by 3/4"pan head self drilling screws. Ualt Installation:Teat trait installed in a 2 x 12 wood test buck.Frame installed with a single row of No. 10"by 1 pan head sheet metal screws in frame head,frame sill and frame jambs.Location of installation screws are as follows: fume head and frame sill from the le&6",261/16"and 46 118";frame jambs from the bottom,6", 18'4",30 3/4",40 3/4 35"and 69". Product Marrs:None Ux&'sA-3,A-4AA-S. Model Designation:SH-1400;Vinyl Single Hung Window Overall Situs:4'4 1/8"(52 1/8")by 6'3"(75")high by 3.250"deep Coafiguratioa:O/X No.A Size of Venb:One extruded vinyl vent,4'1"(49")by 311,(37")high Uel: Dt9 : SU AM neDtLcc1 GailIPI)e11 Pul 1C1(lUStY'ies kzu) 1�cl C 4 Lab.Number 3710 February 12,2003 Report Number 2 File Number 03-116 Page 3 of 8 Reissued:6-9-03 A-5624 DESCRIPTION OF UNIT AND MATERIAL CHARACTERISTICS UAN's A-3,A-4 A A-S:(continued) Frame Ce stcaetioa:White vinyl test unit has a nail fin frame,55 1/8"by 78"overall.Frame corners have mittered welded joints. Fixed meeting rail at each end were fastened with two 6 by 2"truss head abed metal screws and in between the saom and fixed meeting rail unit has one%"by 1 Ser"by 0.070"aluminum plate.Frame sill has an applied sill riser making interior sill flange 2.750"high overall.Sine of frame members are as follows:frame head,flame sill and firame jambs 3-250"by 1.375"by 1.500"by 2.000";fixed meeting rail 1.440"by 1.2010"by 1.113"by 1.835".Frame manben are hollow extnnsions with various wall thicknesses. Veit CoaRraetion: White vinyl vents has welded mittered joints. Size of rails ace as follows: top rail (hollow extrusions)1.022"by I A100 by 1.647";bottom rall 1.910"by 1.022"by 1.647";jamb rails 1.160"by 1.022"by 1.647". Vent rails are hollow extrusions with various wall thicknesses. Glazier: Materiel:+0.840"overall insulated lamioseed glass using two kites of 1/8"(0.125")heat strengthened glans with an 0.090"inns layer film an the interior and one lite of 1/8"(0.125')heat strengthened glass on the exterior with a 3/8" air space between the two linea of glass. Metbod.Unit is exterior glazed with 0.5grazing pin wing a white colored silicone,Dow Corntxg 995,and 00" a rigid vinyl map an glazing bed wild a vinyl flap between the bead and glass. Daybot Opwing:Clear opening of vent,45 5/9"by 33 3/4"high;fixed lite,48"by 33 3/4"high. Weathen m*wier: Location Loccuio Smgk qraw pile with integral plastic fin act vent bottom rail and veer jamb rail an the interior wand exterior Single rpile with integral plastic fm at veal top rail Doublepile with ktagral plastic tin I at flame sill Hardware: Dasc�' 3orr Location Two surface mount metallic keeper,with no I.D.marks at fixed meeting rail,7"fi+om each and Two surface mount metallic am lock,with no I.D.marks at vent top rail,7-from each end Two spiral balaaoe,with no I.D.marts at each ftrarne jamb Two balance metallic shoe clip,with no I.D.marks one at each end of vent bottom rail Two balance nylon shoe block,with no I.D.marks one at each frame jamb Two 7"long plastic vent stop,with no I.D.marks one at top of eacb frame jamb Two balance phadc cover,drawing No.332,with no I.D.marks one at each flame jamb Two surface mount n ion t latch with no I.D.marks one at each and of vent rail W"Ooies: Oestri �� Two V by IW weep hole at frame sill on the exterior,3 1/4"from each end Two V by 1/8"weep hole at Brame sill on the interior,2 1/4"from tach end Tivo 1/4"by 1/8"weep hole at frame sill, 13/40 frrorn each end Two 1/4"by 1/8"weep hole at frame sill,2 1/4"from each end 4 -z3�3 Ula l,i LUUJ Ute: DIj: 1L AM fYE Ducca U fllPDe11 page J Lab.Number 3710 February 12,2003 Report Number 2 File Number 03-116 Page 4 of 8 Reissued:6-9-03 A-5624 DESCRIPTION OF UNIT AND MATERIAL CHARACTERISTICS Utah's A-5,A-4 Ac A-S:(continued) Muntias:None Mullions:Name Rddorement:One 45'x,"long aluminum minforcxment.drawing No.7092.1,inside top and bottom rails,(total of two), and one of the same, except 33 A" long inside vent,jamb rails, (total of two). One 48" long aluminum rebdfoscement,drawing No.7126.1,imide fixed meeting rail. Sakats:Between fame sill and sM adapter were scaled with a clear colored silicone. Pads:None Serrates:Waxy resistance teats were conducted with and without fiberglass mesh screen installed.Size of screen,49 3/8" by 36 3/8"high. Additional Description:One 76"by 1"by 0.062"by 6"long aluminum angle inside fame jambs,fstened with one No.i by 76"washer head self drAft screw.Unit tested with one 521/8"long sill adapter,drawing No.8439,on the k taior side.fastened to frame jambs with two No.i by 3/4"pan bead Self drilling screws. Usk Instal atiost:Tat unit kstalled in a 2 x 12 wood test buck.Frame installed with a single row of No.1/8"by 1 'h" roofing nails through nail fin at parhnetw of fame.[.ocatioa of imbllstiOn screws are as follows:fame had and fame sill from the let,2-,7 1/8",12 1/4",17 3R",22 W,27 S/8",32 3/4-,37 718-,43-.48 1/8"and 53 1/4";Patna jambs from the bosom,I W,6 W,I tW,16%0.21 W 26 W,3176",36%",41%!,46 44",51%w,%54",61%0,66 K",71 44"and 76 76". Product Markings:None dalg+wtes aettr by laboratory OMCIAL TEST RESULTS Paragmph Number Title of Tat Mases wed UtslrA-1:(TWwpwvVwv. 69 0 F, Bar+ometar:30.21) 2.1.2 Air Infiltration'Test:(ASTM E283-96) Passed at 1.57 psf 0.21 ctm/3q.R.(3.84 cmh/m2) 03(5.49)maximum Nota: Tlw,tested specimen meets or exceeds ttte performance levels specified in specification rsfirence for air infilIr IN'rt- 2-1.3 Water Resistance Test:(ASTM E547-961ASTM 5331-%) Passed with and widtout screen,no leakage at 10.50 psf(503 Pa) 3.75(180)minimum 2.1.4.2 Utriform Stnudaral Load Teat: (ASTM E330-%) Passed Positive I tad 105.0 psf(5074 Pa) 37.5(1796)minimum Deflection Permanent Set Reading at meeting nils 1.472"(37A3 mm) 0.023"(0.58 mm) 0.196(4.98)maximum Reading at frame sill 0.045"(1.14 mm) None Reading at fame jamb 0.068"(1.73 mm) None Uniform Structural Load Test: (ASTM E330-%) Passed Negative Load 105.0 psf(5074 Pa) 37.5(1796)minimum Reading at meeting rails 1.492"(37.94 mm) 0.027"(0.69 mm) 0.196(4.98)tnax Reading at frame sill 0.062"(1.58 mm) None ,o-i3-v Reading fame jamb 0.073"(1.86 mm) None at f 3 I- A, DUON (UIw£L't)„890.0 gma(am$is ftWwV *VON (wm t1'1).StO'0 lip OWS411 twpwv umunxaui(86'0 961'0 (mm 89'0).EZO'0 (mm Era).ut'l SIPU Imwn 1a Imp"I PS swuWauad MR3"ap wnugaltu(SSIZ)07St (id tL%)3sd O'SOl Pao'1 uppod POS=d (%-OEc3 INJ.SV) =o.L Pw i mmmas mmJ.mn Z't'1• umugulm(SIZ)ot'f Nd E(K)JW OS'01 x ou tftm VAPA Pw ql!m P=ad (96-1 EESPUSV/%-LtMWUSV):WJL=UXMJW/b rt :1-V NW,7 *Sma 1:3mvp odmd 7YNOLLdO It NOIJ32S (mmSl'0).900'0 (=WO.SS1'0 upot=4vftwm (Umstl'o).L00'o (=ort).£Lro gmef*m4 v umuaxam(864)961'0 (am£S'o).1 ZO'o (mm E8'1t).519'1 alms SRW=X ftWWV u numnm(96L0 VLE (ad ot")3sd 0'501 Pon"Odbm Paw (wo£E8 Yusv) On.L rwi 1 S mx)jmn (umoro).1'00'0 (mm 95'E).ot1'0 am ama$1a BMW (mm S1'0).900'0 (m@ OZ'►).591'0 gma(a'mav p Ali umm!"m(861)961'0 (mm£r0).L10'0 (mm 8L'Sf).SZS'1 qW9UWmWftYwV PS"Mound ►Q umugtum(96L0 SIE (ad 1►LOS)3sd O'SOI Pool amplad Ptd (96-0££a vusV) 3w1 PnD'I 1mmoon4S mxwn Z't't'Z (or OF �0't9 �umod+ao,L1�f�Y11�l1 wnwP m 66 mww Z s�BoQ and mnm lm(ZZZJ OS (N ZW gurod OS IM P>=A ucrtauulm(t l£)OL N i 10=PM%Od OL SIMI[ MOZImH :a mmftsow ox Ped (88-L868 mw)3m.L 2uFm'@ 'Z'9't'Z'Z amatm-(SS1)S£ (N O►)Wunod 6 SwpLndO mnugxem(551)SE (H I E)Wamod L mod sqmS 1'9'1 T PQAWIIV=ON A4W ON 0 W1 S'1'E ganoxA V W1 rrE-q&u9amd`9L61-Z'EO£1 VI' w P*Md m1 mm.wa km Ped r 1'Z 'OuIl Ply►►$Jqm"P=W pa PIP Puq OU JPA (N 68)spanod OZ XMM VDA (N I 1 l)aPnwd SZo 0UM3 Ped :Wt Plotb AMJ L'1'Z (Ponce):1-virma PSAG" Paeutaow >a1 M a1i4,L �qu�unN gd�ad S,L'1f1m LM rImIddO vcwv EO-6-9 T. WNRVN 83o5*ftd 91 l-EO ralmnN*Rd Z Jaqumm moft EOOZ t bouqod o1LE jagmnx'qrt q a2Pri (n7.) SaT.xignVTJT ,T,r)rf TTegdWP,) PJOag2N WV TG :RG :Rn Gnn7/7T /Tn Ul/ 1L/ LUU* lU : UU : L4 AM Rebecca Campbell PUT lndustrles (`LU) Page '1 Lab.Number 3710 February 12,2003 Report Number 2 File Number 03-116 Page 6 of 8 Reissued:6-9-03 A-5624 OFFICLAL TftST RESULTS Paragrapb Nunber Title of Tat Measured Allowed Unk A-1:(continued) SECTION 4,OP TONAL PERFORMANCE CLASS: 43 Uniform 5truc tunl Load Test (ASTM E330,90 Passed Negative Load 105.0 psf(5074 Pa) 45.0(2155)minimum Deflection Peranaeat Set Reading at meeting rails 1.492"(37.94 mm) 0.027"(0.69 mm) 0.1%(4.98)maximum Reading at lbmo sill 0.062*(1.58 mm) None Reading at flame jamb 0.073"(1.86 mm) Now UsitA-3: Uniform SunctuM Lod Test: (ASTM E330-96) Passed Positive Lod 105.0 pef(5074 Pa) 45.0(2155)murimum Reading at meeting rails 1.525"(38.78 mm) 0.017"(0.43 mm) 0.1%(4.98)maximum Reading at l -jamb 0.165"(4.20 mm) 0.006"(0.15 mm) Reading at frame sill 0.140"(3.56 mm) 0.004-(0.10 mm) Uniform Structural Load Tat (ASTM 13330.96) Passed Negative Load 105.0 psf(5074 Pa) 45.0(2155)minimum Reading at meeting rails 1.645"(41.83 mm) 0.021"(0.53 mm) 0.196(4.98)maximum Reading at learns jamb 0.173"(4.40 mm) 0.007"(0.18 mm) Reading at flame sill 0.155"(3.94 mm) 0.006"(0.15 mm) Unit A-2:(Unit at Temp+na[r v. 65.0 F,Barnet. 30.10 fbnr hoWT prior to texfit Lame MLsiia Impact Test: Cana of glass at vast 50.0 ttisee Passed Missile Orientation:(ASTM E 1886,Sections I 11 and 12.1.83) 22150 50 maximum Cyclic Wind Load Tat: Passed Positive Pressure Deflection at meeting rail 0.770" Range Cycles Duration Deflection at frame jamb 0.079" (Pmax-60.0 P50 (seconds) Deflation at 6sune sill 0.011" 0.2 to 0.5 35M 1.0 Permanent set at meeting rail 0.009" 0.0 to 0.6 300 1.0 Permanent set at frame jamb None 0.5 to 0.8 600 1.0 Permanent set at frame sill None 0.3 to 1.0 100 1.1 Cyclic Ward Load Test: Passed Negative Press= Deflection at meeting rail 0.910" Rangy Cycles Duration Deflection at flame jamb 0.107" (Pmax-70.0 pet) (seconds) Deflection at flame sill 0.038" 0.3 to 1.0 50 1.0 Permanent set at meeting rail 0.011" 0.5 to 0.8 1050 1.0 Permanent sat at frame jamb 0.002" 0.0 to 0.6 50 1.0 Permanatt set at frame sill None 0.2 to 0.5 3350 1.0 Ul i 1-i -VU:) LU . UU : JJ Ael tLUUUUUd L.[6(I poul1 YLr1' IIIQ Ub LI IUb 1 LU b Lab.Number 3710 Febrtte<y 12,2003 Report Number 2 File Number 03-116 Page 7 of 8 Reissued:6-9-03 A-5624 OFFICIAL TEST RESULTS Usk A-4:(Unit at Tem perdure:65.0 F,Barometer:30.10 jour hours prior to testing) Lurie Mir dk Impact Ted: Lower left coma of glass at vent 50.0 ftJsee Psaed Missile Orientation:(ASTM 81886,Sections 11.22 and 12.1.8.3) 2.215° 5°maximum Cyclic Wind Load Tutt: Passed Positive Pressure Deflection,at meeting rad 0.956" Range Cycles Duration Deflection at ffame Jamb 0.089" (Pmax-60.0 psfj (secon(s) Deflection,at Brame sill 0.020" 02 to 0.5 3500 1.0 Pamanant set at meeting rail 0.011" 0.0 to 0.6 300 1.0 Permanent set at ffame jamb 0.001" 0.5 to 0.8 600 1.0 Pataatstunt Set at frtmne sill None 0.3 to 1.0 100 1.0 Cyclic Wind Land Tat Passed Negative Pressure Deflection at meeting nail 1.115' Range Cycles Duration Deflection at frame jamb 0.111" (PmU-70.0 psf) (seconds) Deflexion,at flame sill 0.041" 0.3 to 1.0 50 1.0 Pamanent set at meeting rail 0.021" 0.5 to 0.8 1050 1.0 Permanent ad at frame jamb 0.002" 0.0 to 0.6 50 1.0 Permanent set at Brame sill None 0.2 to 0.5 3350 1.0 Usk A-S:(Umft of rigperatun:65.0 F,Barrxtrr.,31 10 four haws prior to tutting) Large Mbdk Impact Test Upper right corner of glass at verb 50.0 Riser Passed M'udle Orianstion:(AM B 1886,Sections 11.2.2 and 12.1.8.3) 2.3730 so maximum Cyclic Wind Load Tient: Passed Positive Pressure Deflection at meeting no 0.950" Runge cycles Duration Deflection at Blame jamb 0.077" (Pon-60.0 psf) (seconds) Deflection,at 5nme sill 0A70" 0.2 to 0.5 3500 1.0 permanent set at meeting rail 0.009" 0.0 to 0.6 300 1.0 Permanent ad at flame jamb Norm 0.5 to 0.8 600 1.0 Pamarunt sd at frame sill Norm 03 to 1.0 100 1.1 Cyclic Wind Load Test: Passed Negative Pressure Deflection at mee ft rail 1.210" Range Cycles Duration Deflection at frame jamb 0.168" (Pmax-70.0 psf) (seconds) Deflection at tsame sill 0.085" 0.3 to 1.0 50 1.0 Permanent set at meeting rail 0.005" 0.5 to 0.8 1050 1.0 Permanent set at frame jamb 0.003" 0.0 to 0.6 30 1.0 Permanent set at frame sill None 0.2 to 0.5 3350 1.0 Nate:At conclusion of above tests,there was no apparent damage to unit or fasteners and the glass remain co-:3-03 U1/ 14-/ (.UUJ lU : U1 : Lb AM AUDUL;Ud, UdIlIPL)Uli Pul, 111(lubLflub lGU) 1�dgC J Lab.Number 3710 February 12,2003 Report Number 2 File Number 03-116 Par 3 of E Reimued:6-9-03 A-5624 contbmwi- Test Be=ef+-Janaary 13,200:3 Tat Completed-January 14,2003 Report Expires-Jszaary 13,2007 Rourke:This to spat does not consduo certification of this product,but only that the above teat results were obtained using the des4 ssed teat methods and On per mu mcs requirements(pawgrsPhs as listed)of the above referenced specafiations.As per mmtbc w,unit complies with section 3.material and component requaenents. Detailed assembly drawimgs showing well ducimess of all members,corner construction and hardware application are on 1lb and have been compared to the sample submitted.A to sample will be retained at the test laboratory.A copy of Ws report ad detailed drawings will be forwarded to the validator. Now When lord teats aro performed an test specnnens,they are covered with a 1.5 ml plastic sharing to seal frac air leafage,bowrww,this bas no affect on the feet results obtained.large missile impact test camducted with 96" bag 2 X 4(MP)wood,weight of missile is 9 pounds. Witnessed by: FRN8STRATION TB.9TWG RATORY,INC. Mr.Joseph Chan,P.F. Mr.Joe Johnson Mr.Sam Bryant Rome Roble Testing er Laboratory Technicians. Wilfredo Arencibia Jude Soar Author of Report: Mwicruz Ayala P.G.T.industries,Inc. 1 -ALl 4--5 03 U1/ 1l.1/ GUUJ lU : UI. : �DL. /-,.M Aul)U ud 1.d111PL)U11 PUT IIIaUbtI 105 t LU 1 Ydb'U tU quality Accuracy Assurance iq Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah FL 33012 Phone:305/819-7877 Fax 305/819-7998 e-mail:ffldade®aol-com www.fU-inc.com Lab.Number 3733 March 10,2003 Report Number 14 File Number 03-116 Page I of 6 Reissued:6-9-03 OFFICIAL TEST REPORT A-5627 MANUFACTURER: P.O.T.Industries,Inc. DESIGNATION: F-LC60-52 X 75 ADDRESS: 1070 Technology Drive SPECIFICATIONS: ANS1/AAMA/NVWYDA Nokomis,Florida 34273 101/I.S.2.-97;ASTM E 1886;ASTM E 19% DESCRIPTION OF UNIT'AND MATERIAL CHARACTERIMCS Unit's A-2,A-JAA- 7: Model Dedpatioa:Series: 140%Vlayl Fuad Wh cow Overall Size:4'4 1/4"(32 1/4")by V 3"(7511 high by 3.230"deep ConfIgamtion:O Frame Construction:Whits vinyl as units have a tail tin frame,55 1/4"by 78"overall,mitered welded joints and a whits coated finish $I=of Same members ars as follows:fame head,fame sill and frame jamb&3250"by 1.375" by 1.500".Frame members are hollow,carusioos whit typical wall thidmesses of 0.062". Giaft: Material:•0.886"overall iasulowd laminated Slaws using one lift of 3/16"'(0,182") hoe sksn&caed glass on the exterior and 0.454"overall lemivaosd glass using one lids of 3/16"•(0.182')ammaled glass oo to interior and one lite of 3/16" '(0.182')beat 50=9115e0e11 glass on the exterior with an 0.090" inner layer Slm,Dupont Buttscite PVB, laminated by,P.G.T.Industries,mad a 114"0(0.250")air sploe betwsea the laminated and WdOrior plass. Method:Units am exterior.gazed wl8t 0.570"glazing pentatian tying a clear and black colored silicone and an aktruded vinyl wisp on pladtp bead with avinyl flap between bead and plass.The glazing compound used in teat units are as follows: Unit's A-2 A A-5,Dow Coral 995; Unit A-7,Dow Cornu 1199. Daylight Opening:Clear opening of tbked lite,50 1/4"by 73"high. Weatherstripping:None Hardware:None Weepholes: Descr4xldn Location Two 1/8"by 1"weephole at exterior of fame sill, 13/4"fom each end TWO IW by 1"wesphole at interior of*ame sill,2 K"fom each and rTwo 1/8"by 3/8"drain hole I at top of flame sill on the exterior,2 3/8"from each and Meatus:Note Malliona:NOW Relaforeement:Noce Shaba":None Pads:None - Additional Deseription:Unit tested with a vinyl etsap on cover plane,drawing No.7942,at Interior of ftwe, Unit Installation; Test units installed in a 2 x 12 wood teat buck using a 2 x 4 pressure tr+eatedd buck strip.Frame h>:talled with a single row of 1/8"by I K"rooting nails through nail fin at peribunez of ii:ame.Location of installation screws are as follow,:frame head and tame aill ftm the lett 2 K",7 W,12%11, 17%",22 K",27 K",32 K",37 K" 42 W.47 K"and 52 K;fame jambs from bottom, l K",6 K", l 1 K", 16'f.",21 K",26%0,31 K",36 K",41 loj"; K",51 K",56 K",61 K",66 K",71 K"and 76 K". 1'Proded Markings:None -71r os Nate: "".,dalVwx weaswemmu by laboratory 1 T,AS REPQRT W ft"MO FDR TME-MW V9 UK OF TME C,,IEMT TO WHOM IT IS AODRESUD.ITS APPUCA"OR IE ONLY TO THE&AMPLE TESTED AND IE NOT WCO"RILY WDICATNE OF OWUTIEB OF AM'ARa1/Ey S,AIIAR OA IOEMTICAL PROONCR.PUELI !OF STAYEMiNTS.CONIMUMONE OR EXTRACTS FROM OR REOAROIND OUR REPORTS.OR OF ANY OF DUR SEALS OR"6910"VAT„OUT OUR 1"Ies8 PERMISExx 6 000"WTFO vl/ 1-/ GVUb lu : UL : L / AM ti.ebecca Campbell IJG'1' 111clusti'les (Z()) _Mage 11 Lab.Number 3733 March 10,2003 Report Number 14 File Number 03-116 Page 2 of 6 Reissued:6-9-03 DESCRIP'T'ION OF UNIT AND A-5627 MATERIAL CHARACTERIMCS 0W'sA-I&A-4: Model Designation:Series: 1400;Vinyl Fixed Window Overall Sine:4-4 1/4"(52 1/4-)by G 3"(75")high by 3.250"deep Com6prathm:O Finat Construction:White vinyl test units have an equal leg type frame,mitered welded joints and a white coated finish.Size of frame members are as follows:frame head,Frame sill and frame jambs 3.250"by 1.375"by 1.500". Frame members aro hollow extrusions with typical wall thicknesses of 0.062". Ghmim: Material: '0.8$0"overall insulated laminated glass using one lite of 3/16"*(0.180") heat strengthened glass on the exterior and 0.450"overall Imuh died glass using one lite of 3/16"*(0.180")annealed glass on the interior and one lite of 3/16" *(0.18r heat siragO ned glass on the exterior with an 0.090" inner layer film, Dupont Batacibe PVB, laminated by,P.G.T.Industries,and a 1/4"*(0.250")air space between the laminated and exterior glass. Method: Units ars exterior tinned with 0.570"glazing penetration using a black and clear colored silicone and an extruded vinyl soap on glazing bead with a vinyl Bap between bead and glass.The glazing compound used in test units are as follows:Und A4,Dow Corgi 995;Unit A-4 Dow Cornft 1199_ Dayliot Opashig.Clear of faced lite,50 1/4"by 73"high. w -t su Ipphag:Now Hardware:Now weephoks: rTwoDa t7 Locadw Two 1/8"by I"weepbok at exterior of frame:ii1, 13/4"int each end Two 1/8"by I"weepbak at h tarror of ftme sill,2%"Am each end 1/8"by 3R"drain hole I at top of frame sill on the exterior,2 3B"from each and Mnart!•a:Noce MuWaas:Now Relatoreesest:None Seab Ib:None Pada:None Additional Description:Unit tested with a vinyl soap on cover plate,drawing No.7942,at interior of frame. URK Isstallstbn: Test units mstailed in a 2 x 12 wood best buck using a 2 x 4 pressure treated buck strip. Frame iosialled with a single taw of No 10"by 2"pan head sheet metal screws with a 1"washer exterior diameter in ftme head,frame sill and frame jambs.Locabop of installation screws are as follows:frame head and frame sill frown the left 7",19",33"and 45";frame jambs from bottom. I 1",24",37",51"and 65 Produd Markiass:Now Nae.• ••••-dafgII&M neeasunsnrerw by loborwcvy OFFICIAL TEST RESULTS Pangpmp6 Number Title of Test Measured Allowed Unk A-2:('T&vVrrature:68.0 F;Bammeta:30.24) 2.1.2 Air Infiltration Test:(ASTM E283-96) Passed at 624 psf 0.06cf n/sq.ft.(1.10 cmh/m2) 0.3(5.49)maximum Now The tested specimen mars or exceeds the performance levels specified in specification reference fcw air infiltration. (/ l ul/ 1G/ GUUb lU : UJ : lb AM ttebecca Campbell 1jG'1' 1ridUBti'les (LO) Mage 1'L i Lab.Number 3733 Marcb 10,2003 Report Number 14 File Number 03-116 Page 3 of 6 Reissued:6-9-03 OFFICIAL TEST RESULTS A-5627 Paragraph Number Tltls of Teat Measured Allowed Unk A-s:(coatinued) 2.13 Wooer Resistance Test(ASTM E547-%/E331-%) Passed No leakage at 10.50 psf(503 Pa) 3.75(180)minimum 2.1.42 Uniform Strucanal Load Teat (ASTM E330-%) Pawed Positive Load 90.0 psf(4309 Pa) 37.5(1796)minimum Defietdow Perminat Set R,ea t at Eraane jamb 0.1%'(4.98 mm) 0.002"(0.05 mm) Rending at flame sill 0.135"(3.43 mm) 0.001"(0.03 mm) 2.1.4.2 Uniface Structural Lead Test (ASTM E330-%) Passed Neptive Load 105.0 pgf(5027 Pa) 373(1796)minimum Reading at fume jamb 0.231"(5.87 mm) 0.006"(0.13 mm) Rending at frame sill 0.158"(4.02 mm) 0.003"(0.05 mm) 2.1.7 Upper Caner weld Teat: 75 pounds(333 N) Pawed Lower Cotner weld Test 7O pounds(311 N) Passed Now. The break aid not extend along entire weld line. 2.1.8 Forced Entry Roe Test: (ASTM F585-97)mon Test No Entry Passed UnkA-I.(Taq mrdw . 68 OF;Barometer.30.24) 2.1.42 Uniform Structural Load Test (ASTM 16330.96) Passed Positive Load 90.0 psf(4309 Pa) 37.5(17%)minimum Reading at frame jamb 0205"(521 mm) 0.001"(0.03 mm) Reading at fame sill 0.175"(4.45 mm) None 2.1.4.2 Uniform St etwal Load Test: (ASTM E330-96) Passed Negative Load 105.0 psf(5027 Pa) 375(1796)minimum Reading at frame jamb 0.240"(6.10 mm) 0.002"(0.05 mm) Reading at frame sill 0.195"K%mm) None SECTION 4,OPTIONAL PERFORMANCK CLASS: UnkA-2: 43. Water Resirtance(ASTM E547-%/E331-96) Passed No leakage at 10.50 psf(503 Pa) 4.50 C21 5)minimum 4.42 Uniform Structural Load Test (ASTM E330-%) Passed Positive Load 90.0 psf(4309 Pa) 45.0(2154)minimum Reading at flame jamb 0.1%"(4.98 mm) 0.002"(0.05 mm) Reding at hams,si11 0.13S"(3.43 mm) 0.001"(0.03 mm) 4x4.2. Uniform Structural Load Test: (ASTM E330-%) Passed Negative Load 105.0 psf(5027 Pa) 45.0(2154)minimum Reading at fiame jamb 0.231"(5.87 mm) 0.006"(0.15 mm) Reading at frame sill 0.158"(4.02 mm) 0.003"(0.08 mm) '71 t�j ni U1/ 1L/ LUUJ IU : U0 1 AN 1lGDCL:L:d L-'Cwipuull YIJl 111UUbL11GD lLU Ydb'G 1J t Lab.Number 3733 Match 10,2003 Report Number 14 Ptile Number 03-116 Page 4 of 6 Robins :6-9-03 OFFICIAL TEST RESULTS A-5627 PanWigA Number Tithe of Teat Measared Allowed Un&A-l: 4.4.2. Uniform Structural Load Tear (ASTM E330-%) Posed Positive Load 90.0 psf(4309 Pa) 43.0(2154)minimum Reading at frame jamb 0.205"(521 mm) 0.001"(0.03 mm) Reading at Rama sill 0.175"(4.45 mm) None 4.42. Uniform Structural Load Test (ASTM E330.96) Paced Negative Load 105.0 pd(5W4 Pa) 45.0(2154)minimum Reading ac fame jamb 0.240"(6.10 mm) 0.002"(0.05 mm) Reading at flame SM 0.195"(4.%mm) None Uiril A-4;:(Unit at Tear wwwre.. 68.0 F. Bar Wdr:30.24 fow how prior to testing) Large Maude Impact Tat 49 of gim 49.1 ft./see Posed Misat7e Orimadion:(ASTM E 1686,Sections 1122 and 12.1.8.3 22150 S"maximum Lower lit cantor of Sim 49.0 Wsoc Passed Missile Orientation:(ASTM E 1886,Sections 11.22 ad 12.1.8.3 2.5310 5"mavimnm Cyclic Wind Load Test: Passed Positive Prelim Range Cycles Duration (Plasm-0.0 pd) (seconds) 0.2 to 0.5 3500 1.0 Deflection at flame jamb 0.149" 0.0 to 0.6 300 1.0 Deflection at frame$ill 0.071" 0.5 to 0.8 600 1.0 Pamanmt set at flame jamb 0.002" 0.3 to 1.0 100 1.0 Permanent ad at frame sill Now Cyclic Wind Load Test Passed Negative Presauz Range Cycles Duration (Pam-70.0 psO (seconds) 0.3 to 1.0 30 1.0 Deflection at frame jamb 0.164" 0.5 b 0.8 1050 1.0 Deflection at frame sill 0.089" 0.0 to 0.6 50 1.0 Permanent set m fume jamb 0.005" 0.2 to 0.5 3350 1.0 Permanent sat at frame Bill 0.001" Unit A-5:(Ur k at TertpwWwe:68.0 F;Baromwer:30.24 frno Iwura prior to tsrtbw Large Missile Imxact Test: Curter of glass 49.1 R./sm Posed Missile Orientation:(ASTM E 1836,Sections 11.22 and 12.1.8.3 2.215' 50 maximum Lower left corner of glaze 49.1 i1/sec, Passed �} Missile Orientation:(ASTM E 1886,Sections 112.2 and 12.1.8.3 22150 5°maximum . G Vli iG . VV J 1V U11 : GU HCl ftU1)UUU41 UdllIPL)U11 Ylsl 111QU5L11U5 (/-U) Yd�U 14 Lab.Number 3733 Moab 10,2003 Report Number 14 File Number 03-116 Pap 5 of 6 Reissued:6-9L03 A-5627 OFFICIAL TEST RESULTS Paragrapb Number Title of Test Measured Allowed Unit A-$.(continued) Cyclic Wind Load Test. Passed Positive Pressure Range Cycles Duration 01max-60.0 pd) (seconds) 02 to 0.5 35M 1.0 Deflation at flame jamb 0.089" 0.0 to 0.6 300 1.0 Detbctioa at name sill 0.146" 0.5 to 0.8 600 1.0 Permanent set at flame jamb None 0.3 to 1.0 100 1.0 Panmunt set at!Faure sill 0.003" Cyclic Wind Lod Test: Passed Neptive Pressure Range Cycles Duration (Pmax-70.0 pot) (seconds) 0.3101.0 50 1.0 Deli Wm at flame jamb 0.114" 0.510 0.8 1050 1.0 Defkdon at fume SM 0.199" 0.0 t0 0.6 SO 1.0 Permanent set at frame jamb None 0.2 to 0.5 3350 1.0 Permanent set at frame sill 0.005" UnkA-h(Unit m Towpo stwe. 6t.0 F.Boundw. 30.24faw!sows prior to resew Lugo Missile impact Test Cooter of gleets 49.1 ft./sec Passed Missile Orisotsdon:(ASTM E 1886,Sections 11.22 and 12.1.8.3 2215• 50 mauimum Lower lett corner of glass 49.1 WSW Passed MbWW Orientation:(ASTM E 18th,Sections 11.2.2 and 12.1.8.3 2.068° 50 maximuum Cyclic Wind Load Test: Pam Positive Pressure Range Cycles Duration (Pmax-60.0 pin (seconds) 02 to 0.5 35M 1.0 Deflection at frame sill 0.148" 0.0 to 0.6 300 1.0 Deflection at frame jamb 0.099" OS to 0.8 600 l.0 Permanent set at frame sill 0.004" 0.3 to 1.0 100 1.0 Permanent set at frame jamb 0.002" Cyclic wind Load Test: Passed Neptive Pressure Range Cycles Duration (Pmu-70.0 pd) (seconds) 03 to 1.0 50 1.0 Deflection at Brame sill 0.170" 0.5 to 0.8 1050 1.0 Deflection at frame jamb 0.121" 0.0 to 0.6 50 1.0 Permanent set at frame sill 0.009" 0.2 to 0.5 3350 1.0 Permanent set at flame jamb 0.003' Now At conchasion of above testa,there was no apparent damage to unit or fasteners and the glass fr coned Uli1[.iLUUb 1U : 04 : 48 AM hebeCCa Campbell PGT lndustries (LU) Mage 1� Lab.Number 3733 March 10,2003 Report Number 14 Fac Number 03-116 Page 6of6 Reissued:6-9-03 A-5627 cont Tat Hepe-February 12.2003 Tet Completed-February 13,2003 Report Ezplra-February 13,2009 Rmark ;This teat report dues not Constitute certification of this product,but only that the above teat results were obtained uft the designated tett methods and the pwfo nmw requirements(paragraphs as lined) of the above ,mh inoed specifications.As permanubdu er,unit CompUes with section 3,material and component requirements and ASTM E 1886 and ASTM 81996. Detailed assembly drav&p dowing waU ihidme a of aU member:.Comer Construction and hardware application we on file and have been eompand to dw sample submitted.A to ample,will be retained at the out laboratory.A copy of this report and debubd drawiop will be forwarded to dee Validator. Node:When load tins ere performed an tart specimens,they aro covered with a 1.5 mel Plastic 51100tin to seal from air ledgM however,this has no effect an the teat results obtained.Large missUe impact ted coodaoted with%0 long 2 X 4(02SP)wood,weight of missile is 9 Poemds. Wietweed by; FSNFBTRATION TESTING TORY,INC. Mr.Joseph Chan.P.E. Mr.Joe Johnson Mr.Jeff Marquardt Roberto RobWo Testing Laboratory Technicians: Wilfredo Are ncbia Nelson Erato Junior Jude Soca Author of Report: Maricrut Ayala P.O.T.Industries,Inc. 2-ALI r5 ( 1c/ [-UUJ lU : UD : I', AN riCL)UuudL uallg)Duil 1JUI MQU5LYlUb tLU) Yd�C lt� Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah,FL 33012 Phone:305/819.7877 Fax 305/819-7998 e-mail:Jiidade@aol.com www;ftl-tnc.com Lab.Number 3836 July 17,2003 Report Number 25 File Number 03-116 Page 1 of 3 A-5663 OFFICIAL TEST REPORT MANUFACTURER: P.G.T.Industries,Inc. DESIGNATION: F-LC60-52 X 75 ADDRESS: 1070 Technology Drive SPECIFICATIONS: ANSUAAMA/NWWDA Nokomis,Florida 34275 10111.S.2.-97;ASTM E 1886;ASTM E 1996 DESCRIPTI N OF UNIT Modd Designation:Series:1400;Vintyl Fixed Wipdow Overall Sine:4'4 1/4'(52 1/4')by V YA(?S)highby 3250"deep Conoguatba:O 1MAT1cRIAL C$WRACTElRMICS Frame Casstruetloa:Whits rh>3+l test aoila have as egwrt ldg typo flame.mitar ed welded joints and a white ooaned finish.Size of yams-metpbers an as foltceirr:frame bad,i=ts sill and!tams jambs 3.250"by 1.375"by 1.500". Frac members are-hollow cKausioos with typical vmU ddelmesses of 0.062 GiazimV Mater W. •0.580"overall iosuldod lumlossed glass uskg neo tiro of 3/16"'(0.180") beat Wangthened glass on the exterior and 0.4500overall laM110ed glass using one sibs ef3/16"NO.180")annealed glass on the interior and one tine of 3/16"•(0.150')beat strewed gloss on the exta W with as 0.090" inner layer film Dupont Hutscite PVB, Lminamd by,P.G.T.buhWrive,and a`Il4"'(0.250w)air space between the laminated and exterior glass. Method:Units are exterior glazed.with 0.570"glazing pa wtratioe using a black colored silicone,Dow Corning 993, and an exornded vinyl snap on glazing bead with a vinyl Ilap between bead and glass. Dayllot Opening:Clear opening of fixed lite,501/4"by 73"high. Weat6erstrippbrg:None Hardwares None Wapltoks: Description Location Two i/5"by I"wesphole at exterior of frame sill, 13/4"from each end Two 1/5"by 1"weepbole at interior of frame sill,2 A"from each and Two 1/5" 3/$"drain holo at of fame sill on the exterior,2 3/5"from each end Mll atins:Now Mnffiens:None - Reinforeeseat:None Seslaats.Nate Peds:None Additioad Description:Unit tested with a vinyl snap on cover plate,drawing No.7942,at interior of fram?LOF Note: "•"designates weasure�nents by laboratory _ THIS REPOMT a TIANTTED POR TME EXCWSwE USE OF TME CLIENT TO WKOM IT W ADOKWO.TIS APhJrATM�N 4 OMIT TO TME SAMPLE TESTED AMD IS MOT MEDEWY&Y OA)X•ATNE a TT4Y SSIEAR OR*E)(►ICM.OAMUCTS.pAK"T"OF STAIVAWM CONCUA*K OR EXTRACTS FROM OR FWAA 4 DUR REPORTS,OR OF AMY OF OUM SEALS OR W WIA WTMOUT DUR EWWn Mann"-a PRIMM fO. U1/1L/ LUUb lU: UJ : 4b AM ttebecca (.;ampbell PUT 111dU5tl'les (LU) 1-age 1 Lab.Number 3836 July 17,2003 Report Number 25 File Number 03-116 Page 2 of 3 A-5663 MATERIAL CHARACTERISTICS Unit installation:Test units installed in a 2 x 12 wood test buck using a 2 x 4 pressure treated buck strip. Frame installed with a single row of No 10"by 2"pan bead sheet metal screws with a i"washer exterior diameter in frame head,frame sill and frame jambs.Location of Installation scmvs ane as follows:frame had and frame sill from the left 7", 19",33"and 45";frame jambs from bottom, I 1",24",37",5 l"and 65". Product Markings:None OFFICIAL TM RESULTS Paragraph Number Tick of Tat Measured Allowed SECTION 4,OPTIONAL PERFORMANCE CLASS; 4.3. Waw Resistance(ASTM E547-%/E331-96) Passed No leakage at 10.50 psf(503 Pa) 4.50(215)minimum (Unit at Tomperarwe:83.0 F;Bowneter:30.08 jour horns prior to testirw Large Missile Impact Test: Center of glass 50.0 ftisec Passed Missile Orientation:(ASTM E 1886,Sections 11.2.2 and 12.1.8.3 2.21510 50 maximum Upper right corner of glass 50.0 ftisec Passed Missile Odentation:(ASTM E 1886,Sections 11.2.2 and 12.1.8.3 2.215° 5°maximum Cyclic Wind Load Test Passed Positive Pressure Range Cycles Duration (Pmax-40.0 psf) (seconds) 0.2 to 0.5 3500 1.0 Deflection at firame jamb 0.153" 0.0 to 0.6 300 1.0 Deflection at frame sill 0.270" 0.5 to 0.8 600 1.0 Permanent set at frame jamb 0.003" 0.3 to 1 A 100 1.0 Permanent set at frame sill 0.008" Cyclic Wind Load Test Passed Negative Pressure Range Cycles Duration (Pmax-70.0 psf) (seconds) 0.3 to 1.0 50 1.0 Deflection at frame jamb 0.240" 0.5 to 0.8 1050 1.0 Deflection at f wne sill 0.398" 0.0 to 0.6 50 1.0 Permanent set at frame jamb 0.005" 02 to 0.5 3350 1.0 Permanent set at frame sill 0.010" Reference Section 2: Results takes from FTL 3733;Report No.14;A-5627; March 10,2003 Now: At conclusion of above tests,there was no apparent damage to unit or fasteners and the glass remained intact. Test Began-July 15,2003 Test Completed-duly 15,2003 Report Expires-February 13,2007 UliiZ/4UUb lU : 06: L1 AM hebecca Gampbell PUT Industries (LU) Mage 18 Lab.Number 3836 July 17,2003 Report Number 25 File Number 03-116 Page 3 of 3 A-5663 continued: Reoarks-This tact report does not comstkute 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 manufacture,unit complies with section 3,material and component requirements and ASTM E 1866 and ASTM E 19%. Detailed assembly drawings showing wall thickness of all mambas,corner construction and hardware application are 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 ane performed on test specimens,they aro covered with a 1.5 ml plastic shooting to seal from or leakage;,however,this has no offect on the test results obtained.Large missile impact Lost conducted with 90"long 2 X 4(02SP)wood,weight of missile is 9 pounds. Wood by: nN TION TEST TORY,INC. Mr.Joseph Chan,P.E. Mr.Joe Johnson Mr.George Raines Ro Testing er Laboratory Technicians: Jude Sosa Author of Report: Maarricruz Ayala 0 P.G.T.Industries,Inc. 2-ALI Ul/ 14/4UU� lU : Ub: 4b AM rcUdUc;ca l.alllpl)ul1 IJU'1' 1I1QUbLj1U5 %[.U) Yagu lU Quality Accuracy Assurance Fenestration Testing Laboratory, Imes 1677 West 31st Place Hialeah.FL 33012 Phone:305/819-7877 Fax 305/819-7998 e-mail:ftldadeGao1.com www.Jti-inc.com Lab.Number 3732 March 10,2003 Report Number 12 File Number 03-116 Page I of 6 Reissued:6-9-03 A-5630 OMCL4L TEST REPORT MANUFACTURERS P.O.T.Industries,Inc. DI SIGNATION: F-HC60.60 X% ADDRESS: 1070 Technology Drive SPZCIFICATIONS: ANSUAAMMNWWDA Nokomis,Florida 34275 101/LS.2.-97;ASTM E 1886;ASTM E 19% DESCRIPTION OF UNIT AND MATZRIAL C1lL4MCTZR1MCS Uxk'sA-1 AA-6r Model Designation:Series: 1400;Vinyl Fisted Window Overall Size:5'0"(60")by 8'0"(%")ho by 3-WO".deep Comf uration:0 Frage Construction:White vinyl test units have a nail fin frame.63"by 99"overall,mitsead welded joints and swat coated finish.Size of frame members are as follows:ftmo bead,fame silland frame jambs 3.250"by 1.375"by 1.500". From members are hollow axmraions with typical wall thkknesses of 0.062". MaterW:'0.880'overall laminated-leminnied glare-using one fibs of 3/16"''(0,180"') meat strengthened glass on the exterior and 0.430"ovorall 10m baled glass aft one Ike of 3116"•(0.180")annealed glass on the interior and am lite of 3/16"*(0.ISO-)heat saaogtiWim dglw and"wdwior with an 0.090"inner W)W Elm, Santry Glu Plus,laminated by,P.G.T.Industries,and a 1/4"'(0250')air space between the laminated and octerior glass. Method:Units are exterior ginned with 0.370"glazing pemeeradon using a cleaf colored silicocc Dow Corning 995, and an extruded vinyl snap on glazing bead with a vinyl flap betwm bead and glass. Dayligbt Opening:Clear opening of taxed lite,56"by 92"high. WeetheraMppiar.None Hardware:None Weepboles: Des tion Location Two I/8"by 1"weephole at exterior of hems sill, 13/411 from each and TWO I/8-by 1"weephols at interior of frame sill,2 K"f-om each and TWO I/111-by 3/8-drain hole at top of frame sill on the warrior,2 3/8"from each and Mania:None Molliona:Nona Raistorgareat:None Sealants:None _ Pada:None Additional Description:Unit tasted with a vinyl snap on cover pW^drawing No.7942,at interior of frame. Unit Installation; Test units installed in a 2 x 12 wood test buck using a 2 x 4 pressure treated buck-etrip.Frame installed with a single row of 1/8"by I Ku roofing pail through hall f$1 at perimeter of frame.location of 11201191100 halls a Fallows:!!tame bead gad flame sill tom the left,I W.6 K",11 W,16 Va",21 W.26 u",3I-%",36 K"7411%1" 46 K",51 K".56 lS"and 61 W;haemejambe*ombottom,l",6 3/8",113/4",171/8",22!6-,T7 718",331/4"44 49 3/8",54 3/4-,60 1/8",65%-,70 7/8 76 1/4",815/8",87",92 3/8-and 97 3/4".Product b9arldrgs:None Nota: "�,•deslSwater rwealnrreamn by laboratory THIS IVpRT*SUSYITM FOR THE MUM USE OF TIME CLKMT To WWW R 0 AODRESSED.ITS A"UCATIO"K OMLV TO THE"wPLE TESTED AMC IS NOT/S;CESWULY#WIGTVE OLNYJTI Of Lr So"oR0E 1NTICAL PROOLCTS Pus"TID-a IO STATRUOrS.CONCLUSNS OR EXTRACTS MO"op pWoARowo OVA REPORTS.OR OF AMY OF OUR SFALS OR ws,OMIA WHOM OUR[RPRESI PEAMW M.a e— v1/ 1.:.i i.V VJ iV U/ : /-I HCl riCDUL;(-;cl. UCLIIIPDCll JjUi111QU5L1'1U5 lL-U) Lab.Number 3732 Match 10,2003 Report Number 12 File Number 03-116 Page 2 of 6 Reissued:6-9-03 A-5630 DESCRIPTION OF UNIT AND MATERIAL CHARACTERISTICS Dn1NaA-2,A-3AA-S. Model Desigaatioa:Series: 1400;Vinyl Fined Window Overall Size;S 0"(60")by F 0"(96")high by 3.250"doep Codfteratioa:O Frame Construedoa:White vinyl Lest units have an equal leg type Game,mitered welded joints and a white coated finish.Size of flame members are as follows:frame head,Game sill and Game jambs 3.250"by 1.375"by 1.500". Frame members we hollow wrtrusions with typical wall thidmesses of 0.062". MawzW:'0.M"overall ittsulated laminated glass using one lite of 3/16"•(0.130") but wed glass on the exterior and 0.450"overall laminated glass using tae lite of 3/16"'(0.180")annealed glass on the interior and one lite of 3/16"•(0.180")haat streogt1woed glass on the exterior with an 0.090"inner layer film, Sentry Glass Plus,laminated by,P.G.T.Industries,and a 1/4"•(0.250')air space between the laminated and exterior gam. Method:Units we exterior glaaed with 0.570"ghWaog penetration using a black and cleat coWW silicone and an extruded vinyl snap on glazing bead with a vinyl OW between bead and glass.The ghumng compound used in test units are as follows: Unita A-2&A-J,Dow Curran{; 995, Unti A-3,Dow Corning, 1199. Daylight OpeaiW.Clear opening of fined lite,56"by 92"high. weatharstripplW None Hardware:None weeplhoks: nest, Location Hart 1/E"by 1"weephole at exterior of Same sill, 13/4"Gem esch and TWO 1/8"by 1"weephole at interior of frame sill,13/40 ftm a&and Two 1/3"by 3/8"drain bole at top of frame sill on the exterior,2 3/8"from each end Muadns:Now Mullion:None Relaforeaseut:None Seshats:Nona Pads:None Adds bmW Description:Unit bested with a vinyl soap on cover plate,drawing No.7942,at interior of Game. Uait Iaataliatiou: Test units installed in a 2 x 12 wood Leat buck using a 2 x 4 pressure treated buck strip. Frazee i sWW with a single row of No 10"by 2"pan head sheet metal screws with a 1"washer exterior diameter in frame bead,fame silt and frame jambs.Location of installation screws are as follows:fianhe head and flame sill from the left 60,221,32"and 34";frame jambs from bottom,6",22 3/4",39 5/3",56 7/16",73 1/4"and 90". Product Markiags:None Nae: .•.,daignates meanvenwntc by laboratory OFFICIAL TEST RESULTS Paragraph Number Tick of Test Measured Allowed VN&A-1.(Temperature:68.0 F, Barometer:30.24) 2.1.2 Air Infiltration Test:(ASTM E233-%) Passed at 6.24 psf 0.05cfin/sq.8.(0.91 cmh/tn2) 0.3(5.49)max' m Nae: The tested specimen►meets or exceeds the performance levels specified in specification reference for air infiltration. elS�t7?7 UO : U4 HI"I fLCDCI:C:t1. 1.d1I1pouli PU'l' 1IIQU5LY 1U5 k LV I Nils(; Ll Lab.Number 3732 March 10,2003 Report Number 12 File Number 03-116 Page 3 of 6 Reissued:6-9-03 A-5630 OFFICIAL TBS! RESULTS Paragraph Number Title of Tat Measured Allowed I Ukk A-1:(continued) 2.1.3 Water Resistance Test(ASTM E547-%/M31-%) Passed No lesimp at 10.50 psf(503 Pa) 6.00(287)minimum 2.1.4.2 Uniform Strudurai Load rear. (ASTM E330-%) Passed Positive Load 90.0 psf(4309 Pa) 60.0(2173)minimum Deduction Permanent Set Reading at Lranae jamb 0.173-(4.40 mm) 0.004"(0.10 nun) Reading at fame sill 0.081"(2.06 mm) None 2.1.43 Uniform Structural Load Teat• (ASTM E330-%) Passed Negative Lod 105.0 psf(5027 Pa) 60.0(2873)minimum Reading at Same jamb 0.196"(4.98 mm) 0.007"(0.18 mm) Reading at frame sill 0J03"(2.62 mm) 0.003"(0.08 mm.) 2.1.7 Upper Carmy Weld Test 60 pounds(266 N) Passed Lower Corner Weld Tat SS pounds(244 N) Passed Noce: The break did not amend along entire weld line. 2.1.8 Faced Entry ROME=Test (ASTM FS88-97)Mw*dation Test No Entry Passed Ulaft A-2:(Towpesaun":68.0 OF, Borroa ow. 30.24) 2.1.42 Uniform.Structmral Lod Tat (ASTM E330-96) Passed Positive Load 90.0 psf(4309 Pa) 60.0(2873)minimum Raading at Game jamb 0.156"(3.97 mm) 0.002"(0.05 mm) Reading at hum sill 0.071"(1.81 mm) None 2.1.42 Uniform Structural Load Test (ASTM E330-%) Passed Negative Load 105.0 psf(5027 Pa) 60.0(2873)miaimumi Reading at ftame jamb 0.184"(4.68 mm) 0.005"(0.13 mm) Raadiog at 0 sill 0.096"(2.44 mm) 0.002"(0.05 mm) SECTION 4,OPTIONAL PBRFORMANCE CLASS: UnirA-1: 43. Water Resistance(ASTM E547-%/E331-%) Passed No leakage at 10.50 psf(303 Pa) 6.75(323)minimum 4.42 Uniform Suuctural Lod Ted: (ASTM E330-%) Passed Positive Load 90.0 psf(4309 Pa) 67.3(323 1)minimum Reading at fisme jamb 0.173"(4.40 mm) 0.004"(0.10 mm) Reading at frame sill 0.081"(2.06 mm) None 4.4.2. Uniform Strum"Load Test: (ASTM E330-96) Passed Negative Load 105.0 psf(5027 Pa) 67.5(3231) Reading at home jamb 0.I%"(4.98 mm) 0.007"(0.18 mm) Reading at frame siu 0.103"(2.62 mm) 0.003"(0.08 mm) uut) lu : urs: 4u IUYI nebeuua Garnpbeil PUT Industries (GU) Page ZZ Lab.Number 3732 March 10,2003 Report Number 12 File Number 03-116 Page 4 of 6 Reissued:6-9-03 A-5630 OMC1AL TEST RESULTS Paragraph Number Tltle of Test Measured Allowed Ux&A•2. 4.42 Uniform Sttuctural Load Test: (ASTM E330-96) Passed Positive Load 90.0 psf(4309 Pa) 67.5(323 1)minimum Reading at frame jamb 0.156"(3.97 mm) 0.002"(0.05 mm) Readmg at Game sill 0.071"(l.SI mm) None 4.42 Uniform St<ucaaal Lod Test: (ASTM E330•%) Passed Negative load 105.0 psf(5074 Pa) 67.5(323 1)minimum Reading at flame jamb 0.1$4"(4.68 mm) 0.005"(0.13 mm) Reading at name sill 0.096"(7.44 mm) 0.002"(0.05 mm) Us&A-J.(Unit at Tanpaa ww 68.0 F•Bwometar.30.1 S fns how prior to testdtgl Large Nam&Impact Teat: Caatbar of glans 49.1 ftJsec Passed Mhsile Odealadow(ASTM E 1886,Sections 1122 and 12.1.8.3) 2215° 5'maximum laws left corer of glass 49.1 f Jsa Passed Missile Orieatetion:(ASTM B ISK Sections 11.22 and 12.1.8.3) 2.068° 5"maximum Cyclic Wind Lod Test: Passed Positive Pressure Rapp Cydes Duration (Pmax-'60.0 pot) (seconds) 0.2 to 0.5 3500 1.0 Deflection at frame sill 0.238" 0.0 to 0.6 300 1.0 Deflection at home jamb 0.081" 0.5 to 0.8 600 1.0 Permanent sec at frame sill 0.003" 0.3 to 1.0 100 1.0 Pamaneat set at fhame jamb 0.001" Cyclic Wind Lod Test: Passed Negative Pressure Range Cyd" Durstioa (Pmwv-70.0paf) (mss) 03 to 1.0 50 1.0 Deflection at fame sill 0255" 0.5 to 0.8 1050 1.0 Deflection at frame jamb 0.099" 0.0 to 0.6 50 1.0 Pamanonc sec at fume sin 0.006" 02 to 0.5 3350 1.0 Permanent set at flame jamb 0.004" Usk Ars:(Uwrt at Ta Wwawe:68.0 F. Bm»xwer:30.15 Joss bores prior to farting) Large Missile Impact Test: Center of glass 50.0 R.1w Passed Missile Orientation:(ASTM E 1886,Sections 11.2.2 and 12.1.8.3) 2.215° 50 maycintum Law left corner of glass 49.9 ftJsee Passed Missile Orientation:(ASTM E 1886,Sections 11.22 and 12.1.83) 2.5310 5-maximum i U1/ 14/ GUUO IU: WJ: 1 / AM ttebecca Ua[npbell PUT lnc]ustfies (Z-0) !-gage Z.: Lab.Number 3732 March 10,2003 Report Number 12 Fib Number 03-116 Page 5 of 6 Reissued:6-943 A-5630 OMCIAL I FS1 RESULTS Paragraph Nastier Tide of Test Measured Allowed Vxk A-S.(hued) Cyclic Wind Lod Test: Passed Positive Pressure Range Cycles Duration (Pmax-60.0 psf) (seconds) 02 to OS 3500 1.0 Deflection at frame sill 0.083" 0.0 to 0.6 300 1.0 Deflection at frame jamb 0.149' 0.5 to 0.8 600 1.0 Permanent set at fzame sill None 03 to 1.0 100 1.0 Permanent sat at frame jamb 0.002" Cyclic Wind Load Test: Passed Nepdve Prem" Range Cycles Duration (Pmsx-70.0 psi) (seconds) 0310 1.0 50 1.0 Deflection at Roane sill 0.128" 0.510 0.8 1050 1 A Deflection at fiame jamb 0.189" 0.0 to 0.6 50 1.0 Permanent set at filum sill 0.005" 02 to 03 3350 1.0 Permamant met at fkame jamb 0.007" UnkA-d:(EbW at Terypa+ we.-68.0 F,•Baron Wer:30.15 four bolus prior to ) Larks Missile imp"Test: Coater of glass 49.0 fiJsec Passed Missile Orieaft ion:(ASTM E 18%,Sections It 22 and 12.1.8.3) 2.068° 5"maximum Lower left ootnar of glass 49.1 ftJsec Passed Missile Orientation:(ASTM E 1886,Sections 1122 and 12.1.8.3) 22150 50 ma�dmnm Cydio Wind Load Test Posed Positive Pressure Range Cycles Duration (PMU- 0.0 Pao ("=&) 02 to 0.5 3500 1.0 Deflection at fume sill 0.148" 0.0 to 0.6 300 1.0 Deflection at firame jamb 0.101" 0.5 t0 0.8 600 1.0 Permanent sat at throne sill 0.001" 03 to 1.0 100 1.0 Parmament set at fi ame jamb Nape Cyclic Wind Load Test: Passed Negative Pressure Range Cycles Duration (Pmau-M-O pal) (seconds) 0.3 to 1.0 50 1.0 Deflection at fi=e sill 0.171" 0.5 to 0.8 1050 1.0 Deflection at frame jamb 0.130" 0.0 to 0.6 50 1.0 Permanent sat at frame sill 0.003" 02 to 0.5 3330 1.0 Permanent set at frame jamb 0.001' 0.2 to 0.5 3350 1.0 1 J Now. At conclusion of above tests,there was no apparent damage to unit or fasteners and the glass tel/ 1L/ GVUJ 1V : I : U.S A!1 tt�DCG(:il l d6111�JUC11 Ylr'l IIIQU5 LI'1U5 k,(-U) Lab.Number 3732 March 10,2003 Report Number 12 File Number 03-116 Page 6 of 6 Reissued:6-9-03 A-5630 contimrsd- Test Bekaa-Febmary 12,2M Tat Completed-February 13,2093 Report Expires-Febmry 13,2007 Remuts:'Ibis test report dont not cowdU to oerttication of this product,but only that the above tat results were obadned using the designated We melbodt and flee performance requiranents(paragraph as listed) of the above reFuumd specM=doM As per manttlht ww.unit complies with section 3,material and componentrequhatnaft and ASTM E I&M and ASTM E 1996. Detailed assembly dmwings showing wall ducicness of all members,caner construction and hardware appikWou are on Me and have been compared to the sample submitted.A tett sample will be retained at the tort iabornory.A copy of this report and dettWW drawings will be 6orwar+ded to the Validator. Mott When bad tests are performed an test speckats,they am covered with a 1.5 ml plastic sbeeting to seal from air leakage,bowever,this bas no effixg an the to results obbdae&targe missile impact fast conducted with 96'long 2 X 4(SM wood.weight of missile is 9 pounds Witnessed by: TION TUM RATORY,INC Mr.Joseph Chan,P.F. W.Joe Johnson Mr.Jeff Marquardt Roberto 0 Testing Labarstory Tadtnicisms: Wilfredo Arencleia Nelson Etano Junior Jude Soso Author of Repott: Ma/ri=Ayala P.O.T.lnd novas,Inc. 2-ALJ ��co Vii l...i �.VVJ 1V 1V 4.y Hl''1 riCUCla:d Vdlll}lUCll ilUl 111UUb L11Cb 1GV1 c-J quality Accuracy Assurance Fenestration Testing Laboratory, Ince I677 West 31st Puce Hialeah,FL 33012 Phone:305/819-7877 Fax 305/819-7998 e-matt:,f lidade®aaLcom www ftl-tnc.com Lab.Number 3837 July 17,2003 Report Number 27 File Number 03-116 Pagel of 3 A-5665 OFFICIAL TEST REPORT MANUFACTURER: P.G.T.Industries,Inc. DESIGNATION: F-HC60-60 X 96 ADDRESS: 1070 Technology Drive SPECIFICATIONS: ANSI/AAMAINWWDA Nokomis,Florida 34275 101/1.32.-97;ASTM E 1896;ASTM E 19% DESCREMON OF UNIT Model Dealpadon:Series: 1400;Vinyl Fixed Window Overap sire:51 o"(60")by 8.0"(W)WA by 3.250"deep Cottlgnration:O MATERIAL CJEIARACTERI MCS Frame Constroetion: White vinyl grit units have an equal leg type fi ame,mitered welded joints and a white coated finish. Size of}fame members areas follows:frame.head.frame sill and frame jainnbs 3.250"by 1.375" by 1.500". Frame members are hollow extrusions with typical wall thiclatesses of 0.062". Ghudug: Material;00.380"overall imsubtted laminated gloss wing ane-lite of 3/16" •(0.180") hest strangibened glass on the exterior and 0.450"overall laminated glass using one lite of 3/16"*(0.180")attmealed glass on the interior and one lite of3/16"•(0.180")heat strengthened glass on the exterior with an 0.090"inner layer flim, Sentry Glass Plus,laminated by,P.G.T. Industries,and a 1/4"•(0.250')air space between.the laminated and exterior glass. Method: Units aro exterior glazed with 0.570"glazing penetration using s black colored silicone,Dow Corning 995, and an extruded vinyl snap on glazing bead with a vinyl flap between bead and glass. Dayllgbt Opening:Clear opening of fixed lite,56"by 92"high. Weatherstripplog:None Hardware:None Weepbola: rDes pi on Location 1/8"by 1"weephole at exterior of frame sill, 13/4"from each end Two 'Iwo1/8"by 1"weephole at interior of frame sill, 13/4"fiam each and Two I/8"by 3/8"drain hole at top of frame sill on the exterior,2 3/8"front etch end Muntin::None Mullions:None Reinforcement.None Sealants:None Pads:None Additional Description:Unit tested with a vinyl snap on cover plate,drawing No.7942,at interior of frame. . Note: darignarm measummenta by laboratory ST"AEpW IS gU@MrrTW I"RAR a IDENTICAL PROOlICT9� PM�OF fTArEMEM , 7f.0�CUisad OR MaRAC S FROM 011 F&GAROM Wl1"EPO"0 OF A"Y OF;CUP`fA"d1 MMI&AA WM OVT OU""PrIESS PERAn 10".M PPCHWEDlY Lab.Number 3837 July 17,2003 Report Number 27 File Number 03-116 Page 2 of 3 A-5665 MATERIAL CHARACTERISTICS Unit Installation:Test units installed in a 2 x 12 wood test buck using a 2 x 4 pressure treated buck strip. Frame installed with a single raw,of No 10"by 2"pan!read sheet metal screws with a 1"washer exterior diameter in frame head,fame sill and frame jambs.Location of installation screws are as follows:fame head and frame sill from the left 6",22",38"and 54";frame jambs fom bottom,6",22 3/4",39 518",56 7/16",73 1/4"and 90". Product Markings:None OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed SECTION 4,OPTIONAL PERFORMANCE CLASS: 4.3. water Reaistaim(ASTM E547-%/E331-%) Pied No leakage at 10.50 psf(503 Pa) 6.75(323)minimum (Unk at Tenrpwwwe.91.0 F. Barometer:30.13 fow haws prior to resting) Large Missile Impact Test Carta of glass 50.i ftJsec Passed Missile Orientation:(ASTM E 1886,Sections 112.2 and 12.1.8.3 2.2150 5°maximum Upper right corner of glass 49.9 Wsec Passed Missile Orlantdion:(ASTM E 1886,Sections 11.2.2 and 12.1.8.3 2.215" 5°maximum Cyclic Wind Lod Test: Passed Positive Pressure Range Cycles Duration (pmu-60.0 psf) (seconds) 0.2 to 0.5 3500 LO Deflection at frame jamb 0.164" 0.0 to 0.6 300 1.0 Deflection at frame sill 0.283" 0.5 to 0.8 600 1.0 Permanent set at fame jamb 0.004" 03 to 1.0 100 1.0 Permanatt set at frame sill 0.009" Cyclic wind Load rest: Passed Negative Pressure Rntge Cycles Duration (Pmax-70.0 psf) (seconds) 03 to t.0 50 1.0 Deflection at frame jamb 0.246" 0.5 to 0.8 1050 1.0 Deflection at frame sill 0.409" 0.0 to 0.6 50 1.0 Permanent set at franc jamb 0.006" 02 to 0.5 3350 1.0 Permanent set at frame sill 0.013" !reference Section 2: Results taken from FTL 3732;Report No.12;A-5630; March 10,2003 Note:At conclusion of above tests,there was no apparent damage to unit or fasteners and the glass remained intact. Test Beps-July 16,2003 Tat Completed-July 16,2003 Report Expires-February 13,2007 9•ll•dj Uli 1[i c UU > lU : 1G : ,34 AM rteoeuua Gampbeil P(J'1' 111aubtfieb (/-U) Page-Z-1— Lab. ageLlLab.Number 3837 July 17,2003 Report Number 27 File Number 03-116 Page 3 of 3 A-5665 cowimead: Remarks:Ibis 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 and ASTM E ISM and ASTM E 1996. Detailed assembly drawings showing wall thickness of all members,cater construction and hardware application are on file and have baa cow4wed to the sample submitted.A test sample will be retained at the test laboratory.A copy of this report and detailed drawings will be fawaeded to the Validator. Note:When load tests are performed an test specimens,they are covered with a 1.5 ml plastic sheeting to seal from air leakage,however,"bas no effect on the test results obtained.Large missile impact test conducted with 90"long 2 X 4(#2SP)wood,weight of missile is 9 pounds. W-Wmsed by; FENESTRATION TFSTIN 90 RY,INC. Mr.Joseph Cpm,P.E. W.Joe Joba:on W.George Raines Roberto Robleto Testing Manag 7 Laboratory Technicians: Jude Soca Author of Report: Maricxuz Ayala v'r-P.G.T.Industries,Inc. 2-AL1 ui/ is/ LuuD lu : iJ :Jb AM Rebecca ua►npbeii PUT ln(justr'ies (ZO) Mage z8 quality Accuracy Assurance Ik Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah, FL 33012 Phone:305/8I9-7877 Fax 305/819-7998 e-mail:ftldade®aol.com www.fd-inc.com Jab.Number 3737 Marab 20,2003 Report Number 19 File Number 03-116 Page 1 of 6 Reissued:-6.10-03 A-5635 OFFICIAL TEST REPORT MANUFACTURER: P.0.T.Industria,Inc. DENGNATION: SGD-C60-%x% ADDRESS: 1070 Technology Drive SPECIFICATIONS: ANSI/AAMA)NWWDA Nokomis,Florida 34275 101/1.S.2-97 DESCRIPTION OF UNIT Model Designation:Sarins:3400 VhWI 50ding Ohm Door Oma Sip:F 0"(%")by P 0"(96n hibh by$.938"deep Codlturadoa:XO Na S Sip of Panels:Two extruded vinyl panels with the moving panel 00 kt dor track and fixed panel on the exteaior track.Sine of each panel,4' 1/4"(4i 1/40)by T 8%"(92%")high MATERLAL CHARACTRRIUMCS Frame Cowtroedw:White vinyl test=it has an equal leg iype 6rune and mitered joints.Frame corners were fastened with Boor No.6 by 1 %"pat bead:♦heat metal suews,Phare sill>m an applied sill riser making over ail Sill flange 3.230"hist Size of flame mks we a Ulows:fume bad,Emm sill aodfteme,jambs I ZW"by 1.875"by Frame members are solid Moos with vairions wall thick aases. Paod Comovedoo:White vW panels have mitered and welded johda..Sims of Idles and rails ars as follows jamb stils,lock stile,top and bottom nail 1.965"by 2.625"by 1.873"by 3.563";moving interlock stile 2.I55"by 2.625"by 1.875"by 3.563";fhoed interlock stile 1.965"by2.625"by I.875"by 3.563".Panel members an hollow extrusions with various wall thicknesses. Glfthw- Materfah 41.020"overall insulated laminated glass using one lits of 3/16"•(0.185")tempered glass on the exterior and 0.460"overall laminated glass using two lites of 3/16"4(0.183"7 haat strergoaned glass on the wcwdor with an 0.OW inner Isyer filen, Sentry Glass Plus, laminated by, P. 0. T. Industries, and a 3/8" •(0.3757 air space between the laminated std exterior glass. Madwd:Panels are exterior-lased with 0.833"alexin-penetration usiaa a black colored silicone;Draw/Corning 1199, and at adrWW v*1 amp-on Skaing bead. Dayligbt OpeabW Clear opening of each panel,41 K"by 85 K"high. We�atisaatrlpphtg: Dw location Single row pile with integral plastic fin at fixed panel jamb stile.keels,stile.top and bottom rails on the intnaiar and exterior Sbtgle row pile with Integral plastic fin at moving pearl interlock stile Stagia row withplastic fin at fixed panel interlock stile adaptiar Herdwarm - Dstcr Location Coto! stafrice mount multi ply sneakhook lock,with no I.D.marks,thumb turn at lock stile,35"fiam oar the exterior and on the exterior with a hoiic handle bottom Nott: "4"des*mw neevsrrmvW by laboratory TM REPORT IS SUM I V W FO"THE EXCWSNE USE Of THE OLEN'T TO WHOM IT E AMM35ED.M APKICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT NECESSAALY MWATME OF TIE OUAL""ES OF APPARENTLY "A SLAA OR QW)UL PROWCTS.PUBLICATION OF ETATEIAEMTS.CONCLUSIONS OR EXTRACTS FROM OR AEOAROMO OUR REPORTS.OR Oi ANY OF OUR SEALS OR INVONM MAHOUT OUR EXPRESSTERMISSIOK 2 M0061TEO vl� l� l..UUJ lu : 1'4 : .il A!"1 hbDUL;Gd l.AMPOe-1l PUT ill(luSti'leb (ZO) Page LJ Lab.Number 3737 Much 20,2003 Report Number 19 File Number 03-116 Page 2 of 6 Rebsued 6-10-03 A-5635 MATERIAL CHARACTERISTICS Hardware:(omdnued)Dowitalon Locadoir Two adjustable modem maWk wheels in metallic at moving panel bottom nll,6"Som eseb end housing,with no ID.marks One surface mount metallic kooM,with no I.D.mach at jig&frame jamb,35"atom bottom WeepYoies: DawWon Locatlort Two %,,by 1/4"weephok at concrior sip 8aage, l 3/8"from esch and Two 5A by 3/8"draln hok at bottom rail moving panel track insert,3/4"il+om each end . Two W by 1/4"=&olem M exterior$oma sill ftqM 3 1/4"Som each and llai�or+a tr One I W by i SW by 2-by 8S"long aluminum the,drawing No.7701.1.1,inside left jamb 81160,and one of the same,ezcapt 41"long inside top and bottom rails,(WW of fours}One 174"by 111/16"by 17/16"by 1/8" by 85"bag steel dtannei.drawing No.7701.2.1,inside lock dile.One 1 W by 2"by 1/8"by 85"bag steel tube, drawing No.7703.21,inside interlock stslles„(twtal of two}. Se kats:Frame oarners and installation screws won sealed with a white oolorW seem sealer. Pads:One 1.0=0"by 1.500"long adhesive pile pod below interlock stile io fame dU.(total of two). gem:Water raWaetce tab were conducted with and without Bmgoass mesh screens modlad.Size of screens,47 7/8"by 93 7/8"Wgb. AdditloW Doseriptioa:Unit tested with a vinyl iosat,drawing No.7708,the fall length of the flame had and left frame jamb.Unit tested with an extruded vinyl cower,drawing No.7709,in name head.Same sill and flame jambs.Test unit has a vinyl panel track insert,drawing No.7705,with a steel track insert,drawing No.62662,in flame&M below moving poral bottom rail.Test unit has a vinyl insert,drawing No.7707,in Same sill below fixed panel bottom rail.The interlock Miles have an a druded vinyl adapter.drawing No.7704. Unit Instalsdon:Test unit installed in 2 x 12 wood tat buck.Frame installed with a single row ofNo.10 by 2"flat had shat mad screws is Rome head,frame sill and Same jambs.Location of installation screws are as follows:Sante hes4 frame sip from the lett and tFama jambs from aha bottom,6',27-,48-,69-and 89 W. Product narkir gs:Nene OFFICIAL I ZS I RESULTS ftratteepb Number Title of Tat Measured Allowed Unit A-U(Timprrature:67.0 F,•Barometer:30.27) 2.1.2 Air Intiltrstioa Test:(ASTM En3-W Passed at 1.57 psf 0.12 cht/sq.tt.(2.19 cmh/m2) 0.3(5.49)maximum Note. The tested specimen meets or exceeds the perfornuwce levels specified in specification reference 2.1.3 Water Resistance Test.(ASTM E547.961ASTM E331-A6) Passed no leakage at 6.00 pef(287 Pa) 4.50(215)minderans� tv-z3--o3. (*d i£f)3cd 00'6 p 892*m oa'u a M pne q4► )t8iat the ttowaw otft wi£D way P*a►mun Pu*d (96-i££3tLM KLSV)-Ift1 lel AMA% £'1• mnanafm(m)SZs (*d LSZ)pd 00'9 in a8s*m ou vw=>wmM pn*q4► PGU*d (96-1£Ea KLSV/96-LK3 YLLSV):M L OOMMMOV J*AA £'>r 'SSVW SJNVMOd=d 7VMOIJAO'P NOLL32S mn®xseu 66 waaiod£ WM=RftG PBOJOd mnmfafm(ZZZ)OS (N ZZZ)spuRwd OS RM MMZWH ammfafm(l 1£)OL (M t i E)Wunod OL sloths POPMA '*SON U263 MSV)INlft=. PQ Z'S'61TZ mnm fx*m(68)OZ (K L9)ssspm W S i OWD a4*=3 mnmpsm n(68)OZ (H Z9)9 mod 1.1 oad0 m smog mnmp=(EED 0£ (N o8)ssspanod sl 9=j 2mmS 1•9'61'Zz PQ+olly OWN Aaw ox O vDL s'1'£q v 3ft.L ITE Rd9dNRd'9L61-VEO£i VNIVV VDL km pamd r1 z 'xfI PIS+m*w Imp pmm 3m plp ipaq oqL mK (N WO)sspmlcd 06 1*m<d Pmwd VU PPA&JMW3 L t Z DWK (mm 6C0.6t•l'o gmKfM8 X (um 60'0).Z00'0 (m Ld'6).81£'0 1111�v!2mpwv mmqxm(1V6)uro (mm Oro).si0'0 (WML6'!s).61£'Z RPJBSUWwS wn=mm U;IZ)0'5t• (*d tiX)jsd O'SOl po'I m P=wd (96.OE£3 NILSV) w.L Pwi lm pwm wxwun Z yrz GWH (mmHl'c).sZCO gmormm9R (mm sl'0).100'0 (mm lir'9).Zs o Hw Q=g#2RM omwfxem 0 Y6)OL£'0 (mm OZ'0).900'0 (mm 6L'90).01Z'1 OM VOPOR 1*IORmV "S jss suns d ■opmea mnmronn(Sslz)0'st• Nd SM)jsd s'L6 PWI OAPtod Ped (96-o£Fa Pusv) mei pw11=mms wjwn rt,1z (*d i£1•)Pd 00'6 p a1 o*'umm vwqqm pm qI N&ea nn nvA w v t .fit F o w*pwm own Ped (96-1 EE LtO VUSV)aso,L MMWM ARM E'1'Z (P )=I-v upn pm•npV P*J=WW >p,L to oIILL amlw*N qd*aw*d S,CIIIm IS7Z7VUUIddO S£9s-v EO.01.9-POMNV 9J E 828d 911-£0 mgQmHON EOOZ bZ PAW L£L£mgmnN,qwl nq 09pri t n7 i Sai.I1SY1PtIT .T.r)rf TTaQ(iUlr') F7 JaQaS► WV / T ' QT nT Qnn7 r7T ITn - Ul/ lc./ c.UUJ lU : 10: 4U AM tV.UUUuua Uallipi)Ull Pul 111ClubLYlub kzU! i-azu 31 Lab.Number 3737 Mauch 20,2003 Report Number 19 File Number 03-116 Page 4 of 6 Reiasued:6.10.03 OMC[AL TEST RESULTS A-5635 Paragraph Number Title Of Test Measured Allowed Usk A-1:(continued) 4.42 Uniform Structural Load Tat: (ASTM E330-%) Passed Positive Load 97.5 psf(4668 Pa) 52.5(2514)minimum Deflection Permanent Set Reading at interlock stile 1.840"(46.79 mm) 0.005"(0.20 mm) 0.370(9.41)maximum Reading at frame sill 0.252"(6.41 mm) 0.001"(0.15 mm) Reading at Same jamb 0.125"(3.18 mm) Now 4.4.2 Uniform Structural Load Tat (ASTM E330-96) Passed Negative Load 105.0 psf(5074 Pa) 52.5(2514)minimum Reading at interlock stile 2.319"(58.97 mm) 0.015"(0.38 mm) 0.370(9.41)maximum Reading at frame sill 0.388"(9.87 mm) 0.002"(0.05 mm) Reading at fmw jamb 0.149"(3.79 mm) None Vx&A-2:(Unit at ToNVeradrn.•67.0 F,•Ba order:30.14 fors bows prior to tesdxgl Large Mnsile Impact Tat: Curter of glass at moving panel 49.8 Wow Passed b isle Orientation:(ASTM E 1886,Sections 11..22 and 12.1.8.3) 2215" V maximum Cyclic Wind Load Test: Passed Positive Pro$=* DeBection at interlock stile 1.300" Rangy; Cycles Duration Deflection at frame jamb 0.049" (Pmax"'60.0 Pao (seconds) Deflection at frame am 0.165" 02 to 0.3 3500 1.0 Peemanmt set at interlock Stile 0.032" 0.0 to 0.6 300 12 Permanent set at frame jamb None O.S to 0.8 600 LI Pa'nnnent act at frame sill 0.002" 03 to 1.0 100 1.3 Cyclic Wind Load Test: Passed Negative Pressure Deflection at interlock stile 1.855" Range Cycles Duration Deflection at frame jamb 0.100" (Pmax-70.0 pd) (seconds) Deflection at frame sit 0.404" 0.3 to 1.0 50 1.3 Permanent act at interlock stile 0.037" 0.5 to 0.8 1050 1.1 Petmanent act at Erame jamb Naas 0.0 to 0.6 50 1.2 Permanent sat at fiance sill 0.003" 02 to 0.5 3350 1.0 Usk A-3:(Unit at Tempdrwws:67.0 F,Ba ro metw:30.14 four bows prior to tesMaW Lap Missile Impact Test: Lower lett comer of glass at moving panel 50.0 f isec Passed Missile Orientation:(ASTM E 1886,Sections 11.2.2 and 12.1.8.3) 2.5310 5°maximum Cyclic Wind Load Test: Passed Positive Pressure Deflection at interlock stile 1.235" Range Cycles Duration Deflection at Brame jamb 0.075" (Pam-60.0 paf) (seconds) Deflection at frame sill 0.200" 0.2 to 0.5 3500 1.0 Permanent set at interlock stile 0.030" 0.0 to 0.6 300 1.3 Permanent sax at frame jamb None 0.5 to 0.8 600 1.0 Permanent set at frame sill 0.001" 03 to 1.0 100 1.2 to-23-03 U1i 1Gi 4'000 lU : l / : 4d HCl tSeoeuca uafflpb@11 PUT iTWUStl'ies ('GU) Page 3-, Lab.Number 3737 March 20,2003 Report Number 19 File Number 03-116 Page 5 of 6 Reiswed:6-10-03 A-5635 OFFICIAL TEST RESULTS Usk A-3:(continued) Cyclic Wind Load Test: Peed Negative Pfeasure Deflection at interlock stile 1.815" Range Cycles Duration Deflection at cisme jamb 0.129" (Pmau-/0.0 psf) (Seconds) Deflection at frame sill 0.444" 0.3 to 1.0 50 13 Permanent set at interlock stile 0.037" 0.5 to 0.8 1050 1.0 Permanent set at&acne jamb 0.001" 0.0 to 0.6 50 1.2' Permanent set at frame sill 0.004" 02 to 0.5 3350 1.0 UarA-4:(Un&at Temperatrr v. 69.0 F. Barometer:30.20 fow lavers prior to tertbW Laege Missile Impact Test: Upper rk&comer of glen at moving panel 50.0 ft./Sec Passed Missile Orientation:(ASTM E IEEE,Sec tiests 11.2.2 and 12.1.8.3) 2.057° 51 maximum Cyclic Wind Load Test: Passed Positive Prom= Deflection at interlock stile 1.215" Range Cycles Daus ion Deflection at frame jamb 0.063" Mn a-60.0 psf) (tr000rtds) Deflection ax Brame sill 0.182" 0.2 to 0.5 33M 1.0 Permanent net at interlock stile 0.029" 0.0 to 0.6 300 1.2 Permanent set at&arae jamb None 0.5 to 0.8 600 1.1 Pmt set at frane a 0.002" 0.3 to 1.0 100 1.3 Cyclic Wind Load Test: passed Negative Pressure Deflection at interlock stile 1.798" Range Cycles Duration Deflection at frame jamb 0.110" (Pmax-70.0 pd) (seconds) Deflection at frame sill 0398" 0.3 to 1.0 50 1.4 Permanent set at interlock stile 0.032" 0.5 to 0.8 1050 12 Permanent act at frame jamb 0.001" 0.0 to 0.6 50 1.3 Permanent set at frame sill 0.004" 0.2 to 0.5 3350 LO None:At conclusion of above tests,that was no apparent damage to unit or fasteners and the glass remained intact. Too Began-February 17,2003 Tat Completed-February 21,2003 Report Expires-February 17,2007 Restarks: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 refarenced specifications.Asper manufae user,unit complies with section 3,material and component requiremetru and ASTM E 1836 and.ASTM E 1996. Derailed assembly drawings showing wall thickness of all members,corner construction and hardware application are 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. qa LO-L5 uli141vuJ 1V : 16 : 14 AM Meoecca Gampbe11 blit Industries (LU) Mage 33 Lab.Number 3737 Mardi 20,2003 Report Number 19 File Number 03-116 Pe=e 6 of 6 ReismacIA-10-03 A-3635 cowed Nott~•When lad tub am performed as teat specimens,they are covered with a 1.5 ml plastic sheeting to sal fivm air MrcaM however,this.has so effect on the teat result obWm&Lags misdk impact beat conducted with%*lona 2 X 4(#23P)wood.weigit of saiasis is 9 pounds Wks=W by: TION TZSTI G TORY,INC Wk.Jmq*Oak P.1B. Mr.Joe Johnson Laboratory Tedinkims: Rabkto NW=Iha>so Junior Tesr� Wffrado Are wft Jody 8osa Au&w of Report: Mahicmz Ayala ua-P.O.T.hdaftiea,lea 2-AL1 tD-Z3-o; r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r Application Number . . . . . 04-00028674 Date 7/21/04 Property Address . . . . . . 1960 BEACH AVE Tenant nbr, name . . . . . . 4 ' -6 ' FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 800 Owner Contractor ------------------------ ------------------------ PRITCHETT, AMY & RUSTY WILLIAMS CONSTRUCTION 1960 BEACH AVENUE 1129 NECK ROAD ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 270-1900 (904) 273-6006 ---------------------------------------------------------------------------- Permit FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r �LDIING/*Q' OFFICIAL f trL'Ir�� CITY OF ATLANTIC BEACH CD. Ford BUILDING / ZONING DEPARTMENT L. Higgins I J 800 Seminole Road err Atlantic Beach,Florida 32233 (904)247-5800 J33 > (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # OLI- ZS(.--74 Property Address: 19 (O p f-}- U0 Applicant: S cc3i V-35Q'iZs.1L'C—f t*l Project: CC�7- This permit application has been: Approved S-f3D -9Reviewed and the following items need attention: ,20_ Please re-submit yourapplication when these items have been completed. Reviewed By: ✓r� Date: '�q 7-Z0"4�l _ CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: Job Address: 47 Owner's Name: \ Address: /� J� � G I/� j�i�i��r r-*� Z 33 Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: t'o/1-L/ s�j .� ��--)AI CO Address: // /V62x xb. r Phone:10 Y� � Ci ty� Ji/7_b7 1ft)e4 State: �C. Zip.�/%-1?z Fax: h Type of fence and materials to be used: r6ye c—m 9z yCK Valuation Of Fence: Interior Lot ❑ Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: %NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: (st ox A /FeAh /T Mailing Address: L? �CKi 0 ��4 �G�jy°� %L� ,LJC,�I# Phone: 6?61- � Fax: zy E-Mail: 1 T C►1 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 a I hereby certify that all information p i i is application is correct. 7 Signature of Owner: Date: /A Cl G 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 nand correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: L. W S' Date: —7 — 15-- 04 AS TO OWNER: T \t n Sworn to and subscribed before me this �J to day of " u 7 20 V 4. State of Florida,County of Duval 14m* � Notary's Signature: f�� .....•...��E.R..LY..........�E•R.........: YI Comm#0Do24601 Personally known teres&W/2oo� ❑ 9WKW VWU 1300 Produced Identification a� Fkxld6 NettWt"Assn.,k.,#691 •"•"""'•"""""""""' Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of120 a State of Florida,County of Duval , Notary's Signature: �ft ....n..u.o.•ounu•m•ua....w.n. Personally known 0 KIMBERLY A.MILLER COM4 000245>!P1 ❑ Produced Identification € Y Teta F�hM e131=01 ' BOn�IMOt�y 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 3/04/04 SOT 23 -- 6 roc s��m� `� �� GONG WALK 100.00 ' 02q 2 I a O U>N �O I I CSS N I pp0 p0S >m I � jj U GONG . O 1 � 0 > I L7 j _G � DRIVE VE O x o Im � o �C. z 40 GANT. —� ILL AREA _ IS I VAGY' HALL 100 .00 ' s gq o2q 'o ', izv 2� 20 SETC K r 'K 7�v 4 _ E BENEFIT OF MAPPER No. LS 3295 G BUSINESS No. LB 3672 DATE: JANUARY 5, 2004 SHEET__1_ OF 1_ MAP SHOWING SURVEY OF A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET WITH THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY); THENCE SOUTH 03'19'00" EAST, ALONG SAID WESTERLY LINE OF BEACH AVENUE A DISTANCE OF 100.12 FEET; THENCE SOUTH 89'29'00" WEST, PARALLEL WITH SAID SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET, A DISTANCE OF 100.00 FEET; THENCE NORTH 03'19'00" WEST, PARALLEL WITH SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 100.12 FEET; THENCE NORTH 8929'00" EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. SANITARY MANHOLE #2 NORTH INVERT-7.67 WEST INVERT-7.39 118• PVC HIGHER 10' PVC SOUTHEAST INVERT=11.57 FALLS TO LOWER 10' PVC INVERT-8.11 15.79 19TH STREET 10' PVC� � = 15. 8 15.79 - CENTER IN€_ �Rl 0_ 1 .84 22.56 -7-X24.28 T OF BEGINNING \\ 40T OF W� Y AVSD) t ti"' rye^ 1 �\a i WO D POWER PO 10" PV WI BENCH MARK ,#2 EDGE OF PAVEMEN m 19. 6 21.7 VATION-25. 1 16. 16. .26 22.. dLO: 2' .5 CLEA 17.02 18.4 .81 d 2 23. 4 rn 15.59 5.91 � 2 98 `,J1,J 15.91 16.22 6.93 1 .5 1G�' 1 4 �2 3, ^rt 15.9 16.25 CONC TE W L 7' ° ^1� O 2.8 0 24.6 0 24.81 � FOUND 5\8' REBAR 4.16 16.53 0.4' 1 . 5 24. 4 N) L85050 .2' )(17.8 24.3 24.89 • rr1 0.3' 1.0' WIDE, 5.0' HIGH WOO R A 25.7 - { FENCE WITH CONCRETE W 2 .81 t5� _ 0 INSIDE -I > O m �z D 26.6 5.48 25.48 -C -a O N 16.4 X17.1 X2 .9 O p D II LOT 21 ZO o VA AN T c >_ o � > CO (.0c J 26.72 Q r p Q WATER � (n -I N C) _ _ X 17.3 _t . METERS 26.29 W c.! 16.2 25 26.241 m 0 m >�= �� 6.42 '26.3 j o G X6.57 SANITARY v Qi z 8.52 6.50,E n Q 6.57 MANHOLE 01 a NORTH INVERT-20.24 v C)�� Fb f N Project Name: PRITCHETT RESIDENCE Lot: 3 Subdivision: County: Duval Building Code: FBC2001 Computer Program Used: MiTek 6.0 General Truss Design Loads Roof Gravity:42 psf Total Load(Cd=1.25) Floor Gravity:55 psf Total Load(Cd=1.00) Wind: 120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 24 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each drawing for any particular building is the responsibility of the �j Building Designer, per ANSI/TPI 1-1995 Section 2. Je ray P r esosi`1� P. .No.58544 Structural Engineer of Record Name and P.E.No.: Structural Engineer of Record Address: Apex Technology is a fictitous name owned by Jax Apex Technology Inc., a Florida Corporation.Florida Engineer Business No.7547 0303023 ROOF PLACEMENT PLAN 4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224 904-821-5200 NO TRUSS ID# DATE NO TRUSS ID# DATE 1 0303023-CAP01 03/05/04 23 0303023-T14 03/05/04 2 0303023-CAP02 03/05/04 24 0303023-T15 03/05/04 3 0303023-CAP03 03/05/04 4 0303023-CJ02 03/05/04 5 0303023-CJ04 03/05/04 6 0303023-J01 03/05/04 7 0303023-J03 03/05/04 8 0303023-J05 03/05/04 9 0303023-J06 03/05/04 10 0303023-T01 03/05/04 11 0303023-T02 03/05/04 12 0303023-T03 03/05/04 13 0303023-T04 03/05/04 14 0303023-T05 03/05/04 15 0303023-T06 03/05/04 16 0303023-T07 03/05/04 17 0303023-T08 03/05/04 18 0303023-T09 03/05/04 19 0303023-T10 03/05/04 20 0303023-T11 03/05/04 21 0303023-T12 03/05/04 22 0303023-T13 03/05/04 ROOF TRUSSES 0303023 PROFILE QTY PITCH TYPE BASE REACTIONS TOP'l BOT ID O/A PIGGYBACK 04-00-06 Joint 1 Joint 2 Joint 4 Joint 5 9 6.00 0.00 CAP01 04-00-06 52.9 lbs. 227.7 lbs. 227.7 lbs. 32.8 lbs. I 4 1 04-00-06 13 Ply 6.0 0 IILII 0.001 PI CAP02CK J 04-00-6(J 11764.7 lbs. Joint 1764.7 lbs. 1 -139.31bs. -139.3 lbs. PIGGYBACK 04-00-06 Joint 1 Joint 5 �✓ � 2 Ply 6.00 0.00 CAP03 04-00-06 564.2 lbs. 564.2 lbs. _s9 GIRDER 05 07-14 Joint 2 Joint 3 Joint 4 G� 2 4.24 0.00 CJ02 05-07-14 268.31bs. 110.6 lbs. 75.6 lbs. ' GIRDER 04-02-15 Joint 2 Joint 3 Joint 4 G� 3 4.24 0.00 CJ04 04-02-15 22g,3lbs. 39.4 lbs. 41.8 lbs. JACK 1 04-00-00 Joint 2 Joint 3 Joint 4 10 6.00 0.00 J01 04-00-00 275.6 lbs, 72.1 lbs. 54.1 lbs. JACK 1 02-00-00 Joint 2 Joint 3 Joint 4 4 6.00 0.00 J03 02-00-00 198.6 lbs. 18.8 lbs. 29.1 lbs. JACK 01-00-00 Joint 2 Joint 3 Joint 4 6 6.00 0.00 Jos 01-00-00 188,7 lbs. 105.2 lbs. 14.4 lbs. JACK 1 03-00-00 Joint 2 Joint 3 Joint 4 15 6.00 0.00 J06 03-00-00 232.3 lbs. 49.2 lbs. 41.9 lbs, 1GIRDER 1 21-06-00 Joint 8 Joint 11 2 Ply 6.00 0.00 T01 21-06-00 2573.7 lbs. 2591.8 lbs. SPECIAL 21-06-00 Joint 8 Joint 11 �v 6 6.00 0.00 T02 21-06-00 1407.9 lbs. 1479.7 lbs. 1GIRDER 21-06-00 Joint 8 Joint 11 3 Ply 6.00 0.00 T03 21-06-00 3214.5 lbs. 3203.0 lbs. GABLE 20-03-08 Joint 11 Joint 14 1 6.00 0.00 T04 20-03-08 1312.5 Ibs. 1327.8 lbs. SPECIAL 20-03-08 Joint 8 Joint 11 2 6.00 0.00 TOS 20-03-08 1388.4 Ibs. 1397.7 lbs. 1GIRDER 20-03-08 Joint 8 Joint 11 3 Ply 6.00 0.00 T06 20-03-08 4078.3 lbs. 3037.7 Ibs. -3067.5 I I ATTIC 25-00-00 Joint 12 Joint 15 1 6.00 0.00 T07 25-00-00 1540.O1bs. 15 ,.20Ibs. -726.2 lbs. SPECIAL 24-06-00 Joint 9 Joint 12 4 6.00 0.00 T08 24-06-00 1435.9lbs. 1513.7 lbs. Job .Truss Truss Type Qty Ply Pritchett Residence CAP01 PIGGYBACK 9 1 0303023 Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:39:25 2004 Page 1 6-60 3-0-0 3-0-0 0-0-0 3-0-0 Scale-1:10.0 3x4 M1120= 3 6.00 12 T 1 4 2 5 1 B1 l� 2x4 M1120= 20 M1120= Id � 511-2 so-0 0.0-0 6-0-0 6-No LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a n/a 999 I M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=-17/6-0-0,5=-17/6-0-0,2=228/6-0-0,4=228/6-0-0 Max Horz 1=44(load case 4) Max Upliftl=-1 7(load case 1),5=-17(load case 1),2=-202(load case 4),4=-181(load case 5) Max Grav 1=53(load case 4),5=33(load case 5),2=228(load case 1),4=228(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/44,2-3=-123/100,3-4=-123/100,4-5=-13/24 BOT CHORD 2-4=47/82 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 Ib uplift at joint 1,17 Ib uplift at joint 5 202 Ib uplift at joint 2 and 181 Ib uplift at joint 4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,4. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91, should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ob Truss Truss Type Qty Ply Pritchett Residence i0303023 CAP02 PIGGYBACK 12 3 Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:39:49 2004 Page 2 LOAD CASE($)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-65,2-3=-54,3-4=-54,4-5=-65,2-4=-30 Concentrated Loads(lb) Vert:6=-3105(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,2-3=14,3-4=39,4-5=32,2-4=-6 Horz:1-3=-23,3-5=47 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=32,2-3=39,34=14,4-5=8,2-4=-6 Horz:1-3=-47,3-5=23 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=62,2-3=69,3-4=35,4-5=29,2-4=-6 Horz:1-3=-77,3-5=44 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Vert:1-2=29,2-3=35,3-4=69,4-5=62,2-4=-6 Horz:1-3=-44,3-5=77 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-65,2-3=-54,3-4=14,4-5=-25,2-4=-30 Concentrated Loads(lb) Vert:6=-3105(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-25,2-3=-14,3-4=-54,4-5=-65,2-4=-30 Concentrated Loads(lb) Vert:6=-3105(F) Job Truss Truss Type Qty Ply Pn Pritchett tth Residence 0303023 CAP03 PIGGYBACK 1 2 IJob Reference o tional 6.000 s Jan 52004 MiTek Industries,Inc. Fri Mar 05 09:39:52 2004 Page 2 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-65,2-3=-54,3-4=-54,4-5=-65,2-4=-30 Concentrated Loads(lb) Vert:6=-704(F) Job Truss Truss Type Oty Ply Pritchett Residence 0303023 CJ04 ROOF TRUSS 3 1 !Job Reference o Tonal 6.0 O s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:39:54 2004 Page 1 3 4-2-15 -2-1-7 0-0-0 4-2-15 2-1-7 Snle=1 `I 4.24 12 T1 2 131 1 4 2.4 MII20= 2-IJ 4.2-15 0-0-0 4 4-2-15 -2-15 2-1-7 42-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.01 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.10 1 n/a 90 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:161b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=39/Mechanical,2=226/0-5-11,4=42/Mechanical Max Horz2=136(load case 2) Max Uplift3=-31(load case 2),2=-334(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37,2-3=-29/6 BOT CHORD 2-4=0/0 NOTES (4-5) 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 Ib uplift at joint 3 and 334 Ib uplift at joint 2. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=-3(F=25,B=25)-to-3=-57(F=-2,B=-2),2=-O(F=15,B=15)-to-4=-32(F=-1,B=-1) Job Truss Truss Type — �0ty Ply Pritchett Residence 023 J03 ROOF TRUSS 4 1 rents o tional 0303 Job Reference I, 6.000 s Jan 5 2004 MiTek Industries,Inc. F3 iMar 05 09:39:56 2004 Pagel 2- 0 1-6-0 040-0 2-0-0 1-60 Stele=1'7.8 6.00 12 2 T1 131 1 4 2x4 M1120= 1-6.0 2-0-0 0-0-0 2-0-0 2-a0 1-6.0 =5.0Code CING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP tes Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 240 M1120 249/190 ber Increase 1.25 BC 0.02 Vert(TL) -0.02 1 n/a 90 p Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight:9 Ib de FBC2001/ANS195 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=19/Mechanical,2=199/0-6-0,4=29/Mechanical Max Horz 2=1 56(load case 4) Max Uplift3=-29(load case 3),2=-269(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-40/6 BOT CHORD 2-4=0/0 NOTES (3-4) 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 Ib uplift at joint 3 and 269 Ib uplift at joint 2. 3)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 4)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job UN Ply Pritchett Residence Truss Truss Type 0303023 J06 ROOF TRUSS 15 1 Job Reference o tional 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:39:57 2004 Page 1 3 3 - 0-0-0 -1-6-0 1-6-0 3-00 Scale=1:9.7 6.00 r2 d T1 2 131 1 4 2x4 M1120= 1-8-0 3.0-0 0-0-03.0-03-0-0 tao 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 :13C 0.05 Vert(TL) -0.02 1 n/a 90 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:12 lb 1 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=49/Mechanical,2=232/0-3-8,4=42/Mechanical Max Horz2=193(load case 4) Max Uplift3=-69(load case 4),2=-277(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-48/16 BOT CHORD 2-4=0/0 NOTES (3-4) 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 Ib uplift at joint 3 and 277 Ib uplift at joint 2. 3)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 4)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply Pritchett Residence I!0303023 T01 ROOF TRUSS 11 2 � Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:39:59 2004 Page 2 NOTES (13-15) 12)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)564.Olb down and 551.21b up at 8-0-0,and 564.Olb down and 551.21b up at 14-0-0 on top chord. The design/selection of such special connection device(s)is the responsibility of others. 13)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402, Jacksonville,Fl.32224-904.821.5200 14)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation, If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 15)Use SIMPSON HGUS46 to attach truss to flush beam. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-65,4-5=-64,5-6=-65,6-7=-54,10-11=-30,9-10=-170(F=-80),8-9=-30 Concentrated Loads(lb) Vert:4=-564(F)5=-564(F) 6)Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-14,2-3=-14,3-4=25,4-5=-24,5-6=-25,6-7=-14,10-11=-30,9-10=-170(F=-80),8-9=-30 Concentrated Loads(lb) Vert:4=-212(F)5=-212(F) 7)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,34=65,4-5=-64,5-6=-25,6-7=-14,10-11=-30,9-10=-170(F=-80),8-9=-30 Concentrated Loads(lb) Vert:4=-564(F)5=-564(F) 8)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-14,2-3=-14,3-4=-25,4-5=-64,5-6=-65,6-7=-54,10-11=-30,9-10=-170(F=-80),8-9=-30 Concentrated Loads(lb) Vert:4=-564(F)5=-564(F) PI Pritchett Residence — Job Truss Truss Type Qty Y 0303023 T03 ROOF TRUSS 1 3 Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:01 2004 Page 1 -1-6-0 0-0.0 }9-12 8-0-0 14-0-0 18-24 21$0 1-6-0 }9-12 4-2-4 6-0.0 4-2-0 3-}12 5x8 M1120= Scale=1:54.9 � VV6 5x8 MII20= W5 W5 4 5 _ 4 1 8.00 12 3.4 MII20 i 3x4 MII20,1 6 3 2x4 MIM'I 4x8 MI120% 214 M1120 11 6z8 MII20= 6x8 MII20= 7 2 i v i 8 I ISI 14-1-0 B1 i . 11 10 9 8 4x8 M1120= 5x5 M1120= 5x5 MI120= 4x8 M1120= g0 21-8 0 0-0-0 3.!12 18-2-0 21-6-0 3&12 14-48 3312 1.6-0 21.6-0 Plate Offsets(X Yy [2:0-3-8,0-3-0],L470-6-0,0-2-8r[5-.0-6--6,0-2-81.(8:6-4-870-2-01,[9:0-2-8,0-3-0],[10:0-2-8,0-3-01,[11:0-4-8,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.04 9-10 >999 240 M1120 174/154 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.04 9-10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:756 lb LUMBER BRACING TOP CHORD 2 X 6 SYP DSS 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T2 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 1.5 X 11.88 GPLVL G-P Lam 1.8E WEBS 1 Row at midpt 2-11,7-8 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s):12,13,14 REACTIONS (Ib/size) 11=3203/0-10-0,8=3214/Mechanical Max Hoa 11=234(load case 4) Max Upliftl 1=-2245(load case 4),8=-2187(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-1530/1018,3-4=-5406/5158,4-5=-7930/7990,5-6=-5358/5119,6-7=-1479/1002,2-11=-3359/2124, 7-8=-3674/2464 BOT CHORD 10-11=-236/86,9-10=-985/1414,8-9=-8/13 WEBS 3-10=-1804/1862,6-9=-1918/2003,2-10=-1978/3008,7-9=-2427/3474,5-12=-262/280,4-13=-267/285, 3-13=-3551/3309,13-14=-3582/3339,12-14=-3530/3280,6-12=-3500/3252,4-14=-3694/3435,5-14=-3745/3493 NOTES (12-14) 1)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1765.01b down and 1724.91b up at 8-0-0,and 1765.Olb down and 1724.91b up at 14-0-0 on top chord. The design/selection of such special connection device(s)is the responsibility of others. 2)3-ply truss to be connected together with1 Od Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:1.5 X 11.88-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,Except member 12-5 2 X 4-2 rows at 0-4-0 oc,member 13-4 2 X 4-2 rows at 0-4-0 oc. Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1765.01b down and 1724.91b up at 8-0-0,and 1765.01b down and 1724.9Ib up at 14-0-0 on top chord. The design/selection of such special connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 6)Provide adequate drainage to prevent water ponding. 7)Ceiling dead load(5.0 psf)on member(s).3-4,4-5,5-6 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.9-10 9)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2245 Ib uplift at joint 11 and 2187 Ib uplift at joint 8. Continued on page 2 Job Truss Truss Type Qty PPly Pritchett Residence 0303023 T04 ROOF TRUSS 1 1 Job Reference o tional 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:03 2004 Page 1 0-0-0 3-9A2 3-9-12 4-2-4 8-0-0 8-0.0 14-0-0 42.4 2-1.4 18-2-4 20-3-8 _ 5x5 M1120= S.I.=1'.55.0 VJ5 5CW941120= 6 W4 7 W6 J 6.00 12 3x4 MII20-- 3x4 M1120� 2x4 M11201I 2x4 M112011 4x8 MII20� 3x4 MIIM0 4 5 2x4 MI12011 8 9 2,4 M112011 2x4 M112011 6x8 M1120= 412 M1120113 T 10 T - 2 T 9 r I� x4 M1120!I 2x4 MII20 14-1-0 I B1 1 14 3x8 W20 11 13 12 11 4.8 M1120= 8x8 M1120= 4x8 M1120= 8.8 M1120= 80 20-3-8 0-0.0 3-9-12 18.23 20.3.8 3 9 12 14-4-8 _ 2-13 20-3-8 Plate Offsets(X Y) 1270-7-0,0-1-8],[670-2-8,0-2-41,[770-2-8,0-2-41,[1 1 0 4-80-2-0] [12'0-3-8 0-6-01 [13*0-3-8 0-6-0] [14:0 4-8 0-2-0] [20:0-4-0 0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.17 12-13 >999 240 M1120 174/154 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.19 12-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:243 lb LUMBER BRACING TOP CHORD 2 X 6 SYP DSS 'Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T3 2 X 4 SYP No.2D,T1 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. BOT CHORD 1.5 X 11.88 GPLVL G-P Lam 1.8E WEBS 1 Row at midpt 2-14,10-12 WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 10-11 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s):15,16,20 REACTIONS (Ib/size) 14=1328/0-10-0,11=1313/0-6-0 Max Horz14=500(load case 4) Max Upliftl4=-539(load case 4),11=-482(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33,2-3=-590/273,3-4=-565/287,4-5=-627/382,5-6=-626/436,6-7=-520/414,7-8=-638/465,8-9=-638/407, 9-10=-540/250,2-14=-1359/506,10-11=-2222/1062 BOT CHORD 13-14=-360/137,12-13=-275/513,11-12=-8/18 WEBS 4-13=-249/394,9-12=-3031669,2-13=-560/1072,10-12=-1103/2077,6-15=-33/21,7-16=-41/20,5-15=-63/7, 15-20=-59/8,16-20=-62/5,8-16=-63/6 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Provide adequate drainage to prevent water ponding. 5)Gable studs spaced at 2-0-0 oc. 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.12-13 7)Bearing at joint(s)14,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 Ib uplift at joint 14 and 482 Ib uplift at joint 11. 9)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91, should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard obb — Truss Truss Type Qty Ply Pritchett Residence 0303023 I T06 ROOF TRUSS 1 3 Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:05 2004 Page 1 -1-6-01_6_00-00 3-9.12 3-9-12 4-2-4 &0-0 8-0-0 140-0 424 18-2-4 2.1 4 20.3-8 5x8 MII20= Scale=Y56.9 W6 VJ6 5x8 MII20= WS WS 4 5 6.00 2- 3X4 M11204 1 3x4 M1120,1 6 3 2x4 N11120 11 4x8 M1120o, y�4 MII2011 8x8 MII20— 715 6x8 MI120= 2 1 IV d o 1410 a1 11 10 B B 4x8 M1120= 5x5 M1120= 4x8 M1120- 1002 M1120= 1-0-0 2&3-8 0.0-0 3.9-12 18-24 20-3-8 3-912 1448 _ 2-1-4 1-&0 20-3-B Plate Offsets()0E:[22:0-3-8,0-3-0],L4:0-6-0 0-2-8] (5'0-6-0 0-2-8] [8 0-4-8 0-2-0] (9.0-3-8 0-6-0] [10- - -0-3-0] [11:0-4-8 0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.05 9-10 >999 240 MI120 174/154 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.07 9-10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.50 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:7331b LUMBER BRACING TOP CHORD 2 X 6 SYP DSS 'Except` TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T2 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 1.5 X 11.88 GPLVL G-P Lam 1.8E WEBS 1 Row at midpt 2-11,7-8 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s):12,13,14 REACTIONS (Ib/size) 11=3038/0-10-0,8=4078/Mechanical Max Horz 11=542(load case 4) Max Upliftl 1=-2082(load case 4),8=-3068(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-1294/928,3-4=-5546/5247,4-5=-8264/8226,5-6=-5348/5114,6-15=-917/631,7-15=-1312/976, 2-11=-2855/1779,7-8=-5116/3826 BOT CHORD 10-11=-401/118,9-10=-898/1183,8-9=-32/42 WEBS 3-10=-1831/1804,6-9=-2606/2604,2-10=-1721/2509,7-9=-3552/4678,3-13=-3756/3662,12-13=-3789/3695, 12-14=-3689/3465,6-14=-3657/3435,4-13=-295/302,5-14=-275/292,4-12=-3861/3631,5-12=-3956/3862 NOTES (12-14) 1)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1765.01b down and 1724.91b up at 8-0-0,and 1765.01b down and 1724.91b up at 14-0-0,and 800.01b down and 781.81b up at 19-6-0 on top chord. The design/selection of such special connection device(s)is the responsibility of others. 2)3-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:1.5 X 11.88-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,Except member 13-4 2 X 4-2 rows at 0-4-0 oc,member 14-5 2 X 4-2 rows at 0-4-0 oc. Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1765.Olb down and 1724.91b up at 8-0-0,and 1765.01b down and 1724.91b up at 14-0-0,and 800.Olb down and 781.81b up at 19-6-0 on top chord. The design/selection of such special connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 6)Provide adequate drainage to prevent water ponding. 7)Ceiling dead load(5.0 psf)on member(s).3-4,4-5,5-6 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.9-10 9)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2082 Ib uplift at joint 11 and 3068 Ib uplift at joint 8. Continued on page 2 Joh Truss Truss Type Qty Ply 1 Pritchett Residence C T07 ATTIC 1 1 0303023 I Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:07 2004 Page 1 -3-5-15 o-0-6 1-fi-0 6-7-12 10.1-5 12-6-0 14-10-11 18-04 236-0 25-0-0 265.15 3-5-15 1-6-0 5.1-12 3-5-9 2.4-11 2d-11 3-5-9 51-12 180 3-5-15 4x8 M1120= Scale=1.55.0 6 5 7 6.00 12 8 4 3x4 M1120\\ 3x4 MI120// '. 4x12 M112013 1 9 2 ISI4x1M1120 2 I T T T 10 T yT T 11 W W2 W2 T 15 3x8 MU.1, 3x6 M11201'. 14 3x8 MI12011 3x8 M112011 3x8 MI12011 3x8 M112011 3x8 M112011 t3 3x8 M112011 3x8 M1120''' 12 4.1 M11201 8x8 MII20= 8x8 M1120= 44 M112011 26-6-0 -1-0-0 040 6-7-12 184-4 25-0-0 2660 1-0.0 6-7-12 11-68 - _ 6-7-12 140 25.0-0 Plate Offsets(X Y): [2:0-7-0 0 1 8] [6 0 4-0 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.26 13-14 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.29 13-14 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:322 lb LUMBER BRACING TOP CHORD 2 X 6 SYP DSS 'Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T1 2 X 4 SYP No.21),Ti 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 8 SYP DSS WEBS 1 Row at midpt 2-15,10-12 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 15=1540/0-3-8,12=1540/0-3-8 Max Horz 15=-502(load case 2) Max Upliftl5=-726(load case 4),12=-726(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33,2-3=-1165/534,3-4=-1113/566,4-5=-1059/644,5-6=-56/343,6-7=-56/343,7-8=-1059/644,8-9=-1113/566, 9-10=-1165/534,10-11=0/33,2-15=-1540/651,10-12=-1540/651 BOT CHORD 14-15=-425/427,13-14=-309/995,12-13=-75/97 WEBS 5-7=-1267/708,4-14=-37/261,8-13=-37/261,2-14=-390/1225,10-13=-391/1225 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.0psf;Category 11;Exp C;enclosed;MWFRS gable end zone;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)All plates are 2x4 M1120 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-7 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 726 Ib uplift at joint 15 and 726 Ib uplift at joint 12. 9)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 10)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91, should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply�I Pritchett Residence 0303023 T09 ROOF TRUSS 1 3 Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:10 2004 Page 1 -1-6-0 0-0-0 6.7-12 12-6-0 18-4-4 24-6-0 1-60 6-7-12 5.104 5.10-0 6-1-12-- 5x8 MII20= Scale=1'56.1 W7 6 4x5 M1120� 4z5 M1120- 5 7 6.00 F12 3x8 MI12011 6x8 M112011 311111120 11 4 8 3x4 M1120i 4x5 M1120,' 9 3 6x8 MI120= 6x8 M1120= 0 2 $ 1 d W i B1 16 18 15 19 20 14 13 12 11 4x8 M112011 10x12 M1120= 8x8 M1120= 8x8 M1120= 6x8 M1120= 4x8 M1120= -6-0 24-6-0 0-0-0 6-7-12 18-44 24.6-0 6-7-12 11.8-8 6-1-12 1-M 24-6-0 Plate Offsets(X Y): 12:0-3-8,0-3-01,[5:0-2-10 0-2-8] [7:0-2-10,0-2-8],_[l 1 0-4-80-2-0] [13:0-3-80-6-0] [14:0-3-8,0-6-01,[15:0-6-0,0-6-0],[17:0-3-8 0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.26 13-14 >999 240 M1120 174/154 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.34 13-14 >847 180 BCLL 10.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:852 lb LUMBER BRACING TOP CHORD 2 X 6 SYP DSS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 1.5 X 11.88 GPLVL G-P Lam 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' JOINTS 1 Brace at Jt(s):17 W2 2 X 4 SYP No.213,W7 2 X 6 SYP DSS,W7 2 X 6 SYP DSS REACTIONS (Ib/size) 16=11029/0-10-0,11=7798/Mechanical Max Horz 16=509(load case 4) Max Upliftl6=-3886(load case 4),11=-645(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-4892/1818,3-4=-6316/1533,4-5=-4598/1185,5-6=-455/2511,6-7=-347/2423,7-8=-4687/1279, 8-9=-6124/1379,9-10=-3164/368,2-16=-8936/3185,10-11=-6701/751 BOT CHORD 16-18=-414/158,15-18=-414/158,15-19=-1772/4413,19-20=-1772/4413,14-20=-1772/4413,13-14=-1113/5002, 12-13=-282/2851,11-12=-14/75 WEBS 4-14=-836/3850,8-13=-322/3227,3-14=0/1498,9-13=-1891/4893,5-17=-7747/1758,7-17=-7747/1758,3-15=-3366/0 ,9-12=-6845/2305,2-15=-2565/8003,10-12=-580/5994,6-17=-109/607 NOTES (12-14) 1)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1312.51b down and 481.61b up at 0-1-12,1378.41b down and 444.71b up at 2-0-12,and 1378.41b down and 444.71b up at 4-0-12,and 4068.31b down and 3073.51b up at 6-1-8 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 2)3-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:1.5 X 11.88-4 rows at 0-4-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1312.51b down and 481.61b up at 0-1-12,1378.41b down and 444.71b up at 2-0-12,and 1378.41b down and 444.71b up at 4-0-12,and 4068.31b down and 3073.51b up at 6-1-8 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;enclosed;MWFRS gable end zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 6)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-17,7-17 7)Bottom chord live load(200.0 psf)and additional bottom chord dead load(45.0 psf)applied only to room.13-14 8)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3886 Ib uplift at joint 16 and 645 Ib uplift at joint 11. 10)Loaddc�ase(s)1,t2,3,4,5,6,7,8 has/have been modified.Building designer must review loads to verify that they are correct for the Continued on pagoe Z is truss. Job Truss Truss Type Qty Ply Prig chert Residence 0303023 T10 ROOF TRUSS 1 1 Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:11 2004 Page 1 .1-6-0 6-0-0 4-0-0 8-3-0 12-6-0 1r19.0 21-0-0 25.0-0 26-6- 1-6-0 4-0-0 4-3-0 430 43-0 4-34 4-0-0 1$0 Scale=1 45 7 4x5 M1120= 4x5 M1120= 3x4 M1120= 54 M1120= 3x4 M1120= 3 4 5 6 7 77 6.00 '12 3 W 4 2 6 `Y 05 M1120= 13 12 11 10 4x5 MO.= 3x4 M1120= 3x4 M1120= 5x5 M1120= 3x4 M1120= 16.0 26-6-0 0-0-0 4-0-0 40.0 5-M 8-&0 5-8-0 15-0-0 5-8-0 21-0-6 44)-0 25-0-0 1-0.0 25-0-0 1.6-0 Plate Offsets(X Y). [5:0-2-8 0-3-0] [11:0-2-8,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.40 11-12 >727 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.45 11-12 >658 180 BCLL 10.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1532/0-10-0,8=1524/0-6-0 Max Horz2=-121(load case 5) Max Uplift2=-1093(load case 3),8=-1086(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-2683/2020,3-4=-2376/1862,4-5=-4068/3159,5-6=-4082/3170,6-7=-2420/1893,7-8=-2720/2046, 8-9=0/36 BOT CHORD 2-13=-1728/2303,12-13=-2964/3792,11-12=-3358/4293,10-11=-2943/3814,8-10=-1722/2347 WEBS 3-13=-704/1038,4-13=-1615/1395,4-12=-217/493,5-12=-290/383,5-11=-274/371,6-11=-208/481,6-10=-1593/1379, 7-10=-698/1030 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1093 Ib uplift at joint 2 and 1086 Ib uplift at joint 8. 5)Girder carries hip end with 4-0-0 end setback. 6)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140.OIb down and 136.31b up at 21-0-0,and 140.01b down and 136.31b up at 4-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-7=-74(F=-20),7-9=-54,2-13=-30,10-13=-41(F=-11),8-10=-30 Concentrated Loads(lb) Vert:13=-140(F)10=-140(F) Job 1 Truss Truss Type Qty Ply Pritchett Residence 0303023 T12 ROOF TRUSS 2 1 Job Reference(optional) 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:14 2004 Page 1 -1-s-o 0-0-0 ao-o 1.8-0 3.0-0 3-9-0 6-9-0 330 10-8-0 Scale=1:20.2 4x8 MII20= 2x4 M112011 3 43x4 M1120= 5 -- T2 8.00 12 W1 W1 W1 T1 2 B1 1"`111 8 T 2x4 M112011 3x4 M1120= 3x4 MII20= 3x4 M1120= 1.6-0 10.8-0 0-0-0 aD-o 3-0-0 330 8-9 330 1 D-6-0 1.8-0 Plate Offsets(X Y): [3:0-5-4 0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.03 7-8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.03 7-8 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:51 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=489/0-6-0,2=597/0-3-8 Max Horz 2=196(load case 4) Max Uplift6=-375(load case 3),2=-472(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-837/565,3-4=-787/603,4-5=-73/55,5-6=-111/137 BOT CHORD 2-8=-532/704,7-8=-535/720,6-7=-603/787 WEBS 3-8=-35/163,3-7=-131/73,4-7=0/88,4-6=-778/597 NOTES (7-8) 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 Ib uplift at joint 6 and 472 Ib uplift at joint 2. 4)Girder carries hip end with 3-0-0 end setback. 5)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)63.O1b down and 61.31b up at 3-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not.sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-61(F=-7),2-8=-30,6-8=-34(F=-4) Concentrated Loads(Ib) Vert:8=-63(F) ,s FJ-0b Truss Truss Type Qty Ply Pritchett Residence 0303023 I T14 ROOF TRUSS 4 1 Job Referenceo tional 6.000 s Jan 5 2004 MiTek Industries,Inc. Fri Mar 05 09:40:16 2004 Page 1 -1B-1l 0.0-0 1-0-0 -4-0 7-4'0 14-6a 62-0 �-4-0 1-s-o 1 Scale=128.5 5x5 M1120= t 3 8.00 12 W1 1 2 4 1 5 !,a 8 3.4 M1120= 2x4 M112011 3.4 M1120= 1-60 162-0 0-0-0 7-4-0 7-4-0 74.0 14-8-0 1-e-o 14-60 1$-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.17 2-6 >994 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.15 2-6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.02 4 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:57 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=693/0-3-8,4=693/0-3-8 Max Horz 2=1 77(load case 4) Max Uplif:2=847(load case 4),4=-847(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-861/868,3-4=-861/867,4-5=0/35 BOT CHORD 2-6=-673/697,4-6=-673/697 WEBS 3-6=-331/276 NOTES (4-5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 847 Ib uplift at joint 2 and 847 Ib uplift at joint 4. 4)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard DESIGN LOADS 0 N Roof Loadine (Cd= 1.25) TC - 1 Top Chord Live Load 20 psf Top Chord Dead Load 7 psf Bottom Chord Live Load 10 psf � of 1 Bottom Chord Dead Load 5 psf w Floor Loading (Cd= 1.00) a Top Chord Live Load 40psf 5nUEnUSS Top Chord Dead Load 10 psf 0 Bottom Chord Live Load 0 psf AD OF Bottom Chord Dead Load 5 psf ¢ ® � 0 Wind Loading (Cd= 1.60) ASCE 7-98, 3s Gust 120 MPH Exposure Category C °o Importance Factor 1.0 Enclosed Structure a d Special Floor (Game Room)_Loading (Cd= 1.00) 0 Top Chord Live Load 60 psf Top Chord Dead Load 10 psf Bottom Chord Live Load 0 psf v Bottom Chord Dead Load 5 psf C Maximum Floor Truss Spacing 16" o.c. b Design loads were provided by the building designer o o Z CO N This drawing is not sufficient alone for installation. CO Additional instructions accompanying this drawing, aW including BCSI-03, should be used in conjunction w Q with the architectural and structural plans during z installation. If BCSI-03 has not been shipped to 2 the site with the components shown on this page, a wm please contact Apex Technology for a free copy. a o x z z The Design Loads above were provided by the w Engineer of Record. A o z C� o The Engineer of Record is instructed to sign the z w p w signature block to the right indicating his a a q Q favorable review of the truss documents in E-' w 5 �D a z F o accordance with Board Rule 61G15-30.006(3). Hez w Q Q z w 0 c> 2 rn shall also indicate his license number and address H>- 0 W w 0 C4 Z on this page. 0 E, M :CnD U E- w 0 Permanent bracing of the roof sytem, including x gable truss bracing, is the responsibility of the w Engineer of Record for the structure or the E - 40 building designer. All trusses (including trusses under valley framing) ¢ must be completely decked. w All valleys are to be conventionally framed by w builder. 0 All trusses are designed for 2' o.c. maximum spacing, unless otherwise noted. z All walls shown on placement plan are considered o to be load bearing, unless noted otherwise. F U d fn _. C7 O DO NOT SCALE THIS DRAWING z x F -04 X W ¢ JEFFREY P. ARNESON PE No. 58544 *J03 t� H co H m H Eo 0 0 0 0 0 o TO T05 JOl T05 J01 T06 JO1 JO1 J01 J01 JO1 o � o JO1 w H JO1 w J03 Q ch W wz � w Q x 1'03 T02 T02 T02 J06 ° T02 J06 T02 J06 T02 J06 T01 J06 J05 T14 GJUD T14 J06 J06 T14 J06 J06 T14 B17 J06 J06 P7 T13 Pio J05 m a B8 J05 Lr 7x,13 0 �n Am B1 w G A T15 3rd. FLOOR-ROOF FRAMING ON 2nd. FLOOR WALLS ,v y ACAN r 2 . �,7 Q 2663 m 26.73 [n = rn 6 X18.6 2 X64 00 O ti < �. O a ° CON DRIB' n DX19.3 X N Oa4 ! ,nn 22 ° X18. 23 Na.4' z 1.0• 3.9 24 m ! FOUND t* IRON 16.22 20. e ! PIPE NO CAP 5' WOOD FEN _E OiT CO 27.57 J�26 81 Z0.1' 4 ED 26.72 ` 17 p 24.26 I S89'29'00"W 100.00' )(25.29 {26.6 -P CONCRETE 26.65 n ` S89'46'33"E 99.01' LOT 20 I NOTES: —THIS IS A TOPOGRAPHIC SURVEY ONLY. —BOUNDARY AS PER DURDEN LAND SURVEYORS DRAWING NUMBER: R-242, DATED: MAY 15, 2001. —BENCH MARK USED IS A FOUND DNR BRASS DISK MONUMENT #72-81—A-17 AT THE SOUTHWEST CORNER - OF THE INTERSECTION OF SEMINOLE ROAD WITH SATURSIA DRIVE, ELEVATION=13.58 (NGVD1929). THIS SURVEY WAS MADE FOR THE BENEFIT OF RUSTY PRITCHETT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE DO N W. BOATWRIGHT, P. . ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER.' FLORIDA UC, SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: 5m_A�lr— DATE: DRAWN BY: CSK BOATWRIGHT LAND SURVEYORS, INC. JANUARY 5, 2004 FILE: 2003-1555 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET _1. OF _1 4 UNIVERSAL ENGINEERING SCIENCES GEOTECHNICAL EXPLORATION PROPOSED PRITCHETT RESIDENCE Beach Avenue and 19'hStreet Atlantic Beach, Florida January 30,2004 PROJECT NO.91880-001-01 REPORT NO. 21922 Prepared For., Mr. Rusty Pritchett 1535 Selva Marina Drive Atlantic Beach, Florida 32233 Prepared By: UNIVERSAL ENGINEERING SCIENCES 5561 Florida Mining Boulevard South Jacksonville, Florida 32256-3648 (904)296-0757 CONSULTANTS: Geotechnical Engineering ■ Environmental Engineering ■ Construction Materials Testing Threshold Inspection • Private Provider Inspection OFFICES: Daytona Beach • DeBary ■ Fort Myers • Gainesville • Hollywood ■ Jacksonville • Ocala Orlando • Palm Coast ■ Rockledge Sarasota ■ St.Augustine • Tampa ■ West Palm Beach UNIVERSAL .Daytona Baas, •DeBary Fort ENGINEERING SCIENCES •Gain"��5 •Gainesville Consultants In:Geotechnical Engineering-Environmental Engineering• -Hollywood •Jacksonville Construction Materials Testing-Threshold Inspection-Private Provider Inspection .Ocala -Orlando -Palm Coast •Rockledge •Sarasota January 30, 2004 •St.Augustine •Tampa •West Palm Beach Mr. Rusty Pritchett 1535 Selva Marina Drive Atlantic Beach, Florida 32233 Reference: GEOTECHNICAL EXPLORATION Proposed Pritchett Residence Beach Avenue and 19th Street Atlantic Beach, Florida UES Project No. 91880-001-01 and Report No. 21922 Dear Mr. Pritchett: Universal Engineering Sciences, Inc. has completed the subsurface investigation of the subject site located at the intersection of 19th Street and Beach Avenue in Atlantic Beach, Florida. These services were provided in general accordance with our Proposal No. 2004J-029 dated January 8, 2003. Authorization for our services was provided by Mr. Rusty Pritchett dated January 12,2004. This report contains the results of our exploration, an engineering interpretation of the results with respect to the project characteristics described to us,and recommendations for groundwater control,foundation design and site preparation. A summary of our findings is as follows: • Beneath a thin layer of top soil, the borings generally encountered very loose to loose gray to light grayish-brown sand (SP)to depths of 9.0 feet, followed by loose dark brown sand with silt (SP-SM) to depths of 12 feet. The borings then encountered medium dense to dense light brown sands (SP) to the termination boring depth of 20 feet. • We measured stabilized groundwater levels at depths of 12.7 to 13.1 feet below the i existing grade. Groundwater was not encountered within the ten-foot depths of borings Al through A3. Based on our review of the field data and the regional hydrogeology, we estimate the normal seasonal high groundwater level will be encountered at depths of greater than 6 feet at the subject property. • We have recommended the proposed structure be supported on conventional, shallow spread foundations or monolithic slab foundations with an allowable soil bearing pressure of 2,500 pounds per square foot, assuming the site preparation recommendations presented in Section 4.4 of this report are followed. 5561 Florida Mining Boulevard South • Jacksonville, Florida 32257 (904) 296-0757 - FAX (904) 296-0748 UES Project No.91880-001-01 UES Report No.21922 January 26,2004 • We recommend only normal, good practice site preparation techniques to prepare the existing subgrade to support the proposed structure. These techniques consist of clearing/stripping the surface vegetation and topsoil,compaction of the very loose to loose sands to depths of 4 feet below the exposed surface and the placement and compaction of the structural fill required for site development. We trust this report meets your needs and addresses the geotechnical issues associated with the proposed construction. We appreciate the opportunity to have worked with you on this project and look forward to a continued association. Please do not hesitate to contact us if you should have any questions, or if we may further assist you as your plans proceed. Respectfully submitted, p y UNIVERSAENGINEERING SCIENCES, INC. —)/6 1 OttyMuthuswamy, E.I. Stephen R. Weaver, P.E. Project Engineer Geotechnic.a! Services Jlanag'r Florida P.E. Number 3'389 PPM/SRW/am TABLE OF CONTENTS 1,0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 1 1.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2.0 SCOPE OF SERVICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2.1 Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2.2 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2.3 Field Exploration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2.4 Laboratory Investigation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3.0 FINDINGS . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3.1 Soil Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3.2 Surface Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3.3 Subsurface Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4.0 RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . I . . . . . . . 4 4.2 Groundwater Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4.3 Building Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4.3.1 Bearing Pressure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.3.2 Foundation Size . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.3.3 Bearing Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.3.4 Bearing Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.3.5 Settlement Estimates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.3.6 Floor Slab . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 4.4 Site Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 4.5 Construction Related Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 5.0 LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 LIST OF APPENDICES APPENDIX A BORING LOCATION PLAN BORING LOGS SOIL CLASSIFICATION CHART FIELD EXPLORATION PROCEDURES LABORATORY TESTING PROCEDURES APPENDIX B IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT CONSTRAINTS AND RESTRICTIONS UES Project No.91880-001-01 UES Report No.21922 I January 26,2004 f 1.0 INTRODUCTION 1.1 GENERAL In this report, we present the results of the subsurface exploration for the site of the proposed Pritchett Residence located at the southwestern quadrant of the intersection of Beach Avenue and 19"'street in Jacksonville, Duval County, Florida. We have divided this report into the following sections: • SCOPE OF SERVICES - Defines what we did • FINDINGS - Describes what we encountered • RECOMMENDATIONS - Describes what we encourage you to do • LIMITATIONS - Describes the restrictions inherent in this report • APPENDICES - Presents support materials referenced in this report 2.0 SCOPE OF SERVICES 2.1 PROJECT DESCRIPTION Project information was provided to us by Mr. Rusty Pritchett. We understand the project will consist of a three-story residential structure. We have been furnished a Site Pian showing the proposed construction and adjacent roadways. We understand that the proposed residence will be located in Atlantic Beach, Florida. Detailed structural information has not been furnished, however,we assume that wall and individual column loads will not exceed 5 klf and 100 kips, respectively. We have also assumed that soil supported floor loads will not exceed 125 psf. The finished floor elevation for the residence has not been firmly established, however,we assume that less than two feet of fill will be required to bring the site to the desired grade. We understand a particularly below grade structure will be constructed into the existing sand dunes. Our recommendations are based upon the above considerations. If any of this information is incorrect,or if you anticipate any changes,please inform Universal Engineering Sciences so that we may review our recommendations. 2.2 PURPOSE Theoses ur of this investigation were: p p g • to investigate the general subsurface conditions at the site; • to interpret and review the subsurface conditions with respect to the proposed construction; and Page 1 of 9 ED UES Project No.91880-001-01 UES Report No.21922 January 26,2004 to provide geotechnical engineering recommendations for groundwater control, foundation design, and site preparation. This report presents an evaluation of site conditions on the basis of traditional geotechnical procedures for site characterization. The recovered samples were not examined, either visually or analytically, for chemical composition or environmental hazards. Universal Engineering Sciences would be pleased to perform these services if you desire. Our investigation was confined to the zone of soil likely to be stressed by the proposed construction. Our work did not address the potential for surface expression of deep geological conditions. This evaluation requires a more extensive range of field services than performed in this study. We will be pleased to conduct an investigation to evaluate the probable effect of the regional geology upon the proposed construction if you desire. 2.3 FIELD EXPLORATION To explore the subsurface conditions within the proposed structure area, we located and performed two (2) Standard Penetration Test (SPT) borings, drilled to depths of 20 feet, and three (3)auger borings drilled to depths of 6 feet below the existing ground surface in general accordance with the methodology outlined in ASTM D 1586 and ASTM D 1452, respectively. A summary of the field procedures is included in Appendix A. Soil samples recovered during performance of the borings were visually classified in the field and representative portions of the samples were transported to our laboratory for further evaluation. 2.4 LABORATORY INVESTIGATION ' Representative soil samples obtained during our field exploration were returned to our office and reviewed by a geotechnical engineer. The samples were visually classified in general accordance with ASTM D 2488 (Unified Soil Classification System). One (1) natural moisture content test and one (1) percent fines test were conducted in the laboratory on representative soil samples obtained from the borings. These tests were performed to aid in classifying the soils and to help quantify and correlate engineering properties. The results of these tests are presented on the Boring Logs in Appendix A. A brief description of the laboratory procedures used is also provided in Appendix A. 3.0 FINDINGS 3.1 SOIL SURVEY Based on the October 199$Soil Survey for Duval County, Florida, as prepared by the US Department of Agriculture Soil Conservation Service,the predominant predevelopment soil type at the site is identified as Kureb fine sand. Page 2of9 93 • UES Project No.91880-001-01 UES Report No.21922 January 26,2004 A summary of characteristics of this soil series was obtained from the Soil Survey and is included in Table 1. Kureb 0-80" Fine sand Excessively 0-80" 6.0-20 >6 (29,31) Drained 3.2 SURFACE CONDITIONS The site of the proposed residence is located at the southwestern quadrant of the intersection of Beach Avenue and 19"' street in Atlantic Beach, Duval County, Florida. At the time of our visit, the site was cleared with a few palm trees. The site is relatively flat. rThere are several nearby residential structures surrounding the site. The surface soils consisted of very loose light brown sand (SP). Surface water was not observed on the site ' at the time of our visit. 3.3 SUBSURFACE CONDITIONS The boring locations and detailed subsurface conditions are included in Appendix A on the Boring Location Plan and Boring Logs. The classifications and descriptions shown on the logs are generally based upon visual characterizations of the recovered soil samples. When reviewing these records, it should be understood that the soil conditions will vary between the boring locations. The following table summarizes the soil conditions encountered. T% jCl t 04'�� a US s From To Very loose to loose brown sand SP 9.0 12 Loose brown to graying-brown sand with silt SP-SM 12 20 Medium dense to dense brown to light brown sand SP 02 rPage 3 of 9 ■ UES Project No.91880-001.01 UES Report No.21922 January 26,2004 The stabilized groundwater level was encountered at a depth of 12.7 to 13.1 feet below the existing ground surface. Groundwater was not encountered within the ten-foot depths of borings Al through A3. 4.0 RECOMMENDATIONS 4.1 GENERAL In this section of the report, we present our detailed recommendations for groundwater control, building foundation, site preparation, and construction related services. The following recommendations are made based upon a review of the attached soil test data, our understanding of the proposed construction, and experience with similar projects and subsurface conditions. if the structural loadings or the building location changes significantly from those discussed previously, we request the opportunity to review and possibly amend our recommendations with respect to those changes. The discovery of anysubsurface conditions during construction which deviate from those encountered in the borings should be reported to us immediately for observation, evaluation and recommendations. 4.2 GROUNDWATER CONTROL The groundwater table will fluctuate seasonally depending upon local rainfall. The rainy season in Northeast Florida is normally between June and September. Based upon our review of U.S.G.S. data, Duval County Soils Survey, and regional hydrogeology, it is our opinion the seasonal high water level will occur at a depth of greater than 6 feet below the existing grade. Note, it is possible the estimated seasonal high groundwater levels will temporarily exceed ' these estimated levels during any given year in the future. Should impediments to surface water drainage exist on the site, or should rainfall intensity and duration, or total rainfall quantities exceed the normally anticipated rainfall quantities, groundwater levels may exceed our seasonal high estimates. We recommend positive drainage be established and maintained on the site during construction. We further recommend permanent measures be constructed to maintain positive drainage from the site throughout the life of ' the project. We recommend all foundation grade designs be based on the seasonal high groundwater conditions. 4.3 BUILDING FOUNDATIONS Based on the results of our exploration, we consider the subsurface conditions at the site favorable for support of the proposed structure when constructed on a properly designed conventional shallow foundation system or monolithic slab foundations. Provided the site preparation and earthwork construction recommendations outlined in Section 4.4 of this Page 4 of 9 ' UES Project No.91880-001-01 UES Report No.21922 January 26,2004 report are performed, the following parameters may be used for foundation design. 4.3.1 Bearing Pressure The maximum allowable net soil bearing pressure for use in shallow foundation design should not exceed 2,500 psf. Net bearing pressure is defined as the soil bearing pressure at the foundation bearing level in excess of the natural overburden pressure at that level. The foundations should be designed based on the maximum load which could be imposed by all loading conditions. 4.3.2 Foundation Size The minimum widths recommended for any isolated column footings and continuous wall footings are 24 inches and 16 inches, respectively. For monolithic slabs, the minimum widths recommended for thickened slabs beneath columns and load bearing walls are 18 inches and 12 inches, respectively. Even though the maximum allowable soil bearing pressure may not be achieved, these width recommendations should control the size of the foundations. ' 4.3.3 Bearing Depth The exterior foundations should bear at a depth of at least 12 inches below the exterior final grades and the interior foundations should bear at a depth of at least 12 inches below the finish floor elevation to provide confinement to the bearing level soils. It is recommended that stormwater be diverted away from the building exterior to reduce the possibility of erosion beneath the exterior footings. 4.3.4 Bearing Material The foundations may bear in either the compacted suitable natural soils or compacted structural fill. The bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) to a depth of at least one foot below the foundation bearing levels. 4.3.5 Settlement Estimates Post-construction settlements of the structure will be influenced by several interrelated factors, such as (1) subsurface stratification and strength/compressibility characteristics; (2)footing size, bearing level, applied loads, and resulting bearing pressures beneath the foundations; and (3) site preparation and earthwork construction techniques used by the contractor. Our settlement estimates for the structure are based on the use of site preparation/earthwork construction techniques as recommended in Section 4.4 of this report. Any deviation from these recommendations could result in an increase in the estimated post-construction settlements of the structure. Page 5 of 9 93 e UES Project No.91880-001-01 UES Report No. 21922 January 26,2004 Due to the sandy nature of the near-surface soils, we expect the majority of settlement to occur in an elastic manner and fairly rapidly during construction. Using the recommended maximum bearing pressure, the supplied maximum structural loads and the field data which we have correlated to geotechnical strength and compressibility characteristics of the subsurface soils, we estimate that total settlements of the structure could be on the order of one inch or less. Differential settlements result from differences in applied bearing pressures and variations in the compressibility characteristics of the subsurface soils. Because of the general uniformity of the subsurface conditions and the recommended site preparation and earthwork construction techniques outlined in Section 4.4, we anticipate that differential settlements of the structure should be within tolerable magnitudes ('/2 inch or less). ' 4.3.6 Floor Slab The floor slab can be constructed as a slab-on-grade member provided the bearing level soil is compacted as outlined in Section 4.4. It is recommended the floor slab bearing soils be covered with an impervious membrane to reduce moisture entry and floor dampness. A 6-mil thick plastic membrane is commonly used for this purpose. Care should be rexercised not to tear large sections of the membrane during placement of reinforcing steel and concrete. 4.4 SITE PREPARATION In general we recommend normal, good-practice site preparation procedures. These procedures include: stripping the site of existing pavement and vegetation,overexcavation of underlying unsuitable soils, backfilling to grade with engineered fill and compacting the subgrade. A more detailed synopsis of this work is as follows: 1. Prior to construction, the location of any existing underground utility lines within the construction area should be established. Provisions should be made to relocate interfering utilities to appropriate locations. It should be noted that if underground pipes are not properly removed or plugged, they may serve as conduits for subsurface erosion which may subsequently lead to excessive settlement of overlying structures. 2. The proposed construction limits should be stripped of all grass, roots, topsoil and other deleterious materials within and 5 feet beyond the perimeter of the proposed structure areas and within and 3 feet beyond the perimeter of the proposed driveway areas. It should be anticipated that surficial topsoils will typically be encountered in thicknesses of 6 inches or less. r Page 6 of 9 03 ■ UES Project No.91880-001-01 UES Report No.21922 January 30,2004 3. The groundwater level was encountered between depths of 12.7 to 13.1 feet below the existing ground surface at the time of our exploration. Groundwater was not encountered at borings Al through A3. We estimate the normal seasonal high groundwater level will occur at depths greater than 6 feet during the wet season. The groundwater level should be maintained at least one foot below the bottom of any excavations during construction and two feet below the surface of any vibratory compaction operations. If required,temporary groundwater control can probably be achieved by pumping from sumps located in perimeter ditches. Each sump should be located outside the bearing area to avoid loosening of the fine sandy bearing soils. 4. After stripping, the exposed surface in the construction area should be compacted with a vibratory drum roller having a minimum static, at-drum weight on the order of 2 to 3 tons and a drum diameter on the order of 2 to 3 feet making a minimum of eight overlapping passes in 2 perpendicular directions.Typically,the material should exhibit moisture contents within ± 2 percent of the Modified Proctor optimum moisture content (ASTM D1557) during the compaction operations. Due to the relatively dry surface soils, the addition of water to the site may be necessary to bring the moisture content to the recommended range.Compaction should continue until densities of at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) have been uniformly achieved within the upper 12 inches of the compacted natural soil surface. Should the soils experience pumping and soil strength loss during the compaction operations, compaction work should be immediately terminated and (1) the disturbed soils removed and backfilled with dry structural fill soils which are then compacted, or (2) the excess pore pressures within the disturbed soils allowed to dissipate before recompacting. Care should be exercised to avoid damaging any nearby structures while the compaction operation is underway. Prior to commencing compaction, occupants of adjacent structures should be notified and the existing conditions of the structures be documented with photographs and survey(if deemed necessary). Compaction should cease if deemed detrimental to adjacent structures and Universal Engineering Sciences should be contacted immediately. It is recommended the vibratory roller remain a minimum of 50 feet from any existing structures. Within this zone, use of a bulldozer or a vibratory roller operating in the static mode is recommended. 5. The subgrade should be tested for compaction at a frequency of not less than one test per 2,500 square feet of building area (minimum of three locations). Page 7 of 9 12 ■ UES Project No.91880-001-01 UES Report No.21922 January 26,2004 6. Fill material should be placed as required. The fill should consist of "clean," fine sand with less than 5 percent soil fines. You may use fill materials with soil fines between 5 and 10 percent, but strict moisture control may be required. Place fill in uniform 10-to 12-inch loose lifts and compact each lift to a minimum density of 95 percent of the Modified Proctor maximum dry density. 7. After satisfactory placement and compaction of the required structural fill, the foundation areas may be excavated to the planned bearing levels. The foundation bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density(ASTM D 1557)to a depth of one foot below the bearing level. For confined areas, such as footing excavations, any additional compaction operations can probably best be performed by the use of a lightweight vibratory sled or roller having a total weight on the order of 500 to 2000 pounds. 8. Perform compliance tests within the fill at a frequency of not less than one test per 2,500 square feet per lift in the building areas, or at a minimum of three test locations, whichever is greater. 9. Test all footing cuts for compaction to a depth of 1 foot below the bottom of the proposed footings. We recommend you test one out of every four column footings (minimum of two) and perform one test for every 100 lineal feet of wall footings. 4.5 CONSTRUCTION RELATED SERVICES We recommend the owner retain Universal Engineering Sciences to perform construction materials tests and observations on this project. Field tests and observations include verification of foundation subgrade by performing quality assurance tests on the placement of compacted structural fill. We can also provide concrete testing, structural steel testing, and general construction observation services. The geotechnical engineering design does not end with the advertisement of the construction documents. The design is an on-going process throughout construction. Because of our familiarity with the site conditions and the intent of the engineering design, we are most qualified to address problems that might arise during construction in a timely and cost-effective manner. 5.0 LIMITATIONS During the early stages of most construction projects, geotechnical issues not addressed in this report may arise. Because of the natural limitations inherent in working with the subsurface,it is not possible for a geotechnical engineer to predict and address all possible problems. An Association of Engineering Firms Practicing in the Geosciences (ASFE) publication,"Important Information About Your Geotechnical Engineering Report"appears Page 8of9 ED UES Project No.91880-001-01 UES Report No.21922 January 26,2004 in Appendix B, and will help explain the nature of geotechnical issues. Further we present documents in Appendix B: Constraints and Restrictions,to bring to our attention the potential concerns and the basic limitations of a typical geotechnical report. Page 9 of 9 i I I APPENDIX A f BORING LOCATION PLAN BORING LOGS SOIL CLASSIFICATION CHART FIELD EXPLORATION PROCEDURES LABORATORY TESTING PROCEDURES I 1 I f I A-3 B-2 PROPOSED CONCRETE RESIDENCE DRIVE L i A-2 Z W ' Q B-1 POOL U AREA A-1 `LIQ - - - - m — - - - - PRIVACY WALL TEST BORING LOCATION AUGER BORING LOCATION GEOTECHNICAL EXPLORATION PROPOSED PRITCHETT RESIDENCE BEACH AVENUE, ATLANTIC BEACH, FLORIDA N BORING LOCATION PLAN oRAwN sv: LML DATE: 1/22/04 ONECKEO BY: PPM GATE: UNIVERSAL 1/22/04 ENGINEERING SCIENCES SCALE: 1"=20' ORDER Na 91880-001-01 REPORT NO: 21922 PAGE NO A-1 UNIVERSAL ENGINEERING SCIENCES ` CTNO. 9188000401 I BORING LOG REPORT NO.: 219V PAGE A-2 I PROJECT PROPOSED PRRCI M PES DENCE BORING DESIGNATION B-1 SHEET 1 Of 1 BEACH AVENUE AND 19TH STREET SECTION: TOWNSHIP RANGE: ATLANTIC BEACH,FLORIDA CLIENT: MR,RUSTY PRITCHETT G.S.ELEVATION(ft): DATE STARTED: 1/1204 LOCATION SEE BORING LOCATION PLAN WATER TABLE(ft)' 127 DATE FINISHED: 1i12A4 REMARICS: DATE OF READING: 1/1204 DRILLED BY: UES EST.W.S.W.T.(ft): TYPE OF SAMPLING ASTM D 1586 I S S A 1104S N Y ATTERBERG DEPTH MM DESCPoPTION -200 MC LIMITS K ' (FT) L INCREMENT FT.) O � N N LLPI� DA// (CONT. I p Very loose light gray SAND with trace Roots(SP) 1=12"-1 1 Loose igf#txvwn SAND(SP) 2-3-3 6 Loose kjt grayish xam to brown SAND(SP) ' 2.4-4 8 3-3-3 6 i 2-3-3 6 33-3 6 Loose dark brown SAND w#1 Sit(SP-SM) 3-43 7 Madam dense tight grayisF}broowl SAND(SP) 15 U y Z W z i Meckxn dense fight b-ovm SAND(SP) a N N id3: N 20 b: W UNIVERSAL ENGINEERING SCIENCES PROJECT NO.: 918MM-07 BORING LOG REPORT NO.: 219M PAGE. A-3 PROJECT: PROPOSED PRITCH TI RESIDENCE BORING DESIGNATION: B-2 SHEET: 1 Of 1 BEACH A AND 19TH STREET SECTION: TOWNSHIP RANGE: ATLANTIC BEACH,FLORIDA CUE.NT: W RUSTY PRITCHETT G.S.ELEVATION(ft): DATE STARTED: 1/1204 LOCAT10N: SEE ANG LOCATION PLAN WATER TABLE(ft). 13.1 DATE FINISHED 1/1204 FZMAWS, DATE OF READING: 1/12.014 DRILLED BY: UES EST.W.S.W.T.(ft): TYPE OF SAMPLM: ASTM D 1586 S S A SLOWS N Y ATTERI3EDEPTH RG M PERE' (BLOB W.T. M DESCRIPIICN 2� MC LIMITS K ORG. (�) L INC IT FT.) BO N (�) DA,� CONT L E L LL PI 6 Loose gray SAND(SP) _._-- i 1-2-2 4 Loose hgM graytsh-brown SAND(SP)� 2-4.4 8 3-3-4 7 _ 777 Loose fight grayish-brown to ig)1t broom SAND(SP) _ -- 2-2-2 4 1-2-2 4 2-3-3 6 Loose gray SAND with Sit(SP-SM) 10 -- _ 1-34 7 7.6 15.2 T. Medan dense V t gray SAND(SP) v 99o 15 -.—.—.---- (7 f!J W a Deme fight brown SAND(SP) N N 2 UNIVERSAL ENGINEERING SCIENCES PROJECTNO918801°°'-0' " REPORT NO.: 21.122 BORING LOG " PAGE A4 �v 4' - vg. M3TCi9 T f RESIDENCE BORING DESIGNATION: A-1 SHEET: 1 of 1 h Ar I HSTF2�T � : TOWNSHP: RANGE: ffGtiET7 G.S.ELEVATION(ft): DATE STARTED 1/1204 UOE.AT1llNPLAN WATER TABLE(ft): NE DATE FINISHED: 1/1204 DATE OF REARM: 1/1204 DRILLEDBY: LIES H, s ' EST.W.S.W.T.(ft): TYPE OF SWv1 ILM: ASTM D 1452 a N ATTERBERG 04M W T M DESCRPTION -200 MC LIMITS K ORG. x 4 FT'.) O (N N � DAY)D./ CONT. r L LL PI (�) Light gray SAND(SP) -- * % Gmydvtxum SAND(SP) —_— — MR- 3 x Try ��u�71y''�i ty`'r"Y'3"Sp T T�,FF 'xT SYS t jK Lk.,I t Gray SAND(SP) r Ljgtt grafi SAND(SP) n r ; x F T a Y p in r r r ON � � (* t ^� s UNIVERSAL ENGINEERING SCIENCES PROJECTNO.: 918lD-001O1 BORING LOG REPORTNO.: 21M PAGE A-5 PROJECT: PROPOSED PRTTC�-IETT RESIDENCE BORING DESIGNATION: A-2 SHEET: 1 of 1 #AVEAAJEAND19THSTREET SECTION: TOVVNSHP: RANGE ATLANTIC BEACH,FLORIDA aINT MR.RUSTY PRTTCHETT G.S.ELEVATION(ft): DATE STARTED: 1/1204 LOCATION SEE BORING LOCATION PLAN WATER TABLE(ft): NE DATE FINISHED: 1/1204 REMVMW DATE OF READING: 1/1204 DRU-ED BY: UES EST.W.S.W.T.(ft): TYPE OF SAMPLING: ASTM D 1452 S S A BU7�u5 N Y ATTERBERG DEFT}# M PER6. ` W.T M DESCRIPTION -200MC LIMITS K . {FT) P INCREMENT FT.) B {%) (°/u) (FT./ CONT Light gray SAND(SP) V — 1 Craydvbrom SAND(SP) - g Light brown SAND(SP) Light grayishtxw4l SAND(SP) ' 10 I I $ c°9 U N U' W 2 a' E a N Qi N Q m 1 UNIVERSAL ENGINEERING SCIENCES PROJECTNO. 9188&001-01 BORING LOG REPORT NO. 21M PAGE A-6 PROJECT: PROPOSED PwTCHETT RESIDENCE BORING DESIGT 1ATIC N: A-3 SHEET: 1 Of 1 BEACH AVENUE AND 19TH STREET SECTION: TOWSHIP: RANGE'. ATLANM BEACH,FLORIOA CLIENT: MR.RUSTY PRTTCHETT G.S.ELEVATION(ft): DATE STARTED: 1/1204 LOCATION SEE BORING LOCATION PLAN WATER TABLE(ft): NE DATE FINISHED: 1/1204 REMARI45: DATE OF READING: 1/1204 DRILLED BY: UES EST.W.S.W.T.(ft): TYPE OF SAWP NNG: ASTM D 1452 S S AldS N Y ATTFFffiERG K ORG, DEPTH M (BIOWca W T. M DESCRIPnON MC Ltt�ITS (FTJ CONT. (FT) P INC REMENT FT.) (%) (°lo) LL PI M 0 Light gray SAND(SP) I r ` Grayish�SAND(SP) I Brom SAND w1h trace Wood(SP) 1 5 _ Light grayistibrann�SAND(SP) } 10 N r U N l7 Z D a. 0 a m n J (7 ,Z' ir O m UNIVERSAL KEY TO BORING LOGS ENGINEERING SCIENCES SYMBOLS AND ABBREVIATIONS UNIFIED SOIL CLASSIFICATION SYSTEM SYMBOL DESCRIPTION MAJOR DIVISIONS GROUP TYPICAL NAMES SYMBOL Gw Well-graded gravels and gravel_ N-Valve No.of Blows of a 14f}tb.WeightFalling 30 �VELS CLEµ sand m;xt"s.Mile of no fine, Inches Required to Drive Standard Spoon 1 Foot 2 50%or GRAVELS GP pommy graded gravels and gravel- more of sand mixtures.k k or no fares WOR Weight of Drill RodsCac`x d fraction GM SdoY 9r+vels srd gravN sand sis O z retained on GRAVELS mixtures WOH Weight of Drill Rods and Hammer w F No.<stew WITH FINES GC Clayey gravels and gravel-sand- m z o day mixtures Sample From ® p Auger Cuttings g CLEANNDS Wg� ds and g �v sw sands. fes Standard Penetration Test Sample i7 o SANDS sx or P _ a�K end wavet More than passing No. SP" safa6e or no Ones y 50%0( 200 sieve Thin-wall Shelby Tube Sample 0 2 coarse (Undisturbed Sampler Used) + t�« sM-• Silty sands.sand-silt nmiures VAho passes store %REC Percent Core Recovery from Rock Core Drilling No.<sieve paw*V No. Sc- Clayey sands,sand-day m6dures 200 sieve RQD Rock Quality Designation sirock ftur.�yvery Am s or clayeysands. ML t. Stabilized Groundwater Level sands SILTS AND CLAYS Liquid limit Inorganic days a tow to V Seasonal High Groundwater Level sox or less CL clays, Wlean averly NE Not Encountered g rn ZOL organic silts and organic silty BT Boring Terminated a days of low plasticity -200 Fines Content or%Passing No.200 Sieve 0 m MH Inorganic sats,micaceous MH d+amicsoerws tote ssrds« uwz sats,elastic sirs MC Moisture Content E SILTS AND CLAYS c Liquid Gnwt CH Inorganic days or days O high LL Liquid Limit o greater than SOx Organic days of medium to n OH high ph city PI Plasticity Index P7 Peat,muds and ofiter higNy K Coefficient of Pertneabitity orgy sons NBased on the material Passing the finch(75 mm}sieve Ong-Cont Organic Content the dual symbol(such yes.SP-SM end SP-SC)for soa with—a—5%&A less man 12%pessirg rho W.200 sieve RELATIVE DENSITY MODIFIERS (mss and ) These Modifiers Provide Our Estimate of the Amount of Minor Very goose-Less tom 4 Slows I Foot Conte(Silt for Cray Sias Padk%s)in the SoN Sample Loose-4 to 10 Blows I Foot Traoe-5%or Low Medium Dense-11 to 30 Blows I Foot Wdh Sot or With flay-6%to I I% Dense-31 to 60 Sbws I Foot SNty orestyey-12%1030% Very Dense-More tan h 60 Blows I Foot VerySNty orVely C{ayey-31%b 50% CONSISTENCY These ModtBers Provide par Esdaude of the Amommt of (Sift and Crays) Organic Components In the Soo Sample Very Soft-Less aan 2 Blows I Foot Trace-Lou I=3% Solt-2 to 4 Blows I Foot Few-3%b 4% Firm-6 So 6 Bbn I Foot Some-S%b 8% SSKf-9 to 16 Blows I Foot Many-Gmater than 8% Very SUfY-161030 Slows I Foot Hard-Moro hart 30 Blows I Foot These Modifiers Pttovlde Our Estimate of aw Amount of Other R8A71VE Components(SttTat(.Gras%00 In the Soo Sande (lJmesbne) or Lass; Few-6%b 12% SIM-100 Blows for more than 2a Some-13%b 30% Hard-100 Blows for less amara 2" Many-31%to 60% 1 IField Exploration Procedures Standard Penetration Test Borings The penetration borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils". The borings were advanced by rotary drilling techniques using a circulating bentonite fluid for borehole flushing and stability. At 2 1/2 to 5 foot intervals, the drilling tools were removed from the borehole and a split-barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound I hammer falling on the average 30 inches per hammer blow. The number of blows for the final 12 inches of penetration is termed the "penetration resistance, blow count, or N-value". This value is an index to several in-place geotechnical properties of the material tested, such as relative density and Young's Modulus. IAfter driving the sampler 18 inches (or less if in hard rock-like material), the sampler was iretrieved from the borehole and representative samples of the material within the split-barrel were placed in glass jars and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratorywhere they were examined by our engineer in order to verify the driller's field classification. Auger Borings The auger borings were performed mechanically by the use of a continuous-flight auger attached to the drill rig and in general accordance with the latest revision of ASTM D 1452, "Soil Investigation and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface by the augering process were placed in glass jars, sealed and Itransported to our laboratory where they were examined by our engineer to verify the driller's field classification. 1 Laboratory Testing Procedures Natural Moisture Content The water content of the sample tested was determined in general accordance with the latest revision of ASTM D 2216. The water content is defined as the ratio of"pore" or "free" water in a given mass of material to the mass of solid material particles. Percent Fines Content The percent fines or material passing the No. 200 mesh sieve of the sample tested was determined in general accordance with the latest revision of ASTM D 1140. The percent fines are the soil particles in the silt and clay size range. I w Ht;P,N T z 7 26 s3 �C26.73 X f (A C-) 7.6 X18.6 � 26, 64 D S CON E.pRl1 v N 4' 4 D X19.3 X i m 22 tj 4- z X18. 23 a' m 1.0' 3.9 '24 26.81 i FOUND 1" IRON 16.22 OD FEN 20. — — 26.72 i PIPE NO CAP 5' WO CRE 27.57 D 7. D.1' 4 05 E OF CO Z 24.26 26.80 I.!57 f X26.29 ' S89'29'00"W 100.00 CONCRETE 4 126.65 C7 I Jv S89'46'33"E 99.01' LOT 20 -I NOTES: -THIS IS A TOPOGRAPHIC SURVEY ONLY. -BOUNDARY AS PER DURDEN LAND SURVEYORS DRAWING NUMBER: R-242, DATED: MAY 15, 2001. -BENCH MARK USED IS A FOUND DNR BRASS DISK MONUMENT #72-81-A-17 AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SEMINOLE ROAD WITH SATURBIA DRIVE, ELEVATION=13.58 (NGVD1929). THIS SURVEY WAS MADE FOR THE BENEFIT OF RUSTY PRITCHETT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE DO N W. BOATWRIGHT, P.n. . ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & „RAPPING BUSINESS No. LB 3672 -CHECKED BY: 5DATE: DRAWN BY: _CSK BOATWRIGHT LAND SURVEYORS, INC. JANUARY 5, 2004 FILE: 2003-1555 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET__1. OF —1— MAP SHOWING SURVEY OF A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET WITH THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY); THENCE SOUTH 03'19'00" EAST, ALONG SAID WESTERLY LINE OF BEACH AVENUE A DISTANCE OF 100.12 FEET; THENCE SOUTH 89'29'00" WEST, PARALLEL WITH SAID SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET, A DISTANCE OF 100.00 FEET; THENCE NORTH 03'19'00" WEST, PARALLEL WITH SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 100.12 FEET; THENCE NORTH 89'29'00" EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF 19TH STREET, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. SANITARY MANHOLE #2 NORTH INVERT-7.87 WEST INVERT-7,39 �1I1 8' PVCHIGHER 10' PVC SOUTHEAST INVERT=11.57 FALLS TO LOWER 10' PVC INVERT_15.79 10" PVC= - = 15.78 19TH STREET 15.7 _ CENTERINE 80- I( AVED7),84 22 55 -7-X24.28 OF-BEGINNING \\ 40' RI HT OF W�Y i N 0 N WO D POWER P 10" PV\\rn s WI BENCH MARK #2 EDGE OF PAVEMEN 19. 6 21.7 VATION_25. 1 26 22. . 2, 15.59 CLEA 5.91 17.02 18.4 .81 4420' 2 98 2 .5 23. 4 rn 15.91 16.22 6.93 1 .5 1 »° 1 4 �2 3, _n �-i`.' 15.9 16.25 CONC TE W 7. ° 0 2.8 24.6 0 24.81 FOUND 5\8' REBAR 4.16 . 16 53 0.4' 1 5 24. 4 Ln rri L85050 2' X17.8 24.3 24.89 r 0.3' 1.0' WIDE, 5.0' HIGH R A 25 7 FENCE WITH CONCRETE WA 2 .81 2 0 INSIDE I -l ; O f0 D Q 26;6 5.48t25,48 -< N X17.1 X2 .9 X O 16.4 p y N LOT 21 z o f o= � T p VA ANT v I ,, L4 oi O w �� C Q0 I- WATER O vN p X17.3 _1 METER W 26.29 a) V 16.2 - - 25 26.2 T14 m O m ^ �� 6.42 26.3 U6.57 '�5 Ao �� 26.50° SANITARY o, 9452 6.57 MANHOLE #1 N N I NORTH.INVERT-2Q_24 0 ° MAP SH OWING SURVEY OF A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FI AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGH ; THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY); TH',` 'n SAID WESTERLY LINE OF BEACH AVENUE A DISTANCE OF 100.12 FEET; THENCE SOUTH 89'29'00" WES ' RIGHT OF WAY LINE OF 19TH STREET, A DISTANCE OF 100.00 FEET; THENCE NORTH 03'19'00" WEST, OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 100.12 FEET; THENCE NORTH 89'29'00" EAST, ALON OF 19TH STREET, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. 411 S: SANITARY MANHOLE #2 NORTH INVERT-7.67 : , -, WEST 1NVERT.7.39 118" PVC 7 HIGHER 10" PVC SOUTHEAST INVERT=11.57 FALLS TO LOWER 10" PVC INVERT-8.11 15.79 �51 19TH STREET 10' PVC= = - 15.79 -_ CENTER INjF80 1 .84 k :a r a 40' RI HT OF W Y AVED) N N N W D POWER Pb 10" PV r\\� W1 BENCH MARK #2 EDGE OF PAVEMEN 19, 6 21.7 VATION=25. 1 16. 16. 26 22. . ° 15.59 CLEA 5.91 17.02 18.41�f t '8t2�0: 2 982 2. 5 23. 4 �-- 15.91 16.22 6.93 1 .5 1 »° 1 4 f2 3. ori 16.25 a 24.6 5.9 CONCI7ETE WA 7 O 2.8 0 0 (1 24.81 ( ' � FOUND 5\8" REBAR 4.1 16.5 0.4' 1 5 LB5050 X1 .8 24.3 24.89 - 5 0.3' 1.0' WIDE, 5.0' HIGH WOO �--� R A 2 81 25` 2 FENCE WITH CONCRETE W INSIDE D rn 5.48 D 0 26: 25.46 -C O x 17.1 N 0 X2 .9 O .0 n 4 � D II LOT 21 o C) o VA AN T -0= W � Boz `� ► Q D 2 Q 'r0 Q WATER Q (� 0 > O c) X 17.3 i METE 0 I ' N - - - -" 4 26.29 co 16. X25 26.2 rJ o0 O m -n �� 6.4 26.3 �► t�S F � �� rQ° 06.57 SANITARY �� 6.57 MANHOLE 1 N 8 O NORTH INVERT-20.24.--.. ACANT z .d X7 (X63 16. 2 0. f26.73 1 7.6/ X18.6 266° y P Cn L �i —, M I CON DRIVE°- I� _n .. �� a N T d Z D X19.3 X 1 rn -02 to A n h X18. Z J m � 0' _3.9 24 / / U FOUND 1" IRGN 2 — 26.81 i PIPE NO CAP 7 5' WOOD FEN ---gyp -�- CRS' 27.57 26.72 D 1 Z L ' Xs 57 24.26 S89•29>00»W 100.00'TX26 2CONCRETE 26.6526.80 n 4 S89'46'33"E 99.01' LOT 20 NOTES: -THIS IS A TOPOGRAPHIC SURVEY ONLY. -BOUNDARY AS PER DURDEN LAND SURVEYORS DRAWING NUMBER: R-242, DATED: MAY 15, 2001. -- -BENCH MARK USED IS A FOUND DNR BRASS ;DISK MONUMENT #72-81-A-17 AT THE SOUTHWEST'CORkM OF THE INTERSECTION OF SEMINOLE ROAD WIT1 SATWMIA DRIVE, ELEVATION=13.58 (NGVD1929). MAR 6 2.104 E I y THIS SURVEY WAS MADE FOR THE BENEFIT OF RUSTY PRITCHETT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE DO. N W. C30ATWRIGHT, P. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 S. SURVEYOR AND MAPPER. FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: 4p�__ � DATE: DRAWN BY: CSK BOATINRIGHT LANG SURVEYORS, INC. JANUARY 5, 2004 FILE: 2003-1555 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF__L_ e FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Pritchett Residence Builder: Williams Construction Co. Address: Lot 3 Beach Ave. Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North . New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap: 18.0 kl3tu/hr 3. Number of units,if multi-family 1 SEER: 12.00 4. Number of Bedrooms 4 b. Central Unit Cap:48.0 kBtullu• _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area(ftp) 2914 ft' c. N/A 7. Glass area&type Single Pane Double Pane _ a. Clear glass,default U-factor 0.0 W 517.0 ff2 13. 1teating systems b. Default tint 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap: 18.0 kBtu/lir - c, Labeled U or SI-1GC 0.0 ft2 0.0 ft2 HSPF:7.00 - 8. Floor types _ b. Electric Heat Pump Cap:48.0 kBtu/hr _ a. Raised Wood R=19.0,1085.0 ft' _ HSPF: 7.80 _ b. Slab-On-Grade Edge Insulation,0 R=0.0,53.0 ft2 _ c. N/A _ e. 1 Others 18.0 ft-1 9. Wall types - 14. Hot water systems a. Concrete,Int Insul,Exterior R=25,0, 1728.0 W a. IT Gas Cap:75.0 gallons _ b. Frame,Wood,Exterior R=19.0,604.0 ft' !_ EF:0.48 _ c. Frame,Wood,Adjacent R=11.0, 1610 ft= b. N/A d. N/A e, N/A c. Conservation credits - 10. Ceiling types - (HR-Heat recovery,Solar a. Under Attic R-30.0, 1228.0 ft-' _ DNP-Dedicated heat pump) I b. Single Assembly R=19.0,55.0 W T 15. IIVAC credits c. Under Attic R=19.0,862.0 it- (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup:Unc. Ret: [Inc. AH:Interior Sup.R=6.0, 125.0 ft' _ PT-Programmable Thermostat, b. 2 Others 150.0 ft M7_;C-Multizone cooling, MZ-1I-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 39861 PASS Total base points: 40395 I herebycern that the plans and specifications covered Review of the plans and certify p P by this calculation are in compliance with the Florida specifications covered by this oTHE sr4j� Energy Code. calculation indicates compliance i with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. �Qn OWNER/AGENT: BUILDING OFFICIAL: .. DATE: DATE: - EnergyGauge®(Version: FLRCPB v3.30) P FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Beach Ave., Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2914.0 20.04 10511.4 Double, Clear E 1.5 5.0 16.0 42.06 0.87 588.6 Double, Clear SE 1.5 7.0 16.0 42.75 0.92 628.4 Double,Clear W 1.5 5.0 32.0 38.52 0.88 1079.3 Double, Clear W 1.5 3.0 8.0 38.52 0.73 225.0 Double, Clear S 1.5 14.0 16.0 35.87 0.99 568.2 Double,Clear E 1.5 5.0 12.0 42.06 0.87 441.4 Double,Clear SE 1.5 5.0 24.0 42.75 0.83 856.4 Double, Clear S 1.5 6.0 30.0 35.87 0.86 921.2 Double, Clear S 11.5 8.5 128.0 35.87 0.48 2216.4 Double, Clear N 1.5 14.0 18.0 1920 0.99 343.4 Double, Clear N 1.5 16.0 30.0 19.20 0.99 572.8 Double, Clear N 1.5 19.0 24.0 19.20 1.00 458.7 Double, Clear N 1.5 13.0 20.0 19.20 0.99 381.4 Double,Clear W 1.5 17.0 15.0 38.52 1.00 575.5 Double,Clear W 1.5 12.0 6.0 38.52 0.99 229.3 Double,Clear S 1.5 6.0 10.0 35.87 0.86 307.1 Double,Clear E 11.5 8.0 40.0 42.06 0.44 741.1 Double,Clear N 1.5 8.0 32.0 1920 0.97 594.3 Double, Clear N 1.5 7.0 24.0 19.20 0.96 440.1 Double,Clear W 1.5 6.0 16.0 38.52 0.91 563.0 As-Built Total: 517.0 12731.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 162.0 0.70 113.4 Concrete, Int Insul, Exterior 25.0 1728.0 0.11 197.5 Exterior 2332.0 1.70 3964.4 Frame,Wood, Exterior 19.0 604.0 0.90 543.6 Frame,Wood,Adjacent 11.0 162.0 0.70 113.4 Base Total: 2494.0 4077.8 As-Built Total: 2494.0 854.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.1 2.40 48.2 Exterior Wood 63.4 6.10 386.6 Exterior 63.4 6.10 386.6 Adjacent Wood 20.1 2.40 48.2 Base Total: 83.5 434.9 As-Built Total: 83.5 434.9 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1253.0 1.73 2167.7 Under Attic 30.0 1228.0 1.73 X 1.00 2124.4 Single Assembly 19.0 55.0 5.64 X 1.00 310.2 Under Attic 19.0 862.0 2.34 X 1.00 2017.1 Base Total: 1253.0 2167.7 1 As-Built Total: 2145.0 4451.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB Q.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Beach Ave.,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 53.0(p) -37.0 -1961.0 Slab-On-Grade Edge Insulation 0.0 53.0(p) -41.20 -2183.6 Raised 1103.0 -3.99 -4401.0 Raised Wood, Post or Pier 19.0 18.0 0.77 13.8 Raised Wood,Adjacent 19.0 1085.0 0.40 434.0 Base Total: -6362.0 As-Built Total: 1156.0 -1735.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 2914.0 10.21 29751.9 2914.0 10.21 29751.9 Summer Base Points: 40581.7Summer As-Built Points: 46488.8 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 46488.8 0.273 (1.090 x 1.147 x 1.00) 0.284 1.000 4192.0 46488.8 0.727 (1.090 x 1.147 x 0.91) 0.284 1.000 11178.7 40581.7 0.4266 17312.2 46488.8 1.00 1.162 0.284 1.000 15370.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Beach Ave.,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2914.0 12.74 6682.4 Double,Clear E 1.5 5.0 16.0 18.79 1.05 315.7 Double, Clear SE 1.5 7.0 16.0 14.71 1.07 251.6 Double, Clear W 1.5 5.0 32.0 2033 1.03 686.3 Double, Clear W 1.5 3.0 8.0 20.73 1.08 179.7 Double, Clear S 1.5 14.0 16.0 13.30 0.99 211.5 Double, Clear E 1.5 5.0 12.0 18.79 1.05 236.8 Double,Clear SE 1.5 5.0 24.0 14.71 1.14 402.9 Double,Clear S 1.5 6.0 30.0 13.30 1.12 445.8 Double,Clear S 11.5 8.5 128.0 13.30 3.16 5385.7 Double, Clear N 1.5 14.0 18.0 24.58 1.00 442.3 Double,Clear N 1.5 16.0 30.0 24.58 1.00 737.2 Double,Clear N 1.5 19.0 24.0 24.58 1.00 589.8 Double, Clear N 1.5 13.0 20.0 24.58 1.00 491.4 Double,Clear W 1.5 17.0 15.0 20.73 1.00 311.3 Double,Clear W 1.5 12.0 6.0 20.73 1.00 124.7 Double,Clear S 1.5 6.0 10.0 13.30 1.12 148.6 Double,Clear E 11.5 8.0 40.0 18.79 1.38 1036.9 Double, Clear N 1.5 8.0 32.0 24.58 1.00 787.2 Double, Clear N 1.5 7,0 24.0 24.58 1.00 590.8 Double,Clear W 1.5 6.0 16.0 20.73 1.02 339.4 As-Built Total: 517.0 13715.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 162.0 3.60 583.2 Concrete, Int Insul, Exterior 25.0 1728.0 1.39 2394.5 Exterior 2332.0 3.70 8628.4 Frame,Wood, Exterior 19.0 604.0 2.20 1328.8 Frame,Wood,Adjacent 11.0 162.0 3.60 583.2 Base Total: 2494.0 9211.6 As-Built Total: 2494.0 4306.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.1 11.50 231.2 Exterior Wood 63.4 12.30 779.6 Exterior 63.4 12.30 779.6 Adjacent Wood 20.1 11.50 231.2 Base Total: 83.5 1010.7 As-Built Total: 83.5 1010.7 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1253.0 2.05 2568.6 Under Attic 30.0 1228.0 2.05 X 1.00 2517.4 Single Assembly 19.0 55.0 1.86 X 1.00 102.3 Under Attic 19.0 862.0 2.70 X 1.00 2327.4 Base Total: 1253.0 2568.6 1 As-Built Total: 2145.0 4947.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Beach Ave., Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 53.0(p) 8.9 471.7 Slab-On-Grade Edge Insulation 0.0 53.0(p) 18.80 996.4 Raised 1103.0 0.96 1058.9 Raised Wood,Post or Pier 19.0 18.0 0.88 15.8 Raised Wood,Adjacent 19.0 1085.0 2.20 2387.0 Base Total: 1530.6 As-Built Total: 1156.0 3399.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 2914.0 -0.59 -1719.3 2914.0 -0.59 -1719.3 Winter Base Points: 19284.7 Winter As-Built Points: 25659.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 25659.8 0.273 (1.069 x 1.169 x 1.00) 0.487 1.000 4028.0 25659.8 0.727 (1.069 x 1.169 x 0.93) 0.437 1.000 9639.6 19284.7 0.6274 12099.2 25659.8 1.00 1.182 0.450 1.000 13635.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Beach Ave.,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 75.0 0.48 4 1.00 2713.50 1.00 10854.0 As-Built Total: 10854.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 17312 12099 10984 40395 15371 13636 10854 39861 PASS 0'V,VHE ST Ar��":c+ EnergyGaugeT"^ DCA Form 60OA-2001 EnergyGauge(R)/FI2RES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Beach Ave.,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION _ REQUIREMENTS FOR EACH PRACTICE _ __ _ CHECK - _ Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. {/ Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates; between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top_plate. Floors 606A.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed v to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is L installed that is sealed at the perimeter,at penetrations and seams. Recessed LightingFixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from v conditioned space,tested. _ Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK - --- Water Heaters ,612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. t1' Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. _ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. 1. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. r/ Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTA9 DCA Form 60OA-2001 EnergyGauge(D/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.4 The higher the score,the more efficient the home. Lot 3 Beach Ave., Atlantic Beach, FI, 1. New construction or existing New 12. Cooling systems 2. Singlefamily or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 - b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No SEER: 12.00 _ 6. Conditioned floor area(ft2) 2914 ft' c. N/A _ 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 0.0 ft2 517.0 ft2 13. Heating systems b. Clear-double pane 0.0 ft' 0.0 ftz - a. Electric Fleat Pump Cap: 18.0 kBtu/hr _ c. Tint/other SFIGC-single pane 0,0 ft' 0,0 W _ HSPF:7.00 _ d.Tint/other SHOC-double pane b. Electric Heat Pump Cap:48.0 kBtu/hr _ 8. Floor types - HSPF:7.80 _ a. Raised Wood R=19.0,1085.0 ft- c. N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0,53.0 tt= - _ c. I Others 18.0 ft-1 14. Ilot water systems 9. Wall types a. LP Gas Cap:75.0 gallons _ a. Concrete,Int insul,Exterior R=25.0, 1728.0 ftz _ EF:0.48 _ b. Frame,Wood, Exterior R=19.0,604.0 W b. N/A _ c. Frame,Wood,Adjacent R=1 1.0, 162.0 ft2 _ d. N/A _ c. Conservation credits e. N/A (FiR-Fleat recovery,Solar 10. Ceiling types _ DFIP-Dedicated heat pump) a. Under Attic R=30.0, 1228.011E _ 15. HVAC credits _ b. Single Assembly R=19.0,55.0 W (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,862.0 W HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat., a. Sup:Unc. Ret:Unc. AH: Interior Sup. R=6.0, 125.0 fie _ MZ-C-Multizone cooling, b. 2 Others 150.0 ft MZ-11-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) y0�1FiE ST.g7� in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,, _; . os based on installed Code compliant features. p Builder Signature: Date: Address of New Home: _ _ City/FL Zip: COD W's *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar"'designation), your home may qualo,,for energy eficiency mortgage(EEM) incentives if your obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gouge web site at www.fsec.ucf.edu,for information and a list of certified Raters. For information about Florida: Energi,Efficiency Code For Building Construction, contact the Department gfCommunity Affairs at 850/487-1824. EnergyGaugeD(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT m gone 1 Energy Design Systems Job: 1126104 1065 Oak Vale R'd,Jacl<sunrllr„FI 32259 Phone:909-28;-5339 Fay 904.2;,-125'i) Email frnerg;rdesign@conica_t net For: Pritchett Residence Lot 3 Beach Ave., Atlantic Beach, FI Htg Cog Infiltration Outside db(°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 33 20 Fireplaces 1 Daily range - L Inside humidity(°f°) - 50 Moisture difference (gr/Ib) - 65 _ Wail" �Puct ---- - -------- Component Btuh/ftz Btuh °f,of load Walls '--'- -- - 1.8 ---- 1646 14.2 Infiltration CWindows 23.9 2105 '18.2 Doors 15.15.2 '1267 11.0 Ceilings 0.0 0 0.0 Floors Z6, 1985 17.2 Infiltration23.4 4008 34,7 Dow Ducts 5511 4.8 Total 11563 100.0 Component"-- - Btuh/ftz Btu `N,of load Walls -------- ------"-1.2 ----11�19� ----10.3 Windows 61.8 5435 49.9 Doors 12.7 1060 , 9.7 Ceilings 0.0 0 0.0 Floors 0.0 0 0.0 Infiltration 6.3 10119 9,9 Ducts 989 9.1 -' Internal gains '1200 11.0 Total ___-.--- ---10882 I 100.0 Cooling at 78 % SHR = 1.1 ton Cooling air flow= 415 cfm/ton Cooling at 70% SHR. = 1.3 ton Cooling at 400 cfm/ton = 1.2 ton Overall U-Value= 0.125 Btuh/ft2-'=F WARNING: window to floor area ratio= 9.2%- less than 10%. 4- vvir7K:)Vilts"ft Rirnht- Lite Residen6alr""5 fl h RSR:97 1 2004-Jan-27 1009'15 lc-h C'Documents an l settingstcustomerlAAyPz tJense Lct'H'each wy re, Page 1 AL RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone 1 Energy Design Systems Job: V26f04 1065 C!al<'vale Rd,Jacksonville,rl 32259 Phone 904 287,333 Fax 9.0a •87-12-5; Email net For: Pritchett Residence Lot 3 Beach Ave., Atlantic Beach, FI Notes: Weather: Jacksonville, Mayport Naval, FI_ , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 OF Inside db 72 OF Inside db 72 "F Design TD 33 "F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 11563 Btuh Structure 10882 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 11563 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total Sens, equip. load 10556 Btuh Method Simplified Latent Cooling Equipment Lead Sizing Construction quality Average Fireplaces 1 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2153 Btuh Area (ft') 961 961 Total latent equip. load 3073 Btuh Volume(ft') 7688 7688 Air changes/hour 0.86 0.38 Total equipment load 13629 Btuh Equiv, AVF(cfm) 110 49 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible beat ratio 0 % Printout certified by ACOA to meet all requirements of Manual J 7th Ed. �„ S/4A�S A AQf Right-:_uite Residential'"",0 6fi R;SR.2Q724 2004-Jan-27 1009.15 ,4Co r Uncurnents an6 Settinyslcustomer%ly Residence,Lot 3 Brach A.ve rs Paae'1 RIGHT-J SHORT FORM Zone I P,N Ener Design Systems 9Y � Job: lrzsroa 1065-Oak'Vale Rd,Jacksom;ille,Fl 32259 Phone 904-287 -339 Fax 904-287-1258 Email:energydeslgnZt omcastnet � M M M For: Pritchett Residence Lot 3 Beach Ave., Atlantic Beach, FI 11 • • M M Htg Clg Infiltration Outside db (°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Avera e Design TD(°F) 33 20 Fireplaces g Daily range _ L 1 Inside humidity (°lo) - 50 Moisture difference(gr/Ib) - 65 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME —Area Htg load Clg Toad Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1st Floor 961 11563 10882 531 471 Zone 1 n pi 961I 11563 --- 108822 i 531 471 Ventilation air 0 i Equip. @ 0.97 RSM -- 10556 Latent cooling 3073 TOTALS 961 11563 13629 531 471 Printout certified by ACOA to meet all requirements of Manual J 7th Ed. ,,mt�- vvr ICS I"1 t sc)ft Right Suite Residonuall"5 0 b6 RSR79784 2004-Jan-27 10 12 36 ACC�1, CSDocurmInts and SettingslcustomeriMy©ocumentslbvnghtsoft Prtichett Residence,Lot 3 Beach Avera Page 1 AdEML RIGHT-J BUILDING ANALYSIS REPORT Zone 2 Energy Design Systems Jots: 1/26104 1065 Oak Vale Pd Jacksonville,Fl 32259 Phone.904-?87 53 39 Fax.>104-287-1258 Email -net For: Pritchett Residence Lot 3 Beach Ave., Atlantic Beach, FI Htg Cig Infiltration Outside db (°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD('F) 33 20 Fireplaces 1 Daily range - L Inside humidity(%) - 50 Moisture difference (gr/lb) - 65 IR p cts Component Btuh/ft2-- -Btuh % of load Walls -.---�------1.7 - ---- 2764 .961 Windows 23.9 10264 35.7 Doors 0.0 0 0.0' hntom Ceilings 1.4 2882 10.0 Floors 3.3 1418 4.9 Infiltration 23.4 10026 34.9 n��ors Ducts I 1368 4.8 Total I 28721 10001 INR Component Btuh/ft2 Btuh °!D of load e.,, or, Walls 1.2 19651 6.2 Windows 36.3 15581 48.9 J Doors 0.0� 01 0.0 Ceilings 2.01 4191 I 13.2 Floors 0.0 01 0.01 Infiltration 6.3 27018.51 Ducts 28941 9.1 Ce.11inr. Internal gains 4500 14.1 Total 31831 100.0 Cooling at 81 % SHR = 3.2 ton Cooling air flow= 474 cfm/ton Cooling at 70 %SHR = 3.7 ton Cooling at 400 cfm/ton = 3.8 ton Overall U-Value = 0.118 Btuh/ft2-"F Data entries checked. VV1-I+c�il'"At5gC>ft Pight-suite Rmidential 0.61.,PSP29784 2004-Jan-271009'15 ACC,k C Docu-nents and Settmn.fw�ustomer%4y Dor vmcnmi Vrightsoft�Prti_hett Residence,I of 3 Be,ach Ave.a Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone 2 h n Energy Design Systems Job: l 26/04 6:i i yak Vale Rd J3r-I<smm�lle,F132259 Rhone_ '304-287-5339 Fa f 0104-237 1;' & Emeil anet gd�si nr��nmcasi:ni;t so N d4 For: Pritchett Residence Lot 3 Beach Ave_, Atlantic Beach, FI Notes: IMULL Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 OF Inside db 72 `'F Inside db 72 OF Design TD 33 "F Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 28721 Btuh Structure 31831 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 28721 Btuh Use mfg, data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 30876 Btuh Method simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 Internal gains 2300 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5386 Btuh Area (ft") 1953 1953 Total latent equip. load 7686 Btuh Volume(ft--') 18034 18034 Air changes/hour 0.92 0.41 Total equipment load 38562 Btuh Equiv. AVF (cfm) 276 123 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACOA to meet all requirements of Manual J 7th Ed. N "o-iir j hts"ft Right-`iU Le Residential "''S 0 un R5F.7_'a 1 2n04-Jan-27 10 09'16 CiDocuments and _ttinaslaistom&,I A D 1ci.iment,lb/rigr tsnftlF ic.hett I"e..idi-nco or 3 r;!ach Ave.rs Page 2 RIGHT-J SHORT FORM Zone 2 Energy Design Systems Job: 1126104 1065 Oak Vale Rd,Jacksonville,F!32259 Phiine1104-2,'S7-5339 Fax_904-287-1253 Email energydesign@comcastnet For: Pritchett Residence Lot 3 Beach Ave., Atlantic Beach, FI Iy - • tl tl Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db(`'F) 72 72 Construction quality Average Design TD ("F) 33 20 Fireplaces 1 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME AreatH g load Clg load Htg AVF I Clg AVF (ft') (Btuh) (Btuh) (cfm) (cfm) 2nd floor 1205 19028 20327 873 880 3rd Floor 748 9693 11504 445 1 498 Zone 2 n p 1953 1 28721 31831 1318 1378 Ventilation air 0 0 Equip. @ 0.97 RSM 30876 Latent cooling i 7686 TOTALS 1953 ' 28721 38562 3181378 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr19htsCDft Rlgr'LsuiteRe5identiall"5.066RSR29784 004-Jan 27 X01236 [ ; C\Documents and Settingsvustorner\N1V DocumentslWnghtsoftlPnlchett Residence,Lot 3 Beach Ave rs Page 2