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Permits 270 Mayport Rd (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 f1 C 1 r!'JJi�J.f• Application Number . . . . . 05-00031172 Date 9/07/05 Property Address . . . . . . 270 MAYPORT RD Tenant nbr, name . . . . . INSTALL CU & AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------ ------ CHRISTENSON, DALE A COMFORTABLE ENVIRONMENTAL 270 MAYPORT ROAD 250 WINTER SPRINGS WAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 221-5386 --------------------------------------------------- ------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee 95 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ------------ ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL r s� CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: P Owner of Property: �� H 4 � S 4 2 N 5'1)/-J Job Address: Z 2 cl . Contractor: 6,-, ra r 4,q to is Fti j 'r 0 r1 r w Jg 1'j C 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 ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric / IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural /Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK / INSTALLED El Residential or _V Commercial ❑_/ New Building /(Provide complete list of components qn back of this form) Iy Existing Building { E3 Heat _Space Recessed V Central Floor ❑ Replacement of existing system Air Conditioning: Roorp Central New Installation(No system previously installed) $Thick Duct System: Material DU t 6�c;, ness C ❑ Extension or add-on to existing system Maximum capacitycfm ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity ap ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ ManliB_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) enc 1 Goy- e�,rgr lv J60 K C c.mC.,� HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency 0o0 r p o-r / v,pca J� w TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• htta://www.cLatlantic-beackfl.us 1/14/03 r' '`j CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �3 ATLANTIC BEACH,FL 32233 f' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031236 Date 10/26/05 Property Address . . . . . 270 MAYPORT RD Tenant nbr, name . . . . . . REPLACE STORE FRNT WINDOW Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2400 Owner Contractor - --- --------------------- ----------------------- CHRISTENSON, DALE AFFORDABLE GLASS & MIRROR 270 MAYPORT ROAD 14 DONNER RD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2400 Fee summary Charged Paid Credited Due ----------------- --- ------ ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES, BUILDING OFFICIAL CITY OF ATLANTIC BEACH 1=� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031169 Date 10/26/05 Property Address . . . . . . 270 MAYPORT RD Tenant nbr, name OFFICE ADDITION Application description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5000 Owner Contractor ------- ------- ---------- ------------------------ CHRISTENSON, DALE OWNER 270 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 -------------------------- ------------------------------------------------=- Permit . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 5000 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL /� � CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 _ f INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031320 Date 10/26/05 Property Address . . . . . 270 MAYPORT RD Tenant nbr, name . . . . . . MISCL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----- ------------------- -- ---------------------- OCCUPANT A COMFORTABLE ENVIRONMENTAL 270 MAYPORT ROAD 250 WINTER SPRINGS WAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 221-5386 -------------------------------------------------- -------------------------- Permit . . . . . . ELECTRICAL 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 CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES., BUILDING OFFICIAL rig 1P1-r�,. CITY OF ATLANTIC BEACH 4 : k �r ELECTRICAL PENT APPLICATION nn Date: Property Address: ay Owner: J' 9 © Tele hone#: Contractor: r -e- _ 44 el�hone #: C � p Contractor Address: Fax#: Contractor Signature: 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. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ New being done on this building f Or site,list the building old commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or , RACE Breaker AMPS V PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN n 3n Amps 31 1 QQ AMPS, Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous 2 CG 800 Seminole Road•Atlantic Beach,Florida 32233-5445 �( Phone: (904)247-5800• Fax: (904)247-5845. htta://www.ei.at!antic-beach.n.us Revised 1/04 r' 'r' CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT ,'H;99 , 800 Seminole Road a.-Doerr Atlantic Beach,Florida 32233 (904)247-5800 D pvt"(904)247-5845 Fax n � I www.coab.us PLAN REVIEW COMMENTS g b� Permit Application # C �� Property Address: 0 r l �'d Applicant: rI J TC/V J 6 Al Project: di5 T This it application has been: Approved �evieand the following items need attention: -St©rJ 13a 17 S (DG '-7©KI c rr( c 3 W 4SCe g�- N-� . 441 Please re-submit your application when these items have been completed. Reviewed By: Date: �VD Date Contractor Notified: 2X4 Pr RAMWC, SRU 'writ) Exls I-rt KCr- 0WTg4M Z)60-R \J�M (STtVj S-v.APf K c, - o F/73a-ro M PL A(ES jr APPROVED CITY OF ATLANTIC BEACH BUILDING'OFFICE SEP 2 8 2005 BY: t� -- WA"EE SHEET SlDr`NI- uv 2.7, SEtir aJ H NA(L OFF 5WU. 10 d PER.JMET R zXN P( �RAMtI�ICr RLI lbfl 'D Exl.s 11'IKG- OVEtiZF+M D66R \SAM CSri5L� 'Co �XtS`rNC� !� STAPf i`lC. --j6-F/7T3ac"aM PLA i ES Y • y APPROVED CITY OF A ILAIVTIC BEACH BUILDING OFFICE SEP 2 8 2005 By: WS "A DEE SHEETS1DNa- �LOC� NA(L OFF 6MS. I Ott E,Gr. RtN.fx 514WK- Fi i'`I�6✓.1�/t`'l�C 3�( 3"PERI M ET-PR C, fia-t) APPROVED CITY ATLANTIC BEACH "^ Door iFabricat BUIUI LDING OFFICE SEP 2 8 2005 NFRC Services, Inc ki YULEE,FL National Feneshation PRODUCT LINES: By1/ V Rating Council STN-K-011 Steel entry&patio door with wood-edges : ® STN-K-012 Steel entry door with metal-edge, STN-K-013 Fiberglass entry&patio doors n�n1crtx1i1A 101A S-2-97 ENERGY PERFORMANCE RATINGS �� ten. U-Factor/Solar Heat Gain Coefficient(SHGC) ST REPORT SUMMAKY PRODUCT 114 Lite 1/2 Lite 3/4 Lite Full Lite nl. r 1 g DESCRIPTION, <_400 in s 900 ins <_1100 in, >1100 in, RenderedAD STN-K-011/2/-/air/0.25 0.20/0.08 0.31/0.24 0.37/0.31 0.41/0.37 ms`s NII HOME PRODUCT,$„Ll r- STN-K-011/3f-/air/0.31 0.19/0.07 0.2610.21 0.30/0.28 0.33/0.34 � ''� STN-K-011/2/0.21(3)/air/0.75 N/A N/A N/A 0.33/0.35 SERIES/MODEL:7404413740STN-K-011/Bush or embossed 0.15/0.03 TYPE:Aluminum Single Hung Window with Flange STN-K-012/Nusnor embossed 0.20/0.04 • — ts STN-K-013/2/-/air/0.25 0.19/0.07 0.3010.22 0.3510.30 0.41/0.3 Title of Test STN-K-013/3/-fair/0.31 0.18/0.06 0.2510.20 0.2810.27 0.33 10.33 1 Ratm H-R45 52 x 71 STN-K-013/2/0.21(3)/air/0.75 N/A N/A N/A 0.35/0.34 +45.0 psf STN-K-013/flush or emhoesee 0.15/0.03 Overall Design Pressure -47.2 DSf Manufacturer stipulates that these ratings conform to applicable NFRC procedures(100&200)for determining whole product performance. NFRC ratings are determined for a fixed set of experimental conditions and specific product specifications. 23 lb max. Product line/glazing la ers/LowE surface/air a fill/air a width ratin Force 9 9 Y gap gap 0.10 Cfln/ft2 +Steel name add-0n 0.10 Air Iri�ltration ,Non-thermally broken,outswing&handicap compliant sill add-on 0.02 Water Resistance 6.75 Psf All versions of this product ENERGY STAR qualified in all 50 states EXCEPT:Steel or fiberglass door with full lite +67.5 psf (ENERGY STAR qualified in Southern Zone only)Steel or fiberglass with 3/4 lite(ENERGY STAR qualified in North/Central,South/Central and Southern Zones only). Structural Test Pressure _70.8 sf azin Passed De lm Grad10 Forced Entry Resistance e 4 Some Models ENERGY STAR'qualified. Reference should be made to Report No.01-40656.03 for complete test Cluck U-Factor 8 SHGC to confirm. specimen description and data. For ARCHITECTURAL TESTING,INC. zone U-Factor s 1cc <0.35 Any / ^ Maslly Heating \` v _!/�t//� NorlNCetnref <040 x0.55 CoainO Mark A.Hess,Technician �� f scours flat Heatin48 Cooling `-0.40 <0.40 ;. 22 March 2002 soomem t ass <(340 Mosuycooreg ❑ 6OM5991000 item#0711 ENERSY STAR is anagiaterso trademark of U S Federal Government. Masonite is a nogiarmad trademark of NFRC Cen f'd eg stared mark of LILT Masonh international Corp 4%t Nat anal Fenestration Rat ng Council. iLL.STT--- 9 NOTICE OF COMMENCEMENT State of Folio No. County of •� e+` \ L � .. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Lo S A _ kroQ t`{ 4 -6�1 arl -�; Address of property being improved: ,''c; ;lj +,;�; 'TrZ,4r 7T Z7, General description of improvements: y Owner: 1 Address: Owner's interest in site of the improvement: �;a,i,i��• c> TI�:>c;° j, lNt� Fee Simple Titleholder(if other than owner): Name: Address: Contractor: Address: Phone No: Fax No: Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: (\ 1✓� Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): r s THIS SPACE FOR RECORDER'S USE ONLY % ",OWNER Signed: / - --"`- Date: 7 L Before.me t s day of 2.1A -1bo5 in the tounty of Duval, State of Florida,has personally appeared Doc#2005329065,OR BK 12733 Page 2012, C,�- C ",,�r� Number Pages: 1 Notary Public at Large, State of Florida,Counof Duval. Filed&Recorded 09/07/2005 at 03:16 PM, My commission expires:_ �-kc.� 14 a04 JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Personally Known: or RECORDING$10.00 Produced Identification' *, : .... U' My rpMMISSION#DD 435986 l :o= EXPIRES:May 31 2009 r l'•.', Q o`'',' bwded Thru Notary Public Urtaerwft- �" ��rtt afi `��2Xb�' ta` l�earn� for e_,$' tale�l� e-oel r YdIO UVIl� �` y �j�iG�1►1�, `.i` OC C� �S Q qc �r < ac�4�d �o ex,s � wolf, Cad¢feaQ MEMOane.-pT &tSc PiatLZz�case. l�ard�i �Ac'L.dq xJ3 Susi I�� f...w �Qst Wa(1 �r� Z� ,keCOOM rs - '�"',� ry r i� rrrr i ir, ! iii i �-Li i I i ;II } par r �t��0 wt CanTtnUe o Apr. t7orf • ,� a-�a�-w i �Y 2x4� 1 Ce�fu�sl �f x 3 t b S�R�-WAA SA.5 3 pIo"fe ZA 1 / r <i L os 'r pvoR �/ ►Ji�►�'0`� 4 1 OTAr I • � eK l r hfrny rise oir�c at 2-2xb'�' to Bectml Cor 9 L�o tAlef I t, e oe,, - '° S'•04 t 1 r ►. 1� o �s�r� �f f Codere�Q ��- dl�sP�a�' l'a``�'I' Qsf W«(1 -PT 84se pl�ttZ=�;c�s� 9W� p(a�z.,�� x!3 st+ads, aced eX w v ell i r i i } e.rcrsf Door ba� ti cf�erior 1n�trw�O� i-Doorw j j QT 2x4 111c, ear _ . SiXK3 2Jers�ZX Y U.a r�t l tQ ut •-w ��J��!�� r ��t. P1a�� Z� T }. t ` �t �C • 4 IC uJ uJ' MAP SHOWING BOUNDARY SURVEY OF LOTS 1 THROUGH 4, BLOCK 27, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DALE CHRISTENSON NATIONSBANK, N.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BRANT, MOORE, MACDONALD AND WELLS, P.A. LOT 5 BLOCK 27 102.00' (PLAT) FOUND IRON PIPE STAMPEDD "PLS 4984" N 44'57'250 E 102.06' (MEASURED) FOUND 1/2' IRON PIPE STAMPED 'PLS 4984' LOT 4 C� LOT 4 BLOCK 26 BLOCK 27 VACANT 0.2'x, w — — — — — — — — — — — — — — — — — — . o LOT 3 N a w BLOCK 27 W n' r H = v p d En Q 20.2 32.0' 49.9' LOT'3 o M $ $ B -OCK', 26 N °f ori °f 1 STORY METAL BUILDING LLJ 3 o m I o LOT 1 W Ld i BLOCK 27 0 O Q U o inEn o LOT 1 Z BLOCK 26 a I g 20.1' 49.9' -� i LOT 2 N BLOCK 27 I n POLE 51.00' 51.00' 1POLE STAMP D1 ACM LBA6702- S 44'57'25a W 102.06' (MEASURED) 'FOUND IDENTIFICATION IPE 102.00' (PLAT) MAYPORT ROAD (100.0' RIGHT OF WAY) NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X—X= FENCE L = LENGTH O = CONCRETE NOTES: REVISIONS ASSUMED S 45'00'00" E __ ALONG THE 1. BEARINGS ARE BASED ON THE _ __ BEARING OF ___________ NORTHCASTCRLY BOUNDARY LINE CF-SUBJECT PARCEL DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE –___ ---- AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED AUGUST 15, 1989, COMMUNITY NUMBER 120077, PANEL 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 9542 DATE OF FIELD SURVEY: 09-25-99 DISK # CD-3 SCALE: 1" = 30' CERTIFICATE 2522 Oak Street I HEREBY CERTIFY THAT THIS SURVEY WA.-, MAGE UNDER MY RESPONSIBLE CHARGE Pam Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA (Fax) 904-389-6175 ADMIN IS V CODE, PURSUANT T SEC110N 422.072, FLORIDA STATUTES. 1 e MICHAEL J L 0 LICENSED BUSINESS # 6702 REGISTERED SURVEYOR AND PER # 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS lL 3RO STREFT WEST (!,O.V R101T or wY) =�a Tam�N YIrMOv" .e all."Wo-0 It An Los"sqww.IDI-M man.Mou."m 'AAPH:!,SCALr 104 A. S . \ .................. --- . : --1.,1-.: .,. , - .- 140 N-FQcAr.oN Dc .............. ovnAK FOAMM 4FV= ...... ............. ... ....... ......... ... cl: Moot .......... CL D m c� MM CIEAMSOgvhM *l V Z NLij 0 3: W 4 UK am, NEW BUILDING ul 50,000, Ift", FF a. - 12.20 . 'l. o 04 < (n i8A N 45-ODY00" W (PAEASURED) CWS -OT 4- L0T 3 LOT I I-OCK 26 I BLOCK 26 81-OCK 26 -T Connell & VAcker In c'mV Ir g En VAEST TWO SIMM I IL 9=1 gtmDm I N r - � . e ' t`• r " a. .a r • S i *i .l "^ °;� } �"""3y r} 'r L,b< d#,'�� k s ka �g..� ,r L ":C:' 3w$t.,"j p� �t• �` c _ 't ,}r wt, +n �i• � -;v 3 "� S � �fi.. s� NY �'^S, �:;rF � �` MAP PA ti } eb,�b,, (' y6 i b"" e } ihiS UK�� on( eA�te �-JAA- �w5e-j e.. r a - t ^` 1 .Y a e m1 $ t Iwo ,r...•r ,rte.++."APk+r �*h.. A �, I tr{ R Y 3^ {sy.y ,r+ .rr�s,+-wir•.r,w .� ,,...�..wrr ry-"r.�.+^,..,.�` � 9e acK'.',�r, G°+'� '.t�`°� * °+` ,:a j �'.+ iY ,� �LL 114 1 RE- ,� + lF `a1 `Mt,.ya6 -�y ..Y.'�.T' 9- 4 � �' Y f • D •' ' �` �FMw•��tTA�' s�yy�y .�5 !(` `�$. «...�,•�.«r.r»--"""-r �;��, <��' "r.".++.�ri ,' `4�.��': tis �.;:,� �s � � , { i k �w i } 4 �w $ p +p 4 is + i pt ` "T :I..A._ rav r, y —��y� y��yy i 4.. r � �1J• 0 �c od�' tz. be �2 ,h ��S �� 4ver J t eW o � Mire ��,re�oJ�e.- CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION x r X2 (Alterations &Additions) y / Date: �r '�% C 5 Job Address: Owner of Property: Address: j "Z (�� E`Cti tr M� f"L%sr t -4��F 1k �. Telephoner Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: Contractor Address: Telephone: Fax: D scribe pro osed use and work to be don r" r Present use of land or building(s): Valuation of proposed construction: G'�+. . P P � ---�7-- What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? Add plumbing fixtures? ' '', Add fireplace? 4 f�' Add heating/air conditioning? �'S Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑Y See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 7NO. Applicant certifies that no trees will be removed for this project. ❑YES. 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 Telephone- (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 2 Revised 8104 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' provided with ap lication is correct. q Signature of owne Date: f ~ 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: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of �� rfY) ,200S. State of Florida,County of Duval ,� 'r';••.,, DONNA L.BUSSEY Notary's Signature: MY COMMSSION#DD 412624 •. ar EXPIRES:March 30,2009 ❑ rsonally known ud BaTft NoWy PLbk Underwrhem oduced identification Type of identification produced N L- Driver 1 -1 C e r'S e' AS TO CONTRACTOR: We Carl C: e-*s s key s oti G�, A 3 /L 3 -&L{ -1 7/ - Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ 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 3 Revised 9104 3 CITY OF ATLANTIC BEACH OWNERBUILDER AFFIDAVIT Date: ' `G .5 Job Address: 2-'?c y 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. DONNA L BUSSITY �Kr MY COMMISSION A DD 412824 j EXPIRES:March 30,2009 Bonded Thru Notary PW*UmWvR tars OPOWNER/BUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF 20<::�,!;7 NOTARY PUBLIC / �� MY COMMISSION EXPIRES: pkie, (- -rj NOTE: PHRASES UNDERLINED ABOVE. CONSTRUCTION SITE MANAGEMENT PLAN Ord. 6-18 — Requires contractors to submit a construction site management plan to include the following: (1) Location of demolition (2) Grading and drainage surface water management plan to comply with Chapter 24 Article 3 and Section 24-67. (3) Parking plan showing off street parking. (4) Fencing plan locating fencing on at least three sides of property. (5) Location of construction trailer and loading/unloading area. (6) Location of chemical toilets. (7) Location of dumpster(s). (8) Traffic control plan showing access to project. (9) Other activities where special conditions exist as approved by the Building Official. The complete ordinance may be obtained at the Building Department, at the City Clerks office, or on line at Municode.com 02/10/2004 09:14 FAX 1888478254 JELD WEN Wedowee Al wool MIAMI �7AiaE MIAMI-DAI)E COL NT's,FLORIDA METRO-RADE FLAGLER BUILDING 181111,I)E G COIIE COMPLIANCE OFFICE(BCCO) I40 WEST FLA,GME R STREET,SUITE 1603 PRODUCT CONTROL DMSXON MIAMI,MORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen,Inc. 31725 Highway 97 North Chiloquin.OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and.Appeals(130RA)to be used in Miami bade County and other areas where allowed by the Authority Having Jurisdiction(AH1). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (hx Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes- If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code- TDESCWTION; Series "Jeld-Wen*Steel"W/E Outswing Glazed Instilated Steel Moor w&w/o Sidelites APPROVAL DOCUMENT;Drawing No-S-2105,titled"Wood Edge Glazed Door w/&w/out Sidelites up to 8'4 x 6'8 Outswing", sheets 1 through 8 of 8, dated 12/13/01 with revision#2 dated 10/22/02,prepared by RW. Building Consultants Inc, ,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. IVJISSILE IMPACT RATING:None LABELING.- Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product- TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to coroply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cou-nty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer ar its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#01-1224.03 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,Y.E. NOA Na 02-1236.09 Expiration Date: August 15, 2007 Approval Date: January 30,2003 page 1 FALL Lf l��'4 11+iL � Steel 74.5" OVERALL 19AX, FRAME WIDTH MM. FRAME WIDT}f 15.5" NIAX, `M 36.fiY5' MAX. F.Rfi?Ar- WIDTH 1' 1V000EDGE GLAZED INSULATEDSTEEL DON PANEL WIDTH 36r -� _ 3fi`h1lX• r � OJTS'MPfG s•B UJyJM IVfa WMUTSJDELfTi•5 Yf/ASIRA GAL�PA.NEL Vt{DTH 74 ?,V.X. r PttIEL 4lfD7H�I I F" MAX, � PANEL 1WDTH � I PANEL MIfJTFi` CNE 7 ACOMP i p THIS FRO,OV6CT DESIGGNED 7p Gp1�IPLY WrTH Ti'.E FLORIDA � _ �rn BINLDiI;'G CGSDE. � s_ � �" �," y- 9` � c? }•- �� t� WDOD BUCKS BY OVIERS, klf5T BE AKGgORT0 I"w".!LY TO x x w t] Q o TRANSFER LOADS TO THE STRUCTURE. w X21,t25' 21.125" J C1 S. PR= r At(CJIORS Sf4V1 6E AS LISTED ANO SPACED AS SHOWN MAK.yy y 11 L.O.P 4 o z LLLJ h 4K DETAILS, rWCHC3 f116E'faMFM i6 BASE 1AATLRICL SHALL BE !.0 D.t.d. D.LU• WIDTH gr q &YONG WALL DRESSING OR STUCCO. � � 11 WIDTH 001 � � � w ,n O� i. OESIGNEO PRESSURE RATING SEE TABLE PAGE t. W 4 E MAX' ® 5. THIS PRODUCT MEETS THE HJ WATER REOU(REMENTS F(?R " G rr D"L'O' T v p I'U L; HIGH '/EZOCITI' HURRICANE ZONES" SEE DESIGN PRESSURE Gn�p CHART BELOW i. THIS SYST-i REL}UJRfS WINDOORNE DEBRIS EXTERNAL � -4r 0 lie O ¢ 1, PF47Ft.T1D PRESCRIDED 04 SEGTfON 3628.1 OF THE n +" a Z 1 FLORJDA BUILDING CODE. RESIDEN71AL INSULA7Ep STEEL POOR (Common to all home conditions) I 1-!iM Ghat Leat C nail u lion: 'L'-L075�'_yj0VZp CIn1.IF tV/1 ~�m 'a(vors+zed steel 525 commercial 4uo8tq - AKOO Per ASTM 620 1 Flu)rllt�fQ$ -.�D SES �..I o x - eith yield strength !y(avn.)=47.575 psi. U11C5tI�n t FE DETAIL -A 2 UIJISWSWG LtNI! Low sheets: 24 go. (4.021") min"mum Thickness, SHL3 .f-ie des�n� Expanded p❑lysfyrene xith 7.0 to 1.25 lbs. density —107' OVERALL MAX. FRAME WIDTH 15.5" MAX. ado bt Jeld-W-n. fnc. 37-5" OVERALL 35-625' MAX. 3ti' MAX. FRA44E 1YlDTFr a 1 G uc inn . •h The active and inactive panels are PANEL WIDTH a_ },IA7t. FRAME WIDTtf �'-" PANEL WIDTH 14" MAX. a. constructed from 24,GA (U.a2 1"min.) galvanized sfeel. The face 14' MAX. t W/ TRAGAL f> PANEL 1IJI07H _ sheet top and ballama are bent 90' over tfie top and hot( rats p PANEL YAOTH } The top rail consists of LYL measvi!ng 7.Ji7"x 1,042" The hallom T ---T--- FOU Is mlY formed 0,021"gofvariized steal measuring 1.67' x 1.2J"_ � The sides or the face sheet arc roll formed inla the LVt latch sfile F" � _ on7 Pwidernso Pine hinge stile which measwe 1.67"x 7.0' The s w j! 9x21 125 X21 125 o x interior cowAy is filled Nih palysiyrcrle. The face sheet is glued to 27.125" MAX � z z M the po:�slyrene_ rhe ponefs are muted la receive the 9DL or Trinity -' MAX- MAX. pr p,L.O d a Q .� O lite Rcmes. The units are fuzed w+lh .125" tempered loss. The w U•r-•4.� D.L.-D. 4 d �rz A 9 g y rivgTH wJOTJi Nf4TTT a +r o f Me frcures are wet lazed on tks exterior. Som Canslructf❑n & W ina_ The Bosh is canslfutted (ram 24Ck d 6'• MAX. � ka .021' rirn_i gr4vanlzed sleet. The edges of the lace sheet are bent x O 6 pt-•Q v, LA 90' aur Jhe polytilyrens core dad and 9(uad to H. fhe sashes are 4 4 g t3 9 nI L. ate' (D rauted to receive the 130L or Trimly file fr❑mes_ The units are x N'^ glazed with .125" tempered gloss. The We frames are —L glared M the ex(erior. ._ g- s' rs+e -fru i - The frames are cw!struclnd from Pondemso Fine t3mbs meos!uing 4.563"s 1.25'; The head jcmbs ore 1t O 14- ACTIVE o� Z mortised and hull joincd to the side garnbs and altorhed with{3) I 15G.i 2' x 7/16"clswn wife slap.'es_ The uniLs uae a bump foce + �Jau!LnnclI t7DUHLC 1M/SI Ll ITIS GO4 lhreshcfd ntds wring -I,f?41' x I.T. Tnc lhh esc4J Is attached to the nSVLTAHTS.IHc 1 frame with (3) ISGA. Z_r 7f16'_rrrn w.ve sicples. OU ''5�r41I,IG Ut1T a13 653-9_1137 5Cc acTAIL "A if 2A''13 f a 1 IhCLC CF i NlEtIT5 � DESIGN PRESSURE RMIrIG HEtf�!i KY.FlIPTIt7N WHERE WATER 7NGYLTRAITON RE41UIRE4AEHT 1S NEEDEC} F=�i'-� rmc. err y/rw S;F I I Rr, N07 = AN TYPICAL CI NA71OJ LS_i?tF{,_r_it_I_vc,•ffL:fl•n.n�IrCO1NHc_INCGC.3fLaistCt_h[U-SC1F;t��yS Is iLLt_S-}..�__ —vin-L,�DauaE+Ttnlarr s�RElrr ae+;s71TH WNfR}JA}+dER IL 'ATH iIAIPERIfi4 ALL U.{llsMdTCutj'rr HCR20t4TA1 CROSS FC3S 1 7ifil4 A WlHOLR SJJF_UTES AST :GAI_ ASTReGAL D(i�rJLS "'50.0p,f # "ffh^,'.�e.:a:4•cq-:,y!;Gift`:rc•r1'y.�- .�-•caw*CzJ¢: n� e:r-21R01i'I f - -� :r6.`r.41 DgLfltE W.TH;iiPFALC pEtTS hmli L1S}Cft psi �-'W`Opsf + 0_tT psi -50.opsf La �. G} • ra t. �, REM o cRtigTTON MAiERilii 3I 1 QUOR.WM MGL 1.75 . 2 a '— 2 NfrD ad g-(1 1/4 x 4 s 1s J4aRRE IX4 INCER dQ 90 APAQ INCP _ - 4 c B a 4 $m a x 9U 51G 12 a,_ 8RW 4' E fi 3( i PF W6 R (HINGE0 STEEL Z t 4M11 SHr- 2 NOT 150 1g ? 7 dOCti FATCB LIE SIDE E 1.6 x i LY! T 9 8 CQR PALET. R41 11,73'1 12! r.OPT FIIU. 24ML ST L O SUPER E14FJ.t1FD kiRl ALUM. �j �it Lo { ` '� tD ° FOAM z 1SL70R P %ow R/fL 16 x f LCL 2 ! 2 1 ! 4's 1 3 8 4WD LdRllf w CAP R17RD Z� ?� ► IS DOO14 hlh WQCV SIRE 1 1.{i7 r 1 14- S x 1 4 SCREW 15 WacoacK OC T.7T x 4,6x 12.6 {9p13'J t z 6 T6&AGAR.I X NVE ! L STEEL W 2 Z Jr 17 Ew POL �.fl 1B 133 8.OFNSRY-6t�L`9-YF3{ yaw U T- - TB N S � 9 ; . r 2x tYOO1y uH J4 WOOD z 2a 4 iFf 4D SERI KN H R 21'NIH. �x ••f-= OR PANEL THY in ': .: PANEL THIf �� 22 SCIVIHS Af 7 0 5 ES DEA4PALT u xi8 �,❑ 23 tP CONPDUILO 4U8 1159 SNCQNE Ml E a oo « 2' PHIL 7.'H W no � -Y1 STEEL 1 P t F Tli W❑ SG 4E5W STEEL w ao in 0 .SEE NOTE S 6 EXIII D H'R681 1�YlAAErPE"R SEE r"OTE 3 x 28 ES BDL + L r_ CL -- � '+ u b .., SNT_ 4 '" 29 9 m ECA CAULK LAWRENCE SILICONE r 3.� J Z 7 G5 Q lltA2 G D Lt7L, _ STEEL 1 a x I P P 'F,Vd NWO Smit :lS1RAi'A Wm6&f TO A7CN STEEL fl�o o y • '' u 2 6' 3g" 1,41' NO S1D ST'QP 54'COI] oo i - D W 7 +-❑ fNO x 3/4 L STEEL 3 a 5 u 3fr C Q BOL 6 17 7 USED a seE :LA2*JQ' ` Q 37 N 8` 'TEMPERED S P ,.- --DETAL'S FCR {f .t5'MRl YEW, W cLAss TML CLASS Mr. 38 f S NP Pl7LYP EJiAaOFL-Pti-YfIxo3l POLYPROP.Iz o 5MM. St ERA 2sG4. N L 4 9 - 8 X.1 i P CR L RAIL 41 1 E OBI S TAG SERIES 5 _ EE to t SEE NOTE 3„`rrc, 43 Y 0 AGE SERO - 4 • 40111.RP POLYPfl P.'r 1FFJ¢UCSIL- 3CFU,39L L P.ff x R Ph1LIAPS FIATH WAD SCREW TEFL 7 •u A6 I!Y4'r 2 fir UPM TE {?� 4 ._v...'•.•' >,-c y +7 16CR BPJ,P TRi fMTL 4 1- 9 7NIL r d 4 t6 DCfY PRESSIA4E IAEA7E6 flE7NFGWCCWITT 15'Gil �'u m 11T Ri Z _ -- 9 13011111M DED AL _tISTP,ACAL ..A kA to 6 n1 AUIhF. ry."4 t1} I p TitCH iWB F 14 x 4 9 i� FLrN1TCN115A fiNC£B 'OlkfFD RNC E 7E R EX RIOR' 61 10 a i"Plat 5 FLSTY.FAlF NYT00 SCREW 5 EL h-+ 52 10 r 2 P711LUP5 7H RMD SCREN EL d� ''9 �. d' •AGI BY L''1 FDR 7 -ASS 1' o T` r w m 4 d 5 7 2'INSULATE TEMP CLASS IFI TRINITY AMPA:' 55 UTEFRAME ITY TRINRY FOR 1'CLASS POL PROP fnI1LDINC rEMP CLASS BY TRINHY hIPAC v a 57 11FTFRiUE SCREW X I I 2 PAHNFAD SIEf,L -fig g.IR$y7� q BAR: i ZJ 13�ff 5�'+L+ t•175 5 uFRTt -• =Lxi ;:ti alai iaC rmc.ar' iYLN J ( •/'L G�' SE C Ttt7N MOR F'r.VEL r�3-- Y 1 i'E kTICpL CR(i_S�S IQY �.�„'_y rye-s.: RW SIGELrTC SASH g CLASS THK, A s N) 1.73'—J. 1.75" MIN. PANEL YNR "4PANEL THK. ry 1 J PANES THK. iV Mmb 110 p � Nr - ori a-7 -C- S SEE CLA21f4C: DETAILS FfIR GLASS THff. d(A SEE rLA,7lfJC DETAILS FDR 75 YiN. CLASS THH. PANEL THK, SEC GLAIINQ 0V MIN, DETAILS FOR IL PAi&-. THK, GLASS THK, 5EIE GLAZING DETAILS.FOR— CLASS THK 1.75-MIN. to PA?q&L THK. o r - {I 24. ,,,i; 06 Ll PANEL THK. SGLAZINGEE PETALS FOR [;LASS THK 1' 17, PROOUCT. JELD-WEN,ING- Wo D E05E GLAZED Dou 0GHWAY 97 Nc)R-rH wq,3W410ul'sll) LITES 317,15 ljp 0 ------- 6 5 OUT5VnNG CHILIDOWN,OR 97624 PART I) A5 L PH.547.783.2057 2 Ano TRINrry n�y —11111111 T"' HORIZONTAL s SEODNCp 095 n too[A t!977QLI-QQQT VV CT'71Fn-1,nA7,InTi7n n c n c L - U SEE WE T 5 J SHT. 4 41 36 8 Is 48 t \J F 1- u�y/ 77 9314 SES MME f} a e EXl4R .. 8 SNF. d 4 2g SEE MOTE Pyet 21 39 _ c�a t: 4 u `�n vt ? t� { !7 39 q l .; Y. -., "� '+:.,.r _`-'yam• ,i✓ SEE pYJTE w _tea 1 ,f''�� 37• 'u�`"s .- 3r{.S v 5HT� 42 � 413 �r tr7 i 24 x;'ori-,x�;�.•is<t'^ lU NOTE SEE NOTE i i? `as i=c:.t<-' '-� cif tl t5.. SSSHE EE 25 7 2 zp sc 3.T I''J4ti k 40 40 4�s 12 47 5E£NOTE fl41 s/t y ,cam^1' c.to 32 SHF. 4 SEE NOTE [2.3 N�RiZ tf7�"! '`�S�cTit;,U SSEEK4FE SEE NOTE :3 �"m'rte' cr Cz� :•4. as:..:_? t, 3 SHY, 4 i A7 wyELi Ffl 3(INGE,ldtt8 7YP 7 Stir. 4 4 SHF. d d�'D +z`ti-O g _ ,� \ 2S SEE NOTE t.sa�•K 6 SHT. 43v t4 (U 4FJaf 58 12 50 LIS, N. 20 SEE NOTE 47 Sg EMI3_ 15' MK a 4 fD J S14T. T t J L ORGSS SEt`TiO7N CX}UtF7f}iSl{dK °• ° t2' YSLE 4 SHL -17E SHE 4 _A SIGEI tT{�} fA3CN JAMB. 11P. 444 x I. SP4C414C FOR $0 ), t"KH SCREW ATTACHIIV 7HE VVINWIAMEI::R A57RAGAL.TO Th'£ s'7A.UnYE DOOR 15 AS F7'LOttS:TOP DOIN=v; 1.0', 3.0"61 S.d`. FROM THE sworn UP; t.0 bre h i�c 3.0-, 5.0', 20.D"d ae.75-. 2. SPACANG frJR J10 K i"PFH SCRW ATTACHING THE W TRIAL ASTRAF&TO THE �+r. X'i4Ct!OWR IS'AS FaLDKS: FROM THE ;OP DOWN A BOTTOM UP; IA?', 2-5, 4A', 5.5 �� JV 13.02, t _D' h 25.0'. 25 d - 37 ry 3. SPACJNG FOR JO . T ?/2-P„ASCR£'N 6 A5 FO LLOIYS: TOP &60tIUM; (2) ",4 SCREWS SCREWS 3.0"IN FROM EACH HORIZIMT4 CMIER. FROM ME TOP OF THE FRAME DU41ff aCM THE VMS; S.d'. F3,0', ;'&.O" 34.0', 52.4'& G3.0`. -SPACING FOR DPMI in'OJ,I NAIL 314" L.ATTACHING 7HE QUARTER ROUND TO THE •`•>�:t••`•5� StD£{.IT£tS AS fULLOIV'S: TOP & LY TTVAt 1.2S' IN fROM EACH NDRTZShWAL CORNER VATFi a f+36_'NN,IN THE"MOCti, SIDES: 1.25"rROV£+CH E14D h SIX MORE EO•UAOIY SNiCED Ptf Tii€' FELO. S. wNEN ATTPLHIA-S THE STfl,xE PIATE TO THE JAYS AND limn( USF (d J 2 If2" PFJ3 'wy11DQ SCRE'R. WHEN A7TAChY.YD 7HE STRIRE PLATE TO IH,Ah48 AND WDELITE JAWEI AT - 17 THC MULLMW USE,$It r 2-'PFH 4'IOOD SCREW z 6 SPAQNG FOR 8'H x 2.5• PFH WOOD SCREW ATTACHING THE MDLL.VNS TL*sETHCf,' IS a- 4 \V@SEE JJOTE 40 SEE MOM AS 1`0:.LOWT, 6.7•FROM EACH YERfW-5L CORNET` WITH (4) MRE SCREWS EQUALLY.SPACED. A 4 SK, 4 3 5Hi- 4 T07A1 AC{B} SCREWS Pcfi DCJI 4ER7JC..L MULO, N 7. Ttr£ SIDELtT£ 1S SECUREO 0110 TAC 5i0ELffL JAVU 07H SIUGONC CAULK ON 7NREC 5HIM THY,. 32 SEE '4070 3 DnTfA ROSS seCT� coNc>.arx:lrs. e.4e 7 SHT. # ,]{'d181 S 4 8) ti3,S54,95�? :xT11C5 d' "i• 3/6" 1Ja RDUl1Q& LV2PfJ JBiM NAIL x S/4' i_ T SIOFtTTF Tit 84Si•,�TYP. O ''RHEr.1 A?T.ACK%gr TUE HINCGE TO THF.JAMB AND 64C)f USE A fO r Z'PfH SY73D0 _,�• SCRX'A'_ WHEN ATTOC41HG TNT HINCC 70 IME.A4MB IWO StOEW JAMB AT THE 19ULLtON VS!` 5CRFtq 'n-Jr "UU.IQIJ CAO IS AT-TA't7ED TO TME PRESSURE TRWEO RE1NFOECCJxLNT Wf3'H IYEW s416 A J" M014 NAV SPACED A 1W OF 12`ON CENTER, t_•<•-.,.-:trz=+„^.t`*�c1:>.;,:..` tyap.nr. 4YLN � lu SP.AQWS Faf7CM }'S? 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ASrRAt;AC JMPERML ASERAGAL o+.>£: 12/'13 U I gs A57,rnr,.41 STRIKE PLATE & ASTRAC[ RE7AINFR 1901T HOLES & ASTRACAE STRIKE PLATE D.TI'-OUAL StfK A,CE HOLT 5TRIKE PLAIT OPTIONAL SURFACE &OLT STRIKE .Pwr OPTIONAL SURFACE SOLI 57R1Y,E PL6TE .•;,: 1.,,;_�,,;,.,;,., � nL.T. UM 4y. WLN R45'. %wi S.� f.1UMHH OU.- 2 165 U=210`. fF 2 Ji I 1 Ai h 5.5 0 s n � w l U)U3 "q void !n r`�. :�" r• d+ fit~ um NE o� � 4L (ham b � T t to 68.375" L„�` ■`t- vi t3.B5" x3.85' r. G . en k, � Lr3 s�6.375" 5.5" y r,. L i I t I i f IEA may q m� r 69,375° a" Ln a 38.375" a =a z C 7.375" 7i w '113,85" 13-8a 13.85" m'� aRpoUCT: WOOD COCE MA7EO DOOR JELd-WIFN,INC. ) 4 w(& WOUT SIDELI7ES 31725 RGHWAY 97 NORTH UP ❑ 9`4 x 6'6 OUTSWINC 11 z to 2-Z a1 AU0 MJNiTY F We K SnRT dR AS EVSLY; GHILOQUIN,OR.97$24 ;°7 NO BOAT 2 CENEHAI Rt174oN TBY ANCHORfNC LOCATIONS PH,541.783-2057 L O D wKtrtSlt)�S k CLAZING OETAIL5 _ TV aaMopaM N3M b5ZZ8LbH8ET XK,i AT:h-0-1-1fit/fiT/Irl • 29 Y IF I 29 _:: 56. !^ Z m c w EYfF R .125'.IEIAP. #'s m ch l�t 1.5625" - " cLAss eny 30 .75"AIR SPACE ^I a O Lo .125" TEMP. lu 11 Y T a iE GLASS � _ 75" STEEL R77ERCEPi 2. SPACER 23 .5" GO-S5 IN1ERft? IATFRI0R SEE NOTE 10 a z SK. 4 5 $W a 5 GLASS 617E GLAZIW OETW INITY SEC lv'DTE 355 ar w�LreAiEO 7EMPEREQ mass SHT. 4 eu'aY Eu-sDo7 ��m v I BLAZING DETA±1_ 00 w c3 N z 38 4/8' TEMPERED GLASS HP PGLYPRDPYLENE Lu Ad a (rNERM0FIL-P6-30RdD391) 53 3 .125" TEMP. tr a 29 Eq CLASS FYTCRI 23 AIR SPACC t" z 2,3 � RIt7 1 �"i'°~ � � W Q 125" TEMP. 29 t r ry t' CLASS (D i- +> CLASS BITE .175" TEMP. n a .. .75' AIR SPACE �` SEE HD1E ID GLASS o o F SHF. 4 175" TEMP. GWING OF-TAIL T (NITY z GLASS 53 1/2"fNSLItA7ED 7CRIPERED GL455 -75" STEEL wr€RCFPT LWPOY CU-5007 eua�++c CbNSu�FrtS-INC 2 SPACER 61]659.9597 2 ---.5" CUSS 3 SEU1iER�Q$ E h'rJr� BITE SHT. 4 40 -uLL: t{,T.n K:'..-i1:.4:L:i'4:.•i_. CNG.E . WLN n L,a21t•IG DET,}L 00L U;.A.j RW <14� I" TEMPERED L'LA55 k;w:±eC 1'n�y.,s�or.•.,; �t'A1NC11J.: — H? POLYPROPYLENE ^"` S-2105 --^-- -`--'- (fHERP,T0FIL-P6-30FM0391) F��•-�. f�� F C a P { t { C { • f 4 F f h I--1.67" 1.67" Z 0 6 ^ 4.04 7 ASTRAGAL HAS 8.0" L, x ,312" D14. �1' Z -I- Ua A „1 T TDP lc L Z eq { (1) 9.0' L. x 312" [7N. 2 no � Lyi LATCH STILE tS I1 Bt1UR TOP dr h"GE S71LE f BOLT 0 BOTTOM -T L ; • ��.812" � t, 75WlN� BUMPFAC)`7NRESNO�D � �t7� .25" -i �^ 4� P YIrL 9 LOyt PROFILE va 0. i t trdP .054"EXTRUDED ALUMINUM �X'FR!lDEt, Rt u NUM 47�_' SEE DESTGN PRESSURE CHART trN 4 -- -f tr !o 1417'• ASTRAGAL-0 Hos U�:o„� �m II BO S _U" L s 312' BIA. BD t� :�- L75 9 BOTTOM �f�ILESIOIV 44EA7HFRSRTIP (2) 8 .O" l.. k .312" RIA, OiiOR STEEL EDGE CRP 8[?77Ok, N BDL75 6t TOP © Q o}o H E7 Q-I t7,J 4D5 656 Z o 10 (D ff 9.SF25" �--1-767" ��---•697" 4 L� Ga _ 26 5 4 x 4 STEELMPP HINGE r" yr ASR O AL if4H 7A1ffr R N Q .097" THIS. STEEL BY HAGER zo ^ fWR`68Jui '[�-fi06tE7s7Rll�U kr lturliUM — ---- ,,.sus ---- —� 2 4 MO-00 FRAIN SG r DIA. 'VARTES 41'/LOCK USED J7 p n _ 0 ( J) ! 0 (� FRILL TRU R A 48 PFOH WOOD DRILL TRU FOR 75 IMC30 LgCK BLOCK,_ i.73' THK JL �f euAA,nc T� ?VLDrISULTANIS.UO WC h ' ` SCREW 2PLCS VIAL ASTR�UP.1 8i].611.4t9I luf v REMWR ROLM t - ff,�� SS +y{Ih' AMBER It YIREBJ STRIJ C I .Fk r12STEEL PL47ENTS TS y -Do ry 7v�. � • atsur�rac[ r^ 23 CITY OF ATLANTIC BEACH BUILDING/ ZONTNG DEPARTMENT _.� � t son seminale Road rr / Attaatic Be"Florida 32233 (990"4900 )247-SUS Fax www.coab.us PLAN REVIEW COMMENTS Permit Application# Property Address: Applicant: »l F f 1 t-,, 0 Al Project: A T A /l eo Y t r n This permit application has been: ❑ Approved Reviewed and the following items need attention: Buxc L W ! 0C-,(-.UP --70e6 Al Please re-submit your application when these items have been completed. Reviewed By: -- Date: rC Date Contractor Notified: T •d c+,ac_i b:2_.6nc no U0e8a 0L1U6T1W A0 R11-1 2 X 4 Pf MAMI Cr `rMRL( IbLT D E X I S IT i N.G.- OVtzt-tM Db0'R \AM CS7MJ -ro EYLSTiNCe -rAk M sTRApptt4C, ToF/7 m-oM PLASS � Y ' ek-rz►N- N/qu- -tZc.AF-- tanrtvvEE sNEr=-r s►Dr'NrT lxi�'�t�0 D6DR- NAIL. OFF SWCS. Io d E.G. RtN.Gr �NaNK 3"PEXIMET-R 6" fig--n BETTER BI T WINDOWS MAXIMUM SIZES FOR 140-MPH WIND LOAD SERIES 3740 SINGLE HUNG 53 1/8" X 721/4" FLANGE WINDOW 52 1/8"X 711/4" FIN WINDOW ------------------------------------------------ SERIES 3740 PICTURE WINDOW 72" X 72" 96" X 48" 48" X 96" 84" X 52" 52" X 84" ANY DIMENSION LARGER IN WIDTH AND HEIGHT WILL NOT MEET 140- MPH WIND LOAD s 740, 744 SH & PIN SERIES - MILE PER HOUR (MPH) MAXIMUM SIZE CHART MAXIMUM SIZES ALLOWED SERIES/TYPE MPH ZONE(S) REQUIRED MULLION SINGLE UNIT TWIN UNIT TRIPLE UNIT 740/744 SH OR PW FIN OR FLANOEFRAME UP TO 140 MPH NIA NIA 63-1/8"x 72-114" NIA NIA SNG GLZOR INS 740/744 SH OR PW VERTICAL UP TO 130 MPH MULL = - _.. ' ::: NIA 63-118"X 72-114" 63-1/8"X 72-114" FIN FRAME ,,.... SNG GLZOR INS #V43 ... 7401744 SH OR PW VERTICAL 63-118"X 63" 63-118"X 63" UP TO 140 MPH MULL y.. " NIA FIN FRAME ? ::`.;.' OR OR #V43 I° ' SNG GLZOR INS � '�� .`� 42"X 72-114" 42"X 72-114" 7401744 SH OR PW VERTICAL FLANGE FRAME UP TO 130 MPH MULL H NIA 63-118"X 72-1/4" 63-118"X 72-114" SNG GLZOR INS #V83 740/744 SH OR PW VERTICAL 63-1/8"X 83" 63-1/8"X 63" FLANGE FRAME UP To 140 MPH MULL -5. `} ;s N/A OR OR SNG GLZOR INS #V83 42"X 72-114" 42"X 72-114" 7401744 SH OR PW HORIZONTAL FIN OR FLANGE FRAME UPTO 120 MPH MULL '"'" " " N/A 63-112"X 72-114" 32"X 72-1/4" � '' " '� SNG Gum INS #H43/H83 7401744 SH OR PW HORIZONTAL - UP TO 140 MPH MULL � N/A 46"X 72-114" 30"X 72-114" FW OR FLANGE FRAME W/TRANSOM* W/TRANSOM* SNG GLZOR INS SH431H83 740/744 SH OR PW SELF- FIN FRAME UP TO 120 MPH STACKING 63-118"x 72-1/4" N/A N/A SILL W/TRANSOM* SNG GLZOR INS ..... .. 7401744 SH OR PW SELF- <: t1P TO 140 MPH STACKING 48"X 72-114" NIA N/A FIN FRAME SNG GLZOR INS SILL WITRANSOM* 7401744 SH OR PW MULL#V83 UP TO 140 MPH (User R " 63-118"x72-1/4!1 N/A N/A FLANGE FRAME HOn¢oNTKLY) MI/TRANSOM„ SNO GLZOR INS *'All Transoms(1,2,&3-Lites)must.be continuous frame. Transom units must be a minimum of 110 tall. The maximum transom height is one half the width of the transom. Both Single Hung&Picture Windows can be used in combination up to the maximum sizes listed above. Rev.7-18-02 Ak AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS,INC. SERIES/MODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Nail Fin Title of Test Results Rating H R45 52 x 72 Overall Design Pressure 45 psf Operating Force 24 lb max. Air Infiltration 0.10 cfm/ft Water Resistance 6.75 psf Structural Test Pressure +67.5 psf -70.8 psf Deglazing, Passed Forced Ent Resistance Grade 10 Reference should be made to Report No. 01-40351.05 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Mark A. Hess,Technician ,p MAH:baw L .-� c / — � Ak Architectural Testing 1`laiti��'1 '1.):1 lfli(l.S.2-�)? TEST 1t1r1'ORT Rendered to MI HOME PRODUCTS, INC. P.O.Box 370 Gratz,Pennsylvania 17030-0370 Report No: 01-40351.05 Test Dates: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI)was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for a H-R45 52 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101/l.S.2-97, Voluntary Specifications for Aluminum, Vinyl(PVC) and Wood Windows and Glass Doors. Test Specimen Description Series/Model: 740/744/3740 Type: Aluminum Single Hung Window With Nail Fin Overall Size: 4' 4-1/8" wide by 5' -5/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-5/8" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9"high Screen Size: 4' 1-7/8"wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402-9405 �. phone: 717.764.7700 fax: 717.764.4129 20 MAXcN Z 6 2 www.archtest.com 01-40351.05 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping. Descriptio Ouantit Location 0.330" high by 0.187" Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was - secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll-formed aluminum members with plastic keyed comers. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware Description Ottantit Location Plastic tilt latch 2 One each end of the interior Meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottom rail Z a -4-;,4-f • 01-40351.05 Page 3 of 4 Test Specimen Description: (Continued) Drainage: Sloped sill Reinforcement: No reinforcement was utilized Installation: The test specimen was installed into the #2 2 x 8 Spruce-Pine-Fir wood buck with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was used as a sealant under the nail fin and around the exterior perimeter. Test Results: The results are tabulated as follows: Paragraph Title of Test-Test Method Results Allowed 2.2 .6.1 Operating Force 24 lbs 30 lbs max. Air Infiltration(ASTM E 283) @ 1.57 psf(25 mph) 0.10 cfrn/ft2 0.30 cfm/ftZ max Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA 10111 S. 2-9 7for air infiltration. Water Resistance(ASTM E 547-96) (with and without screen) WTP =6.75 psf No leakage No leakage 2.1.4 Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 52 seconds) @ 15.0 psf(positive) 0.86"* 0.29" max @ 15.0 psf(negative) 0.81"* 0.29" max Note: *Exceeds L/175 for deflection, but meets all other test requirements. 2 .4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 22.5 psf(positive) 0.01" 0.20" max. @ 22.5 psf(negative) <0.01" 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.5011/100% Right stile 0.03"/6% 0.5011/100% � " A4'4 r zcoZ 01-40351.05 Page 4 of 4 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test AI thru AS No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meting rail) (Loads were held for 52 seconds) @ 45.0 psf(positive) 0.9111* 0.29" max @ 45.0 psf(negative) 0.97"* 0.29" max * Exceeds L/175 for deflection, but meets all other test requirements. Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads held for 10 seconds) @ 67.5 psf(positive) 0.14" 0.20" max @ 67.5 psf(negative) 0.19" 0.20" max. @ 70.8 psf(negative) 0.20" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product. which may only be granted by the certification program administrator. 3r A-RCHITECTUR A_.TESTING, INC Mark A. Hess Allen N. Reeves, P.E. Technician Director - Engineering Ser�vr �, r� i'SID.gGA 2 MAH•baw 0i-4035 L05 MI Home Products, Inc. 650 West Market St. P.O. Box 370 (717) 365-3300 • • •EO Gratz, PA 17030-0370 (717) 362-7025 Fax 740/744/3740 SINGLE HUNG (FIN & FLANGE) IMPORTANT NOTE: When the 744 is sold to Lowe's, it is marketed under BetterBilt Series number 3740. When it is marketed to Home Depot, it is BetterBilt Series number 740. • Test Reports • #01-40351.05 (Fin) • #01-40351.06 (Flange) • Installation Instructions - Flange • Sample 110/120/140 MPH Labels �l.if�i�ir�k� BLMfd`o c)FHP.AI{Vf_n REVIEWED FO CGDE COWIPLIFiNTCF KEEP THIS PLAN ON J03 MAY 2 1 2003 Building LOi1111 ii1 sir'lion Uiv Jax., Fi. Examiner slifiatua License No. AAMAINWWDA 101/1.S.2-97 TEST REPORT Rendered to: MI ROME PRODUCTS,INC. SERIES/MODEL: 740/744 Oriole TYPE: Aluminum Single Hung Window with Nail-Fin Summary of Results Title Test Specimen #1 Test Specimen #2 Test S ecijen #1 AAMA RatingH-R35 47 x 89 H-R30* 39 x 90 H-R35* 3 Operating Force 25 lb max. N/A N/A Air Infiltration 0.12 cfm/fr N/A N/A Water Resistance Test Pressure 5.30 psf N/A N/A +35.3 psf +33.3 psf +35.3 Uniform Load Deflection Test Pressure -47.2 psf -34.7 psfUniform Structural Load Test Pressure +53.0 psf +50.I psf +53.0-70.8 sf -52.1 sf -70.8 _ Deglazing Passed N/A _N/A Forced Entry Resistance Grade 10 N/A NiA Reference should be made to ATI Report No. 01-41979.01 for complete test specimen description and data. Architectural Testing A 101/ S.,2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 650 West Market Street Gratz, Pennsylvania 17030-0370 Report No: 01-41979.01 Test Date: 06/19/02 And: 06/21/02 And: 07/24/02 Report Date: 08/26/02 Expiration Date: 07/24/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to perform tests on three Series/Model 740/744 Oriole, aluminum single hung windows with nail-fin at their facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-R35 47 x 89; Test Specimen#2: H-R30* 39 x 90; Test Specimen#3: H-R35* 39 x 90. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101/I.S.2-97, voluntary Specifications for Aluminum, Vinyl(PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Oriole Type: Aluminum Single Hung Window with Nail-Fin Test Specimen #1: Gateway Performance Specimen H-R35 47 x 89 Overall Size: 3' 11-1/4" wide by 7' 5-1/4" high Interior Sash Size: 3' 10" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 3' 8-5/16" wide by 4' 3" high Screen Size: 3' 9-1/8" wide by 2' 11-1/2" high Glazing Type: 3/16" annealed 130 Derry Court York, PA 17402-9405 phone. 717.764.7700 fax: 717.764.4129 www.archtest.com 01.41979.01 Page 2 of 6 Test Specimen Description: (Continued) Test Specimen 42: H-R30* 39 x 90 Overall Size: 3'3-1/4" wide by 7' 5-1/2"high Interior Sash Size: 3' 1-7/8" wide by 2' 11-11/16" high Fixed Daylight Opening Size: 3' 1-1/4" wide by 4'2-1/2" high Screen Size: 3' 1-1/8" wide by 2' 11-1/2" high Glazing Type: Fixed daylight opening 3/16" annealed, Interior sash 1/8" annealed Test Specimen #3: H-R35* 39 x 90 Overall Size: 3' 3-1/4"wide by 7' 5-1/2" high Interior Size: 3' .-7/8"wide by 2' 11-11/16" high Fixed Daylight Opening Size: 3' 1-1/4" wide by 4'2-1/2" high Screen Size: 3' 1-1/8" wide by 2' 11-1/2"high Glazing Type: Fixed daylight opening 1/8" tempered,Interior sash 3/16" annealed The fallowing descriptions apply to all specimens. Finish: Unit was silver in color. Glazing Detalls: The active and fixed sash were single glazed. Both sash were channel glazed using a flexible wrap-around glazing gasket. Weatherstripping: Description Quantit Location 0.170" high by 0.187" backed 1 Row Fixed sash stiles and top rail polypile with center fin 0.330" high by 0.187" backed 1 Row Fixed sash interlock polypile with center fin 0.090" high by 0.187" backed 1 Row Interior sash stiles polypile 0.270" high by 0.187" backed 1 Row Interior sash stiles polypile with center fin 5/16" vinyl, hollow bulb seal I Row Interior sash bottom rail 0 1 A 1979.01 Page 3 of 6 - Test Specimen Description: (Continued) Frame Construction: The frame was constructed of extruded aluminum. The comers were coped, butted, sealed, and secured utilizing two 5/8" screws through the iambs into the sill and head screw bosses. Sash Construction: The sash members were constructed of extruded aluminum. The corners were coped, butted, sealed, and secured utilizing one 5/8" screw through the jambs into the rails screw boss. Screen Construction: The screen frame was constructed from roll-formed aluminum members with keyed comers. The fiberglass mesh was secured with a flexible spline. Hardware: Description Ouanti Location Metal cam lock 2 10" from ends on interior sash meeting rail Balance assembly 2 One per jamb Plastic tilt latch 2 Ends of meeting rail on interior sash Metal tilt pin 2 Ends of bottom rail on interior sash w Drainage: Sloped sill emforcement:�I o''8trt€st. ` -- Installation: The unit was installed in a 2 x 8 #2 Spruce-Pine-Fir wood buck. The unit was secured utilizing 1-5/8" drywall screws placed 3" from corners and 10" on center around nail fin perimeter. The exterior was sealed utilizing polyurethane. Test Results: BUILDING PLANS EXAWNIR are tabulated as follows: REVIEVJ1-5 ° j Paragraph Title of Test-Test M —�mw1 'N A-ilowed KEEP '1HI ' __.___. Test Specimen #1: Gateway Performance Specimen H-147 x 89 1A AY z s_ Loi 3 2.2.1.6.1 Operating Force 5 lbs - 30 lbs max RRWWlIdin & 2.1.2 Air Infiltration (AN'T�2 3c�lin @ 1.57 psf(25 mphL____. Q:1�€nx/ft2 0.3 cfin/ft2 max. Examiner signature Note #1: The tested specimen me�hP We,e, f r Uncc levels specified m AAMA/NWWDA 10 IT 2-97 for air infiltration. 01-41979.01 Page 4 of 6 - Test Results: Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: (Continued) Water Resistance(ASTM E 547-00) (with and without screen) WTP = 2.86 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) @ 33.1 psf(positive) 0.77"* 0.26" max. @ 42.9 psf(negative) 0.89"* 0.26" max. *Exceeds L/175 for deflection, but meets all other requirements. 2.1.4.2 Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 49.7 psf(positive) 0.08" 0.18" max. @ 64.3 psf(negative) 0.12" 0.18" max. 2.2.1.6.2 Deglazing Test(ASTM E 987) In operating direction at 70 lbs Interior sash meeting rail 0.12"/25% 0.50"/100% Interior sash bottom rail 0.12"/25% 0.50"/100% In remaining direction at 50 lbs Interior sash right stile 0.06"/12% 0.50"/100% Interior sash left stile 0.06"/12% 0.50"/100% Forced Entry Resistance(ASTM F 588-97) Type: A Grade- 10 Lock Manipulation Test No entry No entry Test A 1 thru AS No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 01-41979.01 Page 5 of 6 Test Results: Paragraph Title of Test-Test Method Results Allowed Test Specimen #1 (Continued) Optional Performance 4.3 Water Resistance(ASTM E 547-00) (with and without screen) WTP=5.3 psf No leakage No leakage Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) @ 35.3 psf(positive) 0.81"* 0.26" max @ 47.2 psf(negative) 0.91"* 0.26" max *Exceeds L/175 for deflection, but meets all other requirements. Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53.0 psf(positive) 0.11" 0.18" max. @ 70.8 psf(negative) 0.14" 0.18" max v Test Specimen #2: H-R30* 39 x 90 Optional Performance Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 33.3 psf(positive) 0.31"* 0.21" max. @ 34.7 psf(negative) 0.27"* 0.21"max. *Exceeds L/175 for deflection, but meets all other requirements. Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 50.0 psf(positive) 0.02" 0.15" max. (a-,)52.1 psf(negative) <0.01" 0.15" max. 01-41979.01 Page 6 of 6 Test Results: (Continued) Paragraph Title of Test -Test Method Results Allowed Test Specimen#3: H-R35* 39 x 90 Optional Performance Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 35.3 psf(positive) 0.38"* 0.21" max. @ 47.2 psf(negative) 0.27"* 0.21" max. *Exceeds L/175 for deflection, but meets all other test requirements. Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53.0 psf(positive) 0.01" 0.15" max. @ 70.8 psf(negative) <0.01" 0.15" max. w Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without approval of Architectural Testing. For ARCHITECTURAL TESTING,INC Mark A. Hess Allen N. Reeves, P.E. Technician Director-Engineering Services �-- MAH:baw ��►��„!„I�,��,, 01-41979.01 ��`�,`�,A \, � •�......, Com` '. � r STA"c C,= - •,.•� 0ft1,rp.•.•\��\, ,,, :IAL I Ak AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Rating H-R45 53 x 73 Overall Design Pressure 45 psf Operating Force 23 lbs max. Air Infiltration 0.10 cfm/ft2 Water Resistance 6.75 2sf Structural Test Pressure +67.5 psf _70.8 psf De lazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.06 for complete test specie en description and data. For ARCHITECTURAL TESTING, _INC. tvlarlc A. Hess, Tectmician NIAH:ba,,v � / MA2*4 'C Z I Ak Architectural Testing AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.06 Test Date: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. Test Specification: The test specimen was evaluated in accordance with AAMAINWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744/3740 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764 4129w www.archtest.corn I �+ M A *C y 2 a6 2 i 01-40351.06 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 0.330" high by 0.187" 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constricted of extruded aluminum with coped and butted corners fastened with one screw each. Screen Construction: The screen frame was constructed from roll formed aluminum members with plastic keyed comers. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Descriptio OLiantit Location Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen sti1c Tilt pin 2 One each end of bottom-ra% 0 e z- i 01-40351.06 Page 3 of 4 Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 92 Spruce-Pine-Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf(25 mph) 0.10 cfrn/ft2 0.30 cfrn/ft2 max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAINWWDA 1011I.S. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547-96 (with and without screen) WTP = 2.86 psf See Note 42 No leakage Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 2.1.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) @ 22.5 psf(positive) 0.20" max. @ 22.5 psf(negative) See Note #2 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/100% In remaining direction at 50 lbs Left stile 0.03"/69% Right stile 0.0;"/6% 0.50"/1000//11 .Z � MivRcN Zoo,2,_ i 01-40351.06 Page 4 of 4 Test Results: (Continued) ParqpLa h Title of Test - Test Method Results Allowed 18 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry U tp ional Performance 4.3 Water Resistance per ASTM E 547-96 (with and without screen) WTP = 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements were taken on the meeting rail) (Loads held for 52 seconds) @, 45.0 psf(positive) 0.95* 0.29" inax. @ 45.0 psf(negative) 0.79* 029" max. * Exceeds L/175 for deflection, but meets all other test requirements 4 4.2 Tniform Load Structural per ASTM E. 330-97 (Measurements were taken on the meeting rail) (Loads held for 10 seconds) (cry 67.5 psf(positive) 0.14" 020" rnax. . 67.5 psf(negative) 0.1.6' 0.20" max. 1.4.% @ 70.8 psf(negative) ?.:. Detailed drawings, representative samples of the test specimen, and a copy of this report vt'i ; cc retained by ATI for a period of four years. The above results were secured by using tile designated test methods and they indicate conipiiance.with the performance re.quirelnents Of 6)t above referenced specification. This report does not constitute certification of thi produc.� L c may only be granted by the certification progranrl administratov. 1v'1aCC ,"v. Hess ��c' :S '.E. �_ A4A X cid Z n 1. Shim as required at each installation anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4'• min. embedment Concrete or Masonry Opening Tapcan into masonry or concrete. 3. Caulk between window Flange and buck. 4. Caulk full perimeter of window. C ° p Caulk Between Buck 5. If exact window size is not given, use anchor quantity for Oa I Q and Masonry Opening next larger window in chart. Z ° D' By Others 6. Glass thickness will vary with window size and design load, and must comfy I oF ' p q with ASTM E1300. M. � ll SS Wood Buck by Others 7. Letter designations on the tapcon location chart indicate where ZE ° anchors are to be installed using the elevation as a key. —a ° D' p. 8. All factory applied holes not designated for tapcon• should be filled with L a #8 screws of sufficient tth. to provide 5/8" min. embedment into wood buck. Perimeter Caulk, By Others TAPCON k LOCATION CHART Also between flange and buck x CODE WINDOW ID FASTENER LOCATIONS Lal - E"tilor Concrete or Masonry Opening SIZE SIZE DP 36 TO DP52 OP52.1 TO DP70.8 Head Outside Dimension 1}' MIN. 12 18 1/8 x 25 A, C A, C Pertmeter Caulk ( rPENETRATION 13 18 1/ /8 x 37 3/8 A, C A, C 14 18 1/8 x 49 5/8 A, C A. C I=n Caulk Between 15 18 1/8 x 62 A. C A, B, C =C Flange and Buck 16 18 1/8 x 71 1/4 A, C A, 0, C BU 6D1NG PLANS EXAMINCG Q RIMEWED FOR 1/2 32 25 1/2 x 25 A, C A, C Flange 1g(ryDE COMPLIANCE 1/2 33 25 1/2 x 37 3/8 A, C A, C Window HeR�EP THIS PLAN ON JOB 1%2 35 2 34 2525/?/2 2962/8 AABCC A, B, C ° G 1/2 36 25 1/2 x 71 1/4 A, 8, C A. B, C APR 17 2002 ° 22 36 x 25 A. c A, c Bu di g&Zoni 4nspectlou L. Jamb d ° 23 36 x 37 3/8 A. C A. 8, C Q Ederlor � Q 24 76 x 49 5/6 A, 8, C A, 8, C 245 36 x 55 1/4 A. 0, C A, 8, C ,ve ense .gna r e a '° 25 36 x 62 A. 0, C A, 8, C nee No. 02 1� a 26 36 x 71 1/4 A, B. C A. 0, C. 0 O Class as Required —n– •° 32 52 1/8 x 25 A, C A, C i"tlli-SHIM -- 33 52 1/8 x 37 3/8 A, C A, 8, C BUCK d ° 34 521/8 x 49 5/8 A, B, C A, B. C G 345 52 1/8 x 55 1/4 A, 8, C A. S. C, 0 35 52 1/8 x 62 A, B. C A, B, C. 0 Topcon 36 52' 1/8 x 71 1/4 A. 0, C, 0 A. 8, C, 0, E Flange Type —Inside Dimension—^ Wood Buck By Others Window Frame Sill Caulk Between Buck and Opening *'TAPCON' TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON, RAWL, & SIMPSON Perimeter Caulk SIII D D By Others Design Pressure vaiues listed above are In PSP ° Stool By Others A A D ° E Eor. aAM- Pre–Cast Sill Q,, p 8 B '..• allrlr •`• 'lr xu INSTALLATION INSTRUCTIONS S.w. 1/15/02 By Other. �� •'. waxen a�TE: • & FASTENER SCHEDULE ; srA1E Caulk Between Flange and Pre—Cost Sill C C. re •; ORI", W NONE ar 1 �;�. ......;:��_ 740/744 SINGLE HUNG ,.a'a=(CD _ ' EXTERIOR -ELEVATION ' ` ' fNST7 MI Home Products, Inc. 650 West Market St. P.O. Box 370 (717) 365-3300 • " • Gratz, PA 17030-0370 (717) 362-7025 Fax 740/744 SINGLE HUNGRICTURE WINDOW MULLION INSTRUCTIONS WITH DESIGN LOAD CAPACITIES (ON BACK) • V43 Vertical/Nail Fin • H43 Horizontal/Nail Fin • V83 Vertical/Flange • H83 Horizontal/Flange • Self-Stacking Sill - Fin • V83 Used Horizontally - Flange 4 STRUCTURAL VERTICAL MULLION #M - 1948 — Nail fin type — 7 Foot NOTE: THIS MULLION IS FOR 7' TALL UNITS (AND 6' TALL UNITS WHEN HIGHER DP's ARE REQUIRED) Step 1. Strip fins from windows where mulls are to be used, SH Step 2. Apply a bead of caulk in the mull to seal against window jambs. 7 4 O 374O I Step 3. Place windows and mullions together as shown below. Step 4. The single hung jamb has an exterior track (screen area — bottom half of window) and an interior track (operating sash — upper half of window). In these areas only, drill 1/8" pilot holes through the jambs into the mullion, then re—drill the jambs only with 3/16" clearance holes. Holes should be spaced evenly not to exceed 18". Step 5. Attach windows to mullion using #8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To ovoid jamb distortion, do not overtighten screws. Step 6. The gap between window jambs at the top must be flashed and caulked and preferably be covered by construction / overhang to prevent water leakage. A 3" long black plastic flashing clip which clips on the top edge of the nail fin is provided to help close this gap. Use ample sealant under and on the edges of this clip. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #12 x 1 1/2" screws for structural integrity. NOTE: FACTORY TWINNED UNITS ARE FURNISHED WITH A FULL LENGTH ALUMINUM DRIP CAP. THIS IS AVAILABLE AS AN OPTION: SPECIFY "SECT5769" AND LENGTH SHOWN ON INSTRUCTION SHEET # MULLV438. 1 1/4" -- Caulk full length (2 places) # S x 3/4" sheet metal screws . 3/16" Clearance Holes (Field Drilled) O Extortor _ MULL rn n n p M-1948 (reference) = I c — e LIJ U C> 1�g DRIVE HOLES (MULLION) _ - 3 " CLEARANCE HALES`:(JAMBS)_ z ti J - - M _ Mq 11yylAl NOTE: \ eel DESIGN PRESSURE CAPACITY OF THIS INSTALLATION METHOD _ WILL VARY IN EACH SPECIFIC APPIJCATION, DUE TO SPA y M I Home Products / BetterBilt -- _ _ '= SPACING R LOAD, ADpiIONAL ANCHORS MAY @E REQUIRED. o! NOTE: This is NOT an original(stamped) document. Please refer to Section "4501455!6501850 Mull Instr&DP Charts" for the original. MI HOME PRODUCTS VERTICAL MULLION UNIFORM LOAD CAPACITIES FOR ALUMINUM MULLION, PART H83 (SECT 5765), M-1948 & CM-65051 COMPARATIVE CHART IN UNIFORM PRESSURE- PSF WDW WTH. MULL SPAN 24.000 30.000 36.000 37.000 42.000 48.000 V 72.000 164 138 121 119 110 102 84.000 103 86 75 73 67 62 90.000 83 69 60 59 53 49 CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION(DIE NO.:H83,M-1948&CM-65051) READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW IN A SINGLE OPENING,NOT THE OVERALL WINDOW OPENING WIDTH. UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE OPENING.CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING,PROVIDED WINDOW WIDTH AND MULLION SPAN ARE NOT EXCEEDED. Dmax=L/175 INSTALLATION OF MULLION:MULLION MUST BE ANCHORED TO SUBSTRATE AT EACH END. CONNECTION MUST BE DESIGNED TO ADEQUATELY TRANSFER LOAD TO THEST_P,,WCTURE.SEE MANUFACTURER MULLION INSTALLATION DETAILS. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE. SUITE 6 CA030053 WINTER PARK,FLORIDA 32789 12- b-03 PHONE 407 622-6334/FAX 407 622-0335 ��`, 03-0217 i STRUCTURAL. VERTICAL MULL # SECT 5765 — for 7' Tall Flange Units NOTE: THIS MULLION IS FOR 7' TALL UNITS (AND 6' TALL UNITS WHEN HIGHER DP's ARE REQUIRED) Step I. Caulk inside mull as shown to seal frame jambs. PJ Step 2. Place windows and mullions together as shown below. 740 3740 SH Step 3. Using the pre—punched installation holes in window jambs as a drill guide, drill 1/8" holes into mullions. Step 4. Attach windows to mullion using # 8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Use four screws per jamb with 18" maximum spacing. Step 5. Caulk any voids to prevent any leakage. Step 6. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #12 x 1 1/2" screws for structural integrity. 125 3/16" Clearance Holes # 8 X 3/4., sheet metal screws — Caulk under Fin (2 places) (Field Drilled) -- o Exterlor - 0 Aix LI *I —< ✓ r DRIVE HOLES (DRILLED) _ PRE—PUNCHED JAMB, HO+ S SECT5765 (H83 USED VERTICALLY) r IC IIIA E�).GC� - _-_- - -- NOTE. r --- -- - - DESIGN PRESSURE CAPACITY OF THIS INSTALLATION METHOD 1.125 ___yJ yALL VARY IN EACH SPECIFIC APPLICATION. DUE To SPAN. u i u�..,., Products / 8etter8ilt SPACING, h LOAD. ADDITIONAL ANCHORS MAY BE REQUIRED. c NOTE: This is NOT an original(stamped) document. Please refer to Section "450/455/650/850 Mull Instr&DP Charts for the original. MI HOME PRODUCTS VERTICAL MULLION UNIFORM LOAD CAPACITIES FOR ALUMINUM MULLION, PART H83 (SECT 5765), M-1948 & CM-65051 COMPARATIVE CHART IN UNIFORM PRESSURE - PSF WDW.WTH. > MULL SPAN 24.000 30.000 36.000 37.000 42.000 48.000 V 72.000 164 138 121 119 110 102 84.000 103 86 75 73 67 62 90.000 83 69 60 59 53 49 CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION(DIE NO.:H83,M-1948&CM-65051) READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NOT THE OVERALL WINDOW OPENING WIDTH. UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE OPENING.CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING,PROVIDED WINDOW WIDTH AND MULLION SPAN ARE NOT EXCEEDED. Dmax=L/175 INSTALLATION OF MULLION:MULLION MUST BE ANCHORED TO SUBSTRATE AT EACH END. CONNECTION MUST BE DESIGNED TO ADEQUATELY TRANSFER LOAD TO THE STRUCTURE.SEE MANUFACTURER MULLION INSTALLATION DETAILS. aU1L01NG FI_A;tSv PREPARED BY: l PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE. SUITE 6 CA030053 n_�ir�r p> nr WINTER PARK, FLORIDA 32789 RU �t,�'i` i r" `= 12-Feb-03 I �f PHONE 407 622-6334/FAX 407 622-6335 ;_ 03-0217 THIS Building ° Zonu7g In:;:��:,.��;� • �,•� a•- , - - Examiner ature — "STRUCTURAL" VERTICAL MULLION - Nall fin Series V43 type NOTE: If adding a transom, roundhead, etc., saw 1/4" off the top of the mull before joining units and refer to horizontal mull instruction sheet #MULLH43A. Step 1. Strip fins from windows where mulls are to be used. Stop 2. Apply a bead of caulk in the mull to seal against window jambs. 740/744 Step 3. Place windows and mullions together as shown below. Step 4. The single hung jamb has an exterior track (screen area — bottom half of window) and an interior track (operating sash — upper half of window). In these areas only, drill 1/8" pilot holes through the jambs into the mullion, then re—drill the jambs only with 3/16" clearance holes. Holes should be spaced evenly on approximately 12" to 16" centers. Step 5. Attach windows to mullion using #8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 6. The gap between window jambs at the top must be flashed and caulked and preferably be covered by construction / overhang to prevent water leakage. A 3" long black plastic flashing clip which clips on the top edge of the nail fin is provided to help close this gap. Use ample sealant under and on the edges of this clip. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. NOTE: FACTORY TWINNED UNITS ARE FURNISHED WITH A FULL LENGTH DRIP CAP. THIS IS AVAILABLE AS AN OPTION — SPECIFY "SECT5769" AND LENGTH SHOWN ON INSTRUCTION SHEET # MULLV438. 3/16•' Clearance Holes CAUTION, This mullion Is one Inch wider than the (Field Drilled) J Series 543 mull which took up 1/4' between units. ADJUST THE WIDTH OF ROUGH OPENINGS AND STACK-ON SERIES No. 05X WINDOWS ACCORDINGLY # 8 x 3/4" sheet metal screws 1 1/4" Caulk full length (2 places) �Q� + CD Exterior Sect5766 (reference) J . ... _ ............................ NOTE: SEE REVERSE SIDE FOR +/e" DRIVE HOLES (MULLION) - �/6 CLEARANCE HOLES (JAMBS) FASTENING REQUIREMENTS. 3 � Suries "STRUCTURAL,. HORIZOru nw, .- NOTE: If you are stacking a single unit over another single unit, such as a roundhead over a single hung, NO Hom �_ IMPORTANT I Before you begin, 1/4" must be sawed off the top end of the V43 vertical mullion before the lower windows --� are twinned. Follow all steps on V43 vertical mull instruction sheet #MULLV43A first. Continuous head & sill units do not require this. tT-i Note: • Overall length of mull is to be the some as the overall frame to frame dimension of the mulled units below, including the vertical mull. EXAMPLE: For twin 3'--O" mull length will be 35 1/4" window -+- 1 114' mull -+- 35 1/4" window = 71 3/4". Step 1. Strip fins from head of windows to be mounted below transom. Step 2. Apply a full length bead of caulk in the groove on the bottom side of the mull. Step 3. Place windows and mulls together as shown below. Note: This mullion can be installed with the hollow portion facing inside (shown) or outside, depending on the construction or personal preference. Care must be taken not to disturb the caulk line. Step 4.With a 1/8" drill bit, pre-drill down through the sill of the transom (top window) into the mull. Fasten with #8 x 3/4" sheet metal screws (not included). Step 5.Again with the 1/8" drill, drill up through the heads of the lower units into the mull. Re-drill heads of lower unit with 3/16". drill and fasten with #8 x 3/4" .sheet metal screws. Step 6. The vertical mull "telescopes" 3/8" into the underside of the horizontal mull to lock it in place structurally. To fasten, drill a 1/8" hole, centered on the "V" groove, through the horizontal mull and vertical mull. Re-drill the horizontal mull only with 3/16" bit and fasten with screw. For best appearance, countersink and use a flothead screw. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tabs pointing up and down. Fasten each clip tab to construction with two #10 .X 1 1/2" screws for structural integrity. Exterior PRE-PUNCHED HOLES IN SILL 4 M` 740/714J 1/8" DRIVE HOLES (DRILLED) .................. ................ n SAW 1/4„OFF VERTICAL MULL 3/8 Sect5767 { ' BEFORE TWINNING (reference) CAULK > _: FACE SCREW - Yi6„ CLEARANCE HOLES ° �'�e” CLEARANCE' HOLES. (DRILLED) (FIELD DRILLED) Vertical Mull IN SINGLE HUNG HEADS NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. S erg V "STRUCTURAL" VERTICAL MULLION - Florida Flange es Step 1. Caulk inside mull as shown to seal frame jambs. (740/7j4j Step 2. Place windows and mullions together as shown below. Step 3. Using the pre—punched installation holes in window jambs as a drill guide, drill 1/8" holes into mullions. Step 4. Attach windows to mullion using # 8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 5. Caulk any voids to prevent any leakage. Step 6. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. 3/16" Clearance Holes i (Field Drilled) Note: Each mull adds 1/8". Exterior .125 0 # 8 X 3/4" sheet metal screws Caulk (2 places) 0 SECT5764 co _ > ..1 I NOTE: SEE REVERSE SIEGE FOR � '/8" DRIVE HOLES (DRILLED) 1.125 —�( PRE—PUNCHED JAMB HOLES FASTENING REQUIREMENTS. I K• � Series H "STRUCTURAL" HORIZONTAL MULLION - Florida Flange 9 NOTES: If you are stacking a single unit over another single unit, such as a roundhead over a single hung, the Series V83 Mull Kit (which is the vertical mull normally used to twin units) is sufficient and can be used horizontally. Specify length when ordering. Overall length of horizontal mull is to be the some length as the overall flange to flange width of the mulled units below, including the vertical mull. EXAMPLE: For twin "Two Wide", Mull will be 37" + 1/8" + 37" = 74 1/8" Step 1. On lower units, follow twinning instructions shown on sheet # MULLV83A. Step 2. Position horizontal mull on top of twinned units as shown below. With 1/8" drill, drill up through pre—punched holes in the single hung heads into the mull. Before attaching with #8 x 3/4" screws (not included), run a full length bead of caulk in area shown. Step 3. Position top unit on top of mull and drill 1/8" holes, in position shown, on some centers as lower unit. With 3/16" drill, re—drill holes in sill only and fasten with screws. Step 4. For fastening the vertical mull to the horizontal mull, "face screws" can be added to the 1/2" tab on the vertical mull. Use 1/8" drill bit as described above. For best appearance, countersink the holes and use flathead screws. Step 5. Before lifting into rough opening, Drill two holes in each clip and insert into each end of mull as shown below with tabs pointing to up and down. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. 9/16" _ „ x'40/744 Exterior I 3/t6 CLEARANCE HOLES IN SILL Ext , (DRILLED) 1/e" DRIVE HOLES (DRILLED) I 0 1} I i Sect5765 CAULK (reference) I I _ 1 / , FACE SCREW I u 1/e" DRIVE HOLES o ii Q (DRILLED) Series V83 / 00 VERTICAL MULL L 7 ,3/16" Clearance Holes T_ PRE—PUNCHED HOLES o IN SINGLE HUNG HEADS (Field Drilled) I NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. --,--� x INGLE HUNG SERJES 7 U OVER RT P W i N oW B E M ACN. SCRw R p AGK #8'3p8_165� 6 pE 4„ D1 P 6 pER p AGK FiE�O DRHUNG1NEAD S1NG\'E ee�DOSP FRAME S\�L SERIES N\3NG FRAME DEAD • #$,32 iN E AND REMG�E F 4 D\P NGI ES E WI(N �N\F AND pRi�1- I� , .• REMGVE FiN N Aid F1N Pj BNS P NG (GENDERED}•` PS GI}IDE, MARK OX � pER F001 SCGRE AND G FRAME NEADGp GF SING\'E NDN W FRAME SW � G AppR DQ A8 �E�• GRE 51NGV-E HU Y W\NDOw GN ED \N SPF-G\NO" S pRpViD�� (5� ACT 11¢ C y� S�CA�(E SPEC\p,�� D I�gEES pRpU1D MAC�IN� Soo SCREW. WINDOW AND SUB 2�• G pREyPDNCH 2 FEPTNVSD#g-32 O' w\NDGW. � T OF OLX W ACK, DS\N CN \3S\N� #g oFF EXCES NE CGM? ESE NUOW FRAME G ITo TTT NEIGH SCREWS FROM P j5005 PFjDES\RED OR�NED \N\AS AS o OF THE 05X OF SINGLE NUN HE ADDITIONAL \NSTPL`- CGMg IT OUT THE END AQ TTT HEIGHT SIMPLY DISCARD- SLIDING 5� SLIDING T ' MINUS SI S: NAILING FIN BY STACKED HEIGHT SIZE) N SCREW RACK NOTES: TE OVERAGE CALL SIZE (ANO NUTSERTS . TO CA TTUNEi-HI is MACHINE SCREWS . THE _ ),a-32 M Se'ries V HORIZONTAL MULLION for SINGLE UNITS - Florida Flange 9 165 740/744 NOTE: LENGTHS FOR STANDARD WIDTH UNITS ARE 191/8", 261/2", 37", AND 531/8". Step 1. Position horizontal mull on top of lower unit as shown below. With 1/8" drill, drill up through pre—punched holes in the single hung heads into the mull. Before attaching with #8 x 3/4" screws (not included), run a full length bead of caulk in area shown. Step Z. Position top unit on top of mull and drill 1/8" holes, in position shown, on some centers as lower unit. With 3/16" drill, re—drill holes in sill only and fasten with screws. Step 3. Before lifting into rough opening, Drill two holes in each clip #SECT5795 and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. Exterior �! 9/16 . 3/te" CLEARANCE HOLES IN SILL (DRILLED) /a" DRIVE HOLES (DRILLED) >> CAULK Sect5764 m . i/8" DRIVE HOLES / . (DRILLED) 3/16 Cleordnce• Holes (Field Drilled) PRE—PUNCHED HOLES m rq IN SINGLE HUNG HEADS �— Sect5795 (Ref.) Ib J _J M.1. DOME PRODUCTS NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. 1 Joao w yy V'""7Cr QTS at { a`f(X 'b >:eF b l ",fir; `}t j _'� •7,� �,�� 4 \ � � ��:t-T� S^� to Bloc colvc�e Buck Requirements Bucks must be attached to transfer the load to the substrate. • Bucks.: must extend inward beyond the interior lip. of thewindow providing full support. Continued Tapered bucks shall extend beyond, the interior face of the window and door frame such that full .support of the frame is provided. Shims shall -be made of materials capable of sustaining applicable loads,' Iocated and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from the window or door ,. frame assembly to the secured wood buck. Sea 1707.4.4.2 oop �aS 1 — , a aC Ova& ac f G'� !s �bM'�b� (' /Q „08 �;,��. '"°�, ��'��vlN► hbr►7au4 � Z��,a} J Z "�5 �i�Z av►d►�„� ,fes x2 -)P) Al"I 1 T--,I>qNldo1�oid --- vv i Jb , �yl�?jS •�01J ic? )tll. J000 .s0J13-}$'0 �4 Y,, 11�0b1M f YI 1p?40*0 1 �fi"Z1� �JroM.►oa p MoyVi Jb2 8 � ll 11 0 100 JO ��S+no �SlXa anui�woo 11►M J00�O h17q 0� P°v ` �o Ate`'�xl \ t rr f ti rrr ,r J �f,r t rrr q r rN rrr A ,r r 1 Oct 01a- C115 19: J&11 Colastal Glaiss D1 5t, Gass Load Resistance Report. .'nation Proiect DIll El S jppctil- e S;dem Lite [Amensions: Vq i't t h: 3 9.0 in. 7 Giass Construction Nominal Lite Thickness. 1,'4 in. Short Load puratipLi, APPROVED _E�a§j6tmcl r Pat.-p CITY OF ATLAH1113 6EACH '7 BUILDING OFFICE Load !-- 3 rr;c.): I.-ad Reztlfi�,Om > 210 psf OCT 0 5 2005 Approximate center of g!ass deflection: 0,20 in, C�onci uskc.r Based can/ il your desiqn Information,the load resiztaree is greater than or il t-.v, aide'�qizzlfied Iaa;:lng. P1CF,ej'u-,1S C!!-Wad il 'rig,'Os""!ince of his wiridowgiass are ir,accordance with ASTM F1330-C? T if!N',1 i%frhl?of VAQF end liXf4c'.Jernave A PrtC4t,iv0,.OtC to otior1rine$Cat rosisia.nil for rt<.Iarlgo!a*glass u,Rpm�li 04 that am 00"'i"ur,,A i,:,tjj r',ften air, ru i, Supportal tmae 4S44eS, v. Cc rmnuously sqpnoriod morl;vwu paiuj:c;edges,and .1, Cordinuoisly surpor-ol wong ons*c1p 7ho Y'twve.5tif;165 l Q'` t.i6[t,Wla ll isRw4,ii The S-Ofneal;w m wxS t, v",11f,-is 9,1,ce 1"0 DO J'Volpo 0 a,;m(k,c.av jr 184,'i'gE i 'MIST..Zel'ONaa d a��f.0 fAr 01hR1j1mfi,,i mn&rn A Phar rns-Y apply,rete'hAmdrn q of A",rfa"130T w,' '),xi 5 jer'so f7r'de-., Nillilhor-SOG par PCW--Z%.wa-le*!iind v�dl(J'Slovi ovy fV vy -it"Ifs rela!4,T;�0 to us,��f!el V"'tri:!0 1�'!J�s C-1r,-.r S&Wlm P�,;rvm l end PGNC eVsdaim.any liability frr any ptireDna;-ijun,cr any loss o,dmrneti,of any km&, indurling All ild MOCL,SWA41,cr=,15,quor"Jed dep"atQ4,5 wild ao tae&ou'of F,,raia:ing"i 0,d use of Lw'A,oa,Y filers C eml,n.0002 SQFwer P,,Wrom, Prepared by P on 1 *2005 f � � �0>$��TECON Window Glass Oesigr, 2002- Version (1.11 Copyright']2002 SOG. Inc. Page I of 1 Lll^t 94 05 10: 39a Coastal Glass Dist. 843-552-4907 P. 3 Glass Load Resistance Report Octobei 4, 2,005 GlaziMinformation PLO vwt getalils Edqe Su port 4 S!'des prcject Name: Glazing Arig!e: 90' Project Location: Lite Dimens;ons, C",rrents: Wath: 309.0 in x Height: 72.0 in. Glass Construction Single Glazed Lite ( Fully Tempered Nominal L:Ite Thickness: 114 ir. Short Load DiLiration, Resistance, and Deflection Data Load (—3 sec.): 715,0 psf Load Resistance 178 ps' Approximate center of glass deflecti4ri-, 0.69 in, Conclusion Based on your design information, the load resistance is greater than or equal to the specified loading. -------------- Proc,ai followed ir date irmining the resist arce of this w,riil glass are in a^,=rcance*ith ASTA4 E1300-W2 Disclaimer,. ,ir,sot.,are^an be used iL crate-mr,Its Iftian rss,stbirra of sc,3wea giw typos exposed to irjf,;rr ini .nNo Of shoo Or long Q1,ra Aor sub'Gici to:tie IQNOwIng •Tj9 ja-s is free of edge and ii,rsco dvirlais and has been properlyitil ir the olaiii i-,corawnarord wish the riarufactu,tirs ozinninterwatil rrDeeavas exist It,1werriat load iet1st3"'C',fMr rava,cula,Vass Assemblies LNI tire. s. C:r.,vmuousiy SuOporkti niong a!for frc9as, b Slipoortad along:eras tinges, c. C."t 11011liv s,pi:iwted ai twc nvabi iii and CC llf:uOuii SUPPM(lod along o,,a ujo Tne softAqo user no,the nasporslbiliiV W il!,!a tori r-xmduraq N,:nq required apri;Catori,freri s,n,�a, Tne Offirees of.merniiiii 1 stip'n�lting any Maas edge than ba that 'ietli Ilac,redgelr 38110rt,rMs al not 4.088cl(J175, xti L di* that le:,iol-1 of fl-,-5upponed adve Fcr ether hinting cor�:inri that Tay apply neftr,c Smqo,54 AS71A E)",10 sid ovs;iou!': g Codes 1,14,fter SDC iv,PrV.r,jua,sraes all Sai dicciiscis any 189pori for wry,It-ii'll"u1ilf(66L Its r,;it tha use ot'tie V,`indow Glass Dei s0tware Pro;-am SDG and PGIAC:d;soa,m ary liability for any pa-sural irpi of any IoRs or tarmag,of as;kine,!Mclid,11C oil indirect,aper,.-'aj.*1 consequential darni and Qi prallim Gri"Of Or`00,09 to the use of in(-/Viridow Glass 0&si#n;CI02 Siftnvaie Prvg,ai Prepared by: U, on 1014f200C APPROVED i� -46rA'l CITY OF ATLANTIC BEACH BUILDING OFFICE OCT 05 2005 00 1Z BY: -LL �_ JoCnlTr r0py Wirdow II Design 2001. - Version [,;,1] Copyri,, Qht W2002 SDI Inc. Page I of oma- %'�j - ��i kn 1i _ ch Ft ' � t i a z ,. fj • _, n Irl ,, f yy, 4 zz A.f it xb N P tt e- V\42f T i ,rrw �ae,t e ,r r i u , .+�..#+..++..+..�+ s k `R �,, � ..:�«!«�xc»r,..,:, �' ~�w.�.,..�w � *,..,• s N`S�,w+#.+.«+�d4 �} �L�� # v �F...,.�.«w».., ...•.n✓<....r..a.,.a+w`nw .ww.r.w.w.»..«.,++r.�+�F+rw.+ }► i!" N a 9 v4 CITY OF ATLANTIC BEACH Cc: BUILDING I ZONING DEPARTMENT D. Ford ns y 800 Seminole Road o Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.ns PLAN REVIEW COMMENTS Permit Application# �3-7" Property Address: 70 JI A V-Pocr _RCL Applicant: i4 Project: Tdtb l'la!✓, 1 S �A /✓ This permit application has been: � J/ C)S- 1!a A roved (�12'` o r A-"- PP Reviewed and the following items nee on: -- 07 r << U4_ `` C-c9 2 o� Please re-submit your application when these items have been completed. Reviewed By: Date: 7q ZO D P Date Contractor Notified: 4r & 1low CITY OF ATLANTIC BEACH ��1 1 WINDOWS, SKYLTG E DOORS, N,, HUTTERS (� 1 . �I)late: Please submit(2)complete sets of plans with application. Job Address: z U ate. Owner: Address: l=Lf: 0,t Lr'((L !"1 r,�. Phone: Legal Description: Block Number: ` 7 Lot Number: '" 4 Zoning District: y Contractor: t�d rJ A '� 6�r4S.S �'�r,�(�J' State License Number: -4- Nb3G Address: D000 er Phone: '22- j�1- ,fir s' City: �a.1'�tG ►,�c�c.�,�. State: Zip: 3 Z�� Fax: �' Z '�'- .s Describe proposed use and work to be done: S � .pn #Ot-X t �l 4 i �lel � � YL t..' JK'� •'a��{rf Present use of land or building(s): &'k" Valuation of proposed construction: `7 �©C), Is approval of Homeowner's Association or other private entity required? Jl6 If yes,please submit with this application. Required Building Data: Mean Roof Height 7 2- (ft) Building Width, (ft) Building Length /Gtr (ft) Roof Slope Window Height (ft) Window Width Window Elevation from Grade J (ft) Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fag: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/27/03 + a Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type r 4. Garage Door Description/Type SEP, 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all' rovidedjw# is applicatio 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 Signature of Contractor: �/�'� _ Date: _ —05 Address and contact information of person to receive all correspondence regarding this application(please print). Name: 1Q �!"lSTellSOe. Q Mailing Address: 52_ W. 3" .S f A0,4L itr I�Gt,_ — 3 7U dD —Fax: Zi4/-6-50i Telephone: t get/ / L • /�C'f AS TO OWNER: Sworn to and subscribed before me this day of 920 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/27/03 C15 1j:-!La ':3.; }PSi G1,�,5s Dist. Gass Load Resistance Report �ut�� l•=� ��v lazlF_a. in'tor"riatioli.n ._ __. Protect Da ails--�.._.�...�_._:� Lite Dimensions.- ;11113- Ltvidth; 39-C in. 0 rvt ti'r'es +V'r si`YS! C?' Gi-ss Onnstructioi-e Wcrninai Lite Thickness. V4 in. - Short Load SP.i, ail+t„D�i, Re3sist3ncg ,rd i"'��r^:`a r�"• ��►___ APPROVED CITY OF ATLANTIC LEACH .t.i ., BUILDING OFFICE :.� Reins• nce: >210 Psf OCT 0 5 2005 Approximate center of gl,ass dprlection: 0.29 in. Basad on your design information,the Baas resistance is greater than or e::31,.ar¢ t' ,-1cedzx,1s C!!—Hate, ,-1 'ne re;s '.,ance of this window Mass are in 3i=fdance witn ASTM F1330-(,'2, L:isala,::ea: ?'?;y na.Nwa,yi':dl'I DCS „ffd r,.datrtrnnrlr7n',ad fea,i(!t„W.6Y ei7e)GIii3.i Q:§fS i)'1D`99:C],739C$D UnlCra" •taf&i IGaas rit Si1bY!f:r Ifni':i.vv:an s,YMtct to h»'ailnvr!x3ccndiiinns: -Tls gia'Y it fr"of edge a!p^.so.ffM:7=m9Ae r!: b"ri nra^arl,;I n-d in the.nermq i'1 c4nior rAMi1 vni't�.®r-,an_�'saurers*ecerrnmtndations. PronAddr05 6a1!A to attermins bat ramstanca tot rec.!a.:Gu'A'ylaaS adman.„Ples that are: , doll'i Lucus y:;ur r"'sdF a aiG?O:ttt to tr Ec g 2e, b. CVrjmw"Ij supported tome wgfs, a. cc nnnuousiy 5opn-'rtac morg iw paralFei ecgas.And d. Coryinvously surpor'±+d song rine edge. .n*uilwnrn uim iw9 Mi.ias{onbi Aiiiy QP Wiiai:ly ih.Crdr3Li Or itedu0s{S.,t:a iSil Jii d9 ud'W i(.±:iuiY 1io,n iJ+u'rlfiw4r3. •',he vifte35 of mirz-.tr9',t pj'';Ik:S 111"'31tcS sit Ofl-?idlfq i%Y9',un!tp!C.^BQi,')od.'i:)yE f;l'!rr]�C12 arlii!1C: W113W-_e1'11M!'W 13'.,Uh Y!-r..11.,rIJE.J ror o•hat!imltinn mnd+rrc.n�•th*.ropy 2tfp;y,rarr,>•In Ssclinr G rt 4`i? E13(`6 tea ,).Vl 5,�)d nC cedes Msilhar q0 n:r P.IWU!a!Ian•sat-Ind 0dr d'sdsims tri rPs.r+n.;tiin,y F<-,r my p'.r,rvlM N11.11(!r9!Alir ;C.!a '"of fh•.L into+^v:a is r.,e':n-2CG:rycF7 ws,P-,:grs:h 6GG and P' MC r.'sdairr,eny liability ter any CM30r,011 injcry cr ary iris n•damage o4 any 16,,z W i xlino sit ind fact,speael,cr xnasnuennal damage±and tact prof'.*, srramg aa'of a,m;4ong'o Clio U3.or tilt:'h'uioaw Glass Gaaign•2YS'Sr+riwtrs ih.yram. Prepared by: '..s�"r,�t��r� ��...__ c�c� 10i4t2`0(A yJ is S' j Cr L_ ✓� Yl V 4- GZ/1 fC y 1 —e e r t,it7"L,.r�t WG4 i}�f-� c� ls12CJo Window Glass Desigr? 2002 - Version [1 1' Copyright O 20002 SQG, Inc. Page 1 of 1 Oct 04 05 10: 38a Coastal Glass Dist. 243 -552- 490? Glass Load Resistance Report Octobei-4, 2005 Glazin. 11riforriation Prciect Details Edcle Support 4 Sides P r c I e ct N arn e 1 Glazing Angie: 900 proje-vt Location: Lite Dimensiongr Comments: W:dth-. 39.0 in R X Height: 72.0 in. Glass Construction Single Glazed Lite f,--ufly Tempered Ncrrjinal Lite Thickness: 114 ir. Short Load Duration Resistance, and Deflection Date Load (—3 sec.): 75.0 psi Load Resistance: 178 psf Approximate center of glass deflectil-n: 0,69 in, Conclusion Based on your design information, the load resistance is greater than or equal to the specified loading. $ratemgn C L-qpj��,,jce Procadvas folfawed in datermiriing tm resistance of this wridow glass are in ac=rdance with ASTMI E1300-02, Disclalmerr ,NScLtlary CAr:be oved to dakenn'tVA one Inget glei65-jpas t-tiitsecl to%ei 4rr,Miami :.a •Tna,crass is free of edge and w,"Sele dAmalle and hos boon rii opadv giazed if the waniryj in cj3domiance wi(ti the marwracturem tozjimnon.-stions. P"t*ov,&L"sskto jo-err.ine iced ievswce?cr Mess asa4miaiies trial re: s. i:niirnuousty supportad along M I four"gas, b Continuously supported along ta109 6096%, c. —Pauned alirQ i.c ysafwl&does,and C: Co Ul!Vowsiy SU000nad along;P-,n 01W, T,o sottweno user nag the resPorsibilitV cf Selecting!no=rracj peV;udunaR ir'v xq mq%.ivsd aociiasiico tram the T,v 01 frees of."mitiom,svpPLvtng Any 91486 adon shall ba!uffgtanl that u:icv tawan load,edge JaII&M ems stall not ftasol 1,A75, 'A"14 L wi*tas that lorqv,dl tgi suipconed eq- Frx rthat firMN cor,:itionq ihat irsir apply rarer•c S#ovan 5oiA371A Eli M 1.1d!fiva; codes. No4flAr SOC no,PAMC aual'arts As aid saw,ditciai anv is iponsibilkV for aFW panituiv reaOts,alat.ng to Ile us a at ste Window Glass Oesi6ir-.2UO2 Sotlivare,Pro g-am. 83G and RGlAC.ftcctain�any lianility for any oe-scral 1pjury of any loss ni,damage of ew tuns,vricluding all ovirem,spec,,u.or consequential dame;Bs and!061 profit.. arising cwt,)t or'Cla';ea to the use at the 0411 Glass Des'71443C2 sletwaT't Prc,tta r. Prepared by: on 1014/2005 APPROVED 0 1AJ.Vt 'pro v CITY OF ATLANTIC BEACH BUILDING OFFICE OCT 0 5 2005 BY: Wirdow Glass Dezign 2002 - Version [41.11 Ccpyright CIO 2002 SCG, inc. Page I at r'4A6"'T"" vt Vb gg v �'. .''..-� - _: j.. .. - ;: - o� ,-. '-:_. ... .: T_ .—_--.__., rte' --�r,. —r,—ra-•.•..�^r)T�,..,�.—��:.:.' .--w c�--� �� .4�:�� r'� �6 +�� , L+e iOW, AT 0 �' sew 4 /� fi S PAjq h).1�L� , r IF : y , C, ! S _ �>, � -+7.rS. F�':+,� '�' �..'•�.+;..*ny dc;k �� rt �' ,�� r fr g§^^.:Nt �:. �+.r--+.-+a^'•roh ,�;. r �,r�'lit to r} 4�:•r •y '_ r 1 mak,! i 1 i" J. c �'4x:fs�z ar:r S` ( t IR NIL L , J 1 : 7jk , i xv 'A& ¢,}r a�wl�R�x ~Q� T (• x � , .r t�- s^', '�'y u � h�,�3-�a *{ ;ars' �+�':rfi ��i JJJJJ''''',,,,,,,,,,�� {. �'��'.1'. � �w,........ �.. ��, e� ice'^,'-. � ��.e •.�. �e,�nf{�,�' s u au ray � X 9 1 ; `�y „ 1, s 1 { ��? jam•' J y K J y) •i '[ �. � '�-..v{... ..Gt'x;+„} � 7,.i� +4++w .ems.wak°- r �.&!M' N ,�'��'� t� �j Y ,/' ,..... ..faa.+rw,•+�+�� :,�.. r .,i..w aw..�x•1. ',j vd }+-�w+.•..4«+..4.• �.�i., :.r...w..+.ntw.� 7rv�'y"'y+'y'".{y.�,4 {1 pt �y,a,� t p'.I,.5 dS j e1 x� C S Y f �.. .,.....:.«x,< �vw+wr+i.4n.•r-F�,...a.Y.w�i i .-s b�F �+... »w 1M.:�.+rf f %# "^^°'� Y++.,,... � Y� �+e"in �.+++•�Nar;�rY� 41 i. tl •,«,...,._...,o «...r..e.. ..«.,...R •...w......-.....i....«.««....s....:1....:_.�.:+.�:. t...�Ii{ 'i j e 4 ,,,a.,.,,, , 12 OET..A4.6 BASIC FRAMING DET.AjL.S(GE-i14TE-�R-CutrAde Glazid) 03-0" A34 % 4. 2 I .3 MIME ELEYAMON !J NUMDK_R KIRYND•I'O O UMI,.-t wrr 1;J SCREW SPLINE $HEAR BLOQK STICK .a C'tX11C�11��7�,✓U_k5p•Sw ffistr�AD;iP CAD 0442Re7A_Vv„d,'�.4��G�:B�-CAD,2ip C.ADDeW1s-TF—VG,,.46p••�Hgt4G4c+14r•-CA��xo �r�so•r.,rar,�� r60•L'R-90. ,,a50.cG•On� 7v� � .a50•rW�U1 r' "s;l•CG-002 .,ti � � ,i;f� �� '� 'i t Is a pQ; • I 'i Q 1 i•” .r m m a JAMS VFATICA4 JM13 VERTICAL JAMB VEFITICAL HIM �� HEADEE�ACt ! asi.vC.rAb -• �w ti a ��' -Id.'+Q•CG'1706 I: L$a�rf:.•7U..1 ,:,+�c,a-G.� '�� txl.[jpiJ:O',q r '� t r a x ` , �,�•asaca obe MORIZQNTAL HORSZDttTAI. H+�Rl Ql�tllf. 77. � i,, a `ar �+:,aca-�. ,ar••ssa•c��u�T nso�CO-0� 1 , t .�. ..; L r a X00-Sa••C01 1'! _ , . Ia�GC-bL'7 U,1.1,1 3$4I, L `-r`II.S.51� .. 4�8-737 4tl.1 fXii• E c�1.tt9.fOR i aF n :.sem.__.. ._...�...-.. "Sao PSG*14#pr Qpticral Wi h. A ',See gage 14 tRr ppikyer High Performance mashing. P4rIOMWCB Fimbing. t 56 TRIFAB4A VG 450 JANUARY,20M ti.... CHAFrrs WfNt]LOA CHAFt7A IGEN R; EC-970W-01 Mullions are Oeslpned for deflection tifnitatlai-A in amerdatice with>aAMA TSI4I�a1 S of L'\175 up to 5ann L1240 4.114"above 13.B'. 'imse curet are for mulwons WITH and WITHOUT faO"IZONT'AL3 a«d sre based nn pretsse wQi`tesrirlg L-81WIstims'or Vim anti defiecxton, Ail4wahia wtndtpgd=NO 10f ALUMINUM 15,142 P.$,1.(104 MPa),FORMEta STEEL aQ,000 P.S.I (207 MPa),STEEL 5AR 20.000 P.S.I.(138 Mpa). .. r Charted imimm in all cc4as, ars tw the Wiling viatue. gor spe"s!wstibtts not owaktod by these wms,ronW,,,dour Kaw war rsproswauva for additiona?Wotrnafan, NOTE: it the end raacticn W,the m4 ion(mulVer.%Pacing(1t.)limas hiight(ft.t tlrnsic specified wlndioad(psf)owdec t:y two)Is.rnofs than 600 lbs..ma apilonal Mpf ion Anchors mok km used.Consult Appliaatlon Ehglnstrin¢(Wlkor,Anchor nor UA*d With Ughtwrei6i d Razeptbr.) n A is 15 POP (720 Pa) 8'- 4 a 20 PsF (90 Pa) >t C y 2s PSF (122 Pa) WrM HORIZOWALS 0:30 F9F (1440 Ps) 1WtT140LIT HORIZONTALS . WIDTH IN METERS E_40 PS (1920 Pa) a< W DTK IN METERS � ,5 t 1 v P •S 1 t.5 d �� 15 -r-•�-r-�T- to ,—�.- �-� K, 1d 14 , E; I A 12 1 r- 12 •-4 cc LU 11 3.3 9 � A?.!1 �.: o4-1 4St1-CG-oA I 6 i 9 —-•}�•--r � • 1.8 4,5{1-CG,402 s �.._.�..._.I--.�-- ,.3 4 1 2 3 4', 1 7 8 9w14"m(2141xinQ 1 2 3 4 g 6 T 5 WI011-1 IN FsEr WIDTH IN FEST WITH HQ,tV�IONTALS VATNOUT140F;RONTALS u ►N!QTH IN MEMRS t,_ WICIrk IN METR1`Is 3 1 1.5 Y S w 15 -�� 'ti � • 14 :a ' I A s 13 14 4 03 .r, - w 17 t G LU 1.1 Q3.S + 1p U8 r 10 F-3 A 75 tf �,•{5I 2.9 2 R !�II 7 , 7 � I i6(7-GtX-GOl e a 1.S 450-CG-002 g !i 4 WITH 450-110 STEEL a 1 2 3 1 3 6 s g r 2.809(120,67 x 104;- 1 $ 3 4 5 6 7 a Wi I IN FlrlwT 5„= 1.26a(21.11 x 1(f') v'ilon-i I'm FEET _ 1R..1,535(80.54 k !04) (18.37 x tt>�) Si1AA1r� e1 e0711994 29,46 , ep. e c) 5 1062. to :zap 15 561, 20 .998 y`. . 25 1.560 3 2.2446 -35 . 3.057 40 3.493 ._ 45 5.054 so 6.240 55 7,550 60 8.985 55 10.545 70 12.230 73 14.0 90 1.5.974 r"I• -i rf ��tf yc' 15 18.0.33 F 20.21,7 95 . .... -z �_.._.. __�......�..,_ 24,953k 105 27.51.0 115 33,009 ! .—^ -' it&4 -,120- ,....,.__- x25 39.OW v' 130 135 45.4.89 ''J140 48,921 c 145 52.478 150 56.160 155 59.960 160 63.897 165• 67.953 1.70 72.134 175 76.4410 1$0 80.870 185 85.425 F 190 90.105 5 94,910 . aciaF� 99U1t`1 BSfSri.inl rry •,�•� �•• 09/20/2005 21:31 9042410505 SURFSOURCE PAGE 02/02 • 5s T_R!F_ABOD VG 450 JANUARY,2MS CMARr$ WiNDI.CAD CHARTS(CENTER; EC-97903-01 Muftns are designed for deBeclian limimtlons In accrrdance w4ti AAMA TI`1•A11 of L%179 tip to 1::'•61 and LQ40+1/4*above 17.6'. 'tee curves are for mullons WITH and WITHOU`!40FVZONTALS And a7 ha%9d nn precise anghleafktq haJla9txls Ta-stress and deflection. Atbwabie Y&41CMd 9trM for Ai,L1MINUUI 15,152 P.S.I.(104 Mft,FORMED MEL 30000 P.S.I (21171000).STEEL 9A.R 20,000 P.S.I.(i?S WPa). ✓ Ghartod drrvos,in All Cg4m are 10(aw..fn*an,3,.�ttt@. For spez;Ai ailuarmwt not Coveted by trese corm,1101541111 your KAwnpor rt1pmsQr?Mth;Q TOP dddttional'ftrmnt:on, NOTE: it t%to end raWticn of the Mahlon(1nu151Qn tpaeirg(n.)Im"n919M(h.)&ftt 6p9Ntletd vhrw ad OZA efined by trio)ic rr om,,Tan 500 tbs.,the opmnal munior1 Anchura must tre OWL Consult Applicaflan FmCo Qe11ng.(Muh;A Andtor not used rdth bph+va�r'R Recep►or.) .Of It A e 18 PSF (720 NO g o eIt20PSF FBI t; C-26 P$F V ago Pa) , s WITH"ORMONTALS D=30 FVF (1440 Pis) WrHOUT HARIZONTAILS Iff WIDTH IN METERS f!=40 PSF (1940 Os) 4m WOTH!N MFrgP5 '91.1 S 5 1 , 1.3 :1 qt6 ¢¢ w 1A id 9.��i Mi w 12 r in a to I A3 ' Y i A ,�.". 10 1 2.G 117 �� 2.5LU Q S d'$1 .7 2 n t, e 450-CC-001 6 450-CO-002 s 1:21049(120.97 x Y(P) 1 2 3` 4 -5 C 7 8 !21.11x10I 1 z 3 d 5 » 7 9 MOTH IN FEET WOTH !N FELT WITH HORIZONTALS WfT C)UT IjOFv=NrALS ►NtOTM IN METERS �•y WIDTH IN METERS s 1 1.5 2 -•�-• � .. is . � I 44 -Al » , to r a I- 12 -- B I 3a u+ O 1' + n3a! to leg s a � 2.6 � •�;.� H � e z.5 W G7 7 7 z a z S 1.5 490-CG-002 5 b vet .-. WITH 450-110 STEEL o �� F t i 3 8 6 7 p to=2.699(120.67 x 10'; t a 3 •F 5 6 7 9 WI Irl F'FF'i 3, 1288(21.11 x tor) v/IDT!4 1:V PEET _ Ip 1.935(80,1s4 Sn 0.938(13.37 x 1 W) - 1OOM 499TD 090-- lld TTV .'.TlR+QRU+►rtw vv� wr-•or. nnn+:w�.an �r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025259 Date 12/12/02 Property Address . . . . . . 270 MAYPORT RD Tenant nbr, name . . . . . . SKATE FACILITY Application description . . . COMMERCIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45423 Owner Contractor ------------------------ ------------------------ SKATELAB OWNER 270 MAYPORT ROAD ATLANTIC BEACH FL 32233 (904) 249-2529 ---------------------------------------------------------------------------- Permit . . . . . . W/W/O BUILDING PERMIT Additional desc . . FEE DOUBLED/BUILT BEF. PERMIT Permit Fee . . . . 520 .00 Plan Check Fee 260 . 00 Issue Date . . . . Valuation . . . . 45423 ---------------------------------------------------------------------------- Special Notes and Comments OUTDOOR SKATE FACILITY .AND INTERIOR REMODEL PER PLANS Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 520 . 00 520 .00 .00 . 00 Plan Check Total 260 . 00 260 . 00 . 00 . 00 Grand Total 780 . 00 780 . 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 WHI ARE PART OF THIS PE AN SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C. - rt_ BUILDING OFFICIAL 1RRC-FTVFD DEC 0 2 2002 BY: INDOOR SKATEPARI 16 west 3rd. St. Atlantic Beach Florida 32233 PH * 249-2529, - www.Skatelab.com Attn: City of Atlantic Beach Operational General Description of Skatelab of Florida Skatelab of Florida is an indoor skate park designed for the recreational use and training for skateboarding and inline rollerskating. The park has a variety of ramps and obstacles for all ages and skill levels. It is open to the public, but participants have to become a member of Skatelab before they utilize the skating facilities (as like a gym). A yearly or daily membership fee and a waiver form, signed by an adult, are the two initial requirements needed to join. Following our rules and regulations (safety equipment& etiquette) are the operational requirements to remain a member. In consideration of our cliental being of a younger nature, the park was designed with two things in mind, safety and fun. We felt that if it were safe,the fun would follow. The design of the park was a collaboration of over 25 years of experience in skateboarding, designing, and building skateboarding ramps. All direction of traffic is on coming. So, all skaters are visible and there are no intersections. The park was constructed of the standard design through out the industry(3/4"transitions and 2"x4" and 2"x6" on end framing, on 8" centers). All stationary areas above 32" are secured with railings 42"high to meet standard building code. All of the skating area is restricted of spectators, and areas for spectators are provided. All the amenities are available to provide a safe environment at Skatelab; first aid kit, safety gear, tools and accessories for repairing skateboards, water fountain, drinks, snacks, food, house phone, bathroom, experience skater on staff at all times, etc. ;Sin ely, Brian Christenson INDOOR SKATEPARK 16 west 3rd. St. Atlantic Beach Florida 32233 PH * 249-2529, - www.Skatelab.com CONSTRUCTION DETAILS OF INSIDE SKATING FACILITY -1/2"ply wood for transitions design(side of ramp fixture to determine the shape of incline obstacle). -2"x4"studs on 8" centers, framing out the transitional design of ramps. Fasten with 2" Primegaurd exterior decking screws. -2 layers of 3/8"ply wood, to cover 2"x4" framing fasten with 1 5/8"Primegaurd exterior decking screws, & I layer of 1/4"hardboard(masonite) for the riding surface, fasten with counter sunk 1 5/8" Primegaurd exterior deck screws. -2"x 4" on 16" centers, with 2 layers of 3/8"plywood construct platform fixtures. Fasten with 2"Primegaurd exterior deck screws. Fixtures over 32 inches have handrails of 42 inches. 4"x4"post support backside of platform fixture secure to floor by 4"x4"post anchors with 5/8" x 6" (red head), or sleeve bolt. i m �n. SeCrUf- 6 (TJor- MAP SHOW NG BOUNDARY SURVEY O LOTS 1 THROUGH 4, BLOCK 27, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DALE CHRISTENSON NATIONSBANK, N.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BRANT, MOORE, MACDONALD AND WELLS, P'�Aadln«,ai'2• LOT 5 Parking Spot i BLOCK 27 !owned t�y 102.00' (PLAT) DaleCtwlstenson STAMPED 1/2-IRON 498V N 44'57'25" E 102.06' (MEASURED FOUND 1/2- 2'PLS 4984PIPE 0.0 POWER I LOT* BLOCK 27 • LOT 4 _ BLOCK 26 9 I W t TOP OF BANK— POND0. )L LOT 3 TOP OF BAN Pn Q IX BLOCK 27 q I 7 . o d < 20 2' 49.9 ui LOT �� ` 10 BLOCK 26 Ld g # 20 °1 Z O wc+rl�wcav a r m A a L6 a S�� w w a I { O a p a pO Q o O I -I Skatelab �� ;= - 1* p 3,000 sq.ft. Inside rn Of LOT BLOCK 126 Z I 1,500 sq. Ft.Outside I 20.1' 49.0'I I _ 1 �.. 1 BLOCK 27 51.00, Front 51.00. FOUND ACM REBA S 44.57'25" W 102.06' (MEASURED) FOUND 2 IRON PIPE "TAMPED 'ACM LB 6702 o CONCRETE 1WNTIFlCATION 102.0 (PLAT) POWER NO ID POLE MAYPORT ROAD (100.0' RIGHT OF WAY) 10'x20'parking :Lu IFLEVATIONS SHOWN HEREON ARE _ i J� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029077 Date 10/04/04 Property Address . . . . . . 270 MAYPORT RD Tenant nbr, name . . . . . . 6 FT. WOOD PRIVACY FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1200 Owner Contractor ------------ --------- -- - ------------------------ CHRISTENSON, DALE OWNER 112 OLEANDER STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-4988 ---------------------------------------------------------------------------- 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. '() ..w BUILDING OFFICIAL . J. CITY OF ATLANTIC BEACH `� ` r's» FENCE PERMIT APPLICATION Dater` 7 Job Address: + Z ( �ZS Z u Owner's Name:' �'1 t T S'o, r its JL45 Address: L ( 2 Q� g c%A h_r Sf N �A, � ale- &,4 �L- Phone: 7 q G ' � T Yn 9 Legal Description: Block Number: L umber: .3 S Zoning District:_ t/ Fence Contract r 10A ICA ^r° Address: Phone: City: State: Zip: Fax: Type of fence and materials to be used: I Lf"),J f l VCAC_4 Valuation of fence: 0�. r.F Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. F1Interior Lot ❑ Corner Lot lyn Dumpster or storage tank enclosure "free otection: O 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. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 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.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. 1 hereby certify that all information provided with this application is correct. I 7el CY-f Signature of Own Date: JENNIFERSC14LUETER �CA� ��1�� Signature of riR = v =:t1 8 DD 121301 `� _- € adTvwuES:May 27,2006 BorNsdTYNUNo1aryQuWUndanvtdars Address and contact informatio son o receive a correspondence regarding this application (please print): Name:, `�, i\n,s e so.) Mailing Address: c� 32Z _ Phone: Pq-? Fax:J )-Y/ E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14103 CITY OF ATLANTIC BEACH �t FENCE PERMIT APPLICATION n >� Dater e d " y I Job Address: Vo Owner's Name: Address:_j I Z Ao er l Z— Phone: Z G ' q I kk Legal Description: Block Number: 17 Lot Number: �1-5 Zoning District: C0 - 3 ++ Fence Contractor: tj[Icor J Cte1C e Address: Phone: [ — 0121 City: State: Zip: Fax: Type of fence and materials to be used: �,Jflc, �l! IluC Sit Valuation of fence: Z 00. Is approval of Homeowner's Association or other private entity required? I'DIf yes,please submit with this application. ElInterior Lot El Comer Lot Dumpster or storage tank enclosure Tree otection: O 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. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: L 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.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all'information provided with this application is correct. Signature of Own Date: Z�r Signature of Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name:,-1 Ti's Mailing Address: Sa Phone: � Fax: _� /2�(� ��`� E-Mail: — 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Page 1 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Revised 1/14103 FILE COPY ° •1* 4 �M+Id PlsliO�+11Nine M V W�oU1 to AA 1�m s9 lana mo4m11 Alma! jaw R Pus wo M4wu tom iL svu�Ilduio� -SWAuod io oawons>q No yol IsAoXdds gpl#puw pu emp itq `wopep Gw iu*wdolanap puel I0"i »moo PUo uolslAlpgns Buluoz ` >rt!o�� prt�crC�. 2!� 3 R U S 1 R E F T WEST WVA� s 1NAadda $141 (500RIDIT Of WAY) wompodea S��ut``l''w' ,d z puo &nuuel \ .,r.�..r.�.�._��.�.�—..�.–�.....r...�.�ri■A awAa wits,F■■Ltf,t�fAa r•AnY�-�._.�.��.��.� ��.. / •,R,V�•1:i, M■t1U a I tOpf PR.^ OM1 SC.�II A*%wk Ivw O N at"w Ott w1RjK w.tl'��1f(— I 1'L 111'1 tsow swmAw lD1'R y Cc I... - f 'wa 7 ?� ow+o � rwE p� No no otN"Wtc4nor7 J /ant r11+ww owot 5?' ^`: '•' `.'; c hn•b - - - lI f - n - ` w _ 6 •.}s, �.. L� d1 4J cA lji i % li n t`t i I r wn%w ttrtt C�, 0 1 M■too r rnr ar t am n lZ. I � O 11 ��. # t'taw� O �•�. ��•�� <r T LLJ m _ i 3 .� u�etir � NEVY BUILDING � -r y - !•= • • � o r Ll di,,� 50'x100' IF Q. 12.20 - .} I i y ��w�+llo:�asr�afNt� no it S N I.'•, �� q h } Lij - - .... ._.:." ...��._1_ ... . 7;e¢tit if. a � � ''sti � ' i * O � (• .:: ::I� � _'' (' - . is � o. ., � j'•j �J o 'n ,'r N 4,`7'00.00' W 195.[1'1• (ME.ASUNE 0 j g I {"}^MBAR L- ■M sle nwt a s'°� a a( a v M1d 10, {y o Si�WfA AG( .-r l Chi r 4 i.GT 3 LOT i IT. 31-OCK 26 MOCK 26 I BLOCK c6 FILE COPY _'. conneiiy Br YAd"w 1ncj �_� -' - Cansulilrg Eng1raws a�i T MTV rsnaa AV&mM ■r A - — -- Cc: ;JJY CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT Higains ,._ St1 Oerr i' 800 Seminole Road Atlantic Beach,Florida 32233 "- (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS = '� '` ':v" Permit Application # Property Address: 210 M fly+'OR's 'RD- Applicant: IOU I.L4► Ff-N C E Project: fo Fl• (O% R1q PC This p it application has been: Approved Reviewed and the following items need attention: Please re-submit your appli tion when these items have been completed. Reviewed By: S Date: jpoci� City of Atlantic Bei :ss RMJIPT :s► Oper: CKOMOREK Type: OC Drayer: 1 Date: 12/16/02 01 Receipt no: 19694 Description 25259 Qty Immat BP BUILDING PERMITS 1 $35.00 Tender detail cumottsl tendered 185 535.1N To1 Total payment 53,5.10 Trans date: 12/16/62 Tile: 9:13:50 CITY__ OF Office of Building Official R QUEST FOR INSPECTION Date -` •L=am'" Permit No. � Time A.M. Receive P.M. _ A zr Address J J�Locality OwneName -j j,?rI}�41141( r�,��ELECT�RIZAL ___I� ftp { /�FTrrjjlit/ ILDING CONCRETE �, . �WMBINGMECHANICAL r —=-f7eming" 0 Footing Rough Wiring C Air Cond.& El Re Roofing G Slab U Temp Pole n Top Out D Heating Insulation ❑ Lintel Ci Final 0 Sewer C7 Fire Place Q Pre Fab READY FOR INSPECTION A.M. Man. Frida P.Tues. r.� Wed. Thurs. M. Inspection Made Inspector Final Inspection Certificate of Occupancy❑ Date p�LANTj� Flo Rl��' OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOS ADDRESS DATE 12. THIS J06 HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted FLeoaL rakat_?LAtj $.YS00 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. _ av + DEC 0 2 2002 BY: City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 - http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) a►�- 1eo�op DATE D D JOB ADDRES APPLICANT ADDRESS 71 P E: Z --2-5 20 tIRNSrICLEGAL DESCRIPTION: BLOCK -�- LOT NUMBER ZONING DISTRICT CONTRACTOR 1 J CU6�1' STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) � I tw VALUATION OF PROPOSED CONSTRUCTION I C 0, 0 (r Is this an addition? If yes, what are the kinensions of the added space: feet by feet Will the added area be heated and cooled? N Q New electrical or increase in service? N� New plumbing fixtures?_JQ — New fireplace? NJO New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? 0 Ifsu,eslease t application. Y P � with this PP WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? . [21NO._-Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 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 904-247-5817. 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 detemrine 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 6/18/02 Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit 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 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE 2 I HEREBY CERTIFY T VE 2READAND 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 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PPLICATION (PPLEASE PRINT) NAME an /n , siwe5 l MAILING ADDRESS VvS PHONE 2 _Z-52-0 l FAX QL? Z-1 �05D E-MAIL GG C SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE .;��g.Y P°•y JENNIFER SCHLUETER AS T I>$71Y COMMISSION#DD 121301 VPersonally known ` EXPIRES:May 27,2006 ❑ Produced identification Bonded Thru Notary Publ c underwriters Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 6/18/02 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET a-- Address rcT/ �/ p `�j /A/ it f Q el, /�1-1 0 VIE c .Date Heated Square Footage @ $ 61. per sq ft= $ '-/Z 3 Garage/ Shed @$ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ �J 4 -el j, (-123 $ Total Valuation 1 s` $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL B[jILDING FEE $ ZONING: + %2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $15.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ /Z_6 b WATER IMPACT FEE $ U SEWER IMPACT FEE $ WATER METER/TAP $_ CAPITAL IMPROVEMENT$ SEWER TAP $ r C ( ) RADON Fk► 5.0050 $ SECTION H PAVING ( ) $ � HYDRAULIC SHARES $ C' j CROSS CONNECTION $ -3 -S— ST( .3SST( ) SURCHARGE $ a OTHER $ C-1 D TOTAL DUE: $ i rid r CITY OFATLANTIC BEACH lel 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 »: s TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # G/ Applicant: Address: Project: VG 4 0 You pplication is approved Your permit application has been reviewed and the following items need attention: c.9 ( 7"(4 (4 I(a Ft L 16 t j Tr 0 /6�-4- 6 4i AZke 0 F o Please re-submit your application when these items have been completed. Reviewed by 1 Signed Date -- Contractor Notified Date Skatelab of Florida - Street Course 16 W 3rd. St. -At]. Bch., FL 32233 I T v n; O d 9dd `e - C oc- 00 ae ceo q t SiS 14' 710 Deck Frame material: 2x6 P/T, 16- centers. Ramp/Deck Covering: 2- layers 5/8" plywood with 1 1 gauge steal coating on 8" centers Joist hanger attachments secure all decking supports. Transition Supports: 1" P/T Guard Rail: 4"x4" P/T post with48" chain length fence t,; = CITY OFATLANTIC BEACH s'' Jud 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 L Jy FAX: (904)247-5805 t. SUNCOM:852-5800 http://ci.atlantic-beach.fl.us CHAPTER 489,FLORIDA STATUTES,PART I "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 FF 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. /lam P OWNERBUILDER ADQRESS SWORN TO AND SUBSCRIBED BEFORE ME THIS V-0DAYOF C✓ 20�. S;P'r "•, JENNIFER SCHWETER A / MY COMMISSION#OD 121301� /JAAI <` EXPIRES:May 27 2006 Bonded rnru Notary P �u -wrRurs T Y PUBLIC M OMMISSIO XPIRES: NOTF P14RASP;I TNT)FR I.TNF.D AR(IVIR iLt�f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD c ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 htt :/ci.atlantic-beach.fl.us « c - ^rill, P y s3>> PLAN REVIEW COMMENTS Permit Application # Applicant: �-�k � a Address: L 1, Project: YA- i our application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed -- Date /Ly3 U Z Contractor Notified Date i►„ �� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # Applicant: Address: Ll 0aill Project: on►- 8repviA Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed b 11-1 Signed '/ Date Z'V 3—yZ— Contractor Notified Date Skatelab of Florida - Street Course 16 W 3rd. St. -AtI. Bch., FL 32233 MY �£ 14 y 43. ce i R k R" lti - �— Deck Frame material: 2x6 P/T, 16- centers. Ramp/Deck Covering: 2- layers 5/8" plywood with 1 1 gauge steal coating on 8" centers Joist hanger attachments secure all decking supports. Transition Supports: 1" P/T Guard Rail: 4"x4" P/T post with48" chain length fence i MAP SHOWING BOUNDARY SURVEY OF LOTS 1 THROUGH 4, BLOCK 27, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DALE CHRISTENSON NATIONSBANK, N.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BRANT, MOORE, MACDONALD AND WELLS, P LOT 5 ° BLOCK 27 ram sr � ' 102.00' (PLAT) f01N0 '/2' �R°"PIPE P"K ' "M 102.06' (MEASURED MPED 'PLS 4984' 0. W000 IPOWER POLE I LOT* BLOCK 27 LOT 4 BLOCK 26 ;131 ; W w :3 TOP OF BANK-- S POND 3 0.2' � 4iU 8 � O TOP OF BAN Q LOT 3 � a I BLOCK 27 'yw t7� a < 20.2' 49.9ME h may' 0 LOTS g~ Rte' BLOCK 26 S� + # 20 �i Z � ,. ob � w IK�rSr�ry 18 1 Y Y 5 k 3 o.1 g W W� O � w � 0 City of Atte Beach fq �, snd z [�epBrtme�t Skatelab o v 71ds vermes � rltCe with Iap ticahlU00 sq.ff. Inside' f v) x rani b kion arrd . ther I c ! lan4, 00 sq, Ft. Outside yPO tulstions, D Des not c s Mute '. ..'i epp+evrel for #0 issu8rM of rmfts. Co pliance � Wfth Fioride f ine Code of 11 other p llcable towel, 8bte !nd Fscteral pe re i mems Met be verified noture the ftM'Jki su�yy�� M� pay -a OCK 27 51.00' Front 51.00• FOUND 1/2' REBA S 44'57'25' W 102.06' (M FOUND 1//2' IRON PIPE STAMPED 'ACM LB 8702' a CONCRETE NO IDENTIFICATION 102.0 ' (PLAT) POWER POLE MAYPORT ROAD , (100.0' RIGHT OF WAY) %LL ELEVATIONS SHOWN HEREON ARE 10'X20'parking y�til, CITY OFATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 JI FAX:(904)247-5805 � SUNCOM:852-5800 http://ci.atlantic-beach.fl.us t :xT CHAPTER 489,FLORIDA STATUTES,PART I "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. F20PEPCTY OWNER/BUILDER 1 L4 uJ 3 r S� ADDRESS p SWORN TO AND SUBSCRIBED BEFORE ME THIS �2QDAY OF 20:0'� JENNIFER SCHLUETa:i� p1, /�/� MY COMMISSION#DD 121301 AA/� ,5 cA ,��/1,,A ' 1 _.: <= EXPIRES:May 2i,200E 'a.. .. Booded Thru Notary Public Uro w tors T Y PUBLIC Pf OMMISSIO XPIRES: NOTE- PT-IRACFSTTNTIFRT.TNF.TI AROVF. DEC 0 2 2002 BY: INDOOR SKATEPARK 16 west 3rd. St. Atlantic Beach Florida 32233 PH * 249-2529, - www.Skatelab.com Attn: City of Atlantic Beach Operational General Description of Skatelab of Florida Skatelab of Florida is an indoor skate park designed for the recreational use and training for skateboarding and inline rollerskating. The park has a variety of ramps and obstacles for all ages and skill levels. It is open to the public, but participants have to become a member of Skatelab before they utilize the skating facilities (as like a gym). A yearly or daily membership fee and a waiver form, signed by an adult, are the two initial requirements needed to join. Following our rules and regulations (safety equipment& etiquette) are the operational requirements to remain a member. In consideration of our cliental being of a younger nature, the park was designed with two things in mind, safety and fun. We felt that if it were safe, the fun would follow. The design of the park was a collaboration of over 25 years of experience in skateboarding, designing, and building skateboarding ramps. All direction of traffic is on coming. So, all skaters are visible and there are no intersections. The park was constructed of the standard design through out the industry(3/4"transitions and 2"x4" and 2"x6" on end framing, on 8" centers). All stationary areas above 32" are secured with railings 42"high to meet standard building code. All of the skating area is restricted of spectators, and areas for spectators are provided. All the amenities are available to provide a safe environment at Skatelab; first aid kit, safety gear, tools and accessories for repairing skateboards, water fountain, drinks, snacks, food, house phone, bathroom, experience skater on staff at all times, etc. Sin ely, Brian Christenson INDOOR SKATEPARK 16 west 3rd. St. Atlantic Beach Florida 32233 PH # 249-2529, - www.Skatelab.com CONSTRUCTION DETAILS OF INSIDE SKATING FACILITY -1/2"ply wood for transitions design (side of ramp fixture to determine the shape of incline obstacle). -2"x4"studs on 8" centers, framing out the transitional design of ramps. Fasten with 2" Primegaurd exterior decking screws. -2 layers of 3/8"ply wood, to cover 2"x4" framing fasten with 15/8"Primegaurd exterior decking screws, & 1 layer of 1/4"hardboard (masonite) for the riding surface, fasten with counter sunk 1 5/8" Primegaurd exterior deck screws. -2"x 4"on 16" centers, with 2 layers of 3/8"plywood construct platform fixtures. Fasten with 2" Primegaurd exterior deck screws. Fixtures over 32 inches have handrails of 42 inches. 4"x4"post support backside of platform fixture secure to floor by 4"x4"post anchors with 5/8" x 6" (red head), or sleeve bolt. a.: R., &C46r- MAP SHOWING BOUNDARY SURVEY UE LOTS 1 THROUGH 4, BLOCK 27, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DALE CHRISTENSON NATIONSBANK, N.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BRANT, MOORE, MACDONALD AND WELLS, P. adamonOi'z• LOT 5 Poking spots BLOCK 27 owned by DOIe Chditensan FOUND 1/2'IRON PIPE 102.00' (PIAT) _.,_ STAMPED 'PLS 4984' N 44*57�25" E 102.06- (MEASURED FOUND 1/2' IRON PIPE MPEG 'PLS 4984' 0.0 `s WOOD IPOWER POLE I '1 ` x LO #h `� BLOCK 27 LOT 4 BLOCK 25 S� " R TOP OF BANK— � POND i r c LOT 3 TOP of BA BLOCK 27 1 a � k 1 20.2' a a < 49.9 uj LOT 3 .. o °f BLOCK 26 g # 20 s in « a, o � I O � ch CL # 18 F— F— LAI — � 3 w E-' 3 a $ LLI Li co b In in Skatelab .n ( o LOT 1 3,000 sq.ff. Inside rn BLOCK 26 1,500 sq. Ft Outside Sem 20.1' 49.9' ' s I g� BLOCK 27 N 51.00' Front / 81.00' aTAPED ACAI LB 6702' REBA1 S 44'S7�25" Ml 102.06- (MEASURED) __ - - FOUND 1/2'IRON PIPE 102.00' (PLAT) POWER ONCRPOOLE NO ID NTIFlCATON MAYPORT ROAD (100.0' RIGHT OF WAY) Cl cvATlnnlc QWr)%AIM I,49=PGnn, APIZ ,� �,,, r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us t,2 vv N vember 21, 2002 r^�-�� , o e� B ian Christenson �ai�. squid Nation /DBA Skate Lab 0 r 12 and 14 West Third Street 1 Atlantic Beach, Florida 32233 Dear Mr. Christensen: It has come to my attention that your business has been operating illegally since April of 2002. No building permits have been issued for several modifications you have made to the building, no business license has been obtained, and there are some areas where the safety of your customers is in question. You have been contacted repeatedly by City staff, and they have provided direction and guidance for bringing your business into compliance with City Codes and Florida Building Code requirements. However, you have failed to comply with staff directions, and are operating illegally. You have not received a City of Atlantic Beach business license to conduct business in Atlantic Beach. A business license will not be issued until building permits have been issues and any building code violations have been corrected. A fire inspection is also required prior to the issuance of a permit. Typically, it is our practice to bring businesses and individuals into voluntary compliance with City regulations and Building Codes. However, the safety violations at your location and your failure to comply with previous directions require the City to take a more assertive position. This letter provides official notice that you are required to: a. Submit a completed application, including all required submittals, for a Building Permit to the City of Atlantic Beach Building Department. The application must include all interior and exterior improvements that have been initiated, are in progress, or have been completed within the past 12 months; b. Resolve any safety and/or building code violations that are identified in the permit review process, c. Successfully complete a Fire Inspection as required under the Atlantic Beach City Code; and d. Obtain a Business License issued by the City Clerk of the City of Atlantic Beach. If section"a"above has not been completed within ten(10)working days from the date of the delivery of this notice, then the City of Atlantic Beach may take the necessary steps authorized under City Code and State Law to prevent your business from continuing to operate illegally and unsafely. All four of these requirements should be completed with thirty(30) days of the delivery of this notice. For assistance and guidance, you are encouraged to contact Atlantic Beach Chief Building Official Don Ford. Thank you for your prompt response to this matter. I am, Very truly yours, Hanson City Manager cc: Don Ford Maureen King David Thompson