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Permit 59 Coral St
1 r JOBADDRESS 5q C)C)r&t TYPE WORK"au, ciam . Y_ PROPERTY OWNER�,l l ry-) MEPHONE (p 12,- 03-2- I CONTRACTOR OVeY h (yam r 60, m.FpR'Om PERMIT NUMBER DATE INSPECTIONS- FOOTING SLAB TIE BEAM LINM F NAHINGISEM4TUING FRAAAMV COVER UP INSULATION FINAL BUILDING CF Z7MCATE OF OCCUPANCY ELECTVCAL P RAffn INSPECTIONS ROUGf FINAL MECHA2VICAL P.ERMII# INSPECTIONS ROUGff FINAL PLI7MBIlYG PERAH37 ' INSPECTIONS ROUGEVU2VDER SLAB TOPODT WAZERISEVER FINAL NOTES.• CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD " ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00030988 Date 8/17/05 Property Address . . . . 59 CORAL ST Tenant nbr, name . . . . . . REPL SLIDING GLASS DOORS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation 1600 Owner Contractor ------------------------ ------------------------ BOWEN, JAMES N. OWNER 59 CORAL STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ----------------- - ---------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 1600 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMI IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUIL CODES. 4A BUILDING OFFICIAL ss!rVv,15 CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT L.=1* s� 800 Seminole Road f... S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS l Permit Application # lJ 51 . 3 0 9 00- D Property Address: Applicant: C�- Project: c e <<C����, Cr�0-SS ` c�UP_S This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: Cl W ATLANTIC BEACH BUILDING _Dv"(, APPLICATION "~ iterations & Additions) Date: Job Address: Owner of Property: Address: z �� �i0 ti ��l �=����/� 2��7--�� Z Telephone:1?0V- 7411- IF?7 Q ✓- Legal Description: Block Number: Lot Number: 7 Zoning District: Contractor: State License Number: 4i/3G OS/ Contractor Address: 0�G �> C. zZLf3 Telephone: :?a Fax: Describe proposed use and work to be done: 4.6V A*V l - o6K,,1,511 Present use of land or building(s): 4� Valuation of proposed construction: ` f bo 4 What are the dimensions of the added space: Al,R. feet x feet Will the added area be heated and cooled? �(/, New electrical or increase in service? , Add plumbing fixtures? 41-R. Add fireplace? A), `f. Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? /✓.R. 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. Al,19, ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. JX NO. 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.ci.atlantic-beach.fl.us Page 2 Revised 8/04 Pia z`�?�C•z-r,.�� � t•J/�� �/�l� ,cy� �"r�7S',�-rs,r� Fi ,rte§ r �I 4p&&,o�%4�C�, �, • div� .��v-�_., rk.. rel FILE COPY APPROVED �;lI'Y ll)�, AiLAN17C BEACH 9I.;IIDING OFFICE AUG 17 2004 w . �✓ �/�tC- �q6rLs� Sr A7�sJ7iG ,BE�� /FoO7 � � Iz Gj�S� /i�oo�' W19� Gj�G�S 1A�9'�CD aal �•-�n7 �/,w�t> h1AS9Fx. ��pp�.,, G1IIIwg 2v67A- •� SGI�/ io �I�� �l dao '3 64 P/ jo 77D � Non �//z .14►36e >4ov/' 41mbel 0,J EA'7 £f ��TT T r t,�/�i� fG�% GragSf 3 ;O nLI Oy7 sw�,� 1 Zl on.�,� Cr•��r��i��r � P�AB PAGE 81 "15:28 6154462541 s •'1 , Z ,, `15NMs`-tPRkMDOR DICKSON 615 446 1228No•3y96 P• 1 "'f ,. Patio Doors by, Premdor { Technical Data profit Dwa Oft" U-VWM it-value Pinnacle"Fballaas(all sixes) Stsnda:d&arcs-nu wing 0.29 3.45 Standard feat=-ouh wmg 0.30 3.33 No LowJ9 glass opt m-h wwiug 0.36 2.78 No LOWE glass option-outswing 0.36 2.78 Fuse£S ( )gig0.31 3.23 FIL E COPY Standard fcab m-outawing 0.29 3.45 • No LOWE glass option- inswing 038 2.63 No LOWS0.36 2.78 glass o�thon-outswiug Endurance Steel(all sizes) Standard features.inswing 0.38 2.63 ' Standard foafiaea- 0.36 . 2.78 LOWE glass option-hmving 0.31 3.23 LOWS glass option-ouftwing 0.29 3.45 Resign =man=rmfnu�Sa "r Baii ing Codra Ho h Cairn ns B�idigg,�Q �R �•Rler�Lt lug Code, South muc CsA5-Bta og Edit &Amerian ,Soeieiftat Ciyll En�in____�ecrina'-?4nidel PwMve 1%zative Product Daar"oa (020 (Pott Pinnacle Fibeerglam(all eotfturations) up to 72"width x 80"height(max) 50.0 50.0 over 72"wide x 80"!L4 (max) ova 72"We x 96"hei&(mu) EndurancePLUS Steel(all con$gurations) up to 72"width x 80"height(max) over 72"wide x 80"height(max) over wide x 96"height(max) Endurance Steel(alt configurations) _!4p to 72"width x 80"height(man) _ 50.0 50.0 over 72" wide Y.80"hci V E D 0v4w 72"wide x 96" i AUG 17 2004 October 24,2000(M) thy. v PAB PAGE 82 0.^ '19/2083 15:28 6154462541 x1.27. 2001 2: 19PM PREI�OR DICKSON 615 446 1229 ~ . - Entry Doors by Premdor ' TechWcal Data ' T IWand ra&axm pr AC (AmwAmm SedWy vfHeWM&nefrigsradng and der-ConAdo"W Zn )MmWebma Pimmlc F`baglass(36"x 80") No Glass 0.06 16 1/4 Glass(double pane) 0.07 15 114 Giasa(tri le ) 0.07 15 112 Glass(� ) 0.08 12 1/2 Glass(triple pane) 0.08 12 3/4 Glass(triple pmme) 0.09 11 Full Glass(double e) 0.11 9 Full Glass(triple Fane) 0.11 9 Endurshae.Prbnwy of Ultunato Steel(36"x 80") No Glass 0.08 13 1/4 Glass(double pas►e) 0.08 12 1/7[Maas(triple pane) 0.08 12 1/2 Glass(da►ublc pue) 0.10 a 1/2 Glass 314�Glasa(triple _ � _ � U�10 10 (h V pat) i 0.11 9 Full Glass Ori .pane) 0.13 7 Full Glaser(triple bane) 0.13 8 Design pressure(DP)rad mg per Standard.Vma&xg Cods,Norsk Carv1sna VmWing Code, Svvfk p7ortde BuRAWg Code,Souse Florida BalldiWZ Code-Braward Edition d'A mertcan SoeieW of Chr Engineering-7 guidelines Pad#" mop"Ve Product Dwcr*den (petj (ps) Pnmacle Fiberglass up to 36" width x 80"Wsht tma -singly door with no glass 76._0 76.0 up to 72"wide x 80"height(max)-sbWe or double dau; glass in doors 60.0 60.0 Endum"&Primary Steel up to 36"width x 80"heiglzta door with no glass 76.0 76.0 up to 64"wide x 80"height(max)-singe door with sidelit";no glass in door 67.0 67.0 up to 100"wide x 80"hei&(max)-double door with aidelite(s);no glass in doors 55.0 5S.0 up to 100"wide x 80"height(max)-single or double dost with sidelite(e); glass in doors S0.5 50.5 Ultimata Steel up to 36"width x 80" beight(mit) 66.0 66.0 August 18,2000(W .. .-...,XX _ OA2 i Unit l a DOUBLR DOOR TVP- IVP TYP. 9r15A�6' b r ulliff oNW6. { Minimum Fastene.r,Count sills• • 6parverticat!=ingmai^ba• 8 pt-r�•'_.;he1 framing menta; an.t Sttlb Oaks M*n taro 2-12'bag wens per tooalim • Width of door ontl plus 12` • Height of door unit plus 1/4' T 1 ♦ ♦ ♦ T � i Latching Hardwaie: • Compliance requires that GRADE 3 or better(ANSUSHMA A1562)cylindrical and deadlock hardware be installed. • Compliance requka that 6'GRADE 2 or better(ANSYSI MIA A156.16)surface bolts be installed on latch side of active and Inactive door panels— (1)at top and(t)at bo6m. Notes: 1. Anchor calculations hak been carried out with the Mnerest(Mast}Wow rating from tFta dttterent fasteners being considered for use.Fasteners anaynd for ft unit Mlcfude/8 and#10 wood screws or 3/16'Tapcons. 2. The wood screw singletshear design values come from Table 11.3A of ANSUAF&PA NDS for southern pine lumber wo a skle member t Kkass of 1-1/4'and sciftement of minimum embedmeat.7be 3116'Tame single shear desiga values cane from the liW and ELCo Dada Cmmq approvals respecoveb each with minimum 1-U4'embedment. 3. Wood bucks by otbsrs.must be anchored property to transfer Wads to the structure. -- 0 lDW g " au+e 17.UM uoe MWW Drorra edoi sella b d ON&%"eeaoe „ '__;jJ00 15:12 FAX 11004 xx Glazed InsvAng Unit WOOD-EDGE STEEL DOORS APPROVED DOOR STYLES: - 314 GLASS: FULL GLASS: . 00 130 Ll Mi;6 CERTIFIED TEST REPORTS: NM 210-1897-7.8.9.10,11.12:NCTL 210-1861-4,5.6,10,11,12:NCTL-210-2824-1 Certifying Engineer and License Number.Barry D.Porbrey.P.E.116258. Urrlt Tested in Accordance with Miami-Dade BCCO PA202. Door panels conshucted tmm 2&quge 0.01T thick steel sides."aft ew trucW from wood. T said bottom and nils cW of wood or 0.1 W steel.Ndericr cwW of d *fGod wbh ftM polyurethane foam core.Slab glazed with insulated glass mounted in a rigld plastic lip We sunnund. Frame constructed of woad with an extruded ahurdnum t mhold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDAWE WITH MIAMI-ME BCW PA202 COMPANY NAME Cnr.STATE t i To the best of my lotowledge and abi ft In above ddo4dope exterior doer aft eodorm to the requimmaft of We 29111 Floeida Building Code,CbapWT 17(Slruetural Tests and laspecNose). State of Florida,Professional Engineer Kurt Balthazar.P.E.—License Number 56533 Y� NR AN our eemm�0iq .�resrot �se�dee�Itens. iI'I�/Y/�/'1 M ��i'�� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 'vim jilt Application Number . . . . . 04-00028881 Date 8/17/04 Property Address . . . . . . 59 CORAL ST Tenant nbr, name . . . . . . REPL PATIO DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1600 Owner Contractor ------------------------ ------------------------ BOWEN, JAMES N. ARMIDILLO CONSTRUCTION 59 CORAL STREET 59 CORAL STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (9 04) 241-8274 --------------- ------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1600 Fee summary Charged Paid Credited Due ----------- ------ ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 60 . 00 60 . 00 . 00 . 00 11TH tyy of Atlantic Beach CUSTQMER RECEIPT Op r: Type: OC Drawer: 1 Date: 6/17/04 81 Receipt no: 79219 Description Quantity Amount 204 28681 BP BUILDING PERMITS 1.00 $60.00 Tender detail CK CHECKS 2406 $60.00 Total tendered $60.00 Total payment $60.00 Trans date: 8/17/04 Time: 14:48:43 ITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING G OFFICIAL Cc: irLy;ly CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT S. Doerr 800 Seminole Road J ' Atlantic Beach,Florida 32233 (904)247-5800 Oft (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04- Property Address: `� " �L Applicant: j " A11AA&�L_L-O Project: C__ -T-)C��- This permit application has been: EP Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By:1<�- Date: 5((q(/qf CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029916 Date 3/21/05 Property Address . . . . . . 59 CORAL ST Tenant nbr, name . . . . . . 13 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- -------------- ------------------------ BOWEN, JAMES N. DAVID GRAY PLUMBING INC. 59 CORAL STREET 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- ------------- ---------- ---------- - -- ------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 . 00 . 00 . 00 . 00 126 . 00 126 . 00 . 00 . 00 A Citppo_f_____R_�tlantic B�d� +► CUSi�t RECEIPT o00 mei I391/0591 TR Ctipt no��92l kscri in quatity Aooeat aw M6 op BUILDII8 PEN 18 t126.N Tender detailCK 6183 f126.N Tottaltendered f126.M Total Payetnt t12b.N Trans dates 3/21/85 Tioes 13111:31 TH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING 4,, . .:, a BUILDING OFFICIAL stV,L�r CITY OF ATLANTIC BEACH s PLUMBING PERMIT APPLICATION BANK oil Check Number : Mel Date: �216 Property A dress: '...'A Cum L .5riz6ET Owner: ;-nt aw" Telephone#: Contractor: DAVID CRAY PI IJMRING , IM" Telephone #: 774-7711 Contractor Address: _8850 Corporate Square Ct . Fax#: 723-5668 Jacksonville El 32216 In consideration of permit given for doing the work as described in the above statement,we hereby agree to p:rforn said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ,New Number of Fixtures: Bath Tubs Showers J Closets Shower Pans Dishwashers , Sinks Disposals Urinals Floor Drains i Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = ��� b® 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904) 247-5845. http:l/www.ci.atiantic-beach.fl.us � QJ f jy7 CITY OF ATLANTIC BEACH 5 800 SEMINOLE ROAD 3 ATLANTIC BEACH, FLORIDA 32233 s INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027216 Date 11/12/03 Property Address . . . . . . 59 CORAL ST Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2500 Owner Contractor ---- --- -- -- -------- ---- - --- ----- ------- --------- BOWEN, JAMES N. ARMIDILLO CONSTRUCTION 59 CORAL STREET 59 CORAL STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-8274 -------------------- ---- ---- ----- --------- ----- -- -- - ----- ---- --------------- Permit . . . . . ROOF PERMIT Additional desc Permit Fee . . . . 68 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2500 Fee summary Charged Paid Credited Due ------- ---------- ------ - --- ---------- 68 . 00 68 . 00 . 00 . 00 . 00 . 00 . 00 . 00 68 . 00 68 . 00 . 00 . 00 LiCityp� o_f�� Atlantic Beach + METOW FEMIPT He ktes 11/ 2/63 81 RReceiptCno: 1041 Description Quantity Amount M M16 BP BUILDING PUMITS LN :6B." Tender detail Totaltendered 2138 S68.0 068." Total payment 66L 88 Trans date: 11/12/83 Time: 9:99s5B JM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH s� PERMIT CALCULATION SHEET Date: f� U Address (D x.4 e- S/; , 42E '1"5200 F Heated Square Footage @ $ per sq ft= $ Garage/ Shed @$ per sq ft = $ Carport/Porch I @ $ per sq ft = $ Deck @ $ per sq ft = $ v � Patio @ $ per sq ft = $ as TOTAL VALUATION: $ j-0 d s_7 o $ 3 ' Total Valuation 1st $ 441 o 06 / d $ Remaining Value $ .;per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 4�.5 ZONING: + '/2 Filing Fee $ 2 3 FLOOD ZONE: ( ) Fireplaces @ $35.00 $ U IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 0 1/13/03 No%; 06 03 10: 01a Information Systems 247-5845 P. 1 eA CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION -r ) - I- MO. 17 PNI' Date: � zz Job Address: O/�q� e Owner oflProperty: Al, 9,,po64 Address-, 1-41-2-all Telephone: op?i Contractor: --20U& Al, Manad,11r)-State License Number: Contractor's Address: WIV Telephone: 9049v- b,171- (101TZ1 Fax: --IV /V- ky Scope of Work: 4164�4 hWf�W& 07" Deck Slope: Z Greater than 2:12 < Less than 2:12 I Valuation of work: 2 S-499 Product Name(Fxample:Timberline): DVV& 367,(A. Manufacturer(Example: GAF): es-4 100/� ASTM Des ignat lo n(s): 1).3,P)9 Y11 b&:- 3 is reevv 7 Required Inspections: Sheathing and Final go 5� 2210 -)"IP Signature of Owner: Date: Signature of Contractor: Date: -v AS TO OWNER: Sworn to and subscribed before me this day of 20 0110 State of Florida,County of Duval Notary's Signature: MEMORIE L.NOLAN "'s MY COMMISSION#DD 122008 [I Personally known EXPIRES:July 6,2006 Produced identification Bonded Thru Notary Public Underwnters f .(,F. nr k Type ofidentifteationproduced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 2U 03.1 State of Florida,County of Duval MEMORIE L.NOLAN Notary's Signature: ;29iee�-z - P, t&IX.2Z — WI-NIIIS MY COMMISSION 22008 OMMISSION#DD 1 A EXPIRES:July 6,2006 ❑ Personally known Bonded Thru Notary Pubiic underwriters Produced identification Type of identification produced Av. 2,?7oe - 800 Seminole Road •Atlantic Beach,Florida 32233-5445 APPROVED Telephone: (904)247-5800 Fax. (904)247-5845 -http:1j'www.ci.atl2ngjTW"LANj1C BEACH Page I OFFICE Revised 21'211'33 /U V o 2, CITY OF ATLANTIC BEACHFor BUILDING /ZONING DEPARTMENT L. Higgins r J 800 Seminole Road S. Doerr j � Atlantic Beach,Florida 32233 r (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 05 - 2- Z 11, arx�S Property Address: sq Applicant: A 9—t- 8 D t L,LO C�t-iS E-UCa'1 O ed Project:— 'P�a F This permit application has been: F-1 Approved Reviewed and the following items need attention: fM Please re-submit your application when these items have been completed. r Reviewed By: Date: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ws 1940 NORTH MONROE STREET TALLAHASSSEE FL 32399-0783 BOWEN, JAMES NATHANIEL ARMADILLO CONSTRUCTION 59 CORAL STREET ATLANTIC BEACH FL 32233 - aa STATE OF FLORIDA DEPARTMENT-OF BUSINESS AND PROFESSIONAL° ;REC.ULATION i CBC059051 E 'I�I41.O x432155870 CERTIFIED BUI bjlNCW„CONTT2ACTOR BOWEN, JAME'IS::NATHANIEIr. ARMADILLO CONSTRUCTION: IS CERTIFIED under the grovi®ione of Ch.489 F3. Expirationdate: AUG:31, 2004_-SEQ_N 0207140002 DETACH HERE =STATE OF FLORIDA' h ISI IIII c II �ll� II 111 Ili( -- r bll OEPARTMENT'OF BUSINESS AND PROFESSIONAL REGULATION Lot n466021 CONSTRUCTION° INDUSTRY LICENSING BOARD SE( NBR _ .� r3 i-= I II IIII 1 III. +e% `Bull lamG CONTRACTOR $ci2eTov S- CERTIFIED y - i1Pl tder °tie provisions 'of. -Chap 48- SFS§ gi r'atioa date: AUG 31, 200' -- }AAAAAA lADILI,O C-©NSTRU.CT.ION CORAL: STREET L ,+�ANTSCz� EACH FL� �2233 � µr`.3.'yr; . ,� _ Ili':141 I �iG°IlillllI,i III SII II I:,, I'1 I I,°.I I - IIII 4 •. .-t NC' 7- - -`.+ - i� ��}.:°h .� �€3✓�, w«„ Illlllh p�utl�1. � I„ �I �ll4 Iuv Ile,I'III�,ill I III Il,hill I� _ — -- I dill I li�' III „ I r _ Yr pl IbV SINKLgY-SLYER R�,Qr'JIRED BYLAW ___ � SECRETARY 03-26-2003 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF EXEMPTION FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation Law . EFFECTIVE 04/01/2003 EXPIRATION DATE 03/31/2005 PERSON BOWEN JAMES N SSN 256-88-1230 FEIN 593274989 BUSINESS ARMADILLO CONSTRUCTION 59 CORAL ST ATLANTIC BEACH FL 32233 NOTE: Pursuant to Chapter 440 . 10(1) ,(g) :2 ,F .S . , a sole proprietor ,_ partner, or an officer of a corporation who elects exemption from the Florida Workers' Compensation Law may not recover benefits or compensation under Chapter 440 . PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION F CONSTRUCTION INDUSTRY *�„ d 0 CERTIFICATE OF EXEMPTION FROM FLORIDA D WORKERS' COMPENSATION LAW NOTE: Pursuant to chapter 440.10(1)f Ig),2, f.S., EFFECTIVE: 0410112003 a sole proprietor, partner, or officer of an corporation EXPIRATION: 0313111005 H who elects exemption from the Florida Workers' Compensation PERSON: BOWEN JAMES R law may not recover benefits or compensation under Chapter 440. SSN: 256-88-1230 E FEIN: 593214989 BUSINESS: ARMADILLO CONSTRUCTION 59 CORAL ST ATLANTIC BEACH FL 32233 CUT HERE E Carry bottom'portion on the job, keep , � 1 p upper portion for your. records 4 4 ? A a. x s cry- i { p w CITY OF LICENSE NUMBER o -YPE LICENSE: LICENSE YEAR 0 0.",- 1)0 4 C w�y> F'0 4 i'l zo 3USINESS LOCATION -3T �*oz > m c m M :IRM NAME: LICENSE FEE- z Z m z )WNER/MGR: AREDUE AND PAYABLE ON OR o — BEFORE OCT. 1 \DDRESS: ("ORASTREE7` ON OCT,2ND-DELINQUENT 14 A PENALTY-10%-OCTOBER PENALTY-15%-NOVEMBER Fl, �3)2)21" PENALTY-20%-DECEMBER PENALTY-25%-JANUARY MAKE CHECKS PAYABLE TO: CITY OF ATLANTIC BEACH CITY OF LICENSE NUMBER 04-0461,,`5 0 YPE LICENSE: LICENSEYEAR =1 o TRACT!iR `ry �20 C-J 0!NG COW, 4 Cyd 6,> p 5 Z :g USINESS LOCATION0 C,0 R,�',f, ST c�-I o,4 0 z z 9/30/041 o c m M IRM NAME: LICENSE FEE- Z • .14 X)Cj rn z m z DUE AND PAYABLE ON OR ch 0 )WNER/MGR: m WF 1, E 2; JME,"31 Ni, 0 BEFORE OCT. 1 m .DDRESS: '3,TREET ON OCT.2ND-DELINQUENT 34 , 0 0 PENALTY- 10%-OCTOBER PENALTY- 15%-NOVEMBER ATLANTIC BEAGH FL 3 12 2 3 3 PENALTY-20%-DECEMBER. PENALTY-25%-JANUARY MAKE CHECKS PAYABLE TO: CITY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24629 Address: 59 CORAL STREET Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):7 Block: 8 Section: Square Feet: Subdivision: OCEAN GROVE UNIT ONE Est.Value: Parcel Number: Improv. Cost: 5,000.00 OWNER INFORMATION Date Issued: 8/12/2002 Name: BOWEN, JIM Total Fees: 53.00 ss: 59 CORAL STREET Amount Paid: 53.00 LANTIC BEACH, FLORIDA 32233 Date Paid: 8/12/2002 P 9 276321 Work Desc: REPLACE Sl P C W / U S EM PER PLANS CONTRACTO .. AP: LIC °' .SON FEES PROPERTY OWNER 53.00 x Vys u . gOx & ,wP Off MM � 1 � � •ill� �° �. n� � s y �i NOTICE SPECTIO tST "REQUESTED AT LEAST 24 HOURS IQR TO IN ECTION 'Afe BUILDING MATERIAL, RBISH AND I FftQM THIS,W RK,,MUST�rol E PLACED I � UBLIC SPACE, AND MUST BE CLEARED UP A HAULE0<-a Y E1THI=R-,CONTRACT NER "FAILURE TO COMPLY W HE NS T L� Af� A SULT IN THE PROPERTY OWNER PAYING B f S" ISSUED ACCORDING TO APPROVED PLANS WH I THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Off: DBMITI Tppe: OC Draws: 1 lane: 8/1w Id Ihoeipt no: 82161 2A, 1�616111(#22l�16 lDIMG 1 863.16 .�-- A NTIC BIfACki BUIL DEPT. COUL ST M 1�1a >i63.66 WWI +late: 8/19/62 Tile: 11:61:38 APPROVED CITY 0i A+ LA,,KJ- EACH yryYulr!��� BUILDING OFFICE W AUG 12 2002 � ca 1Y of AlaCt lr Deac) Build. ing an,rj '70rin,,g City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 •FAX(904)247-5845 •http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REPLACENCENT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMLLY OR TWO-FAMILY(DUPLEX) CONSTRUCTION Date Address where work is to be performed Applicant Address < Lo4pL �.�/ 11y+E17i� l3 Phone: T 7� Legal Description: Block Number Lot Number 2 — Zoning District e"g i✓ Contractor�j _^/. 8v44140$j State License Number G RG OSS' 9 Address Phone City State r-L. Zip ELI 3 Fax .2 Q-7n7/ Describe Proposed Use and Work to be Done . . Present Use of Land or Building(s)' !?-C-CJ1OJAe Valuation of Proposed Construction <Pov Building Date: Mean Roof Height 3n (ft) Building width 2-y - (ft) . Building Length tl (ft) Roof Slope l—z' *Window Elev. (ft) Window Height (ft) Window Width (ft) Measurement from comer of building to window - (ft): �?7��� S�-+�'tUh4=7 �'� �a�.J p�q�.�-E��' �f S/i;r ���iv,�a,►,:�7�n� : r Q 5 s .*Window Eley.From Grade w . CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address U�-L Date iZ, Z Heated Square Footage Per sq ft = $ Garage/Shed @ per sq ft = $ Carport/Porch @ $ per sq ft = S Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ � $ tom. 0-0 Total Valution 1st $ IbE7o 00 Remaining Value $S".Ek)per thousand or portion thereof TOTAL BUILDING FEE $ _�-a + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $. BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) .0050. $ SECTION H PAVING ( } $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ oC� GRAND TOTAL DUE $ J 3 ADDITIONAL PERMITS OR FEES : Mechanical ; .Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS Wind Velocity(mph) 124 Prepared By L HIGGiNS Importance Factor 1100Client Name James Bowen Exposure Category C 1 11 1 1 Z STRUCTURES Job Description '59 Coral St. Internal Pressure Coefficient +/-0.18 Mean Roof Height(ft) 313.5 INTERNATIONAL,LLC�� Building Width(ft) 20.5 Building Length(ft) 41 Roof Slope (x:12) 3 Job Number 473 OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) HEIGHT ftWIDTH ft AREA PRESSURE PRESSURE 1S Proline-2547 5 24 1.2 1.75 2.1 36.4 -48.8 2S Arch.Series-4147 4 25[' 1,7 3 5.1 36.4 39.5 3S Profine-2547 4 24 1.2 1.75 2.1 36.4 39.5 4S Proline-2535 5 14.8 1.2 1.75 s 2.1 36.4 -48.8 5S Arch.Series-4135 4 15.75 1:2 3 3.6 36.4 39.5 6S Proline-f2535 4 14.8 1.2 1.75 2.1 36.4 39.5 1E Proline-3335 4 24 G 1.2 2.5 3.0 36.4 39.5 2E'' Proline-3335 4 15'' 1.2 2.5 3.0 36.4 39.5 Width of Edge Strip(a)in feet= 3 5 h 4 a I s s FBC 59 Coral St.#473.xls Copyright 2002,Structures International,LLC 8/12/2002 08/09/2002 11:19 9047370769 PELLA PAGE 01/02 8 76 BAYMEADOWS WAY WEST JACKSONVILLE. FL 32256 PHONE: (904) 731-8033 FAX: (904) 737-0769 jaxsales@pelialax.com 09 ftx Tax Larry Higgins/Building Codes Prom John Ford Enforcement Fou: 904-247-5805 au P"m 904-247-5808 now. a0m Rat Bowers/59 Coral Street Cc: Jim Bowen X urgent X Fa►R&~ X Please Reply OPmposalAftacbed 0 54n and Rrtura e Nctes/Cannnents: Mr. Higgins, In Regards to Design Pressure concerns for 59 Coral St , I have attached a copy of our Performance Data on Clad Double Hung Windows. I have checked 2 windows that Jim Bowen intends to use in place of the 2 previously submitted for approval and denied. The sizes that will be used are ( 4135) and (4147), the Design pressure for these windows are 4513P. If these are acoepta le please notify Jim Bowen at 241- 8274(59 Coral Ave)in order for him to attain a Fermit to begin work. Thank you in advance for your prompt attention bo the urgent matter. 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Address I`'' 9�c- Owner's interest in site of the improvement / Fee Simple Titleholder (if other than owner) Name Address Contractor irfi w.i? N� $or,JLsJ �/�u.••-r��?/t�IG9 41A) Address_ GOi' �'JT �!'i.)7i� /•-�., Phone No. 2,41— Fax No. Z l- 70.71 Surety(if any) Address Amount of bond $ 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 Lieno(s Notice as provided in. Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). 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Data ?L3-3 !�q-r.E Sir S Z �.✓ � I 9 ��u � e zlbe 1 Y w C•les �oerlirjc r{erz I Glass `Frac Gass i i1; "s s Area Area Area itn.� as1 Cacti d W zrt= ' �o }-; ? 1t 1 `t� fE� 'Jt7 H {F-ie�ti�4�t 25'4 _ - - ! 12 2A ° 21- ?r.1' � R50 G �.R FFtievC n 1 t 291,4 1.5 2.8 25' t0' RSG 3314 -- - - f { 1.7 3.2 29' 10' 3714 - __ 111 4 + 20 3,6 33' 10 R50 { fit 4 i i 4 _... � �. --- --- '2.2 4.0 i 37' 1 10" 1`1-50 �--�-- 2535 217et3 Z 14-11 2.2 2.2 4.0 6.1 21' 15-316' 850' 4 2541 21.718" 17-14' 2.5 2.6 4.8 7 i 21' � 18 3is 850 1? ' 2547 21-718' 20-1/4' 3.1 3.1 5.7 8.2 21" 21 318" R50 2553 21. 718' 23-114' 3.5 3.5 6.5 9.'' 2'•" 24-3;,S" A5ta r+g z T u 2557 ' 21.718' 25-114" 3,8 3.c8 7.10 9.9 21' 26-318' 840150` 2559 21-718" 26-114" 4.0 4.0 7.3 10.2 21' 27-38' t R40=* iU- 2565 21-7,rF 29-1i4` 4.4 4.4 8.2 11.3 21' 30-318" Fl4fJ150' " 21-778' 32-114" 1 4.9 4.9 1 9.0 1 12,3 21' 33-0318' R40140- CLEAF CSF' t G SCHEMATIC 2935 25-718' 14-114" 2.E 2.6 4.8 7.0 25 15-318" R50 2941 25-718" 17-1/4' 3.1 3.1 5.8 8:3 25" '8-3/8" R50 2947 25-718" 20-1/4" 2.6 3.6 6-8 9.5 25' 2i-318" R50 't 2953 R 25-7/8" 23-t/4" 4.2 4.2 7.8 -10.7 25' 24-3i3" R50 E ' 2957 1 25-7/8' 25-1/4' 4.5 4.5 8.4 11.5 25' 26-318' R40f,50, 2953 i 25-718' 26-1/4' 4.7 � 4.7 8.8 11.9 25' 27-318" 840/50" 3 2365 25 718' L9-114' 5.3 5.3 9.8 13..1 25" 30-318" R40/50' } t E 297# 25-7/E` 1 32-114' 5.8S:8 10:8 14.3 25" 33-3/3" q40140' 3335 29-718' 14-114' as"A 3.0 5.8 8.0 29'� 15-W RPA 3341 1 29 Z;$' 17-114" 3.f 3.6 6.7 9.4 2 18-318" 856 JVENT AREA /J r 3347 1 29-7/$' 2-0-1W 4.2 4.2 7.9 10.8 29" 21-3/T R50 3353 29-7/8" ( 23-144- 4.8 4.8 9', 12,. 29" 24-3/8' R40/50' 3357 '>9-78 25-1/4' 5.2 5.2 9.9 13.' t 29 26-3/8" R40/50' VENT ARIA CHEMATtC 3359 29-718" 26-114" 5.4 5A 10.2 j 13.5 � 29' 27-318' 940/50' t �, 3365 9 7,18' 29-114" 6.1 6.1 114 I 14.9 123" 30-3/8" R40/50` !vllscel3aneans Farmutas J x 3 7t 29-7/6' 32-tf4" 6.7 6.7 12.6 16.3 29" 33-318' 930130" i Vent Unit-,: 373 I 33-718` ; 14-1/4- 3.4 3.4 6.4 9.G 33' 15 318' 840150" f 374# 53 7/8" ; 17- 14 4.; 4.1 7..I 1 D.5 33 18-W 840160' Width41 arnf- 37w7 33-718' 20-1,4 4,6 4.8 ; 9-0 12.1 3i' 21 31P R4W5G" Reigh'O= ranic-a 5,16'j 12 1 3753 33-7/8' 23-1/4' 5.5 5.5 10.413.6 33' 24-3/8' 840/50` ; N 3757 33-718' 25-114' 5,9 59 113 14.6 33" 26-319` R40d50" Actual Gtass Width 1,F'�ame-4" 3759 33-7/8" 25-1 14- 6.2 6.21^.•.7 15.2 33" 27-318' R40/50* Helgb trarne-4-5;16''; 2 3765 33-718" 29-./4' 6.9 6.9 13.0 16.; 33' j 30-318' R30750 j 3771: 33-7/8' 32-''!4" 7.6 7.6 14.4 18.2 33' 33-318' R30/30 f'ixedliranaom L'ntts. I4153 1 37-7/8" 23-114" 6.1 8.i 11.7 15.1 37' 24-318' R40 yLgj&&jp�g Width j. i s" Lri 4157 37-718' 25-1/4" 6-6 6.E 12.7 16.2 1 3T 26"3/8' 840 Hc,atx te- ` 415 37-7+8' 2ti 1?4" 6.9 6.9 13.2 16.8 3, 27-3f8" 83(1 . t. 4t6S 3?-7,+8` 29-114" 7.7 7.7 i4.7 1?.5 37" 30-3/8" Ft3C g width e-4" ;a m 4171 i 37-718' 32 1/4' 8.5 8.5 1 16.2 20.2 37' 33-318" 830 He gkr ' e-4" ' 4147 - - - 10.4 13.4 37" 43 i 850 3,s c�r er1 .tea:,to�ctssare e .Jnr'i,multipty 4741 - 10.4 13.4 43' 37' R50 squa.-e feet}�,y 0.0929 g 4753 - -- --- 13.9 17.3 43' 49' 850 5357 f - --- 17.2 21.0 49" 53" R50 ° " f 17.9 21.7 49" 55" R50 + $: 0965 -- -- --- 22A 26.6 55" 850 #' 5971 -- --- --- 24.6 29.1 55' 67` RSO G �S (1) Maximwn performance when ;lazed with the appropriate glass thickness- Without DP kit/With DP kit. C] Meets typical egress requirements. Check all applicable codes for emergency egress requirements. REV 03/'02 i . t [tOPOsal f-Or�-AXwmer Axxtaadltl'D{:OWUUCUM Projecs: IND-. 0778 AltxvWe No.:t ..�.•.^^;^-."••^-^'-,. .. _.... ..... ., .. W=Y .Y.�r_r-+*:+.'.S�-C`. .,--� .. _ � � .,•.•er. 'fes ^.}•T^ �."6�'.'^':..y'M.."�SC'2^•�+!c�^-!:n:••.•^^%a�.^Vi:^s'? r '.:_".' - _ ame:70; tIOA: X 35:Prol,i.ae,Clad,ModrJ 2,Whitc, "hmW$bkt 1(3r Gla Ftl! ...r _ �'�f'�-�'�!p '�-,�`.�"f7�$"wz�,e'.•�.,-m-:-�.,. .. ', a t;; � �: �°�.-.•..fir-:.r+-:.ro.e^r�rl�,�-�,��=sz= s� her A IM +()t*. t 4S ?Vmt-FT..3st Sub'A-5$Tvp t*t Sx;b i3pht. �a Y.<�iu Frau fly t{i l L C,fitkai�ti�3; X Sof i:s Classic,t~:ad,Model 2,'A%W 518' b=ISbId IG l�R RLL:3'9--V4' X 3' 11-31$" O)azmg.VO&ax* ChopyWs Tfar lw rc,P'er€b==c:1���:�s,DIII Jamb Nptle 4 9116 Bottom Tilt,FM(per&SIP) Nags. �����w_ Location. X 35:Aidtitect Series t;taasic.Clad,Mockl 2,Whitc:,SJ$"lnsut5hld JOr LXIII 4t.-O:3'9-3/4" X 2'11-3,14" Qlazing,full Smwm f;hmmpagow Hardware,Paf*mvom Upgrade,DU d Dep�tb:4 9116 BottomI fit,kits{ger deu) �' I�►1 "` Alp P'tOWe help us ftYAUV,tbat tht COWCmts of this Wnbwt are clear and that you fury uwndcxstand it by init:ialim,g the attached orw par"Clarification { tidos", and "Terror and Conditions'AM. Taxabte Subu tat Tw. S 1 S31S-oj C:�saatrter,Signai7t� 1'ell�Sales Ftepresctiv-c S` -�--�-T_ _,._ ..�._.._.. r/o fixtra at 00% ic�ne at tt pp' , D. None at 0,00% 0.00 Toa- able subtotal 0,00 Cota1 $ 1,644,471 6 .$ 1,&14,47 _.._.u. IWO R PmPosa{-Page 2 of 2 Proposal PELLA W��".}OW&DOOR CIO. Jacksmville :..�..sr,m sxa:. r�ss.�:.._.�.,�r�-r:�e.:��•;-s�wv-. �.�mrrq..3„ 'L�.T T1 f3�f .... .. .. .,Y...'xx. �_-........._:..aM`.x+H�^e'�,.._:Fa`-`.'..:"atsT.s�-`.e;-,.. Fm_1:^.X� [Csc:r�'*F�`^,.YY•.rt} �_..`;r•+'NAc.M:..'b'?'^3,.::+. ,.',^Y.Ha•rt,*!:,�•.::'...Ni'K.^tr4*-+^Yi"..�„^^ ,'�+-"',T.,.".?='.,;X ++...»rx'ar�.>.rrE�'�^.rdf'ePe�.�?k^us(v:,yn�n, -_-,... —.._,..ons. ...a..+.r.-• ..._.:... ' 'xlny"iRwK.Y3h.,M...tias._.... ,...,...._ __ .::'�t`_+.v"t�m..•.r..-.inw. rc..� _.< -. ,:..� +`+�L;,V6eFr.. .....�Y+•+�eGc.w,�.....y+,.�++.!.w»�•..,n.rlei-,.W'Mpp: i t }.. is r�tnsadellrFConstrurdom xltw�xdillW t�Bua 1[ i aFc tl fU3,aal��s�0 Mte aate No, � Albruc Pegzh VI, '1"'33 7aclQmAr e d1.pa,F1: 32250 M NOW Date Ltu ! 1�t� 't1L j we$uep.Nam lobe ford 4 Prepared L-j ctaroi das�es.1ta's► i wam Mr.,Ttm Bowen ?*Yom(`fetrats Depmitic.O.D1 Bus.flame:(904)241-8274 flus,Phone:( ) - Ar+chited Bus.Fes:(904)241-MI HOW Phow: Crlh"ry('"4)617»1f179 dp Itew R ,. ....... .._.. .2.. ... .a333' "eat-Fgaal Sash 50:50 7[ . . . .. , r >s.; ... ...... ... .. .. a op,•Bat'Sash Sp#i#lt�aut►lle-�ia�►g,Peatasa'33 .-Lo 4-f4a v _.. _____.. _....X 35:ProUisc,Clad,Mode!2.Whitq,51K"btkdShW 10 Cvkzin&full Seteen, Citi.29-3A" X 2.' 11-314" chap lick ash"Iaf;dins eszgn� _ _. . Istab beptb:49116 Neta: bwo 18 94y:2 M7 Vent-Egvial Somh 50;50 Tep.,Rot Sash Sprit Double-Hung,1+ra .2S Location: X 47:fwLitr,Clad,MD&I Z White,5113"lm altr'IM IG -bzing,PWI Scrow, ILO,,2' 1-3i4I X Y 11-3/4" Cly laoc*,&Sash Lift,Fms(per desip) Jamb h=4 9{16 ZXot+e� _ PMPOSO-PAP 1 of 2 §1606.1.8 Exposure Category. For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the site at which the building or structure is to be constructed. For a site located in the transition zone between categories, the category resulting in the largest wind forces shall apply. Account shall be taken of variations in ground surface roughness that arise from natural topography and vegetation as well as from constructed features. For any given wind direction, the exposure in which a specific building or other structure is sited shall be assessed as being one of the following categories: 1. Exposure A. Large city centers with at least 500 of the buildings having a height in excess of 70 feet (21.3 m) . Use of this exposure category shall be limited to those areas for which terrain representative of Exposure A prevails in the upwind direction for a distance of at least one-half mile (0.8 km) or 10 times the height of the building or other structure, whichever is greater. Possible channeling effects or increased velocity pressures caused by the building or structure being located in the wake of adjacent buildings shall be taken into account. 2. Exposure B. Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another type exposure. 3. Exposure C. Means, except in the high velocity hurricane zone, that area which lies within 1500 feet of the coastal construction control line, or within 1500 feet of the mean high tide line, whichever is less. On barrier islands, exposure category C shall be applicable in the coastal building zone set forth in §161.55 (5) , Florida Statutes. 4. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water (excluding shorelines in hurricane prone regions) for a distance of at least 1 mile (1. 61 km) . Shorelines in Exposure D include inland waterways, the Great Lakes and coastal areas of California, Oregon, Washington and Alaska. This exposure shall apply only to those buildings and other structures exposed to the wind coming from over the water. Exposure D extends inland from the shoreline a distance of 1500 feet (460 m) or 10 times the height of the building or structure, whichever is greater. 08/06/2002 05:40 9042417071 JAMES SOWEN PAGE 02 I : Armadillo Construction i -1;�-0z I �rrst Fid 7 �r' Dnolt- r �rti don. � 17 w�aS ��rr�r►-,��j �.�S��r�cf� � 3 - 'IK- Z- 0 0 4'g7 59 Coral Street•Atlantic Beach, FL 32233 i Beeper 617-1879• Phone 904241-8274• Fax 904-241-7071 •,:'IAA hC'Itx r �it3)•M]Ipw.a•ww IWRt t••/r - - KIM•nOrOt L 0{a•Y K•7R,cr MI :G.t:i."•••t!li.r3•'t r,cr,N!.I ! i OM tUKl'0 nD t'F ft t•Ot0 w[:G•,t,i,. %.n - r-- u f•1•U I•' Ul }pY3•F,tri r.si.iit R9:2.a C W.•/D lar K r a•.am.t!. f�srtat°L[t"Im•r sW:t. I�+t�a�url 1+ � ;"t the'�' Qi Co .?iti:•t oilw6 Tt71t.u'rn q+YRW MwtlN:t. wl Tm•f "M ! YYIST Qi ft•.•.•. a ( I -9 I._ td i101°a '• �� NQ 'T ws••iT' RFAV MNCW, 'J wt'h.b7 C,•, I .rY Rtr: K IA kM++at x••,u atf M. I.p t H K/7[aTi•y•F••*•••[A;I 1r,IWPI•[t•Ff!!b raCT t/4 i'tl•::'P Y4 P j ilq IR�K a!f i t •a' •• 101 t[r110•, IrtlNla1 11 ' rr �{= I dKi� wK;Gy ! s•1/a A ..sa•xG.a I ` ' � ; j I � ; .•wlwal J o CP ,A. _ , SifR7,00 TPACK pE7All a1RyT C, N E j irAW 101.1.V e Ell � i il[VA'I071 So M Rt =E;till", ,I••+r '� 11 R tGtT --j A P P R O v w n vlcat �- CITY. OF ATLANTIC 'E'�CH t Pitt RRRT. I , �ETAtI M R:Y DEMIL to /f•K/� m •,•�. ! rr'Jia R1:irXGlfiitt rT lit!:,O ht,i 'alp:rJSF2f.1 tlIL:SII °T' i•t0%1 sE�J�-!li iwanz +. - , • s •T: ° O ' ----�•-- —�--� _Tai r � - -s:za.f�rzt. _ rR w• 4 ,i s r� M - Z :T :..lei 1. • _:,� i .f. t K!• Nm "" wn-.• ::lotli3 •"'#"y.�'KaiGRx`.3`f icr" '0 /.h'tyl L'i_':l G4't5 4U5'.D+: •.w w...�• m '�.�-:> __ _ :+.i: -- —:��s��-r"tee='•. _ —'+,•'—• - - ..... - . ' D m @ • w 08/06/2002 05:40 9042417071 JAMES BOWEN PAGE 04 i I FLORIDA BUILDING CODE, 201)� DESIGN PRESSURES FOR OPENINGS Wind Velocity(mphi _ Prepared By Importance Fat for COMA Nan" Jif 3 Exposure Category I :'• RUC ' STTURES Job Daecrlptioo v mv R hdwmd Pmmm Comdant Man Roof Hdght(n1 IMERNATIQNAI,LLC Building Width(iii Bulldh►p Lenglh(Iq # Root Slope (x:12) ::3}_> Job Number O A PEN S NEGATIV MARK DE>lt2tIPf10N ZONE ELEV. HEIGHT WIDTH AREA PRESSURE URE t" * 58.0 35.5 •42.1 _Ma -.r = � .m > 4M Igm IN tme � a k #x "F q LTJ $,�]'F.. - �:a�- MP3 �£ .F> y •-1 __ t 3• �a,= X{ur q:.-�> v.e'.�' �cs:...� Nor.. •a k"�.'�, '�r z. -_�:�.. t1 d ay - ME Pl� c...d ULM� : ... f-..: .•ui. I .: -' +� 1:moi .t.�t _ ! i Width of Edge strip(a)In fat= 3 ! 3 5 b O p Y i ! r 511512002 FBG-AM BOWER-1989 BEACH AVEC= Copyright 2002,Structures International,LLC , V below76"s—ethe guide 1 (3"max) type of construction Anchors Wood Construction I "h"Header � _� 1/4"maximum Drill fastener Drill o EXISTING Size Type Hole �� 1 12" 6"oc ,__ STRUCTURE \ •: t (3"max) o 1/8" Lagscrew 1" ors " Male 1" ��.. Panel Mate Female � " Panel Mate #3 #6 ge _ GLASS �#10 r � a Concrete or CBS Construction Drill Fastener Drill Panel 7 aw E Size Type Hole 3/16" Tapcon 1 3/4" I .234" Male & FM 1 3/4" a Panel Mate ao - EXISTING 1/2"Masonry Lead 1 1/2" studded STRUCTURE ComBit Anchor Angie T bo + / + Approved engineering is available upon request. o � � � Anchors Engineering will show alternative installations to address different standards, proper anchors, anchor #4spacing, edge distance and the minimum separation to the glass where applicable. Disclaimer.These storm panels comply with many municipal codes and regulations, but may not comply with all requirements. Purchaser must determine that this product and its installation comply with all codes and regulations for storm panels at the place of installation. Manufacturer disclaims any responsibility for determining compliance with codes and/or regulations applicable to the purchaser and makes no representation or warranties regarding suitability in this regard. Relevant Code Approvals: Dade County- SBCCI (Southern Building Code Congress International). See engineering for applicable code. Installationslim slimm Mounting"h"Header and Studded Angle Installing Panels so the holes are centered on the line. While '4. —Concrete or CBS Construction 1. We recommend that installer use gloves holding studded angle in place, make a pen- 1. Drill 1/4" holes into header and studded and eye protection during installation.Always cil mark in one of the 1/4" holes,then com- angle not more than 6"on center and within start left to right and overlap each panel. plete the process following instructions in a maximum of 3" from each end. See 2. Slide the top of each panel into the head- step 3 substituting studded angle for header. Illustration A. er and then push the bottom in over the 5. The length of the panel needed in this ❑ ❑ 2. Mark the center of both the header and studs. Verify that panel is straight, then example will be approximately 5" longer studded angle. install wing nuts on studs. The maximum than the height of the opening. If your con- i. Locate the center of the top of the open- gap between header and panel should be struction is similar to Illustration D, your 4• BOTTOM > in d e g OF PANEL < ADD 1/2' g anp Heil a 4"vertical line using a level. 1/4". panel length will be approximately 5"longer MARK HERE Repeat this exercise for the bottom of the 3. Complete the installation by overlapping than the height of your opening. In general, opening. See illustration B. the remaining panels and checking that all your panel height is the distance between a 4. Align the center mark on the header with wing nuts are tightened. point 1/4" from inside top of "h" header to the vertical line at the top of the window. bottom of studded angle.See Illustration D. ITIMt M11 Level the header track while verifying that Mounting "h" Header and Studded Angle In many cases,the stock sizes will not be the the bottom of the track is even with the top —Wood correct size for a code-approved installation. EXI21/2'WOOD LAG of the opening. 1. Panel sizes are determined-by the amount- If this is your situation, you can special STING--y � h"HEADER wol 5.While holding the header in place,make a of available structure around the opening. order your sizes from a sales associate. STMICTURE -„-,�.- E”1/4'MAXIMUM DISTANCE �,.�, ;„ „„„ „E.+,.. i 1A11t-1- 4nm.,..., r ri r Instructions for Material Order Form 1. Fill in width and height of opening in column 1. Hmewimbof Number of • °b^ scudded • Pencil 2. Take width of opening and locate the proper number Your Opeuiagis; Alum Noefs Header Angle of panels under "Number of Panels" chart. Next to • Tape Measure number of panels you will also find the proper size"h" 20"to 37* 3 39 39 • Level header and studded angle. Write these numbers in 38"to 49" 4 51 51 columns 2,4 and 5 of the"Material Order Form". • Hammer 3. Take the height of openirig and locate the height range 50"to 61" 5 63 63 • Electric Drill/Hammer Drill under"Panel Height"chart.Next to the correct range is the panel size you will need for this opening.Write this 62^to 73" 6 75 75 • Straight Screw Driver size on the Material Order Form under column 3. • 1/4"Steel Drill Bit 4. Repeat this process for each opening. 74"to 84" 7 87 87 • 3/16"Masonry Bit 5. These instructions are intended for openings with stan- dard"h"header and studded angle mounted flush to wall. 85"to 96" 8 99 99 • Blower/Turkey Baster -a Tool* for removing Cement DustMaterialOrder • 5/16" Nut Driver calamnt CoEmn2 columna Co}umn4 column Panel Height Opening opening Sim Number Pane( h-Header Studded (f Your Opening Panel •1/2" Combination drill bit* Humber Width xHeight of Panels Ne ht Size le Size • Lead Anchor Set Tool* J 36,x51 3 57 39 39 Height is: Height 23"to 27" 33" • Wingnut Driver • Electrical Extension Cord 28"to 41" 47" • Black or Red Permanent Marker 42"to 51" 57" 52"to 64" 70" Required tools for direct mount and removable tracks with lead anchors. 65"to 82" 88" t Suggestions 1. On paper, draw a layout of your home, noting the 1. Before removing panels from openings, mark each location of each opening. Number each opening with panel with a permanent marker with the same num- your front door as #1; then move counter clockwise ber assigned to this opening on the diagram of your and number each opening. house that you completed earlier. Make several copes and place at different locations in the event 2. Measure both width and height of each opening to be i g p g that one copy is misplaced. protected from the outside of your house. 3 2. Machine bolts are paintable as well as metal panels, . Figure the total number of panels needed along with their height by using the Material Order Form. but be sure you receive recommended surface prepa- ration from your local paint store. 4. Panels can also be mounted horizontally by using 3. Plan an escape route, since any opening protected by (2)studded angles installed vertically on each side of storm panels will be unavailable to you. your opening. When measuring opening for horizon- tal mount, height becomes width and width becomes 4. At least once a year, lubricate lead or brass anchors, height. See Illustration G. wing nuts and studs located on studded angles. t \ y` �/ ...v.. ... ... ..... .. . -...... ..v r.. c1:..: a��i u..u:.. �i. ..vvl••.• ,.•.a.ta.•ullvll:� ...uJl ul. v. •v 1.4i.v ll.av•3 :iivvli4.... -✓u.�{lulV track and drill a hole using a 3/16" masonry wood studs. You cannot attach tracks or brass wood bushings and Sldebbalk bolts for r bit.With a 5/16" nut driver, screw the head- panels to plywood, siding,or any other non- wood lags. er to the wall, level it, drill the remaining structural surface. WINDOWholes and fasten with the appropriate tap- 2. Repeat steps 1-4 as described under Mounting"h"Header and Studded Angle OR DOOR PANEL con. (If walls are heavily stuccoed, use a mounting for Concrete or CBS Construction. —Wood with Brick Facade I minimum 2 1/4" Tapcon.) To avoid water 3. If the header(area above opening) is sim- 1. Use the same instructions as for wood intrusion, caulk the top of the header. ilar to Illustration D, you can proceed. While except you must substitute 6" hex lag bolts BOTTOM SILL 6. To make header removable, level track, holding the header track in place, make a as fasteners and pre-drill brick facade. See EXISTING-� WOOD mark all holes, and remove header. Use a mark in one of the 1/4" holes. Remove the Illustration E. STRUCTURE 1/2" combo bit to drill holes. (Holes should track and drill a hole 1" deep using a 1/8" be 1 1/2" minimum.) Remove dust from wood bit. With a 5/16" nut driver, screw the Mounting "h"Header and Studded Angle holes by blowing them out using a turkey header to the wall, level it,drill the remaining —Wood with Siding baster or similar device. Insert lead anchors holes and fasten with wood lags. To avoid 1. Use the same instructions as for wood, Vh* 1'` 3v; into holes, making sure wedge section of water leaks, caulk the top of the header. however you can better manage the slope of BRICK FACADE anchor is inserted first. To set the anchor, 4. If the plate (area below opening) on your the siding by using a 1"build-out"h"header EXISTING–� strike the lead anchor set tool with a ham- window is similar to Illustration D, you can with a 1" build-out studless track. This is a S RUODCTURE �6'HEX BOLT LAG mer until the head is spread to just below proceed. Take the distance from the top of special order product and is also available in HEADER the top of the insert. Spray anchor thor- the sill to the top of the plate (2"x 4"wood 2"and 3"buildout tracks. See Illustration F. 1/4'MAXIMUMDISTANCE oughly with er to he all(with 1 1/2" slicone ide alk bolts.nt. Secure head- / cenplater d (estimated distance ter ofnominal 2" x 4" stud). For Mounting"h"Header and Studded Angle 7. Take one of the hurricane panels for this pie, a stucco surface is approximately 1/2" —Situations Requiring Horizontal Mount 4 opening and slide the top into the header thick; you then add the 3/4" to arrive at 1 or Buildout WINDOW Move the panel to the top of the header and 1/4". This is the total distance from the top 1. Window sills, door steps, expansive trim OR DOOR PANEL while holding it in place, make a pencil mark of the sill to the anchor holes. You must and other obstructions may prevent a nor- on the wall at the bottom of the panel. Make adjust first measurement to reflect any dif- mal flush mount. In most cases, the most another pencil mark exactly 1/2" below the ference in material or construction. In the cost-effective method to address this prob- previous mark. Be sure this mark intersects example,we determined the distance to be 1 lem is to employ a horizontal mount installa- BOTTOM SILL with the 4"vertical line drawn in step 3. See 1/4". Using a level, pencil a horizontal line 1 tion. In this case,the "h" header is eliminat- Illustration C.Align center mark on studded 1/4" below sill completely across opening ed and two studded angles are used. They EXISTING angle with center mark of opening. Set the intersecting vertical line (see step 3 under are installed on each side of the window, STRUCTURE BRICK FACADE base of studded angle on bottom horizontal Concrete of CBS Construction). Alin the allowing g ) g g panels to be placed horizontally. line and level. Repeat steps 5 and 6 substi- center mark on the studded angle with verti- Due to appearance concerns, we recom- tuting studded angle for header. cal line and place it over the horizontal line mend that these tracks be made removable. This is accomplished by using either the I I I lead or brass anchor system. Fasteners are EXISTING STRUCTURE to be a minimum of 3" from edge/side of SIDING(ALUMINUM,VINYL,WOOD) window. See Illustration G. EXISTING BUILDOUT"h"HEADER 2. Installation on some obstructions can be WOOD 1'BUILDOUT"h"HEADER 1',2,3' STRUCTURE ❑ -y� 1/4'MAXIMUM DISTANCE addressed by the use of buildout tracks. 1/4'MAXIMUMDISTANCE These tracks are also needed where building codes require a minimum separation between the glass and the storm panel. WINDOW ` Buildout "h" header and studless tracks are OR DOOR PANEL available In 1", 2" and 3" SIZES. SEB WINDOW OR DOORIllustration H. ' ; STORM PANEL SILL Direct Mount—No Tracks [111E 1'BUILDOUT BOTTOM SILL • N L:J °--I WING NUT 1. Use lead or brass anchors and bolts. EXISTING WING NUT /' BUILDOUTSTUDLESSTRACK These should line up with keyholes in WOOD STUDDED ANGLE/ 11,2',3' STRUCTURE EXISTING STRUCTURE panels. 2. Male or female panel mates are an alter- native anchoring method. PARTS 0 040 Aluminum Panel, 1/4" Steel Drillbit- PANEL 050 Aluminum Panel, 16 Mounting Holes in STORM 1 .040/.050 Peek-A-BooT"" Tracks & Panels INSTALLATION 1 ND or 24 gauge Galvanized Steel Panel 3/16" Masonry Bit- 17 Drills Hole for Tapcon SPECIFICATION 2 Clear Panel into Concrete 1/2"Combination Drillbit- "0"*18 Drills Hole for Leadk , 3 y h-Header- Anchor into Concrete PREMIUM PERMANCE Top Track r . Storage and Suggestions ATAN 4 o Studded Angle - Bottom Sill Panels nest together for convenient storage. Care should be ECOICA1..COST taken when handling and storing your panels. *5 Lagscrew- Permanent Mount in Wood Make sure panels are clean and dry.Try to store vertically off the round in a d g Tapcon - Permanent g dry protected area with good air circulation. � *g Do not wrap panels in plastic or other moisture trapping g Mount in Concrete material. / Male Panel Mate - � *7 =WE=CD= Permanent Mount in If moisture discoloration occurs (gray or black stain) this is Wood or concrete normal and does not effect the structural strength. Female Panel Mate - The clear panel is made of an extremely strong material,how- Female it can be scratched. When moving the panels (putting ' F 8 For Removable Mount r for Wood or Concrete up, taking down, or storing), be sure to avoid contact with , abrasive surfaces such as concrete walls, stucco, and sharp Lead Anchor- For metal corners.Also, be sure to wash away abrasive particles 9 Removable Mount in and granules of sand before storing in the nesting Concrete g g g position. Sidewalk Bolt- 1 1/2" If panels need cleaning, use ONLY SOAPY WATER and a *10 For removable Mount. clean sponge or rag.Dishwashing detergent and water is rec- 1" Used in CPW ommended. •All Products Code Approved DO NOT use ammonia, chlorine bleach, or any product • Wide Assortment to Address Individual Needs: '11 Brass Wood Bushings steel containing solvent based ingredients. 24 gauge white steel *12 Bushing Installation Tool DO NOT use abrasive cleaners. 040 Aluminum DO NOT use steel wool pads, scrubber sponges, or a used 040 Peek-A Boo'"'Aluminum 050 Aluminum Wingnut - Secures sponge or rag that may have sand particles embedded in it. 050 White Aluminum `13 Panel To Sill, also used 050 Peek-A-Boo'"'Aluminum with CPW Clear Panel Wingnut Driver- Im • Easy Installation *14 • Custom Sizes Available by Special Order Secures Wingnut The homeowner or tenant is advised that this • Panels Stack and Store Efficiently '15 a �—' Lead Anchor Set Tool - storm panel system WIII not offer hurricane protec- Taps in Lead Anchor tion unless all fasteners are properly installed. �*rEastern Metal Supply Inc. *16 5/16" Nut Driver- While the storm panels are installed, the open- www.easternmetal.com Secures Tapcon ings blocked cannot be used as escape exits. West Palm Beach,FL•Lake Worth,FL• Charlotte,NC "Located in Bins at Display Houston,TX •Lakeland,FL•St. Louis, MO•Mobile,AL CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING j 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 i �T-PERMIT INFORMATION resLOCATION INFORMATION Permit Number: 24110 Adds: 59 CORAL STREET Permit Type: GARAGE DOOR ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lots): Block: Section: Square Feet: Subdivision: ! Est.Value: Parcel Number: Improv. Cost: _ _ OWNER 1NFORMAnQN Date Issued: 5/16/2002 Name:. 'BOWEN, JIM Total Fees: 25.00 'Address: $9 CORAL STREET i Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233. Date Paid: 5/16/20_02- Phone: (904)612-6321 Work Desc: REPLACE GARAGE.©OOR - - ----- 1 CON TRACTQ S). _ _ APPLICATION FEE$ OVERHEAD DOOR COMPANY OJAX PERMIT•F --- 25.00 Arm lu- y A"' �! � ?``,'��a-`rte; fC.-��'' rrte�,,,, '.tom � --.,�"''` t `''�w .� �•� c. ^p„a -may- ,y �• .fit .� '�• NOTI :ON 1 BUILDING MATE THIS WO �h. SPACE, AND I MUST BE CLEAR C - - .H^- F 'l3YM. x "FAILURE TOC E. ! PROPERTY OW Nx ISSUED ACCORDING'! wX k � khS ECT TO REVOCATION FOR VIOLATION OF APPLI 0pw: Will T*: OC 1da: 'Sn7M h. ' AnWOL no: __ 14- .PEIRITS-DMZIAIN6 1 1125.A4 ATLANTIC BEACH ILDING DEPT. Q CLS5125.Y9 ffIIu dew! b/11/12 Tim: 17:17:52 CITY OF ATLANTIC BEACH PERMIT .CALCULATION SKEET Address �1 (Z Date Heated Sauare. Footage @ $ per sq .ft = $ Garage/Shed @ S per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ .$ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ �� • V_A-� ADDITIONAL PERMITS OR FEES : Kechanical ; ..Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : J ; r City of Atlantic Beach• 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 •FAX(904)247-5845 •htt2://www/ei.atlantic-beach.fl.us PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY(DUPLEX ) CONSTRUCTION Date Address where work is to be performed Applicant Address Phone: Legal Description: Block Number Lot Number _ Zoning District Contractor State License Number Phone Address Ci State —Zip Fax ty Describe Proposed Use and Work to be Done �resentt3se of Land orBuilding(s) r Valuation of Propo$ed ConsVuction (ft) Building Len ----�� Building Date: {ft) Building width ___--{ft) (ft) � e1ght r--- { ) Window Height___–�� Me *Window Elev. ft to window-------- _f------(ft) .goof Slope -----�� Measurement from corner of building 5 } 5 5 .o► 1 0 .•0 !r r. "1r I Al A 1 Elly`. r M Mg :.f n ... (• I .• :. V ''•'.Oil � \ ..\.._\ . W4 JP :A •• Itl � ///111 `� 1 r':.1 •• I• • I !.•'"1•: `sem"' / C 1 11 a- .r. •, 7ti .1. §1606.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9.1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9. 1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one= and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . t.SET ONIFONTAL TRACK DLL. BE 'C, C--, A 01INTERSALANCE Z/ F 12 ISO I .-n 'A,91 I�T F--V -L',ZR—C —'r rr CO. 1 1/9"T�K. -�yOSS-41S—C AVIILAIILE. R \-OPT O�L.l A—LA0,C. I-aP'ZC- TOP Of RADIUS ve CAT Ol se 2.S.f. USE �IIR.cl= E t-IC6721. 9.51FUT5 TO I I> BE - L AT.�.�Eo -,n�&C.E. lkE 'CA Bp l.n.SECT AT-0-—t OF W TSEMIC'. "ARI m U-1 E Ld I1/2 SECTION "k-A" $CA /p— S7ANOARD TRACK DETAIL '5S STAUTV CIL Jll .468 DOOR.107. t* 0 L ! INTERIOR ELEVATION te<CK 0 SCALE: OPT 0`,AL A'l— T-CA APPROVED - ROLLER CITY. OF ATLANTIC BEA OLLER SCALE.1!d ZXTA I L E OR tOl. Ell' BUILDING OFFICE CH 9 RK,. DETAIL C 1- VILE: ca 2 ro 7 SE� LE m s EER;'S Z80-10=SF--LOAO WICTI:CEUTM S711EIE:13 STI LERCIL!-�- ST RL-,Si RL-,S,'SECT 1 ROLLER HARDWARE 5 rvJA SIHRE _yes ASO 0 STV 7/:S 225 A S N'LE 1'ES MS2 2" %/'6 1 ."9 ^50 ST] -S'UL.S ST;;T, *4L N A 'A 'nCl I�IR!'2 RS FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS Wind Velocity(mph) 120 Prepared By l,.Higgins , Importance Factor Client Name JIM'Bower Exposure Category C57RUCTURES Job Description .Jslave Internal Pressure Coefficient +6018 `` Garage Door Mean Roof Height(ft) 36 Z, INTERNATIONAL,LLC (( � Building Width(ft) Building Length(ft) 30 Roof Slope (x:12) 5 Job Number 332 w 3 Y MON n r W - r OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) HEIGHT ftWIDTH(ft) AREA( PRESSURE( s PRESSURE(psf) GD Garage Door 5' 0.2 7': §8 56.0 33.5 -42.1 Width of Edge Strip(a)in feet= 3 S h 4 a 0. i FBC-JIM BOWER-1969 BEACH AVEA332 Copyright 2002,Structures Intemational,LLC 5/15/2002