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Permit 471 Sailfish (vault) FOR OFFICE USE ONLY Date.----..:'fro 6/ .................... �#�-�.r__F f..---Fee$..':�.�.�.."�.... CITY OF ATLANTIC BEACH Permit Valuation $.. _04P---------------------------•--- FLORIDA House #.If-7 APPLICATION FOR BUILDING PERMIT .................................. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. � - N 22 t,I , Date...................................................................... 1 19............ Owner.....�N F...�L_ T1ZkTR�..._�iQsi i Ac�TLt�1G_ -Address--------------------•---••- ••---------------•-----------Telephone No..............•------•--•--• Architect............................................ ------•---•-----•---------•------------•--Address............................-------------------------------Telephone No----------------------------- Contractor Builder..............srl4J-1sir*-me--------------------------------------------Address......................................•--•----•---•--•---Telephone No.------------... Lot No................. Block No Sub Diviaian_.--T�isH�...._��/ �...tY►_3..-----�.-----.- - -- ---------- ------ -•------Zone--------------- ------ ------------- t and.. ----• ----•-------------Sts. Valuation $.$�.O_QG.t.4.�?_:For what purpose will building be used...------------------- ---------Type of construction - Dimensions of Building.__5D-.X-ZL-----------Dimensions of Lot._it? - - X_._ --- [a:0.0-------------Size of Footings....--M_aN�4-••-------- Size of Piers-------------------••---------------Size of Sill's....._.-.-----------------------Greatest Sill Span in ft-----------.---------------Type Roof._- 3QAVF How will Building be Heated? t1�P1 ,..( VG-jl ,� -Will Building be on Solid or Filled Ground?-..-. Size of Ceiling Joists------._T vzi-s, ......... Distance on Centers_...............P................., Greatest Span--------------------------------•------• Size of Floor Joists. ----•---•-•- ----., Distance on Centers._......-- ------------- ---- Greatest Span------------------------------------------• Size of Rafters -----------------------------, Distance on Centers........._._- - , Greatest Span_------------­-........................ " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 1 a 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. �l S 6. When septic tank drain field or sewer is laid but before it is covered. A W 7. Electrical inspection by City of Jacksonville. Cl 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 building regulations of the City of Atlantic Beach. Signature of Builder. � .- ,0....................... J- Address............_...._.. Signatureof Owner.................................................................................. Address.._............................. 'Sy CITY OF ATLA TIC BEACH 800 SEMINC LE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHO E LINE 247-5826 Application Number . . . . . 03- 0027296 Date 12/15/03 Property Address . . . . . . 471 E SAILFISH DR Tenant nbr, name . . . . . . METAL RE-ROOF Application description . . . ROOF Property Zoning . . . . . . . TO E2 UPDATED Application valuation . . . . 14000 Owner Contractor --- ------ - -- - -- - - -- ----- - --- - - - -- - - - -- --- --- - -- - BAUER, CARL WINDOW SUPPLY, INC . 471 SAILFISH DRIVE H.J. MCDONALD JR. ATLANTIC BEACH FL 32233 P.O . BOX 830157 OCALA FL 34480 (352) 694-2580 ------- ------ --- - - --- - -- --- -- - - -- ----- -- - - ---- - - - - - - - - ---- - -- - -- --- - ------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 150 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 14000 Fee summary Charged Paid Credited Due ---- ----- -- - --- - - - - - - - -- -- - -- - --- - - - - - - - - - -- - - - -- - - --- - - - Permit Fee Total 150 . 00 150 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 3E PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE 10 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. 4! ' `� qMj(,_" BUILDING OFFICIAL CITY OF ATL�`ITIC B,,:"ACE P=1 IT .-CUCUL.aTION• SEEET Date__�Z Heated SQuare Fc etage Garage/shed C� er Carport/Poch. . _� - .ft $ Deck D $ Ber sq ft = $ . Pati. o � $ D _ • ez . sa ft $ " . TOTAL VALUATION: $ Total Valuation :Rema'Hing Value $ per t h ous and cs .or ;portiorir_ereof TOTAL BU I Lg 1(.G FEE $ +-:1-/2 FiLin Fee ;(: ). Fs:r.ep 1 a. es . @ $i5 . 00. r /gam • ..-BUILDING . PEILKIT FEE Ai .• 'KATER IMPACT FEE .$ SEWER. 'IMPAC FEE $ WA-TER' METER TAP $ 'CAP I TAL< .IMP OVEMENT :$ •S EWER.TAP 5 • . . •.` _( •. :) '•RADON. (ERS ) . 0050: ' $ � - SECTIONVING ( ) $ HYDRAULIC .S .RES $ CROSS CONNECTION.. $ (. ) �SURCFL GE .0050 . $ OT�EER ------------ GR�xn .TOTAL.' DUE A-00ITIONAL PERMITS OR .•FEES Electric{New PIumlbing Electric/Temp Septic Ta ;Swimmi.ngPaol nkwell Sign Finish Floor Elevation Serve; • :Other C.ALCUL.aTIONS and/nr NOTES : Cc: '-'44N 31, CITY OF ATLANI IC BEACH D. F BUILDING / ZONING DEPARTMENT Higgins 800 Seminole R ad jr Atlantic Beach,Floria 32233 q" (904)247-58 (904)247-5845 ax 2,:7 PLAN REVIEW COMMENTS Permit Application # Property Address: q'( C r F q-Dr . Applicant: I Project: me fet crin F This ermit application has been: Approved Reviewed and the following it ms need attention: v-k r�r `-�v��t ' F der c e z i UT kI=(c Please re-submit your application when these items have been completed. Reviewed By: Date: 4 Aj eJ e� } CITY OF ATLAN IC BEACH NOV 2 ROOFING PERMIT APPLICATION Job Address: 7 Dsu' Owner of Property: c e% C &a u Address: IJ Telephone: CU L/ Z1 6 - Contractor: >�C JU a 2� State License Number: C 1� C 0 Contractor's Address: U d Telephone: 3S -(;� Col Lf Q Fax: a �/ oZ so Scope of Work: Me e - `acrd U9 g 3 c Deck Slope: 1' p � � � Greater than 2:12 Less than 2:12 Valuation of work: Z L U a�0 p Product Name(Example:Timberline): 1 C c n Manufacturer(Example: GAF): Mc ASTM Designation(s): ILA. t Required Inspections: Sheathing and Final Signature of Owner: Date: Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally nown ❑ Produced ic entification Type of ide itification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signa re: ❑ Personally Known ❑ Produced i ntification Type of ide itification produced 800 Seminole Road •Atlantic Beach,*Florida 32233-5445 Page 1 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Revised 2/21!03 rCITY OF JACKSONVILLE, FLOI UDA BUILDING INSPECTION DMS ON r BUILQING PERMIT APPLICATION Permit Number ONVAI"� ' (APPLICATION MUST BE TYPED OR PRI ED IN INKo � R.E. NO.: DATE ISSUED: s OFFICIAL HOUSE NUMBER STREET AME USE TYPE DIRECTION APT/UNIT ZONING ZONING APPROVAL ONLY ZONING NOTES: INSP.AREA FINAL APPROVA FEE$ _ NOTICE OF COMMENCEMENT REQUIRED? ES or ❑NO w ASSOCIATED PERMIT NO. ADDRESS NUMBER -/ STREET NAME ZIP CODEG� W LOCATED BETWEENP f 4 Y ST EET AND VS^cr �C STREET LEGAL DESCRIPTION LOT NO.: BLOCK SUBDIVISIO ❑ CASH (State portion of lot if less than full lot-Attach legal description per deed in duplicate if metes and bounds) ❑ ESCROW ❑ EXEMPT Q DO YOU WANT INSPECTION RESULT NOTIFICATIONS SENT TO YOUR E-MAIL A DDRESS?❑YES or❑NO rf, m PROPERTY OWNER LICEN ED ONTRACTOR FLORIDA ARCHITECT OR ENGINEER = COMPANY NAME COMPANY NAME I COMPANY NAM NAME AY NAME �r LICENSEE NAMIk R P Z LICENSE NQ O TITLE LICENSE NO. 1 ^,1 K' CITY ID NO.; 4`77 LICENSEE SIGN`ATURE10 1 c�`F ADDRESS ADDRESS PD '� ADDRESS71 s l ish D f . 3 u0TE4/-zS TELEPHONE NO 2qn r ,3 zvg i'y TELEPHONE NO.: W FAX NO.: FAX NO.: G r EMAIL ADDRESS: E-MAIL ADDRESS:2 7 S FEE SIMPLE TITLEHOLDER Z (IF OTHER THAN OWNER) BONDINGCOMPANY MORTGAGE LENDER Z NAME NAME NAMEUJI Q ADDRESS ADDRESS ADDRESS N t, U) _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or I;. I— installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards Z of all laws regulating construction in this,jurisdiction. I understand that a separate�permit must be secured for :j N ELECTRICAL ONDI RONERSWORK, Rc, PLUMBING, SIGNS, WELLS, POOLS), FURNACES, BOILERS, HEATERS, TANKS,AND AIR W OWNER'S AFFIDAVIT-[ certify that all the foregoing infor tion is accurate and that all work will be done in compliance with all applicable laws regulating construction a id zoning. I will not occupy or use the referenced building, or any part thereof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. G� U<J` WARNING TO OWNER—YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE ENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FI ANCING CONSULT WITH Ito YOUR LENDER OR AN ATTOR EY BEFORE RECORDING } N YOUR NOTICE OF COMMENCEMENT. Z OWNR or AGENT CONTRACTOR Q (m Age ower of ome gency Letter Required) / uallfler Only) V Signed. DATE:/ Signed: DATE: J p, Before is m_day o .r` in he -Before me this- -- day of� v e QCoun of Duval,S�yj�te of Florida,has personally appeared County f Duv I,S ate f,F on a ha personally appeared 1 154�b� herein by 1'f• . � '1 a lrtrZ J ►-^• herein by. himself/herself and affirms that all statements and declarations herein himself/and affirms that all sJWAmPnhq nd declarations herein are true Z are true and accurate. and accurate. MARY JUNE HALLORAN 4 L. my comm bV."M 0 ' _ / /� No.CC 916156 11/25/2003 15:43 352-694-6939 NHC OCALA PAGE 01 P O Boos 830157 Ocala,FL 34483 1 800-897-2837 Window Supply 352 904-2580 Fax Tis Carol®Atlantic Beach Pem>h Office F101. Jikki Smith Fere 904 247-5845 Pag.n 8 pages FhWM 904 247-5825 DOW 112SM3 Rat CC., 0 MUM 13 Roc Ravlew O Pionee Cm u mew! 3 Please Reply ❑lakoAe Roeyele e Carenents This is the engineering for the permit a0im tion we submitted today for the address of 471 SeNsh Drive Atlantic Beach,Florida.Please cal me if you have any questiom. PRO - PANEL II Metal Roofing System s■� TM WINDOWS PPLY, INC . APPROVED CITY%%I" �O�1 DINGATLAHTIC OFF C EACH V\010 DEC ll 2003 ay: NOTE:THIS STRUCTURE HAS BEEN DESIGNED TO MEET N"C" 2, x,003 OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 011 1. BASIC WIND SPEED— 140MPH. : 2.WIND IMPORTANCE FACTOR— 1.0 1 18 .g 3.WIND EXPOSURE—CATEGORY(C) 4. INTERNAL PRESSURE COEFFICIENT= .18 5. COMPONENTS AND CLADDING—(32.3/—41.2)PSF. c I Ken Ehlers, P. E. STRUCTURAL DESIGN SERVICES Licensed Professional = , No.18243 • = 531 South S.R. 434 Suite 2005 Engineer No. 18243 b. * = Altamonte Springs, FL 32714 531 S. SR. 434, STE. 2005 ;moo . SUTEOF SDS Phone (407) 290-2799 Altamonte Springs, FL 32714 '`fORID�. fax (407) 290-2953 Phone (407)-290-2799 " fs/ NAI EXPO .,C„ 03 10:40 352-694-6939 NHC ICALA PAGE 02 Awl SPEClFICATI NS PAMMAC MADE SMECIRCADONS SE�IM-LOC 24 WCMN 07610 M WORM PANELS ..r� � ' fSpec6ierNamllan(llmpnslFntlatiollcr�ingFsaspao'fier'ande sampfs. VMMAL SEAM PART f - GENERAL t.o1 Derrcrfpbiori n ilSpaoFiw:Doeol�Illwparagr�phA.e�aptbpaddn8ssedandMah enbesls PNO-L8C I A. Gear l n 1.Wn,W+awxwbor.nmarhlrloolR•eq n�erA,aneaemorstoral (ocnooseam:roar�np,fasols,aidr,p,,oAl1, as indbled,in asoad wAh porrsrorrs d Cvnbad Doaaar�b. marwort� FR04AC U V 2.Go"41deh' l mistr�aicrkdaiistherbmhm A 3.Mhoughmchwalcb"oiapa�s�aled.firref►and' alsupplane lbaryarftlisc ,eousbmapput monmsand PRO-SOC In J a "1Q"�b d Mssoud.9eeuaand Ic on B. ;-WWworkspeom altamw : f t.Sbr:linfsled:SedmOSle0. RWRATTEN 2 SNM)oisls:SscftO5MOrWAOO n 3.Flaelftawd"m",.Sw.tion07600. � l'RATIMN 0PKrler:D"mkmn=jcwcM rialisedandaddanyfOwdiom%NchampWkwd. L OZ Uft Aa+Nwm IMAGE h A. dwderds: NA:'11+e3t *W Shah Meld MWW Slra Mad w d GrillioringCmftd Wdorrel Amodal m,ku AISC:%Ibw comb qam wfa W American km6lyds d Sbd SOE!'it'PANEL 3.At51:�Ceid Form SNeI Ossipn Wralat'Amarioan pon Zr*? Steel nsiitae. APARkmmft-89:SbnderdSOepYiglipnlblSketcheel. -Zlm Coatedblr#*WD1rProaeSk,rmw 6 ASTM A527-90:Sbandead SpeabcaI f0r Steel Sheet,Znc STILI; (Gaka"kO by Ble Hd4Xp Promos,Lock•Fonnkrp fly 7 AA"M t: SpsoEgtionb Steil Shed.brc. (tialrani 4 by Ow Not-Dip Pmmws.0ommadal OmMy. R-PANEL 9 I tfiaer's Spec iadonta Steel Sheet, (Gelvanizu!}bybhe NoFOip Proas�Stnrceagl(PFrysical) t•end rertasamirirramatOreeyaaraaap«ierroain panMsatiNsmkaeinapenne m. OWorw IbPANQ prodrrrAorrtaa'It� keitdar's I.b*WalondwmbandW*smd=byirsta#mwihamh oflh=yearseqeiisrceinp+Wpr*cbaf-INsnaW. SPAN LINE 36 .03 Subm4W# m" SPANlNIE3tiA twtngLDoe+ot andwadlsrededM bA�eNld ►eriew0onotproad ewr+utaqunpriarbr�eriewd Fmpmdbykdra wfw arw%ondrawings. z P QsshoN►a+aMrodsot.r.cfion,Wwvwuwukand- nelt.teaborgandddmk AadtlrW USE 33 6 fbhw "ft sawnle.k"Ma s wlyr aA rroterials not an4 proposed iderdMlr�tion D and lMi► . '.��. 8. s�nrpletandoaortdlpstoreJtpapoeadtrriatree. ,.xs, . 5. y' Subs Orm 121n penel of _ b. byAd CLA=C jM C. sl: _ pondmvdK$M,4=tlnalacceplanoeforpoj4 brish aw=rAycmWnqbmmdalag**napktre,gpjct W 2 �^" C0pmwtinerh apw do*d�edarg,bNsbednp,momisbrapmWid2p SYCROY� I�Y�ars• varXaq, �pOw+adnMsq.andladirptoraperiodoltwardy► aw 1.Dsw".DDaiiw p" bbjj'obsdMe ,ti"dpmI g, b aes in udoedeOpkw wd wscttn0 iasC. Ston B• �•Easrdts exbeme bonding, «+d.ndeurlaoe Itor iot toprarsd�co d 9W&xdQ'wd platfamt.SasuWww*wOmWowm*4pw*MW mil sndes ��+"•� iheapproprfaM'Parb2•Prodrls tediontlrd MmaroMgnonetype(sa►hslisusedanaprojeq,rwaiarbet' FART 2 - PxWg= r pRO MnEt Comm to omw ADI iNsb*b f 0 br +o� SUM OgL*WWnt go" MO Slate Road 80 &gyp,IM 47172 O Metal Seise manufaeru Co�ordiorVI to char"wahxd notkW Efia4W Deft&M TABLE OF CONTENTS GENERALTERM-S-------------------------------------------- ------------------------------------------ ------------- -------1 INSTALLATION INFORMATION----------------- ---------------------------------------------------------------2 INTERMEDIATE LOCATION CONNECTION_---------------------------------------------------3 EAVE / OVERHANG CONNECTION_. ------------------------------------------------------- ----4 RAKE / GABLE CONNECTION------------------ ------------------- --------------------------------------------5 RIDGECONNECTIOIN------------------------------- ---- ---------------------------------------------------------------6 HIPCONNECTION-------------------------------------------- -------------------------------------------------------------- 7 VALLEY PITCH BREAK CONNECTION--------------------------- ------------------------------------ SPECIFICATIONS--------------------------------------------- -------------- -------------------------------------------------9 SECTION PROPERTIES & LOAD TABLES------------- -------------------------------------- -----10 SIDEWALLFLASHING DETAIL-_------------------------------------------------------------------------------ 1 HEADWALL FLASHING DETAIL------------ --------------------------------------------------------------- 12 ROOFSLOPE 1 :12 TO 2:12 --------------------- ----------------------------------------------------------------13 METALROOF PIPE FLASHING------------- ----------------------------------------------------------------14 GOOSENECK VENT INSTALATION-------------------------------------------------------------- ----- 15 METAL ROOF LEAD BOOT FLASHIN --------- -----------------------------------------------------16 J n a � I Ken Ehlers, P. E. PRO - PANE II Licen ed Professional Engi eer No. 18243 =Y�;'��RS�k4TF _ Metal Roofing System 531 S SR. 434 STE. 2005 � - + - No.76243 � * - NA��� Alt onte Springs, FL 32714 _ Phon (407)-290-2799 ;Ao'• Sn►rEOF ��` HOME fY'Y' NOTE: RORQ11 . WINDOW SUPPLY,INC. THIS TRUCTURE HAS BEEN DESIGNED TO ME ET OR EXCEED THE 140 M.P.H. WIND REQUIREMENTS OF SEC. 1606 OF THE F ORIDA BUILDING CODE 2001 EDITION. fletid Sales Corporate Office `" FOR MORE INFORMATION ABOUT THIS P NO OTHER PRODUCTS VISIT: (812)2461935 1 www.mtlsales.com , GENERAL TERMS 5 4 6 3 � 7 2 1 8 9 1. RAKE /GABLE 2. EAVE /OVERHANG 3. CHIMNEY 4. CRICKET 5. VALLEY 6. RIDGE 7. HIP RIDGE 8. ENDWALL FLASH 9. PITCH BREAK 10. SIDEWALL FLASH j Ken Ehlers, P. E. PRO - PANEL II " Lice sed Professional , Metal Roof System Engi eer No. 18243 `,�� .. H . ' 531 R. SR. 434, STE. 2005 ;r ,-�4RZw-1c4i- NA' �_ Alta onte Springs, FL 32714 _ . No.18243 NOT (407)-290-2799 p STAtFOF HOME W L� �` THIS TRUCTURE HAS BEEN DESIGNED =off Opi..... WINDOW SUPPLY,INC. j/Oka`'E�V TOM ET OR EXCEED THE 140 M.P.H.WIND REOL IREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 1 INSTALLATION INFORMATION STITCH SCREW WOODSCREW WOODSCREW WOODSCREW STITCH SCREW (RECOMMENDED AT ALL.SIDE LAPS ON ROOF ONLY.) FASTENERS RECONENDED A ONE SIDE OF MAJOR RIBS. 1 � fi 1fi1 SLOPE-----------------------The minimum recomended slope for any Pro-Plan II roofing panel is 3:12.Lesser slopes must use an extended valley and flasshing system,but no roof slope shall be less than 1 12. SUBSTRUCTURE-----------Pro-Panel II is designed to be utilized over open structural fi aming,but can easily be used with a solid substrate. To avoid panel distortion,use a properly alligned and unifron substructure. COVERAGE-------.---------Pro-Panel II panels are available in a 36"with a 5/8"rib height. LENGTH Lenghts under 4'-0"are available with some cutting restrictsns.Maximun recomended panel length is 45'-0'. Longer panels require addittional consideration in packagin ,shipping,and erection.Consult Metal Sales for Recommendations. AVAILABILITY---------------29 guage. APPLICATIOR---------------Commercial,Architectural,and Residential panel. FASTENING SYSTEM------Direct Fasten(exposed) FASTENERS--------.--------The fastener selection guide should be consulted for choos ng proper fasteners for specific applications.Quantity and type of fastener must meet necessary loading and codd requirements. MATERIALS--------_---------Galvalume or Galvanized. FINISH------------------------Colorfast 25 .See Solutions brochure for color selectionConsiderations for crushing of bearing surface may be required- Keti Ehlers, P. E. PRO - PANEL II Lice ised Professional , Metal Roofing System Engi eer No. 18243 ;�� __ F 531 . SR. 434, STE. 2005 SEA tl N NAI�o _ Alta onte Springs, FL 32714 ' .: No.18243 NOT (407)-290-2799 o STATE OF NOME RAF -.. ;0e. ; WINDOW SUPPLY,INC. THIS TRUCTURE HAS BEEN DESIGNED �J��ONAl��E'\� TOM ET OR EXCEED THE 140 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 2 INTERMEDIATE L.00ATION CONNECTION EXISTING ASPHALT (5)#10 x 1" SMS w/ ROOF SHINGLES EPDM WASHER PAINTED TO MATCH ROOF PRO-PANEL II ROOF PANEL E45f SOfZ ROOF DECKING S� 'CRP-(E�s FL 3/4" x 1" x 1-3/4" x 20GA. STEEL "Z" PURLIN. 48" O.C. ANCHORED THROUGH EXISTING ASPHALT ROOFING INTO ROOF DECKING w/ #10 x 1" SMS OR EQUIVALENT ALL PURPOSE SCREW, PER SCHEDULE SEE PAGE 9. CROSS SECTION OF TYPICAL INTERMEDIATE LOCATION OVER EXISTING SHINGLED ROOF OR NEIN WOOD ROOF DECK PRO-PANEL II 10 x 1" ROOF PANEL OOD ZAC NOTE: USE PLASTIC CAP SIMPLEX NAILS ON FELT PAPER TO AVOID OXIDATION TO ROOF PANELS RADIANT BARRIER OR EPS FOAM INSULATION 3LIBSTRUCTURE NOTES: TAPE ALL JOINTS OF EPS FOAM INS JLATION BOARD USING 2" WIDE FOIL TAPE. Ke i Ehlers, P. E. PRO - PANEL it Lice sed Professional ;, e H t , ng F Metal Roofing System 5Eneer No. 18243 31 . SR. 434, STE. 2005 NAI 10 _ Alta nonte Springs, FL 32714 = . : No.18243Phor = HOME RAF 1.. NOT e (407)-290-2799 It o SlATEOF WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED TO IVEET OR EXCEED THE 140 M.P.H.WIND . REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 3 EAVE / OVERHANG CONNECTION PRO-PANEL II EXISTING ASPHALT ROOF PANEL ROOF SHINGLES 3"WIDE FACE 26 GA. DRIP EDGE ATTACHED TO TOP SIDE OF"Z"PRULIN W/PANCAKE HEAD FASTENER. (4)FASTENERS PER 12'-0"SECTION. el` S P SOFL ROOF DECKING R 3/4"x 1"x 1-3/4"x 20GA. STEEL "Z" PURLIN.48"O.C.ANCHORED THROUGH EXISTING ASPHALT ROOFING INTO ROOF DECKING w/ #10 x 1"SMS OR EQUIVALENT ALL PURPOSE SCREW, PER SCHEDULE SEE PAGE 9. CROSS SECTION OF TYPIC AL EAVE / OVERHANG OVER EXISTING SHINGLED OOF OR NEW WOOD ROOF DECK PRO-PANEL II RADIANT BARRIER OR ROOF PANEL EPS FOAM INSULATION #10 x 1" WOOD ZAC DRIP EDGE SUBSTRUCTURE NOTES: 1. Tape all joints of eps foam insulation board using 2" wide foil tape, including the top edge of the drip edge. 2. Attach drip edge to roof deck w/ pankcake head f steners.(4) per 12'-0" section. 3. Attach panel at eave with #10 x 1" wood zacs, per manufacturers specifications. Keri Ehlers, P. E. PRO - PANEL II Lice sed Professional , Metal Roofing System Engi eer No. 18243 - � e .. � 531 S. SR. 434, STE. 2005 ;rte, c, �l� I ,RN NAS 10 Alta onte Springs, FL 32714 No.18243 • - HOMEry�� �ppp��� Phon (407)-290-2799 * = 1141- NOTE: , 0, STATE OF WINDOW SUPPLY,INC. THIS 3TRUCTURE HAS BEEN DESIGNED ��rfONAIt',��` TOM ET OR EXCEED THE 140 M.P.H.WIND ' t REQL IREMENTS OF SEC. 1606 OF THE i FLO DA BUILDING CODE 2001 EDITION. Page 4 RAKE / GABLE C NNECTION PRO-PANEL II ROOF PANEL RAKE TRIM "J" CHANNEL EPS FOAM INSULATION ROOF DECKING #10 x 1" SMS OR EQUIVALENT ALL PURPOSE SCREW PANCAKE HEAD FASTENER CROSS SECTION OF TYPICAL RAKE / GABLE OVER EXISTING SHINGLED R OF OR NEW WOOD ROOF DECK PRO-PANEL II ROOF PANEL #10 x 1" RAKE TRIM WOOD ZAC "J" CHANNEL RADIANT BARRIER OR EPS FOAM INSULATION S DRIP EDGE SUBSTRUCTURE NOTES: 1. Tape all joints of eps foam insulation board using " wide foil tape, including the top edge of the drip/ rake trim. 2. Install rake trim to top side of drip trim and flush or outside edge. Allow rake trim to overhang 1" on eave of roof or equal measurement of roof panel overhang. Ken Ehlers, P. E. PRO - PANEL II Lice sed Professional _ Metal RooEngineer No. 18243 � �RoofingSystemSystem 531 S. SR. 434, STE. 2005 ;r� .G,�11FfCj"r. �'P NA11olM Altarrionte Springs, FL 32714 No.18243 Phone (407)-290-2799 - HOMEC I.v :A STATE oF NOTE - o • 'r- WINDOW SUPPLY,INC. THIS TRUCTURE HAS BEEN DESIGNED TO ME ET OR EXCEED THE 140 M.P.H.WIND REQU REMENTS OF SEC. 1606 OF THE FLORI DA BUILDING CODE 2001 EDITION. Page 5 RIDGE CONNECTION PRO - PANEL II RIDGE FLASHING ROOF PANEL #10 x 1-1/2" WOOD ZAC 'CSP OF DECKIN RADIANT BARRIER OR EPS INSULATION CROSS SECTION OF TYPICAL RIDGE CONNECTION OVER EXISTING SHINGLED R OF OR NEW WOOD ROOF DECK #10 x 1-1/2" WOOD ZAC PRO - PANEL II ROOF PANEL RADIANT BARRIER OR EPS INSULATION TRUSS OR RAFTER SUBSTRUCTURE NOTES: 1. Stop panels 2" from center line of ridge. 2. When ridge substructure has been removed for vent lation, install synthetic baffle material in open area. 3. Attach ridge flash with #10 x 1-1/2" Wood Zac faster ers 18" O.C. Install fasteners at every other high rib in the panel to E void dimpling the ridge flashing. Ker Ehlers, P. E. PRO - PANEL II Licensed Professional 00"" _ En i eer No. 18243 Metal Roofing System g 531 S. SR. 434, STE. 2005 NAI IO Altanionte Springs, FL 32714 ' r N � . � No.18243 � Phon (407)-290-2799 .-o HOME RAF I.� _ STATE 4 NOTE WINDOW SUPPLY,INC. THIS TRUCTURE HAS BEEN DESIGNED OHAI TOM ET OR EXCEED THE 140 M.P.H.WIND REQ IREMENTS OF SEC. 1606 OF THE FLOR DA BUILDING CODE 2001 EDITION. I Page 6 HIP RIDGE CONNECTION PRO - PANEL 11 RIDGE / FLASHING ROOF PANEL #10 x 1-1/2" WOOD ZAC S OR OOF DECKIN RADIANT BARRIER OR EPS INSULATION CROSS SECTION OF TYPICAL HIP RIDGE CONNECTION OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK #10 x 1-1/2" RIDGE / HIP FLASHING WOOD ZAC PRO - PANEL II ROOF PANEL RADIANT BARRIER SUBSTRUCTURE OR EPS INSULATION NOTES: 1. Bevel cut panels to match slope of hip and install. 2. When hip ridge substructure has been removed forventilation, install synthetic baffle material in open area. 3. Attach ridge flash with #10 x 1-1/2" Wood Zac faste ers 18" O.C. Install fasteners at every other high rib in the panel to avoid dimpling the ridge flashing. Kert Ehlers, P. E. PRO - PANEL II Licensed Professional Metal Roofing System Engi-icer No. 18243 ,,�� ...... 531 S. SR. 434, STE. 2005 NA'1O _ Alta onte Springs, FL 32714 _= No.18243 = Phon (407)-290-2799 * - I'IOME RAI`L STATE OF WINDOW SUPPLY,INC. THIS .TRUCTURE HAS BEEN DESIGNED 'o�`^Jd NAI TOM ET OR EXCEED THE 140 M.P.H.WIND REQL IREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 7 VALLEY CONNECTION PRO - PANEL II VALLEY FLASHING ROOF PANEL #10 x 1-1/2" WOOD ZAC 2„M /N RADIANT BARRIER OR EPS INSULATION ROOF DECKING CROSS SECTION OF TYPICAL VALLEY CONNECTION OVER EXISTING SHINGLED ROOF OF NEW WOOD ROOF DECK RADIANT BARRIER \ OR EPS INSULATION PRO - PANEL II ROOF PANEL ?" WOOD 0 x 1-1/2" SUBSTRUCTURE ZAC VALLEY FLASHING NOTES: 1. Bevel cut panels to match slope of valley and install. 2. When valley substructure has been removed for ventilation, install synthetic baffle material in open area. 3. Attach valley flashing with #10 x 1-1/2" Wood Zac fasteners 18" O.C. Install fasteners at every other high rib in the panel to avoid dimpling the flashing. Ken Ehlers P. E. PRO - PANEL II Lice sed Professional En i eer No. 18243 dwi - F Metal Roofing System 53 g . SR. 434, STE. 2005 ;rc�11FlrtrF- �N NA) Alta onte Springs, FL 32714 _ No 18243 Phon (407)-290-2799 STAIEOF /� NOTE: HOME ' THIS STRUCTURE HAS BEEN DESIGNED -.�,rfx�2oRl�► WINDOW SUPPLY,INC. S��tiAL TOM ET OR EXCEED THE 140 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 8 SCHEDULE OF ANCHOR SPACING FOR Z - PURLIN FRAMING 1. SCHEDULE OF # 10 SCREW SPACING INTO TRUSSES WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH/#/SF RESPECTIVELY Z- BAR LOCATION ON ROOF 140/40 A. EDGE OR RIDGE 2 @ 2'-0" B. INTERIOR PURLINS - - ---- 2. - ----2. SCHEDULE OF # 10 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OSB. OR 3/4" SOLID WOOD DECKING. WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH/#/SF RESPECTIVELY Z- BAR LOCATION ON ROOF 140/40 A. EDGE OR RIDGE 8" O. C. B. INTERIOR PURLINS 4" O. C. 3. SCHEDULE OF # 12 SCREW SPACING INTO TRUSSES WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH/#/SF RESPECTIVELY Z- BAR LOCATION ON ROOF 140/40 A. EDGE OR RIDGE 1 @ 2'-0" B. INTERIOR PURLINS 2 @ 2'-0" 4. SCHEDULE OF # 12 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OSB. OR 3/4" SOLID WOOD DECKING. WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH/#/SF RESPECTIVELY Z - BAR LOCATION ON ROOF 140 /40 A. EDGE OR RIDGE 9" O. C. B. INTERIOR PURLINS 4" O. C. NOTES:1 THE TABLES ABOVE ASSUME TRUSS SPACING OF 2'-0"0.C. 2. MAXIMUM PRULIN SPACING 48"0.C. 3. SCREWS SHALL BE S.M.S.OR MULTIPURPOSE SCREWS AND ENGHT SHALL BE SUFFICIENT TO PENETRATE THE RAFTERS OR TRUSS MEMBERS 1-1/4". SHEATHING SHALL BE PENETRATED SO THAT THE FULL SCR W DIAMETER IS EXPOSED AT THE UNDERSIDE OF THE SHEATHING. Ken Ehlers, P. E. PRO - PANEL II Licensed Professional e H Metal Roofing System Engi eer No. 18243 - � F - y 531 S SR. 434, STE. 2005 ; Who _ Alta onte Springs, FL 32714 ` . No.18243 ry�A DAC HOME RAFI,� Phon (407)-290-2799 STATE OF 4 NOTE WINDOW SUPPLY,INC. THIS 13TRUCTURE HAS BEEN DESIGNED TOM ET OR EXCEED THE 140 M.P.H.WIND REQU REMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 9 ALLOWABLE SPANS FOR ROOF PANEL SYSTEMS SECTION PROPERTIES Ix Sx PANEL DEFLECTION BENDING GUAGE COEFFICIENT 29 0.006 0.0140 26 0086 0.0159 NOTES: 1. Span based on deflection limit of L/ 100. 2. Sx = Ix/Cy 36" x 5/8" x 29 GA. GAL ALUME ROOF PANEL WITH 3/4" SOLID IME ULATION BOARD LOAD CONDITIONS SPAN CONDITIONS WIND LOAD APPLIED (MPH) LOAD(#/Sq.Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN 140 40 4'-0" 4'-0" 4'-0" 4'-0" 150 46 2'-9" 2'-9" 2'-11" 2'-11" 160 52 2'-7" 2'-7" 2'-9" 2'-9" 36" x 5/8" x 26 GA. GAL ALUME ROOF PANEL WITH 3/4" SOLID INSULATION BOARD LOAD CONDITIONS SPAN CONDITIONS WIND LOAD, APPLIED (MPH) LOAD(#/Sq.Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN 140 40 4'-0" 4'-0" 4'-0" 4'-0" 150 46 j 3'-2" 3'-2" 3'-7" 3'-5" 160 52 2'-11" 2'-11" 3'-3" T-2" Keri Ehlers, P. E. ,j PRO - PANEL II Licer sed Professional Engi icer No. 18243 �.`a E ... Metal Roofing System 531 S SR. 434, STE. 2005 ;r`°:,,`�IINCW �N NA)10 Altarnonte Springs, FL 32714 = . ; No.18243 = HPhone (407)-290-2799 OME RA . S�1> OF NOTE ;�: c•"; WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED �'rs, I. `,U,�; j TOM ET OR EXCEED THE 140 M.P.H.WIND REQU REMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 10 SIDEWALL FLASHING DETAIL COLJNTER FLASHING RINGLET OR SKYL GHT FACTORY CURB FLASHING WALL/ CUR FASTENER (BY OTHERS) SIDEWALL FLASHING (FIELD CUT TO HEIGHT) STITCH SCREW 1'-0" O.C. (TYPICAL) CONTINIOUS TAPE SEALANT PRO- PANEL II -21 U J _NL u-I- W 7•, 4„ 1" LASHING PROFILE Ken Ehlers, P. E. PRO - PANEL II Licer sed Professional Metal Roofing System Engi eer No. 18243 ��, .iFH �A''O�� 531 S. SR. 434, STE. 2005 _ Altankonte Springs, FL 32714 - . No.18243 = � Phone (407)-290-2799 SrAF HOMECANOTE = - WINDOW SUPPLY,INC. THIS TRUCTURE HAS BEEN DESIGNED - rFf� N�,��4 TOM ET OR EXCEED THE 140 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLOR DA BUILDING CODE 2001 EDITION. Page 11 HEADWALL FLASHING DETAIL COL NTER FLASHING RINGLET OR SKYLIGHT FACTORY CURB FLASHING WALL/ CUR FASTENER (BY OTHERS) HEADWALL FLASHING (FIELD CUT TO HEIGHT) STITCH SCREW V-0" O.C. (TYPICAL) CONTINIOUS TAPE SEALANT SELF DRILLER SCREW PRO- PANEL I UO OW J= FLASHING F° SPECIFY PROFILE ANGLE HEM 6" Ked Ehlers, P. E. 1 PRO - PANEL 11 Lice sed Professional "' Metal Roofing System Engi eer No. 18243 lk, ZJFI c q 531 . SR. 434, STE. 2005off' �rF s; NA'�� Alta onte Springs, FL 32714 : . No.18243 Phon (407)-290-2799 s>�TEof HOME �.. -� WINDOW SUPPLY,INC. THIS •STRUCTURE HAS BEEN DESIGNED ���ff� Ai �a� TOM ET OR EXCEED THE 140 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE "`"`� FLORIDA BUILDING CODE 2001 EDITION. Page 12 ROOF SLOPE-1 :12 to 3:12 SYNTHETIC SOLDERED SEAM STITCH SCREW SM5227"TACKY TAPE" BUTYL TAPE SEALANT ASTM E 1646 CERTIFIED / AAMA 804.3 &807.3 1:12 TO 2:12 12" O.C. +2:12 TO 3: 12 24" 0.C. WOODSCREW WOODSCREW WOODSCREW STITCH SCREW (RECOMMENDED AT ALL,SIDE LAPS ON ROOF ONLY.) FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS. SM5227 "TACKY TAPE" 13UTYL TAPE SEALANT - - ASTM E 1646 CERTIFIE / AAMA 804.3 & 807.3 WIT . I i I I I Ken Ehlers, P. E. PRO - PANEL II! Licensed Professional _ i E gineer No. 18243 M etal Roofing System F q', 531 S. SR. 434, STE. 2005 NQ'I _ Altamonte Springs, FL 32714 = No.18243 • " HOME RAFI," P one (407)-290-2799 STATE OF NOTE: THIS STRUCTURE HAS BEEN DESIGNED rfJSAApC,`�� T MEET OR EXCEED THE 140 M.P.H.WIND''•,, s RE QUIREMENTS OF SEC. 1606 OF THE FL RIDA BUILDING CODE 2001 EDITION. Page _— 13 METAL ROOF PIPE FLASHING MOUNT PIPE FLASHING ON A CONTINIOUS BEAD "NP-1" SEALANT TO THE BOTTOM OF THE BASE, MOLD THE FLEXIBLE BASE TO THE PANEL CONTOURS AND FASTEN WITH 1/4"X 1- 1/8" STITCH SCREW EVERY 1 1/2" O.C. • • • • • • CONTINIOUS BEAD "NP-1" SEALANT AROUND PERIMETER Ken Ehlers P. E. PRO - PANEL ff Licensed Professional e " Metal Roofing System Engineer No. 18243 ;r� �E IIFIC4l-,p -. 531 S. SR. 434, STE. 2005 NA'10 _ Alt onte Springs, FL 32714 = ' No 18243 HOMEn�� DpS�C� IIFiI '," Pho e (407)-290-2799 .moo` STATE OF THOIS STRUCTURE HAS BEEN DESIGNED `ff-10hkLEv��\��` TOM EET OR EXCEED THE 140 M.P.H. WINE REQUIREMENTS OF SEC. 1606 OFT 1E FLORIDA BUILDING CODE 2001 EDITION. Page 14 GOOSENECK VENT INSTALLA ION MOUNT GOOSENECK ON A ONTINIOUS BEAD "NP-1" SEALANT TOSUBSTRATE AND BETWEEN TOP PERIM TER OF FLASHING AND PRO PANEL ROOF CONTINIO S BEAD "NP-1" SEALANT AROUND PERIMETER #10 STITCH SCREW 2" O.C. MAX. 4f • • • • • K n Ehlers P. E. PRO - PANEL II ' Licensed Professional e " P . L Metal Roofing System Engineer No. 18243 =Yi `�IIF44; :'Qu 531 S. SR. 434, STE. 2005 = . No.18243 + - NAI io Altamonte Springs, FL 32714 Phone (407)-290-2799 _A STATE OF Q; HOME RAF I," NOTE: =�-F �ORL3�- THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 M.P.H. WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 15 METAL ROOF LEAD BOOT PIPE FLASHING FOLD LEAD BOOT OVER AND INTO PLUMBING VENT. (TRIM AS NEEDED) MOUNT PIPE FLASHING ON A CONTINIOUS BEAD "NP-1" SEALANT TO THE BOTTOM OF THE BASE, CUT HOLE IN ROOF PANEL AND SET ON A CONT. BEAD OF"NP-1" SEALANT TYPICAL LEAD BOOT OVER (LEAD BOOT TO BOTTOMOF PANEL)I PLUMBING VENT OR PIPE Fccs (VARIES IN SIZE) CONTINIOUS BEAD POLY-BUTYL SEA Ar AROUND PERIMETER OF BOOT Ke Ehlers, P. E. PRO - PANEL 11 Licc nsed Professional Meta/Roofing System Eng neer No. 18243 531 3. SR. 434, STE. 2005 No.18243 ` • = NA'Io Alta onte Springs, FL 32714 * - uA DACE Phone (407)-290-2799 STATE OF ■ �IAYIE (1Fif '," NOT �'`FfsgORW*���ta`�: THIS STRUCTURE HAS BEEN DESIGNED AAAI E TO EET OR EXCEED THE 140 M.P.H. WIN REQUIREMENTS OF SEC. 1606 OFT E FLORIDA BUILDING CODE 2001 EDITION. Page 16 FOR OFFIC)Z USE ONLY Date_A4_ /.... .ty......19 ./, 5 Permit #........................Fee$c_5.................. CITY OF ATLANTIC BEACH Valuation $-----SO` ------V----------- FLORIDA House ............................................................................ APPLICATION FOR BUILDING PERMIT "e.W56 1A) CW PW"' ............................................................................ Application is hereby made for the approval of the detailed statement i f the plans and specifications herewith submitted for the building or other structure described. This application is made in c)mpliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of he State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the "'ity of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Fermit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date..... .......................................................... -neij& ZX).aw"w 4f Telephone No. - ----------------------------------- -----------------------------------------Address___+� ---------------------------------------------- ............. Architect-------------5~_-f.......".__AAPOVC----------------------------------Address,...................................................Telephone No------------—----------- ContractorBuilder--- P.--1.4_7........6---------I------- ...............Address....................—-----------------------------------Telephone No......--—--------------- i'i LotNo...................�-------------------------Block No-----•------ --------..Sub Divisi ............... --------------------------------------------------Zone------------- -----.....-------------•--------------------------------StreetSAA6$9......Side Between----- 4�ff 4�A----------------------......and...56f*'PRICI........................Sts. Valuation $___,60 0,, ....For what purpose will building be used.MUT ---)R! ._.Type of construction.---OFLda ­............ Dimensions of Building----------------------------------------Dimensions of Lot_. .:---- --------------.----..-----------..----=Size of Footings-------------------------------------- Size of Piers-----------------------------------Size of Sills-------_----___---------...GTeatest ill Span in ft.-------.---------_-----.--Type Roof------------------------------------ How will Building be Heated?-----.........................__---------_------_-_-_Will ilding be on Solid or Filled Ground?....54-�p.... 1E W ._ 6..be...4D Size of Ceiling Joists-.-.-------------------------------------- Distance on Centers._.._........--_.__....._-__._......___.... Greatest Span____..............I......................... Py Size of Floor Joists_...----------------------------------------Distance on Centers........-- ------------------••---•--------- Greatest Span-------------------------------------------- of Size of Rafters------------------------------------------------------ Distance on Centers ..... ..-----­-----------------------, Greatest Span------.._.--....------.._._................. of This rectangle is to represent the lot Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. '1 4. When framing is completed. E-4 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is cove i ed. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described n 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 building of Atlantic ch. regulations of the City of BeaJj q 9 q 1 10 -L6 C S Signature of Builder.............. ................. ....... . .. ......................... Adiress--- IN ............... .... .. ------------- ,;c (L ... ..... Signature of Owner.. ..... ................ .... . .................... ...... Ad�ress�14................. ....... ----- ------------------------------*......... J --� 2 � A �ewF a�.l 3? C26 'W car C/,Vc • Efl.- /11� CAt��gCJ7�i .,z, - . INIU a Nook AWN /#1 � Y I ' a a V t J r J f } E (y J �I r� . ....... V N 3 t w 3 } j 0 g i e PIN q ,u j y i i I i 9 R �///11��-�-��� /CITY O _ 1Y(�IiM4'C /S I!— Office of Buildin Official REQUEST FOR I SPECTION Date /—r , — Or �1 O Time A.M. Permit No. Received PM / Owner's Job Address Opocality Name ,C.�, ;. •,d �-- Contrac or SJ BUILDING CONCRETE ELECTRICAL PLUMBING Framin MECHANICAL Fr Roofing r7 Slab ng 11 Rough Wiring ❑ Rough ❑ it ond. & Temp Pole ❑ To C Heating Insulation ❑ Lintel Cl Final P Out Sewer 1:jFire Place ❑ READY FOR INSPECTION Pre Fab 3 Mon. Tues. Wed. A.M. Thurs. Friday PM Inspection Made " © ( A.M. Inspector 5nDate inal Inspectiopancy ❑ CITY OF ATLANTIC BEACH MECHANICAL P0 RMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233TEL: 247-5826-FAX: 247-5877 Permit Number: 21248 1 Address: 471 SAILFISH DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Tow ship: Range: Book: Proposed Use: SINGLE FAMILY Lot( : Block: Section: Square Feet: Subc ivision: ROYAL PALMS Est.Value: Parc A Number: Improv. Cost: t3WNER4NFORMATION Date Issued: 1/09/2001 Na e: BAUER Total Fees: 25.00 Add ss: 471 SAILFISH DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/09/2001 �_ Ph ne: X000)000-0_000 i Work Desc: REPLACE GAS FURNACE ON B&G SERVICES PERMIT 25.00 Jim w ticts R FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRJkCTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LOEN 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. L Q�- ��� kfai A TIC BEACH B LDING DEPT. 1/19!!1 ii Racsipt 1 II� W � BUILDING AND ZONING I'NS ECTION DIVISION CITY OF ATLANTIC EACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION ICOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all i ems in sections I, II, III, and IV. LOCATION Street Address: - / OF Intersecting Streets: Between 1 —' �* /`y" to And j lew'1 BUILDING Subdivision II. IDENTIFICATION — To be compfeted by all applicants , In consideration of permit given for doing the work as described in 1he above tatement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical1 G Contr tears Contractor (Print) "7 L,.•c t,c , Masts Name of Property Owner �,• .,.- Signature of Owner Signet re of or Authorized Agent Archifact or Engineer 111. GENERAL INFORMATION A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric � T IS BUILDING OR SITE? U Ges—0 LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil F ERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED ATUR OF WORK IProvi complete list of components on beck of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed W' Central O Floor New Building ❑ Air Conditioning: E3 Room ❑ Central Existing Building ❑ Duct System: Materiae Thickness2"1Replacement of existing system Masimum capacity c.f.m. ID New Installation(No system previously Installed) Q Refrigeration 13 Extension or add-on to existing system ❑ Cooling tower: Capacityg.p.m. 13 Other — Specify ❑ Fire sprinklers: Number of head- 0 Elevator ❑ Menlift ❑ EscAlator (number) THIS SPACE FOR OFFICE USE ONLY Q .Gasoline pumps (number) (Reeoiwd) Q. Tanker (number) Remarks ❑ LPG container (number) . Q Unfired pressure vessel Q mailers Pe ii Approved by Das• Q Other — Specify Parr it Fe- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Aroving Numb-or Unit Description Model Number Manufacturer ( na) �SenCY CITY OF >��i°act�c '�earli - 1�Gvrida 800 SEMINOLE ROAD `- -------- ---- - - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247.5800 FAX(904)247-S80S January 16, L996 Mr. Carl D. Bauer 471 Sailfish Drive Atlantic Beach, FL 32233 Dear Mr. Bauer: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 471 Sailfish Drive a/k/a Lot 9, Block 7 , Royal Palms 2A RE#171272-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 21 , Section 21-21-(l ) offering motor vehicle for sale on City right-of-way, i .e. , whit 4-door Mercury. You are hereby notified that anless the condition above described is remedied within one (01 1 day from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09, the Code Enforcement Board may impose fines of up to $250 .00 per dar for a first violation and $500 . 00 per day for a repeat violatioik. Sincere y, arl Grunewal-d Code Enforcement Officer KWG/pah cc: Public Safety Director CERTIFIED MAIL RETURN RECEIPT REQUESTED