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Permit 345 Belvedere Street j!'JNJ f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD LW- r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034349 Date 12/15/06 Property Address . . . . . . 345 BELVEDERE ST Application type description ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 11600 ---------------------------------------------------------------------------- Application desc METAL ROOF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COLEMAN, DONALD HICKMAN METAL ROOFING 345 BELVEDERE STREET Q/C:HICKMAN,DONALD LAWERENCE ATLANTIC BEACH FL 32233 PO BOX 5515 GAINESVILLE FL 32627 (904) 779-5786 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 88 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 11600 Expiration Date . . 6/13/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 88 . 00 88 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 88 . 00 88 . 00 . 00 . 00 PERMUT IS APPROVED ONLY IN ACCORDANCE WnU ALL CITY OF A'TLA1VUC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. GENERALE9 ILM 1 INFORMATION ti'/4-14 x 14"Stitch Screw ► Slope The minimum recommended slope for Pro-Panel Ile roofing panel is 3:12 ► Substructure Pro-Panel ile is designed to be utilized over open structural Panel #12.14 x 11/4" framing,or a solid substrate. To avoid panel distortion,use a Self Driller properly aligned and uniform substructure. ► Coverage .._/ Pro-Panel Ile panels are available in a 5/3"rib height with a coverage width of 36'. Anti-Siphon ►Length Groove Minimum factory cut length is 5'-0'. Maximum recommended panel length is 46-0". Longer panels require additional consideration in packaging,shipping,and erection. Please consult Metal Sales for recommendations. ►Fasteners The fastener selection guide should be consulted for choos- ing the proper fastener for specific applications. Quantity and type of fastener must meet necessary loading and code FASTENING PATTERNS requirements. NOTE:All panel are subject to surface distortion due to improperlyappliedfasteners. Overdriven fasteners will #1/4-14 x%0 Stitch Screw #12-14 x 1114'Self Driller cause stress and induce oil canning across the face of the panel of or near the point of attachment. ►Availability Finishes:Acrylic Coated Galvalumee,MS Colorfast30®, or various itynar500(PVDF)colors. Gauges 26ga and 24ga standard ALLOWABLE UNIFORM LIVE PSF 1234 SECTION PROPERTIES LOADS More Equal Spans) Top In Compression'- Bottom In Compression' Inward(Gravity f Deflection) Outward Uplift(Stress) GA. Width Yield Weight Loadz' Load'• (in.) KSI PSF In Sxx lxx Sxx in4/ft InVft Jn4/ft in3/ft 2' 2.5' 3' 3.5' 4' S' 2' 2.5' 3' 1 3.5'1 4' 5' 2° 36" 80 0.71 0.0067 0.0134 0.0053 0.0137 93 60 42 26 18 9 121 78 55 1 40 31 L 20 26 36" 80 0.87 0.0087 0.0179 0.0067 0.0173 1 1171 76 53 34 23 12 161 104 73 1 54 41 27 I. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members." Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with gond engineering practices and with AISI 1996 specifications for bending stresses.Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement or fasteners/support connection. 3. Allowable loads are calculated in accordance witb AISI 1996 specifications.and have been increased by 331/3%for wind uplift. Contact Isleta1 Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. IL metal sales Kent,wA(Boo)431-3470 Spokane,WA(800)572-6565 Independence,MO(800)747-0012 manufacturing corporation Temple,TX(800)543-4415 Jctierson;OH(800)321-5833 Fontana,CIA(800)782.7953 Longmont, CO(600)289-7663 Rock Island,IL(800)747-11206 Anchorage,AK(865)640-7663 NAntioch,TN(800)251-8508 Sellersburg,IN(800)999-77777 Bay Cit)/,MI(858)777-7640 IA1..-11.._1 I".A /non\>rn nn+n 1._I.__-..:t{. tt tnnnl nn♦ •f+n 1132 / C2,iAftct and Agreement CONTRACT AMOUNT: $ f (Do U w HICK M N 2405 N.W.66th Court DOWN PAYMENT: $ /� (� UC1 — METAL ROOFING Gainesville,FL 32653 WE DO METAL RIGHT! 1-800-662-8897 TOTAL BALANCE: $ r(..; 1) J . _ DATE: f/ _222_ t �' I/We,the Owner(s)(jointly and severally,if more than one)of the premises described below,hereby engage and hire HICKMAN CONSTRUCTION, INC.,d/b/a HICKMAN METAL ROOFING("Contractor"),to furnish and install all necessary materials and labor,for improvements,modernization, rehabilitation,repair,or alterations to the real property located at the address below,which we warrant and represent that we have good record title to as Owners,in our own name(s). As Owner(s),I/we agree to accept said materials and labor as provided by the Contractor in accordance with the following specifications,terns and conditions outlined below. f ,f (-y �J OWNER'S NAME(S): � t_.(�1�,r,,�� CELL# HOME# ADDRESS: _U d � 1.�-s'�Irtic""G��/L` �� {JfI,kC"�TS /�D�N�,c �l�/�-r CITY: /4P an,1 C f, cG. STATE: T t ZIP: z :� DESCRIPTION OF WORK TO BE DONE AND MATERIALS TO BE USED: Color: 4-J • Fit It-17,q44 6 6.4 , /-'ro (JA U inC P4 Yt 190d/L4 �atcc°1 -/2/- -fu r -13/4t� f`fa r�of� 2 X v 5�ct' S Dy l G'6, 11)J U0 - � ��1 - �� Ur Lam • Lyr ��, 1 s Irt' Glt`l lstiltJU�j /� .4+r' /It6/1 � L,)�l� /t /2 /9,elC11 /+0n -- 4WW r43uv� l (,-b-1 12,-1c,� 1f • �l l,-��,..-�� ,n� C;GGC I� (�I� �' rn.C,�,4 t ��" �t 17 6 E (-/lf44 G11d 44VA• /1154.4// /7t'l--) 41?0,M u 4r1441a^ 5 Al ut�/M/�^5�, CZ r' ,Cl y✓h{n l 1.t/r(r' j?-r!' 19/41a ALL WOOD REPAIRS NOT LISTED ABOVE WILL REQUIRE ADDITIONAL PAYMENT.PLYWOOD @ $3.10 PER SQUARE FOOT,RAFTER TAILS @ $25.00 EACH.SOFFIT REPAIR REQUIRES A CHANGE ORDER. ESTIMATED START DATE ESTIMATED COMPLETION DATE 2,-S c4(4s NOTICE TO OWNER A. Do not sign this Contract and Agreement("Agreement")in blank. B. You are entitled to a copy of this Agreement at the time you sign it. Keep a copy for your records to protect your legal rights. C. All Provisions of the Agreement on the reverse side of this page are part of this Agreement. JUN-05-2003 11 : 18 AM P. 01 Mali as 09 03IRes Information sbs%sss 247-8945 Pea 4►14e�CITY OF ATLANTIC BEACH,FLORIDA Iyerft% RUCTRICAL PnMTT APPLICATION tones c�av eLscTrucAt,n+9:utoR: DATE:IMFMAW NOME IN CONSMIRATION OF I►ERMIT OIVST►P'QR DOINO THE WORK AS DESCRIBED>N TFM FOLLOWMP WB I EREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WWCH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CM OF ATLANTIC RZACH ORDINANCES. C, `� ELECTRICAL CONTRACTOR: 4 MASTER ELECTRICIANS SIGNATURE: _ OWNER OP PROPBRTY. Joe ADDRESS: ,3d&L-5 ,, ek !IC rP - REB.( ) APT.( ) COMM.( PUBLIC( ) M- US•O NEW( ) OLD( REW.( ) Avr)r w.(K TRAILER( ) TEMP.( ) SIGNS( ) 90.FT. SERVICE; NEW INCREASE REPA O OOP ALUM. FEES SW(TCHORBREAKER AMPS PH W VOLT RACEWAY IST.SERV,, ZZ _ AMM PH W VOLT RACEWAY FEEDERS NO.. . SEM Na SIZE NO. SIZE LIGHTI.NG OUTLITS CONCEALED OPEN TOTAL RBCEPTACI= CONCEALED OPEN TOTAL WTIC -INCANDESCENT F SCBNT A M.Y. FIXED APPUANCES "LL..T"NEP, ME ILP. CEIL. KW-HEAT . CO:ti'DITIOMNO COW.MOTCR OTM MOTORS AMPS HEAT i OVER MOTOXJ H.P. VOLTAGE N0. 1 H?. VOLTAGE PX3 E V 6 TRAYSPORMBAS: RIO. KVA NO. KVA ZRON F. 5WI CH FLASFI6AS EACH SION 800$cwleN�ANd•Atessde 9ssA,PWde 3;233.5446 ►Year(!Ot)2.49-9880. lez, (9M)241.'lM.1. YttP:l/www.clstbattc-btse&JL= s�nn�mn� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025958 Date 5/19/03 Property Address . . . . . . 345 BELVEDERE ST Tenant nbr, name . . . . . . EXERCISE/STORAGE AREA Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor ------------------------ ------------------------ DONALD R. COLEMAN JONES, BILLY J. 345 BELVEDERE STREET HIGH QUALITY ENTERPRISES INC ATLANTIC BEACH FL 32233 13911 CEDAR CREEK DR (904) 249-2417 ST. AUGUSTINE FL 32087 (904) 591-9876 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105. 00 Plan Check Fee 52 . 50 Issue Date . . . . 5/13/03 Valuation . . . . 15000 Expiration Date 11/12/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105.00 105. 00 . 00 . 00 Plan Check Total 52 .50 52 .50 . 00 . 00 Grand Total 157 . 50 157.50 .00 .00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW- WILDING TILDING OFFICIAL DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ' ATLANTIC BEACH,FLORIDA 32233-4318 AP TELEPHONE: (904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 rf http://ci.atlantic-beach.fl.us LA REVIEW CO ENTS FROM THE PUBLIC WO S DEPARTMENT I Application # 03 - Applicant: J_ ) , Address: Project: GVE P, PI�, application is approved as noted by the errLerks0Iment. Final ourZj�j application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi ed RobDir r o Date � 4/ y Signature 29V114 Contractor Notified Date r d CiTY :fir 47L NTiC HEF/`\Cri ry �/ BU!LD!NG } ZON1ING APR 2 5 2003 City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 FAX (904)247-5805 • http://www/ci.atlanti -bS�h.fl.us t BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE- 9 �par• D 3 JOB ADDRESS 4 5 OWNERS NAME-�DnN PL p Q �E ArL� ADDRESS 1;�M E R A SGL it PHONE: 1 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER=ZONING DISTRICT CONTRACTOR V)e,s STATE LICENSE NUMBER ,�0-6 / 7 S ADDRESS /,-:51 Oder Cr eQ k �J tZ , � � icy„-�t ,u87PHONE —91 - q8' 9(a CITY ;��n G�i �y�� STATE L A ; ZIP +O P 7 FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE_111 P-N'j,t,f I id J ) — 1�(Wc l.$L "t 67-6R,46,6 A'eEp. PRESENT USE OF LAND OR BUILDING(S) l (Teo(_e A Uiyi l AJ o lJ CY0-EzE Al Q d of-4m jG VALUATION OF PROPOSED CONSTRUCTION -� (,S- .., Is this an addition? If yes, what are the dimensions of the added space: 14. —feet by 37 feet Will the added area be heated and cooled? NO New electrical or increase in service? Abc New plumbing fixtures? b)o New fireplace? o New heating/air conditioning? Flo Is approval or Homeowner's Association or other private entity required? KX) If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? [9' 0- Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [2'-NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Protected Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 11/27/02 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. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent,including setbacks,building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate ndividual applications. 1 HEREBY CERTIFY THAT AL F AT PD ITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. 03 SIGNATURE OF CONTRACTOR DATE 6 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME III 1 r e,`e/�n r n l MAILING ADDRESS 7'3 C 0 i�—Y c e- L PHONE cQ/17`,5765 rI FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS c;280ftp gA DAY OF f I I v1 CSD 3 STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE ? "" Lucille Hale AS TO OWNER: � MY Commission DD127548 ❑ Personally known ?w ti Expires June 20,2006 Produced identification Type of identification produced S'L�Ss--!9 L —3/— /La— 0 AS TO CONTRACTgjt�' Lucille Hale Personally known Qtr* Commission DD127548 ❑ Produced identification Type of identification produced OF tv Expires June 20,2006 11/27/02 .Uyy uuvt W w ri i-19TH 6T WILLOW COVE Cr `j• MUNSON COVE LANDING OR P Ln0v W BEICi COVE OR cr� oeGNO LIA LANDING Q bog I�I PALM LANDING' T1 Uj W1 fl. LN �,2000 T g.1 8TH UJ DR Golf Course I 20)0 :ATHERWOOD OR Soa I delva Marina W DOROTHY S.IR N icm!ICountry Ojq., NM)NO D 4H ST R �nLEAREW !mwoo c1f z >- ULL DAIRY scy-, cx* �,xi S L 2._.jDEwEES AVE a j< J; DILLARD RD Uj < C-> ARVEL LN Uj RQ R fS CHURCH I c�ZZ3 �.- i 1600 6T �T lil T COUNTRY' QM:-LN—/ T� 1500 �-BUQLEY IMMON 1�)j I ; LEK-5 WAP f ST 40 RLY c J c2i '&EDGARP,5 TML 7 14.13T c--L'RQGA-Rp.,-5 F'11 4 RD 6ca z Mp, RD' ',;WkT 7R §55� JACK oul c 1<0 LL 121 ST tnji_..RQ x AR gi C'2 IT m c r- 7, N, C) Rf tl r, JQT 1000 iw ERJACDR fW %0_51--- QQNJT Qf A. RD I A7 Bc I V9 - �Ln Ln -I =1 01 I i RED ' T SAVE n A�k Iq ICA j �-jj 500 3z Ass, 5.T c PR Air c:) S 17 � - I - co. rr T6C,4 Al c kt.srlbo Tv =Atlat,ti�._.. , 4 �,.57Bed VAN"A' ' P6. (v 4 Z Al .- Ele 10A /V CAVAL9 pb QWNALD ST MZ • z::j TA T UV ST In 1- ATLAN T I E.M. Sr BLVD H LUP L LE T 0 N K0, [ WAY S Nef OR qqx 'ST ORA E SP\t@ Penmal qqER R y P 14�a R. Be bA Copyright Nati FG CONTINUED .WILLOW 6 ;i y i n 51 ,Q 19TH ' S CAVE CT ���hII T VNSON COVE LANDING DR J, �O COVE PR u, c" s , m 0v Y � ,��e BE CHI=; CIO LANDING �' �` -�,� a1 S c,x c�fi bVE EpNDING D : f1 z �' "� 5}� ` q L 0 Q` WINDRIFT LN PALM LANDING 2000 r" j . w # w DR �'}Z F DSA U, 18`TH T otf Course ,. W; ; 2b0 -ATHE SW000 v` OR p del a Marina DOROTHY CIR N COU �r CIR_.S' Y G 1 uAtMwo`D LNr o17H T ERw000 � LEARVIEW"t -- __ ,.—v� - l� >-- VLL DAIRY _.._._; ati 2 z n DILLARD RD 4 a Is t,�.� �; ac Q -N '` 5..D WEES AVE D ARUEL LN `'' CHURCH RD Z woo_QRkS � 16T.. T �- N r ate... l �cio N z �s J Cp t�TRY;,GLVP, 0 1500 uaLEY MMON EWART ST ms's a_I.EWI .•. ST A � 't __ 0- EALY a QEDGAR..ST R'pyy &0WALT R RD U JACK K.,...1., pct ct v }:�,, 16�'� a� T ST o ._RQ. a' s I !� 1.2T..H � T D 1� . ARD wRD,,� a L ,' o� 1 RR. QNIV�R x o W I m r,..� 1Ti o oo Atl Uji iDR, .TqTC, ( REV—ox w , p? Lt LU Rv 7A 8 AZAB e RED 1P mT .W �RE�r ai C , '�.....6jH....ST._ .;o N q G111LgS D I Rei J 500 S Sr /R S . a R , 0 0 SMSA' �(N STH �aT. ...;.ta E. .. : T C T aN ..➢ r ti:. Tn ST 0 S- .. '� ' ETON Rd` NQY, h' iz q �l Bcoch a` Al . i . V PUNA. �p m R% t E{em . ., CAVA � 1 T Z? o ';� v?�''Q�� '� ``� o� 1. T,..,ST._..t,. C[�NALD ST a J �Q� ` TVA `ANT ST A1771(11 >;r,nQy. sr LVD L OR QC ( Q. NERR1„ T LE _.H t SWAY ST Ner M DR o Ci ?� OR E ",ST Sp1N0� P&D I I1 a ; EAC C MBER _ T C P It a O R `- R sT T , Be .RQ..,S w A Co yr ht Natic CONTINUED i ,;.T 29937 MAP SHOWING BOUNDARY SURVEY OF LOT 34, BLOCK 1 , AS SHOWN ON THE PLAT OF SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64 AND 64A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: Donald Coleman-#84-JO079 "I hereby certify that I have examined the F.I.A. Official flood hazard maps and the above \roperty lies within Zone "C", as shown thereon." i L o� m G 7Ox 0 � tiDa. GCJ �V Z/7' 33 - 45 ; n� tis v . o m a. . kA Nab " C"o�..rr.�. •� 1Jt d' 714 pi iy t \ • � /lam � .; W o Tift evol 0916bF"l,plience I'm L zoning. dsv �n�ulaloions Gaut otMrno al nt ` N approvd for the 1su4nos of pern�e. Compftnoe ft wiM Fkrrlls Building Code and�olhsr opp�ble Wool, Stete and federal pprnnitdnp roquirsn RUM be verified a of foe of AfttgR Boach/C /OTS•' f3�'Q/�'/.VgF •P su Build Permit. r a g t_ R,ar-Gcra.�o. Approved By: t7ale: — JOB NO./©5-d72 DATE /:'64{ e` eeo R4Y, e0eJR50N 0550c. DRAFTSMAN � Qs SCALE = �' tAND 50014,E✓OPS FROM KEN GREENE CONT INC FAX NO. : 9048792628 May. 13 2003 09:44AM P4 5. M4N. t2EIURl Book 11055 Pa4v 380 Now��$� NOTICE OF COMMENCEMENT (PREPARE W DUKKATE) . Permit No. Tax Folio No, Stale Of.. county of_ -4 Vo— To whom it may concern: The undersigned hereby Informs you that Improvements will be mado to certain real property,and In . . accordance with Section T13 of the Florida Statutes,the following Information is stated in this NOTICE OF COM14ENCEIAENT. Legal description of property being improved: G 0/' y'S -4 LQs t s d"a 11 Address or pro party being improved: ,,� 5 io e d Ar e .S General description of Improvements: ao&/W_ 9,oDm on &"2e n . CRI S Owner._ Tan :r,.,lprrr� • Address—.�fja—DIY p^'o`"Fr.St Z Owner's interest in site of the improvement_ _ �Aa &,014=- C,r Fee Simple Titleholder(it othor than owner) •• Name Address Contractor��. ��j� Addresses `� ,���r'gA-:1eyG-b,- ,Y7 Phone No. 5' /-9�7G Fax No. Surely(if any) Address Amount of bond 3 Phone No, Fax No. ' Name and address_ of any person making a loan for the construction of the Imprpvamants, Name Address to 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 Vr L Address Phone No. _ Fax No. ti In addition to himself,owner designates the following person to receive a copy of the Ltenoes Notice as provided in, VA Section 713.05(2)(b),Florida Statutes.(Fill in at owners option). Name Address Phone No, Fax No. Expiration date of-llorce of Commencement-(the expiralion date is one(1)year from the date of recording unless a different date is specified): TtirF3 -DACE FOR RECORDER'S USE ONLY NE ,.. . - . Signed: Datef Befoday of 001;.,r' in the pCogd ly of Duval.State of Florida,pas personally appeared. 1�00�1858y, ]�p�1ts 380 f i R�GV11�d Notary Public at Large.Slate.of Florid., r�l(pd►14tteAD,awa My commisslon,expves: ain n 0- > Personally Known AIMF _ LOO Produced Identification FROM : KEN GREENE- CONT INC FAX NO. 9048792628 May. 13 2003 09:42AM P2 _Dt EL 7 E-H R000 EE—A 5;:-- T45LE, OFEN 4 5 C R, E E N H--D =`G! "V—eioc & Deft. 3*' ,024 V .032 4".024 4" .032 6".024 ".032 Exp. Limit LL llb I 21b ilb 21b Ilb I 21b -llb I 21b lllb 21b llb 21b til 100 B L1120 10 14' 0" 16- 4- 16- 2" 18- 9" 16- r,-- 120- 3" 17' 0" 120' 11" 17' 11" 26' 6" 19' 6 26' 3 20' 100 c L/ 120 11 13' 7" 15' 10" 15, 8" 18' 2" 15' 11" 19' 7" 16' 5" 20' 3'* 17' 1- 25' 8" 18' 7" 27' 5" 19' 110 B* 110 C. L/ 120 13 1Z 10" 14' 11 14' 9" 17' 2" 15- 1" 18' 7" 15' 7" 19' 2" 15' 9" 24' Y 17' 1 25' 11" IT 120 B 120 C L/ 120 15 12' V* 4' 1" 13! 11" 16' 3" 14' 3" 17' 6" 14' 8*' 18' 1" 14' 5" 22' 11" 15' 8" 24' 5" 16' 130 B' 130 C L/ 120 18 11' 61' 13' 5" 13' 3*' 115' S" 13' 6" 16' 8" 13' 11" 17' 2-1 13- 4" 121' 9" 14- 6" 23' 3" 15' -it,o B L1120 17 11- 9" 13' 8- 13' 6" 115' 9" 13- 9" 17' 0" 14' 3" 17- V IS 9" 22- 2" 14- 11" 23' 8" r 1�b I 18. 7" 3' 1 150 B L1120 20 11' 1" 12* 11" 12' 10" 14' 11" 12' 10" 16' V 13' 6" 165' 7- 17 8" 21' 0" 13' 9" 22' S" 14' 150 c 1-1120 10' 5" 12' 2" 1 r2Z 0" 14- 0" 11' a" 15- 1" 12' 6" 15' 7" 11' 7" 19* 9" 12' 7" 21' V 13' 140 C,. L/80 or 1 1. . 11. 3.1 30 11' 9" 12' 0" 10' 6" 12' 3" 1V 2" 12' 8" 10- 4- 16' 0" TO 12', AN - 1Q, 5AN5 UF5 �) 12' N DE-7LEGNON' Ll 11T 117 C= /EO =0 ,Roo= F,4N=L AE3i M1 ,0 -VeToc. 3" 24 3" .032 4-1 24 .032 611 9' .024 6 .032. LL Deft.Limit 11;" 21b llb—121b 11 lib I 21b IE' I 21b .- Ilb 21b A LjI80 = � " 13' 6" 16- 8" 14' 7" 21' V IS- 7" 22' 6' 17 .................... ......... ............ 1008 -114 - 12' a" 15- 1" 13' 3- 1Y Z' 14' 2" 20' 5- 15 L/240 100 C. 17 L I 180 10 4-1 12' 0 11' 11.... IS 10' 12' 2'* 14' 11" 12 6 15'5' 5" 13' 7" 19' 6" 14' 5" 20' 10" 15 ........... ..... .... 110 B L f Mj 91 5" 10' 11" 10' 10" 12' 7IS 7 11' 4" 14' 0" 12' 4" 17' 9" .13' 2** 18' 11" 14 0 9' 7:* 10. 12' 1 11' Y 13' 11" 11 B" 14- 4" - - 13, s" 19, 51, 114 2!1 1. '*............. ..................'--, I".."..._...._............... 13� 1-11'....- -1--1240 S' S" 1 0' 2" 1 o' i" 1 10' Y 12' 7' 10' 7" 1 13' 0" 11' 5" 161 G" 12- 2" 17' 7" 11-0 B 120 C. L/180 9- 0" 10' 6" 10' 4" 12' 1- 10' 7" 13' 0" 10' 11" 13' '50 .7 0:�'.]. 26 ........-I..-.-,................. .......... 5'. 115, 6.. I L S' 2" 9' 6" 9' 5" 10' 111" 9' 7" 9' 11" 12' 8" 5" 130 S 11' 10' 2 10 15 f30 C- L1I8Q 8, 6" 9' 10" 9' 9" 11' 4 91 11" 12' 3" 10' 3" 12' 8" 10' 4*' 16' a' 11' 3 17' 1" 1, ............. 140 13,6-: 30 .............. ..........- b 113' L1240 7' 8" 9' 0" 8' 10" 10' 4" 9. 0- 11' 2" 9- 4" 11' 6" 10' 1" 14' 7- 10- 9" IS- 6" 1, 1508 L1180 82" 9' 6" 9' 5" 11' 0" 797- 11' 10, 11" 12' 3" 9' 10" IS- 6" 10' 8" 16' G" V I...........-11'......."...--.1... ........... ................... .... ............... ............. (Nor, 34 ............. IHVHZI L /24 7' 5" a' 8** 8' 7" 9' 11- 8 9,, 1o' 9- 9' D" 11' V 1 9' 9'* .14- 1" 10' 5" 115' 2:JL 150 C L/180 7' 8" 8' 11 8' 9" 10' 3" 9' 0" 11- 0" 9. Y 11' 5" 8' 19 14' 5" 9 (tion- 41 ------- ..............- ................... I0 1 3 1 914' 0l..,---­ . 1 - 7" I/HZ) 1 " Il L/240 �l 8' 0" 9' 4' 8' 2" 10' D" 5' 5" 10' 4" 8 HI ANSL 4' -AX PANE DEPin\ 1'o c;; T" r-AUL. T ER L L (L) TO lN5i:)E: OR .032- 7C- _014 O= A::)C) TH< Or PANEL WALL ;OP, TOTAL Wln7� 0 c.: NOT�5 AN:;. 5 FL41-4 S� DETAILS) PANEl- SPAN: to a -8:1! or cD LA to Q N) KJ CO th. 71 fig m 0 Tul urI 4. Z• Z: 0? C? UI0 to - .91 0 AD w cr Ln N w m IJPCl? .4 As z UAm Rill V -tit t) ru ;41 1, Al 0 Al U,�In V fil Mu I:" 1;A Alit", 4 1 ;V L,1"� I, ell In it II At I. U IN 11 0 L. 1,(1 L �111 01 IF'aVj -it I I Z_I <1 L. llL 1 0 L o n I t F� (",.1 ::: RA i'q 110- A if I In 91 `0 6,tE�.1 hZ. 9 Nc(� -, .1. g-, U w� - I NL1 I M.. F S7 Y A I Ill X `4url IN Ill X11 �31 All, 4 A vl, VINI,_5 Ell N to (P -,4 L I 6 a to ma :lI fit-1 LIN A" 118LI. cj� ,j 00()v As Al A) 9. ll� Ell 1w I . � �i 1, if- 't.�X, 3, M'" 20, (6 ;q 4j;c A) k I tit u It it z (pOO t) F.9 Uin0 o 11 it 0 11 (r-- Lj U U,-0 1) A U I-at tl , �) 4S Al tit In ij­it WK. 19 11.1 I-AJ u GN All Z, p (t .17 Jo Ill U. J, U -T _M 11 Fit to r fit < Y. U'11 6L Iii I (), , . I rt 01 r itlAlnma- ql;,-, Un )y 6:4 14,141 to U OIC 3D TI In Ill ?U U A5 X It 01po I< V U, (3 u u M- PIEP l;p tolm 11 In -1 1 U) 1� tit 9 In .7i. Al 41 in AJ;j A) >UIU6 -L t., _. - Z_ t: i- _iTl U z �u -uz a T IPp t) 4 -6 Fp U:TP ul-bu I�o-O IN -- -0 Al-N 11H N &()" (1) k o x --At 1:I a U It 0 -`_Kl IJ U Z U, IV I.- E �,§- .ED kv 1 1. ItrO.j"FA"0". <. In 1fi �, m U I-leic 4p 0,01 1 <(P z fit z :10 -offi-R. U,-it n Of I I tz 0 J;b Ili ;Q 1. 0, ;0 W, a 0 7j ij 7t.! to Al T 11111 U-u 1-1;, N Sh, v-rj I it lu. 0 G AJ llqsm UT 1) 4� - , C) 9. _(jjjtj LU-0 1, .. II.-... .. - , - I_ , 1> El, tit r �1 ,j -,j (p 1> 1) It 'It (It _q It- 7J to it a -9 ru A, ?Iq 0 IT, fit u n rl 0 Al j:j _-, -, ..- X, Al- z 67whimak, o. - tu ut, ?1 0 A Ck Io Ill 111 ITI 111 j (6 1. fy.t A Im CAN it 0I ti 6 -�1! 1" 1. - j - ClI A < tj It I x 6, UI 1, till 1111'1~OAt :ii I um z 7z z A tit 61 0 t) I & Al ki Ill,,;"n fit At i It 11 tAW Al U kn A U I.i A0. III O I'1I HE '0 A KIM U r- it At ti I_ I> U. 0 �.+`tMixggi g<AT it, 11-.( j , 'i(P-7 . . .. �) Z A LO (P fill k -�lfitL2 4; U, t100 -, ?_ !�j, I j J tv*cluff, jJ A) r- 4 U Q - I))-( 0 in ODD Z, r-0 < (yet C) M I> TJ Wy 'D Al%' n I r A 0 11101,C) i..'r E . -0 AL - 10 PAI __U, 0 r U T a I -du, Ir r__0 ell Eli(.%--1 7 .I -P Illur.m I Al A, L < 6 In Ji tr t IC•t > 4. U CP Ul Ali-K M'. Z U 111 A Aw Ri, U. u i� 10 Fit ELITE ALL!r-11NUM. CORPORATION 'kit i r MA5TEFP, PLAN 5HEET fit ALUMINUM ROOF PANEL ING,15-wm R -- z fil `13 R 211 Tj rill y, FOIRT 'LAUIDERDALCE. F1_ 3330-�� 4 4 WAY L L L t U z rao0t) 4-21-01.&0-2 'PAX-_ (CY-74) 491-14�3 FI 3 3.4 31 ZI 1.w 0 li I ^'fL�liIl �Ln,)� u l- ILALLtJFLBE ' _ I'.JG-•�Oh'I i �,k; c 011AIL: FRANKS. F r—INFEE Rllsl�CCM 1 FROM KEN GREENE CONT INC FAX NO. : 9048792628 May. 13 2003 09:41AM P1 540435 Z��fu�y 1 Pare 1104-Y?9-2506 baa 9N479-262,f Send to: From: L Attention: Dale: ryl RE: 11/CC 41f Colema,, Pages including Fax Number: ��7 - �-� Phone Number: 0 Reply ASAP C7 Please Review Comments �� �� �e � �e� �.•re 5� • �671CG d-�- C��, rr. . Wlf• ��( t-,1 een� w� �� be d� .�i.,G GSD 1"e( to%-�- �ela,,,_ FROM KEN GREENE CONT INC FAX NO. : 9048792628 May. 15 2003 02:12PM P1 540435 VS!ul 1 01 If &&41(44, 714, 32011 ;)4w 904-979-25os ;74x 104-97f-2629 Send to: From: 'tL. � Attention: ' Date: /77 rl� 3 RE: `:, c c� r S t' Pages including Pax Nu ��- Phone Number: d� U Reply ASAP Please Review Comments 7/ I w� 1 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida;32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atiantiC-bi�-Ftgh.fl.us BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) JOB ADDRESS DATE 4i cJ � r/E �� ,'7 OWNERS NAME e>nt ALy C ���j�.l) ADDRESS _Z) MC �� A SVC PHONE: q - ;Z 4- LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ,Z ZONING DISTRICT CONTRACTOR q = I - � STATE LICENSE NUMBER 11,jeCo /7 V%5S ADDRESS Ce-Jer Crzek. -J rL • "-tis, ,1t .3Aa87PHONE S 91 - 9r 96, CITY ; f} �v r� STATEZIP ®S7 FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE -Ail) JW t ,1MA41 yd&j. `" F-X k--KC 1,�L; � 45-w ts6-: Aje-eq. PRESENT USE OF LAND OR BUILDING(S) 'Pf�1 I r)EM( 4 L-Vit1 i N U tj 0/J OJ EZE At Gild of--mc- VALUATION OF PROPOSED CONSTRUCTION 4 Is this an addition? If yes, what are the dimensions of the added space:feet by 3_feet Will the added area be heated and cooled? NO New electrical or increase in service? A/0 New plumbing fixtures? No New fireplace? No New heating/air conditioning? 00 Is approval or Homeowner's Association or other private entity required? Wo If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? @'NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [27N-O. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Protected Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 11/27/02 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. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate individual applications. I HEREBY CERTIFY THAT AL F R1yIAAP D TH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER .,G`f `L"jam DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE < ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION �� (PLEASE PRINT) 1J NAME i�` l//-t f' C ri ft, t� 1 t MAILING ADDRESS 3 Co�-Y e � M i d�i� �J u- L PHONE c�/g' J 10,E'I FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS �� DAY OF f r l vt oO3 STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE gvx'x Lucille Hale AS TO OWNER: , ` My Commission DD127548 ❑ Personally known ?or a�` Expires June 20,2006 Produced identification Type of identification produced S�ST Ss-l 9G ' 3/— /42— 0 AS TO CONTRACT Lucille Hale [Personally known MY Commission DD127548 ❑ Produced identification Type of identification produced a'I Expires June 20,2006 11/27/02 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE *� ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: re::-) - --,) - , Address: t L V =:.I L fLc--- Project: U k-k-_ ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date V , F 29937 MAP SHOWING BOUNDARY SURVEY OF LOT 34, BLOCK 1 , AS SHOWN ON THE PLAT OF SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64 AND 64A OF T4IE CURRENT PUBLIC RECORDS OF DOVAL COUNTY, FLORIDA. FOR: Donald Coleman-x'84-JOO79 .'I hereby certify that I have examined the F. I.A. Official flood hazard maps and the above property lies within Zone "C", as shown the,�eon." Qat L o T30 5z• W m� N a j'J a0 Z/7, I 1 n v iIQ �0 uJ a N �' ►� a m ' 04 'kN ------------ j ca T' S L 3 R,aT G�'�ccak't� joe NO.Io'Sd72 DATE •�Fa?/L /�� *' "• M,4Y, C10i4g50AI e,4550C. 0RAFT9MAN �1635-K9 8 0 A L E �� '•� �� LAN© 5l1AVEY0A5 ClTY OF ATI-All"'ITIC BEACH 00 WATER CONNECTION CHARGE DATE vZ l Y LOCATION a1'j- 4 . e c> OWNER PLUMBING FIRM�_Uo U MAS T E R P L UMB E R _'L BUILDER OR CONTRACTOR TYPE OF BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH TUB OR SHOWER STALL. (6UNITS) SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK 3 UNITS) HEAD SHOWER) (2 UNITS) FLUSHING RIM SINK 8 UNITS BIDET (3 UNITS) SERVICE SINK TRAP STAND ( 3 UNITS COMBINATION SINK AND TRAY ( 3 UNITS) POT,SCULLERY SINK ( 4 UNITS COMBINATION SINK AND TRAY W/FOOD DIS. 4 Units) URINAL, PEDESTAL,SYPHON JET BLOWOUT. ( 8 UNITS DENTAL UNIT OR CUSPIDOR ( I UNIT) URINAL, WALLL LIP 4 UNITS) DENTAL LAVATORY ( 1 UNIT) URINAL STALL, WASHOUT ( 4 UNITS) DRINKING FOUNTAIN (!I UNIT) URINAL TROUGH EACH 2' SECTION DISHWASHER ( 2 UNITS) ( 2 UNITS) FLOOR DRAINS 1 UNIT) WASHING MACHINE RES. ( 3 UNITS) KITCHEN SINK 2 UNITS,%l' WASH SINK EACH SET OF FAUCETS ( 2 UNITS KITCHEN SINK W/WASTE GRINDER 3 UNITS) WATER CLOSETS, TANK- OPERATED 4 UNITS LAVATORY 1 UNIT WATER CLOSETS, VALVE OPERATED I-AVATORY ,BARBER,BEAUTY PARLOR 8 UNITS 2 UNITS LA UTN DRY TRAY 2 UNITS LAVATORY. SURGEONS 2 UNITS) • \I OV ED p R gEA�H A 0 PTE',NoCFFlcg Ac —� 7 I i x f JIB —/0 a 3X6 34' 6 ---------- WEB NOTES ---------- 0 0 0 n 0 0 o p 3X5 34' 8" WEBS: 2X4 03 HEM-FIR, FIR-LARC$, OB o 0 C=3 0• 'a o 0 0 3X4 30' B" SO. PINE. a o �STANIMRIJ o o a o o p f � �ALPI E� HOLMES LUMBER COMPANY o 0 0 0 6550 ROOSEVELT BLVD. o Z.-'- TRUSS o srn �cn C - RBO�JT� ��•�VNy�LL1.i FLORIDA 32210 REPINE ENGINEERED PROD:JCTS,INC. 5X5 34' 6" 5X4 34' 9" P.O. BOX 2225 } POMPANO BEACH,FLORIDA 33061 5X5 34' 6" LOCATE TOP CHORD OFF-PANEL SPLICE 305-781-3333 5X4 34' 8" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 30' 8" TC LIVE LOAD . 38.9 PSF 1.5X4 34 ' 6" DASHES SHOW { 3 TC DEAD LOAD 7.9 PSF 1.5X3 34' 8" DIRECTION OF t-�-S BC DEAD LOAD 18.9 PSF 1X3 30' 0" ELONGATED °^ TOTAL - 47.8 PSP HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC 4.00 so .c OVERALL SPANS ' PINE 2X4 TC 2X4 BC SS DEN HD 34 6" 34' 6" SS DEN 33' B" 34' S" 4 EO. TC PANELS SS KD 33' 9" 34 ' 6" 3X5 34' 6" 3 E0. BC PANELS SS 32' 8" 34' 6" 3X4 32' 6" MEASURED FROM 2.5X4 25' 5" 3X6 34' 6" INSIDE SCARFS #1 DEN RD 33' 4" 34' 6" 2X8 34' 2" #1 DEN 32' 6" 34' 6" 2X7 39' 9" #1 RD 31 ' 19" 34' 6" 2X6 25'19" #1 38' 9" 34' 6" MIN BRG SPAN #2 DEN RD 31' 4' 34' 6" #2 DEN 39' 2" 34' 6' 5X6 34' 6" 3.50" 34' 6" #2 RD 29' S' 33' 3" 5x4 39' 8" - #2 27' 9" 31' 3' 3X6 34' 6" LOADING SPACING 3X534' 9" 3X4 39' 0" 147.0/1 .33 24 . 0' ' 34' G" MAX PLATE TYPE--ALPINE 2X4/2X4 PITCH ILE55 THESE SPECIFICATIONS FCR LUMBER ANDTRUSSES REOUIRE EXTREME CARE IN HANDVING, IL GENERAL NOTES ALPINE CONNECTORS ARE FOLLOWED AND THE WARNING ERECTION RNO BRACING. SEE -BWT-76- �� M•�l. 43WTS FI 4.0/12 1RU55ES BUILT IN CONFURMFVVCE WITH -DUFLITY CONTROL MFAIUHL" BY -TPI, (BRACING WGOO TUSSES; GOn'lENTRRY AND RECOMMENDHTIONS - � THERE SHALL BE NO WARRANTIES Of THIS DESIGN, EXPRESS DR IMPIIEO. -TPI). SEE THIS DESIGN FOR RODITIDNAL SPECIRL BRACING 3 CHyRTlft A E SPANS TO 3 4 ' 6' ' BLP14E CONNECTORS ARE MRNLIF ACTURED FROM 20 GRU-E GALVANIZED STEEL REQUIREMENTS. UNLESS OTHERWISE SHJWN, TOP CHORD SHALE e/L='s UNLESS OTHERWISE SHOWN, MEETING REOUIREMENTS OF HSTM M46 GRADE R. BE LHTERRLLY BRACED WITH PROPERLY ATTACHED PLYWOOD C STATE s APPLY CDNNECTDRS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING ^ fCOR:DA BERRING W101H6 RRE 4- NDMINTI UNL ESS OTHERWISE SHOWN. DESIGN AT MAXIMUM OF 10 FEET 0. C. CD NOT USE THIS DESIGN C r COPYRIGHT 1979 4888443 STAM)APDS CONFORM WITH APPI-ICHBIE. PROVISIONS OF -NOS-17 RNO •TPI 78 WITH FIRE RETRROANT TRERTED LUMBER. �JrFtED EHG`r ---TPI - TRUSS PLATE INSTITUTE, NDS - NRTIDNRE. DESIGN SPECIFICRTIDN FOR WDOO CONSTRUCTION f 3/22/79 DRAW# A424,943 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-MI-COMN- 47/1.33-30? 7+10- 24 I1S029 0,0000000000 4006 00,08 S 'T 037 _., ria« 3 0(1 A TOP C}iGRD 2k SO. PINE ♦2 DEN RD ,EXCEPT AS OTHERWISE SHOWN BOT CHORD 2X 6 So. PINE #1 RD WEBS 2X 4 SO. PINE #2 ;t. This 41 Hip is designed to carry 7' 0" Jacks with no weL This truss has. been designed in accordance with TPI-78 . H0LN7EIS 6550 T JACKSONVILLE, F!i:i;"":� 322 �i # � HIP 7 -S,TBK ' 3x4 � 2XO 9x1 2x4 #2 Dense KD So. Pine 2 X 4 4XIO --v.. I 12 12 L - F _xi `� 12x14 opt . I xi14 6x t spl , 4x8 no 4x12 no Spl , spl. Camber 3/8" �. f'Lf?-;-E 1 v^r--FLPINE �u DTTWE EF _ GENERRL NOTES ,R F icn-jrm N WRRNING TR-�S s R v�1 rFr Irl" DESIGN C TC LLF�TE ( S/E8/F79 i•71f5 n� TR PRF t -T IR 0,.t �T�,F YITN pJnEiTt CR tiY, crly ru,7ry;E SrE PRRFIa ':A'I7 i r DL -r a Pn•,1E AT r nil TF ,r E rrri,, naAF ;MRL Taus F rt rt�FR PAT N� RErI r Fwr I1 R- 3•cttrRrIC L^ TI RYG. 4 z s Z 5 0 1+ E 1.'1, F f F Ua irl FD. AEPTNE 1 I1 ;Fk +IS I FcI;N F"P.r ry1) 1Ii rt NO 6911 r L`4 F TUR CRF tL i�7 M9 V, nR 7rD!iFE7 •IFE1 fM TRE CFf It1 Pali INP AF7.,IaE?r N'S WIRE ')<' �•ti '! r QBC DL ENG. �j,R/�LPI rr -• r 11 F ra u r : 1 r- I c MF n�T n i nor„ R TOT.LQ. n/R LEN. 29.0-0IrrrIr :. h .T AI �r7Er;'1 it 41 ra, r r r -trq ifn +.*, jl.ORiOA WTRS!^J � rr,. 1 cN 111 vFar t A I . I I t ��r`� DUR.FM. PITCH 4.0/12Br n —_f0 ENro A I? ?•:i: n r.. RFS F nrl. �� grnclK1`rT'E i TQP C=HORD 2X 4 SO. PINE #2 SOT CHORD 2X 4 50. PIN£ #2 WEBS 2X 4 SO. PIN£ #3 r This truss has been designed in accordance with TPI-78 . 140Lm S LU 11"!2E� ! r�R•r q,r1/ r7 6 50 C� SE'V v� ytLT JLvD. JACKSONVILLE, FLORIDA L2210 k2_-HIF 3 ' 0" STBK ------ --� X"1 tIX I \� !X 3 • — j4.00 3X5 I-, r ? X' 3x5 opt. z."Xt 3�7 no Spl . T Spl. kPLTE TYPE--RLPINE r— r- r GENERnL NOTES SIF curl , ntr* r, wnRNING mus-FF.mu', Rr�IRF DESIGN CRIT REF f n, R•, a ,r r �,1, rO,cy r ;xTBr'F '74P IN HP 4-1,INr, FRFr.179h M') t. ti+ TC LL 30.0 PSF QRTE 5/18/ 79, c r r n9 CSS TIT Te ,._S RRF Bllll l TN c NI.Q'rVEl WITH v II 47PCIW. MR r>;. r*rE, SEE *89M I W�001 TC OL F QRVG c7 [—_i C FMiR rlN"_A BT TRS, rLRTF TWT,T)tF (TPI) TI#FRF pnlL TR!RSr" CO'TTNTART RW RFMIMNIrTInh�- aTtFICATE ,r 7.0 PS 2 l 5 3 [-7 "IF`J<` V 3.•NTIE Rr m"s rFSIGN, Ex "FSS IV 1!'69! ^v RI PINE I1P7 S c " S IF.ICN FOR TNT FCCf 11'*�'� 3'CE g9t i \\ t T�Iu •;:W4 .OR.. RAE RiY1FnCTLncC TIT" Tia.YRNUFC S rrl AFFTIN TIS ,PEC]1- RA°C N" Rr7,iRraM, VIFRE iry ' NO ['LAl E�a BC QL 13_Q PSF ENG. 3,R,(�J,�(?(lt.; Ci �I-P•1�� [" eFM RrIFNT; r.- rIMPTs CPnpr F T4rT nR 70 r..1^.F P7r.,, `9n SCTT•,p ['.-„RCS RRE N„T FRIT eRp^rp ft TOT.LQ Q PSF 0/R LEN. 29-0-0 i ���1, Otl!r Py ':WVN q J"I I yr "I"!]It) 1 P !1 f'1 F : i'r RI ;ntrgIlLT By ^Rr^Ek1T RrP',;FG S,fP'ilt�.: �\ FLORIDA rf /' ; •r T�1��S ! F^ • nY TW n - Y Pr[R .0 IF .II : P O .E I!INC, i/FT SIRILE BE RRnt FC Rl f�+\ Cr�t� OUR.FRC. 1 .33 PITCH 4.0/12 1 I- 1 N n.t 1 R Rte nr 3 FIE: FINP .;U'I 1 Br1T' ra 1( FIR YIf�t uP TC 9' 'L T Cl0° � ^t 9 � r r ( N 4^'r'-�r ,r.F,t:'nn t0 B" ,1 Ir., 1) r. RrP^rrIjVrty \EEO E SPICING ?�{ 0�� TYPE Ft I P TOP CHORD 2X 4 SO. PINE #2 DEIN KD BOT CHORD 2X 4 SO. PINE #2 WEBS 2x 4 SO. PINE #3 This truss has been designed in accordance with TPI-78 . Drl�All 7 = 'gel�. STBK qX3 I-"X' r �� ---' � I Sx3 4 F — ?X - --- 3x5 n.o 3x4 pt , 3xr, n spla tpl pl , ----SFf)L F PLRIE TYPE_ --REPINE tl_ IG REF r GENUML NOIES WARNING m. F T =' TCLLpSF DRiE yTI1_4 /)I— r S 1c ''rnQr ! I r 14 tnr7Tu_. Y. , 1 1,1 nq'yEYrq4 ,.IVWI7 5 E -rtr YnF 30 0 Q r9`; n I•, 1, F f ti nor a F n"4TnR r r+RF`' T I /ciaft►KJTI � TC DL 7.0 PSF DRUG. A 14 2 55 / no 6911 t,- H 1. 97.11 rEf .1 if %I F 'a „ F- Cj4E 'T I (( 1V [1f5 1 ®C DL jp.0 PSF ENG. W Fi . INE .,„ti r r'' r•^ Y t EE N P+F '• F a r a^ nar am r, t na Fn /1TOT.LC. iT 0 PSF D/R LEN. 29-0-0 :j r r r.e _F`_`' n4 1 9 fLORID DUR.FAr- 33 PI TCN 4.0/12 k p e iiPRCIN3 7°# .(J' T)PE 11 T P :.�.. --•- www... ... . ,- TOP CHORD 2X 4 80. PINE A2 BOT CHORD 2X 4 SO. PINE 42 WEBS 2X 4 SO. PINE A3 ;y ILS L ted CS t E R f(—Al This truss has been designed in accordance with TPI-78 . ,ACKcrIt.�� F 1 A, „,2,0 1 31 t�XP UX14 2.5X., +J, J a � � r` . X4 5X5 1 x 3x.1T opt, j 3x6 no spl. li spl. a .� ---- -- — --—--- 29-0-0--------------------- ------SrrxE - o.sroo PLRTE TYPE--RL PINE r-: U r r WRRNING DESIGN CRIT REF GFN Rfl'. NOTES +�S , rEr,F. n,, m. CJs s>„�„S +n AF L_; , L C.J f-- r ( '77 a ".',.i-q let\c CCA:E'ILY7 qr FDl1r4 -1 RY) -tTR •E U' IN til'L w, Eq r]ON n!:,',' y71t. TC LL 30.0 PSF DRTE _LZ4_I>rSSFS P4�D'11_T IH C VKrr9mVFF Y1 • 2.'17 I �ql?SN:. rr'l R;1POWE SCEJY Iq sa M E ]tisnrurE clr;;, r�r StinLE ca Nrnnr q . Fwrr E TC DL 7.0 PSF DRUG. A42>a.�r1�nr - r = csl�'I F VPNI3� 7FO Mr H{ ,VE hri) 'sFF nn c.'sl N rg,n.: r+W'Tq ,.� 1yf� BC DL 10.0 PSF ENG. Q.R.NjO1VG wn:�;,r 'n n FR,^ fTl YnNIiFD S F� AFF 5 'I!E E-771Cgnr 1� grill a.'1FV ; Yrf7 )^ Qr-•' 1,In r r. .iF nTHFY 9'}r ? , , r5]'m L qpi 111E Nf -Ul 1 n 1 :^ TOT.LD. X17..0 PSF O/R LEN. 29—0—0 Tt?1132 5r , p ^N ,IIIn,tn.,� .F r .:) II IN „FY E CUR.FRC. 33 PITCN 4.. 0/12 FIYI tn; 1 . YiI A 7,) 8 MT q: w,.,rn„ {nr,Nri. 1 rFFI nCi - --, q•�i , . „•, 11r: IN r. I1•J r a F1 0 rFCIIVF•T ,PRCING 29.0' TYPE t�1 F 6" Less Over 6" to 1 ' 2" Qver 1 ' 2" to 1 ' 6" Over 116" to 1110" 2x6 2x8 3x10 Use 3X8 1x4 or Toenail Common 1x4 or Toenail Truss 3x9 3x9 IL 2x4 i I 2x6 2x8 a Wedge 11 + 2Wedge .2 ' 0" Wedge 1 ' 6" 2 ' 0" We ------1 ' 10" 2 ' 0" tom— � ------ ----I Max. Max. Max. Max. Max. Max . Over L/6 to L/4 Over 1 ' 10" to L/6 This Dwg, to be used in conjunction 5x1O( Splice) add -1x4 Cont. Lateral with Dwg. - A1O31O. See -`AlO31O for 3x10 12 B�a�ing if' web over t 5x4 ' Lumber and Plates not: shown. 4 2x4 - Same grade 12 ��\�\ \ as Bot . Chord 4 7x8 W/Splice ���� 3x4 5x8 3x5 I I 3x8 Over 1 1 2 1 , 10,1 I I 2 '01 12 12 I I to Tdr, Max. I I 3x4 NOTE: Where 2 '0" max. Rake Overhang is permitted, up to -- `J 410" Overhang with level 3x5 5x5 3x5 return is also permitted 1 � Over L/6 210" provided the level return is I — solid butted against the to 4 _ Max. wall or equal. L = 33 '0" Max. L/ •L►i.1f eom.e to r• are :0 �.`. ya lran u.d ,t..l .nd ,nal, b. .pp:,rd :> ��t� t.._r. =t tr. a r.<� ,oint. Dr.B r Rti1'B Chkd.By R'�B Date 8/4/71 1�at,s ,e.lt er ,noun. rtn,r is .t.d n. :rc l., 1,:� or �.,Irr — ,f up to 104 of �i,an area is p—tt.d.•nCJ.TTING.and FAEH1:ATING req u,re• .quip1--, mien —1: p-4— o$ 1 n g Al ('� saiy-t ttt tag Joints and pl.l.s. JATILALL LYN -FS a„r. ," n...ir,d race rode a.arin� ,idtn, up to a" ar D rw g. A 031 OV C Da ,..d. ....,ttiyu, to ll . p!. IG4 TA..AF^: t .,tn .ppil— lr Top Chord 45 p s f *r.•,s,oas of '\ational ^.oi�n Spoc it k anon for �tr.s• - GrWe I D and It, Fa, i \FPA 1 .. -IJ..,� s..<,f,<.tion, fir L,.nt �.tal D1.:. .<t.d -rue TTI F L FR, IVG :, .ot tn, o t Chord 10 s f LENGTH 331011 .` rospeainal it.- of tn. tru„ deai�c. pl t :nuta<:�rer. :,.:r t f nr t :,nd tru„r, p A _ ai• —utl—d to ...h prof.as umal% .W pard toj ere<n,r. Cra p n,rn .red :. Dre.•ot Load 55 p s f> toai —d doa n n+ dur,u` t d pe tr , -p n,cC ..z ,D•r i[: Tot • PITCH 4/ 7 P11111-.:,nn.. Tru„ .n.0 r. , ., d - ,. :�. p: ..r ,n..rn,o` Dur.. Fac tor 3��'� 1 TRUSS c Q .ppl,ad dir.ctl F n i r .'n �. R V V ae:,�.d ai rr:i. t a r d.,. •. t .oa t.r.., .r. r.r _,... i..> .,a..d .,. t tl anl.r'.r. �ur.�i t:tr .,. .,T:_a. ., ti p a ci n 2 0 ��, c . T T T'1': . VAR. CANT. NJ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025958 Date 6/09/03 Property Address . . . . . . 345 BELVEDERE ST Tenant nbr, name . . . . . . EXERCISE/STORAGE AREA Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor ------------------------ ------------------------ DONALD R. COLEMAN JONES, BILLY J. 345 BELVEDERE STREET HIGH QUALITY ENTERPRISES INC ATLANTIC BEACH FL 32233 13911 CEDAR CREEK DR (904) 249-2417 ST. AUGUSTINE FL 32087 (904) 591-9876 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . WIRING RM ADDITION Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 0,0 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. G BUILDINC-OFFICIAL ALF 29937 t MAP SHOWING 7, BOUNDARY SURVEY OF LOT 34, BLOCK 1 , AS SHOWN ON THE PLAT OF SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64 AND 64A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: Donald Coleman-#84-JOO79 "I hereby certify that I have examined the F. I.A. Official flood hazard maps and the above property lies within Zone "C" , as shown thereon." v L T 153 o� X 0-1, I U t% Z/7' 33 --.... �Ij `1 �r 0 W N C"a,c..�:�; •� 111 4• 2C3./• •w N 6.5. V• •' iy � Q S. 70 1 X10�'.• c`3�'.arzl�vq �,�P To JOB NO. DATE QAr, C011'Q50N .4550C. DRAFTSMAN S: 8 0 A L E L d ND 51/l7VF_Y11049 i f i r _ f ,....., ..�...;.:�„ _a.,..._,. _ ._.. -___. ,;c-. ,.._.�.._..::..,,,..,_..._.��,.-...a....,.r..� .....,,...-,� ..._.,-.�:...,.....,_..�...-.oma,...-....w.,' - r �f '!�'l�US �Tr T�ZOOF SIC 0I�2I �T)f 5 t� Ex s )n1(:;� 2,Yc+ rASGIiI ' ` Q DOG )74 [ o/G Sow 51b�'i TYPI �AL'J ��OLATL-T) 5CAL.E a ' Ty'p► G FlL ��N Sv L �`�� 1V A'�y �`�iv��- Y I Jh r t i � F j ilk c E �! d FF ry a s `4 � R t FL-Dol. -P[,PN Gchc. c; �, { i � ��� ��`� NDN - �� vv ��� 4, .: e d t S 3 ET8 5 t ? J5� 2Xt¢ rASCIA ''' Qk DOL I'9 0/Gr3on►5l b-;5 Pi G .:`1�N S L TL's �2a d EL 5CALE TYPICOL 1'NsvLAgr: 9 m KIPS .� 1-11), i z _ _ 1 t t i ilk � F l0%il%Yuu:: 14:31 FAX 9047840708 CAMERON ASHLEY x]003/007 ARCHITECTURAL �y TES7"INIG INC, w, -4129•Telephone 717-764-7700 r,�Ago A4MA, T3 Results Title of Test 'rest Specimen#I I Test S ecimen 92 OF ZP741 G Overall Design Pressure 35 psf I 50 psi, eratin z Force 20 lb max. ! NjA Air Infiltration 0.08 cfm/ ! Ni-A Water Resistance 7.5 psf I N/A Structural Test Pressure +52.5 psf Deglazing Passed i NIA Forced En Resistance Grade 10 i N/A Reference should be made to Report No. 01-350110.01 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. 1 � / �-� - Adam A Fodor, Technician AAF:nlb Laboratories In Pennsyivan(a, Minnesota & California t�7. tl03/0(17 ARCHITECTURAL • 130 Derry Court-York, PA 17402-9405 TESTING SNC, web www.lestad.com -Facsimile 717-7644129 -Tele hone 717-764-77 0 P 0 AANLA/NVVWDA 1011I.S.2-97 and ASTM F 588-97 TEST REPORT Rendered to: SILVER LINE BUILDING PRODUCTS CORPORATION One Silver Line Drive North Brunswick,New Jersey 08902 ? Report No: 01-35010.01 Test Date: 06/08/99 Report Date: 06/18/99 Expiration Date: 06/08/03 Project Summary: Architectural Testing, Inc. (ATI) was contracted to witness tests at Silver Line's North Brvns)��ck, New Jersey test facility on two Series/Model 2900, PVC ttvin mulled single hung windows. The samples tested successfully met the performance requirements for the following ratings: Test Specimen 41 H-R35 88 x 75; Test Specimen 702 H-R50 76 x 63*. Test spP..-imen descriptions and results are reported herein. Test Specification: The test specimen was evaluated in accordance with the following: AA.MA/N'WWDA 1011I.S.7-97, Voluntary Specifications for Aluminum, Vinyl (PITC) and Wood Windows and Glass Doors. ASTM F588-97, Resistance of Window Assemblies w Forced Enrry Excludirg Glazing Test Specimen Description: Series/Model: 2900 Type: PVC Twin Mulled Single Hung Vyindow Test Specimen 91: (H-R35 88 x 75 rating) Overall Size: 7 4-1/2" wide by 63" high Active Sash Size (2): 3' 5-3/8" wide by 3' 0-3/4" high Fixed Daylight Opening Size (2): 3'2-7/16" wide by 2' 7-7/16"high Screen Size (2): 3' 4" wide by 2' 7-7/16" high Laboratories In Pennsylvania, Minnesota & California 14.0u r..A Vv4r04urU0 CARENUN ASHLEY UOQ-'OU7 OI-35010.01 Page 2 of 5 Test Specimen Description: (Continued) Test Specimen 42: (H-R50 76 x 63 rating) Overall Size: 64-3/4" wide by 5'Y high Active Sash Size (2): 2' l 1-1/2" wide by 2'4-1/4" high Fixed Daylight Opening Size (2): 2' 9" wide by 2'4-1/4"high Screen Size (2): 2' 10" wide by 2' 5"high The following descriptions apply to all specimens. - Finish: All PVC was white Glazing Details: All lites utilized 5/8" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed glass and a desiccant filled metal spacer system. The :fixed lite was interior glazed onto silicone back-bedding and secured with snap-in PVC glazing beads. The active sash was exterior glazed onto silicone back-bedding and secured with snap-in PVC glazing beads. Weatherstripping: _ Description ouanti Locarion 0.240" high by 0.187" 1 Row Sill,faxed and active neeting rails backed polypile with center fin 0.240" high by 0.187" 2 Rows All active sash stiles backed polypile with center fin 0.375" high co-extruded 1 Row Both active sash bottom rails single leaf gasket Frame Construction: The frame was constructed of extruded PVC member with mitered ar_d welded corners. The fixed meeting rail was coped, butted and fastened with two screws pFr end. The integral mullion was fastened to the head and sill with three screws per end 4nd sealed. Sash Construction: The sash was constructed of extruded PVC members with mitered and .� welded corners. Screen Construction: Thi screen was constructed of rolled aluminum members with plastic comer gussets. The fiberglass mesh was secured with a flexible spline. 1u;11 suu� 14:34 FAIL 9047640708 CAMERON ASHLEY 2005/007 01-35010.01 Page 3 of 5 Test Specimen Description: (Continued) Hardware: Descri-P ion Quantity Location Cam sweep lock 4 9-1/2" from each end of both active with keeper sash meeting rails with keepers aligned on fixed meeting rails Plastic tilt latch 4 One on each end of both active sash meeting rails Metal pivot bar 4 One in each end of both active sash bottom rails Block and tackle 4 One in each jamb balance with shoe lDrainage- Descri-otion Location _ Sloped sill i Sill 1/4"diameter 8 Two, 3" from each end of both active weephole sash bottom rails draining the glazing channel 2-1/2" wide by leg 4 One in each end of interior sill leg height weepnoteh draining interior sill pocket into exterior sill pocket 1-1/8"wide by leg 4 One in each end of exterior,sill leg' height weepnotch draining exterior sill pocket Reinforcement: The fixed and active meeting rails utilized a 0.030" thick galvanized steel channel reinforcement. The outside exterior hollows of the integral mullion utilized a 0.060" thick rolled galvanized steel 1" square tube reinforcement. The intermediate exterior hollow of the integral mullion utilized a 0.060" thick rolled galvanized steel 1 1/2" tube reinforcement. Installation: The test unit was installed into the 2" x 8" wood test buck using the nailing fin r with 1-1/2" decking screws spaced every 14" on center. The exterior perimeter utilized 1" by 1" wood blindstops fastened with 1-1/2" decking screws every 20" on center. The e:Yterior perimeter was also sealed with silicone. 10/11/2002 14:35 FAX 9047640708 CAMERON ASHLEY 2006/007 C1-35010.01 Page 4 of 5 - Test Results: The results are tabulated as follows: Paragraph Title of Test- Test Method Results Allowed Test Specimen 41: (H-R35 88 x 75) 2.2.1.6.1 Operating Force 20 Is 30 Ibs max. 2.1.2 Air infiltration per ASTM E 283) @ 1.57 psf(25 mph) 0.08 cf n/ft- 0.3 cfn/ft-max. Note #1; The tested specimen meets (or exceeds; the performance levels specified in AAjVA/2vW7IDA 10I.I..S. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 (with and without screen) WTP =2.86 psf No leakage No leakage 2.1.4.2 Uniform Load Structural per ASTM E 330 (IMeasurements rcpor.ed were taken on the integral mullion) @ 22.5 psf(exterior) 0.06" 0.28"max. @ 22.5 psf(interior) 0.06" 0.28"max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Left Sash Active meeting rail 0.09'716% .056"/100% Bottom rail 0.09"116% 0.56"11100% Richt Sash Active meeting rail 0.09"/16% 0.56",1100% Bottom rail 0.09116% 0.56"/100% In remaining direction at 50 Is Left Sash Left stile 0.06"/11% 0.56"/100% Right stile 0.06711°,e 0.56"/100% LghLSash Left stile 0.06"ll l% 0.56"/100% Right stile 0.06111% 0.56"/100% lU;lli Guu.'. 14:;JU FAX 9047640708 CAMERON ASHLEY F0007/007 01-35010.01 Nee 5 of 5 Test Results: (Continued) 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per ASTIvi F 588-97 Tyne: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through A7 No entry No entry Lock Manipulation Test No entry No entry Ottional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) Nlv'TP= 7.50 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the integral mullion) G7 52.5 psf(exterior) 0.22" 0.28"max. a 52.5 psf(interior) 0.07" 0.28"max. Test Specimen 42: (H-R50 76 x 63) Optional Performance 4.4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the inTegral mullion) �75.0 psf(exterior) 0.22" 0.28"max. a 75.0 psf(interior) 0.07" 0.28"max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance reTairements of the above referenced specification. This report does not constitute certification of this product which may only be granted by&,c certification program administrator. For ARCHITECTURAL TESTING, INC: G� Adam A. Fodor Bruce W. Croak Technician Project Manager A.AF:nlb 01-35010.01 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD <• ATLANTIC BEACH,FLORIDA 32233-5445 SSS TELEPHONE: (904)247-5800 -� ;► FAX:(904)247-5805 SUNCOM:852-5800 t httn-//r;90--L_- ^us Cl i PLAN REVIEW CC �3 Permit Application # d 3 - 23— Jar Applicant: �M E Address Project: 6,vft,,yom r-A&o7rL F xErrcfs,r /Loa"A n Your application is approved s✓Your permit application has been reviewed and the following items need attention: \ f S t r AJ ! 2 D n.oM -vrc -+ • .t Please re-submit your application when these items have been completed. Reviewed by r--c>K t? Signed Date Contractor Notified (f Date S- s�-0S CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24618 ~Address: 345 BELVEDERE STREET Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/08/2002 Name: COLEMAN Total Fees: 50.00 345 BELVEDERE STREET Amount Paid: 50.00 `� NTIC BEACH, FLORIDA 32233 Date Paid: 8/08/2002 P Ah `"° C3Q _� Q000 Work Desc: INSTALL/R CONTRACT S LIC . N FEES WAYNE CONN PLUMBI NC. 50.00 10 'f 11177 ?TrIF A Jk"Eh F. q - � r t as 4 { NOTICE- INS�'ECTIONS "T BE REQUESTED AT LEAST 24 HOU PRIO/LACED INSPECTION BUILDING MATERIAL, RISH A M T U. htJT B IN PUBLIC SPACE, AND MUST BE CL H D`'' Y Y " CTOR OR OWNER "FAILURE TO COMPLY WITH T N RESULT IN THE PROPERTY OWNER PAYING TWICE F iciiil VEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ' 11 C11111111111111 TIP40 Ile w. 91M4t ATLANTIC BEACH BLALDING DE . WA 960.0 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: `+ OWNER OF PROPERTY: l tM a TEL. PLUMBING CONTRACTOR: LU ( i C� ►.� l u rv.�, i �, CONTRACTOR'S ADDRESS: 3 H lEj t\J , L U e_sz-�u STATE LICENSE NUMBER: C Q 'S 5 -7 SO TEL. 3 S 3 --3 1 c' '2- HOW ' `ZHOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS _ SHOWERS LAVATORY WATER HEATERS BATH TUBS I DISHWASHERS URINALS t _DISPOSALS cZ CLOSETS WASHING MACHINE FLOOR DRAINS _SHOWER PANS SEWER WATER dliM-RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER I TOTAL FIXTURES: Am X $3.50+$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: - INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. CITY OF ATLANTIC BEACH, FLORIDA Ap lb A APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 3 19(E� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN"ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. nTSTATE ELECTRICAL CONTRACTORS, INC. ELECTRICAL FIRM: ,(. ER ELECTRICI I J NAME 114 �! 1,°e1 eta ADDRESS: y�61�-°/✓CG/.�r o RFD BOX BLDG.SIZE BETWEEN: RES.(L-r� APT.( ) COMM.l i PUBLIC( ! INDUS.1 I NEW( I ' OLD( REW.1 ! ADDITION( ) TRAILER ( 11 TEMP.1 ! SIGNS ( ) SO. FT. SERVICE: NEW( '! INCREASE ( ! REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPERf ALUM. • TCH OR BREAKER AMPS PH 7 W %: OLT RAC AY r EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS '` NO. SIZE" 1110: SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES' 3 CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. -+4, SWITCHES 17 6 a INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, I OVER APPLIANCES ISELL TRANSF. , AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOROTHER MOTORS AMPS CELL HEAT:. KWHEAT � a Z, 0.1 OVER MgTORS M.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. J J-T)j� G Btlfl-DING ?f :,- ;,`D SOTA",E FOOTAGE -;Zo S per s f. $ @ per S. per s. f. f1 F S per s. f !;TCK --- --- per s. f TOTAL ION DATA. . . . . . . . . . . ------------ PERMIT FEES 71 41 7 –,---Jo�--14' ----— - --4- —. , i(-)TAL �ALUATION DATE 16t $/s C) RH"AI'd,-CR VALUATION per tliousand )TAL BUILDING PERMIT 44 63, PLUS 1/2 THE BUTLDIN.G PERMIT FCR PLAN FILING FEE – TOTAL FEE DUE ------------------------------------ - PLU'�!BING PERMIT FEE $ WATER METER SIZE & FEE $ SEWER CONNECTION: SQUARE FOOTAGE -c) FEE WATER CONNECTION: FIXTURE UNITS @ $10.00 PER UNIT TOTAL BP & PC FEES DUE . . . . . . . . . .$ TOTAL [TATER ' CHARGE . . . . . . . .$ TOTAL WATER CONNECTION CHARGE. . . .$ TOTAL SEWER CONNECTION CHARGE. . . .$ GPA'-,lD 'TOTAL DUE. . . . . I . . . . . . . . . . . . $ FOR OFFICE USE ONLY Date------------------------------------19 ...... Permit #........................Fee$.......................• CITY OF ATLANTIC BEACH Valuation $------------------------------------------------------ FLORIDA -----••.......................•---------.........----FLORIDA House #. -.--•--- 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. Date--. 2Y............,2................. ET - �Owner......NOJYX� 5 .�I"19�-.��4/�,, Architect 1`'. ....MVT7------ ;7:4n1.Y.......................Address............................................................Telephone No.--_------.--•-•-•----.--- Contractor Builder--- ------- -----e61 ...............Address............................................................T�eellephone No.....-----_---•------------ Lot No............ �':...•----....._•..------...Block No--------------t-------•--------Sub Division-...-_. 14..........�P. .l-._-... Zone tVVXQFwhat------- Side Between. ..................................and......................................................Sts. -- Valuation $..__!i5,!!r..............J purpose se will building be -------.Type of construction_.' mn.q!'N.-t�.....---....... i y Dimensions of Building_.---?�...-1,51? --...Dimensions of Lot.-75...:..X------ja:;>...............:Size of Footings....5..--.K..1ti..----.----- Size of Piers-------------------------------------Size of Sills-------- -- ------Greatest Sill Span in ft...........................Type Roof.........a. 44.1M�tR7.... How will Building be HeatedZ �_----1:Lre- c.....--...__Will Building be on Solid or Filled Ground?------- .!•G?.......... Size of Ceiling Joists._-.----_-_•-•---•---------------------- Distance on Centers_.......................................... Greatest Span............................................ » Size of Floor Joists----------------------------------------------- Distance on Centers.......... .-.............................., Greatest Span_.--....---...................��......... " --�-�, 1 n Size of Rafters-..-_.`.--W-5 �'`-�---------------Distance on Centers.... ....____.........__.__....., Greatest Span.-----3.2._...... 0. This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from R ON C 6�CN all lot-lines B,ELOT LINE Two existing buildings. Two copies of plans and specifications shall be submitted with application. 9V Z Q 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 3. When steel is in place and ready to pour beam. 4. When framing is completed. 8� ` 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 covered. A 7. Electrical inspection by City of Jacksonville. m rn 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 spe ' 'catio , which are a part hereof, and in accordance with the building regulations of the City 0—anti, Beach. Signatureof Builde Address-•.....................•-------•----------------••-------••---......-----------•---. --•-- -- Signatureof Owner--------------------------- ------------------- •-•......- .. _ Address.__......... ............ CITY OF. ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1 . Building Location:___. wn ���- 2. The attached plan for the above building is approved subject to meeting the following applicable construction requirements : a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings , properly placed and fastened on metal cables with wire. Footings shall be si'x inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil . b. In hollow masonry unit construction, each unit cell shall be reinforced with at least on No. 4 bar at all conrners, poured and tamped with concrete; such rein- forcing shall be properly tied into -the footing and spandral beam. C. All wood truss rafters (roof construction) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i . e. , roof, outer wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connection between the house plumbing drain and the sewer service connection (at the property line) must be inspected by the City before being covered. City Manager 'he undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. i C %ctcaner — 6 -- "FAILURE TO COMPLY WITH THE MECHANIC'S Date UEN LAW CAN_RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING WROYEMErtTS." -'NERGY DATA KEQUIRED WITH PLr1NS (Must BZ—Ic-entlfied C�n--This Form Orli; Plans) DATE ?��.P77, i3 ADDRESS �`Z /: /��� -� ��-�' _ _tG� JF'�lwPI• 17 7y : .zsulation In Walls R nsulation In Ceilings _._ Q ?A 7- _M R ,e ln�ulation For Wood Floors R :cncrete Slab Edge Insulation R Insulation Around Ducts ftp Dztzts In Conditioned Space _ ;ype Heating SystemCOP a� r Type Cooling System / EER f S ':ype Hot Water Beater 6 2t&tf�_ ^'vpe Glass In Windows and Doors :" Double G13-. ed V", Ti tited Single Glaz«2d� _ _ 'ri nted�4 E x t o r i o r Doors CHECK FOR FOLT.,OWd N'a ON PLM4S: :z e the dimensions of p11 windows and doo-s shown? If not , th-Ls is required either on fluor plan , el(.�v�itions ar n a scEedule . Ai - :�,� ilentify any fixed glass . : s the overhang size identif is 1 on plans '."� _ � If not , give �e here r _ �6r�.________�_ the washer and dryer locaLion shown on floor plan? - '. : not , draw in on floor plan. :11so identify area as con itioned or . .incondi tic.ned. ;.re there any fans?___74W___ . If so , they should be iden- titied cn floor plans. 1 :, a Multi-zona A/C system to be used?— ` ,-may �. (operable door most sc.'ar•ate syr. tCRi) . / I : tt:e buildinci c-1ri'2ntUd on plot plan wit;. compass direction? 01)-- i ! not , draw in utt plat plan. th,.,rc ;i whole fin ' :o tic type f,-)n with 1 . 5 t.F.M/SF) ' itjetjtiiy 011 t iC .)C pi,ttk , FORM 900 AND 901 -123 % �tNear�9: FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 08 8GRAHAM SECTION 9 GOVERNOR ENERGY OFFICE `yOw MBT" • GOVERNOR POINTS METHOD LEX NESTER,DIRECTOR PREPARED BY: BRABNAM KUHNS DESAY- CONSULTING ENGINEERS PROJECT NAME '' ...' = `� f ' - ` ` '' JURISDICTION AND ADDRESS BUILDMIG PERMIT NO BUILDER ;, ,r OWNER C,f.( t TO N F L Its 1M BY "Sle M[R ` STATISTICAL DATA zoac 2 1 PF Co Cor `PI PHEATING SYSTEM TYPE TWATER SYSTEIM TYPE m Niw—st a UMTS P rte„ iAi 0!L SOLAR tL[C •Ai OIL >E01.AIt C!i ►RAIt Oy ❑ ® ❑ ❑ ❑• 1 oio 1 ❑ SAYE WMT COMM M WALLS common ceiling MAXIMUM ALLOWD Xd — XI! as FN OM Aw8lV*X D FtwsO TOTAL MOTO IMAMS 41"ATs1 "woes E PI CERTIFIED BY: ,' DATE - EPI FORM 900 AND 901 - 123 FLORIDA MODEL ENERGY EFFICIENCY CODE s FOR BUILDING CONSTRUCTION i 808 GRAHAM SECTION 9 GOVERNOfit ENERGY OFFICE ,,.T,��• GOVERNOR POINTS METHOD LEX HESTERf DIRECTOR PREPARED BY: BRAGNAM KUHNS DE®AY- CONSULTING ENGINEERS PROJECT NAME JURISDICTION AND ADDRESS 3 � , , 1 f � .. �,. ,.•,F� ----- ,,� BUIUXN PERMIT NO BOLDER ®WHIR TORE FILLED IN SLOG.OFFICIAL TO Of FILLER IN BY 0E810N STATISTICAL DATA zoo zip c d�, FIINWAEMM • CO* EPI ATfNG SYSTEM TYPE WATER SYSTEM TYPE �,, NiR�ER a u1sT$ ='T" T GAO OIL SOLAMR [LEC $A$ OiL SOLAR COs RAIL OU ❑ ❑ ❑ ❑ ❑• ❑ Lo T-0-t-,m -F.LLI BAN OUDKT COMMON WALL$ n ceiling MAXIMUM ALLOWED XS -- Xi! room Arrammi 1 D F91080 TOTAL POINT$ tlEANR MEATH RAVNIO$ EPI CERTIFIED BY: r' r DATE• ?/�� EPI • ., el` " t, Ell, 9D DESIGN CREDIT POINTS(CP) 9E DESIGN PEN44.TY POINTS IPP' CEILNN FAN$ tw eofle.rACEI I P!R FAN WArI[R AND DRYER Lwow$PAa 3 MULTI ZONE A/C RPERABLEO $Y 1 $ MAX.OPENINS OF *LASS(40% $ (OPERABLE Ho al, wllN'iows (nn E of►rwlE PER ROOM $IRE OF 110001 w'HOLK NOUN FAN 11.$ CFU/OF) s TOTAL ffNIATIW"S PERSCRIPTIVE MEASURE K FOR COMPLIANCE SECTION CHECK SYSTEMEFFICIENCY $03.4 Cl AIR CONOIT10#104 CONTROLS $03.T A/C DUCT CONSTRUCTION $03.9 PIPW INSULATION ( ever"" ver ATfNo` $03.10 $T$T t WATER NEATER 1 ARI"E Ro->•$LAmI $04.2 SwIM1"" POOL$ $04.E [] TOTAL $HOMIER /LOW AtSMC Toots $04.$ 4_ _ EDGE INSULATION PERIMETER' WPM Q W P 1« QK RO- 2.9 92. 7 r'� I V -�� R3 - 5.9 69.5 RIS & UP 46. 4 OR AREA SINGLE DOUBLE WOF GWP OR AREA SINGLE DOUBLESOF GSP CLR IN CLR I TIN N 1S7. 4 120. 8 N L46 3 120 10 NE 157. 4 120. 8 NE 221 186 190 1 E 1 5 7. 4 120. 8 = Fj-q j E 7 9 242 251 , SE 1S7. 4 120.8 SE 1 219 226 1 18C S 1S 7.4 120.8 S 190 160 160 13 ~ sw 157. 4 120.8 SW 1 219 226 400 s w 64 1S?. 4 120.8 o w 242 251 44 wo Nw 157. 4 120.8 NW 21 186 Z 1 s r H 4 6•. 4 79. 3 J E H 489, 408 432 360 L IL a a 0 s p p C p -, HORIZONTAL GLASS ( SKYLIGHTS) f FOR TINTED GLASS SL 0.83 SEE SEC.902.20 TOTAL GROSS WINTER POINTS TOTAL CROSS SUMMER POINTS a"fl!lROIA: 1.12 0 1!1CON0. 1.00 Q CT w Comm1.00 MSM FROM TABLE 9A �ol �l �( � (p f, '1�! CSM FROM TABLE 98 ,a FLOOR AREA(DIVIDE) (�/ 7/1 �- f � FL0OR AREAMIZ) L WINTER POINTS(WP) SUMMER POINTS(SP) FORM 900 AND 901-123 ZONES-123 WINTER POINTS SUMMER POINTS HOT WATER POINTS CREDIT POINTS PENALTY POINTS EPI FEWER TOTAL P!' ARE ENCOURAGE FOR MAXIMUM ENERGY SAVINGS 1 CITY OF ATLANTIC BEACH FLORIDA INSPECTIONS BUILDING PERMIT NO. ,cu 'Y-y ELECTRICAL PERMIT NO. PLUMBING PERMIT NO.II 4; JOB ADDRESS 7 7 CONTRACTOR OWNER } DATE REMARKS INSPECTOR FOUNDATION FOOTING f' SLAB P ( ' r s. .} f PLUMBING (R) TOP-OUT SEWER TEMP-POLE ELECTRICAL (R) ELECTRICAL (F) '�3 FRAMING PLUMBING (F) LINTEL/BEAM COLUMN STEEL SHOOT GRADES LOT CLEARING OTHER FINAL INSPECTIONS l 4925 DEPARTMENT OF BUILDING I CITY OF ATLANTIC BEACH,FLORIDA PERMIt NO. i PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB j! FEBRUARY24 82 i3*5u T Date 19 i�3�aC�tT 46 228.17 193.50 Valuation$ Fee$ 4 .00CA 17 i ,a 2/26/a This permit not valid until above fee has been paid to City Treasurer,and is i fail subject to revocation for violation of applicable provisions of law. This is to certify that TUE NEW MET COMPANY _ 1140 EDGEWOOD AVENUE SOUTH, JACKSONVILLE, FLORIDA I has permission to build SINGLE FAMILY HOME AS PER-PLANS SUBMITTED (+ I SINGLE FAMILY RA Classification Zone , Owned by THE NEW MET COMPANY Lot 34 Block 1 S/D SEASPRAY i j House No. 345 BELVEDERE STREET According to approved plans which are part of this permit I NOTICE—ALL CONCRETE FORMS I AND FOOTINGS MUST BE IN. SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS j AFTER DATE OF ISSUE 4----D 4--i O Building material,rubbish and debris ii from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor or ow er, Building Official. jFOR OFFICE PERMIT DATE CONTRACTOR ( USE ONLY NUMBER PLUMBING 4734 2-22'-82 DON HARRIS PLUMBING COMPANY ELECTRICAL 3370 2-24-82 ALLSTATE ELECTRICAL CONTRACTO i SEWER + WATER I 9r