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Permit 579 Cruiser Ln ADDRESS _S7 9 BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: i PSR-3844 DEPARTMENT OF BV116, NNO CITY OF ATLANTIC BEACH PERMIT INFORMATION ------- LOCA' ION INFORMATION Permit Number. 13504 Address 57� R132�BR L�►N� F Porgy it Type,.IWELL ATLANTIC BEACH FLORIDA. 32233 i CI �f Wc�rk:R --------- LL�GAL', DESCRIPTION Constr. Type:WOOD FRAME :Block-. Iota 32 �Tw�aR��_ 'Proposed Usks section'. 0Subd:0 Rnq: La + a I Btdit s . SEABPlA Zst'. Value: 4 ,Op LmlprovC .; O ..00 Total 10:40 AMIOUA 7-7 kh 6r sOes'w� L FOR CIRRI T2,Q� "v 011 ION APPLICATION FEE$ Wan R CRBBB PERMIT ni044 IFLOR1I A: 2 " .3 '`"� � ,� Za� ° � C------ �i I� R ,n T1 O ATI Addf P.O. BO { EXO 1" y p F 1 NOTES, } I I III I i NOTICE-ALLCONCRETE FORMS AND FOOTINGS MUST 8E INSPECTED BEFORE poUgING a PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 0V,LD NG MATERIAL,RUBBISH,AND OEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPADE,AND MUST BE iBED llP%#ND MAULED AWAY,BY EITHE CONTRACTOR OR OWNER x �` IL.URE TQ O141 .PLY W l H TME M15CHANtCS' L1,9N LAW AN RE ULT IN, T PRC�PERTY`C�VIfNEI� P ING TW 1=C Bu�L 1NQi IMP i+C MENTs." � IO#NBi 2�3 APPROVED , PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIOK R w " Ste PROVIS16NS O A> I?LICALAW. 1T �IC StILDI CEPARTf+hENT S 4 f } i FFF S1o.n0 APP'LICATIM FOR WELL PERMIT CITY OF AU ARrIC BEAM PROPERTY MER Name:_1 7` 6k617 `j 6S Day Phone Address c s1 7 Zip 3 2-3-3 APPLICANT, IF MTER nM MTER Nazne:� /�- Gt�� /��t5 Day Phorire Address f� dC.��G ,�� � 7f`��s/7t� <� Zig JOB Address or Location: Legal Description: Is well to be used for drinking purposes? �J Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health Department, .furnishing a certified copy thereof to the building department of the City of Atlantic Beach, A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to camly with regulations stated herein: /V� to 4w UU16 kAP SHOW BO U DARY SUR► 4�,, FT ;�,;; O LOT 32 BLOCK' 2 ASS' SHOWN ON AAP OF AS RECORDED IN PLAT BOOK 3s PACES J4 6*A OF TH6' PUULIC RECORDS OF OUVAL COUNTY, FLORIDA zzrXes r 5 G7. 29' oD"E ��.00' to' 04'AlAJ CE, arIcirY remse axwr � o O NOTE: QO p.p F R O V I✓D ACc XCAJd irS AAA `' WOODp(,I l Y OF AI LAN f IC BEACH BX 6-C-0T AS SA10W�tJ O BUILDING OFFICE 2 3 19 5 o 13Y N Alt 31 33 Ceme,W_ p OAJE 157Z)PY (� NR BSP/GK o N N ,U�. 579 • N !J.(' tJ +�' ?s'6R ti N JN At. F v V b7. 2A'o o" µ/ 75.00' o�s� JCy• t I R' ZIAM ao'41w ZAA • VAUD UNLESS EMBOSSED W17H SEAL OF THE UNDERSICNEO. BEARINGS BASED ON if/A/ (INE AS SHOWN 111 11It t I o, HF,REBY CERAFY 774AT Z HE tc SHOW HEREON /S IN 7YE SPECIAL FLOOD HAZARD ZONE +.tl II ON FLOOD INSURANCE RATE MAPFOR Aruwrie 4,ome l, /'LORIDA, MATED 4•017-69 _ VOW �� f✓�Z1f-2`I-,OSD F-3O_ (� 4.1 /X 2XO , ' S S l 3cpS� w � •Z� t� �?�a2 ._... 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L1.[ }D:D l[(Yll;n[MT foe�:af 0.fOD •r f 11 Ic. 1]'-10• II'-11' 11'-1, 10 •_ •- •- _ I �!�/,,]/af� tilt clf.T[!6r alo i.Aa io!3Lk[cTIBI or V99f P:lfS_ 't 0.11• IT-1• 1]'-a 11'-10- 11'-]• 10'-•• 10'-1' ...1' •'-]• h r.7 r L� ' .m aur Altstt.1 1Q■wm0•41 P�` ■OTQ: 1.aA/a,eaa:TQ 7 10l a •1.00•n.1a•R Tet fTmlrlllul `•f7 J mw19R AfOm A let Ml=h 11 Om•1410 AILO•f fLs1 eODO A AIM All spans and CaoaCllw K T.•1e]l QIK•1.11Aw Yr,lm Alt•,•�'■DTTO.fAlwwr a r,)-1 o a- 0610 alt.pall boat we QTwat01 Io•R r.a,t•.LL.fM AA.Ylellera At-A It,O1�eIK 04.I.GS WD Ip1Tm,•ILII.All."-]-1 r A 41 M af1No>WA a•elm 1e0Q TQ r1lm•YRl-11 1.•Im 9009:Twe s■■arwiTLwAI U ADIK As uelp ems,ArR112.LLL[ •IL 11ro.mAT1•..••n 1.t rA 11 ILeet Too.1m A&A else an 01.1q r1lMITT Q a A A ew. rTw1YeT,rr LA./r•rf L al w nota 1 •11. • tl D•.T Hl In••ITw.N!1 w , pA..a"..11., r.I, 01 Ln.rl CONvENTION4- rlOi.:= CONSTRUCTION PUL 1 wAt.'a . I . A .a..Lw1.t rofT.a. . `.aY.L11 LAWRENCE E B E N N E T T r0• •LLO.•9L1•ODP Awl•Yat -A.K.' .a I I.II.A.Y.1 tJ•n.Lf. •, , .. 1]'. .O w .. ]. TM,,: -Aa[.- ,.1I POST Tlr, �Llo•. 2001 ...A IO• r••IOYf "If roar 1.sr •-. )-•O.o!D' lC.ltpa[P___D[a Ic• LOAD]-••n.I.D 1[LOC IT• Lo.Os .laT w., . .•}11 .Yl,C ,TI n l.l•1 Lq•l Civ:. c(Jri:NEER 6 DEVELOOMENT CONSU,_TANT I f-. f-.e.e.e• lou roln[g_----_____ - a-• c�t �3e@ Sou;r1 Do•�r"ons,, FI 321c 50 f-. f-.O•o'.tYlE• )1T s,1-- '-'�-" 7-•.1'• !.1l7_EI}T_a•w•____-------_ Pnone n, (9C.4 ; 253-9960 Vr m 11-. .• - ---fle-t.---------------- e_I-e:1 oftTo -- -- -------------- SSG DRAWN SHEET 2 OF 2 LWP TO COMPLY WITH THE MECHANIC'S FOR OFFICE USE ONLY &_ 040�t�lo------19 kI &. %,WCi'. I RESULT IN THE PROPERTY Date--- Permit .........Fee$..1ZXJ?y a"� (NACH OWNER PAY-NG ���Y"��OALEA IKPROVEValuation ...................... "Uffs. FLORIDA House 44044- A�M--_-_------------ 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......!!5 ...........(.��................................... Owner..#(�_7 ........Mr.7-—------ ....... .... ........... - _----------------------------Addressj/%,::�)......5__XZt.1E...�__ elephone No....;� �5( Architect----•-------------------------------------------------------_----_----_---------........Addres&.........................................................Telephone No...................__....._.. ContractorBuilder-------------------------647_m.�-----------------------------Address..........................................................Telephone No...... ------------ Lot No------- -------------------------_Block No--------------v!?- __--Sub Division......... ........r------------------------------------Zone_._.... ------Street----•----------------- 'Side Between.......................I.............................and-------------........................................Sts. Valuation $_.(Q/L-!_(�O_For what purpose will building be used- .. 2��Ape of construction.-----ak .L.�_- ----- Dimensions of Building..... Ir� Dimensions of Lot...... 5............X_ ..L&q--_----------Size of Footings...................................... Size of Piers.-._--.-! -----"'______________Size of Sills-_-..-.---- ---_.Greatest Sill Span in ft..........—------------Type Roof ....... How will Building be Heated qQZ")-'-_Pk ....MrZV f-Al ......Will Building be on Solid or Filled Ground?-------115-P.4r/J.".4k............ Size of Ceiling Joists------7—_­__ ___­------------------ Distance on Centers._..........-.-___...... ..........._.__._. Greatest Span........................................ Size of Floor Joists--7-_---------- ------ _ --------------------Distance on Centers---------- ------7rrr==......... Greatest Span---- i.................. Size of Rm'tainS ------------Distance on Centers........q' �4_1•-----....... Greatest Span....--•-•-..A.......••---............... This rectangle is to represent the lot. APPROVED Locate the building or buildings in the CITY OF ATLANTIC BEAD right position. Give distance in feet from BUILDING OFFICE all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. MAY 18 1981 Inspections required. 00, 1. When steel is in place and ready to pour footing. 8 YA--Jf 2. When steel is in place and ready to pour columns and/or lintel. Z 0-4 3. When steel is in place and ready to pour beam. a e 07, 4. When framing is completed. 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. 7. Electrical inspection by City of Jacksonville. m W S. 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. I>ZqL '4 -- �7 ................ Address................ ----------------------------------------__----_ Signature of Builder 6-S Signature of Ownerl�!�. .... ....... .............................•--•-•-•12____ .. .. ...... Address....... ..._ ...... ........4--=.. CITY OF. ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1 . Building Location: 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 visi'ble 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 The 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. Contractor/Owner -= Date CITY OF ATLANTIC BEACH WATER CONNECTION CHARGFZQ� DATE OWNER r � PLUMBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR---� •.t�/7 TYPE OF BUILDING BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATA 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 ( 1 UNIT) URINAL, WALLL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) URINAL STALL, WASHOUT ( 4 UNITS) DRINKING FOUNTAIN (2 UNIT) URINAL TROUGH EACH 2'SECTION DISHWASHER ( 2 UNITS) ( 2 UNITS) FLOOR DRAINS ( 1 UNIT) WASHING MACHINE RES. ( 3 UNITS)3 ff KITCHEN SINK ( 2 UNITS, WASH SINK EACH SET OF FAUCETS KITCHEN SINK W/WASTE GRINDER ( 2 UNITS ) ( 3 UNITS) WATER CLOSETS, TANK- OPERATED ( 4 UNITS ) LAVATORY ( 1 UNIT ) WATER CLOSETS, VALVE OPERATED LAVATORY,BARBER,BEAUTY PARLOR ( 8 UNITS ) ( 2 UNITS ) LAUNDRY TRAY ( 2 UNITS ) LAVATORY, SURGEONS ( 2 UNITS) CITY OF f7t;AL,171-� HTIC BE. ACH 07634 -------FLORIDA 1 LAY 15, 31 19-- NAME-- 579 C US'-"!' !,:�E. ADDRESS-----_— YU 3 22 3 3 CITY-_ -01. 111 fl_-1 1 �-3`:'" .1,A I.TER, CO'q- T CT I 0_N -200.00 C�'kTl . . . . . . . . . . . . . . . . . . . . . . . . 7 00.00 G- 14'­52DO CO :;- CT1,C)NI y CY900-00 Ti- 7L When Signed, Dated and Numbered, This Becomes an Cfriclal Receipt MAKE CHECKS PAYABLE TO Received Payment C Vf 0 F A, T1.A iN'T I C 0-EACH, FLU,`�,ADA TREASURER I MI-02,14" CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 OFFICE COPY IWATERTOTAL DATE WATER SEWER GARBAG `.OTHER, - METERS cz ��v r MAY 15,81 $85.00 $4.00 89.00 ' 3/4' CONST. METER WATER f DEPARTMENT OF BUILDING TL CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.— �:;Tl. PERMIT TO BUILD i "` ► " � 4..� ,:..,:; •.a ta THIS PERMIT MUST BE POSTED ON JOB L the Date MAY 18 Valuation$ 46.000 Fee $ 125.50 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. This is to certify that NEW MET COMP. 1140 SOUTH EDEGIai00D AVE. JACKSONVILLE FLORIDA. has permission to build one single family dwelling as plans submitted. Classification S/F DWELLING ZO e RESIDENTIAL Ownedby NEW 1,1ET C011P. 1140 SOUTII EDEGW00D AVE. JACKSONVILLE FLA. Lot #12 � Block #2 SlD SRA SPRAY House No. 5 7 CRIISEu I ANE Amt eu!rTr� FSC 91-A 32233 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE --� ► 0 Building material, rubbish and debris Z from this work const not be placed in � public space, and mast be cleared up and hauled away by either contractor or owner. ACTING CITY IMNAGER. CARL F. STUCKI Building official. FOR OFFICE PERMIT D USE ONLY NUMBER ATE CONTRACTOR PLUMBING ELECTRICAL t SEWER WATER d� s�Ms DEPARTMENT OF BUILDING 4708 K CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB DatedMAY 28- 198-1._— • TL Valuation PLUMBING Fee$ 9.00 This permit not valid until above fee has been paid to City Treasurer, and Is i j°'`"i ; r, subject to revocation for violation of applicable provisions of Lw. I.ice j i This is to certify that DON HARRIS PLUMBING CO. 4029 BLANDING BLVD. JACKSONVILLE FLA 32210 has permission to bfifiiinsral 1 1 SINK, 2 T AVATORY, 1 BATH TUB 2 CLOSETS I SHOWER, I WATER HEATED, I WASHING WCHINE. Classification S/F DWELLING ne RESIDENTIAL Owned by NEW MET COSH'. Lot #32 Block i2 S jD SEA_SPRAY House No 579 CRUSER LANE. ATLANTIC BEAR FLA 32233 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE x �—► ► O Building material, rubbish and debris -zi from this work must not be placed in public space, and must be cleared up and hauled away by either contractor { or owner. i ACTING CITY 11ANAGER, t'Alai. F ST11CKT Bnildim official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER F WATER y NOW J CITY OF ATLANTIC BEACH ,4' t,LCATI ON FOR PLUMBI NG PERMI T DATE LOCAT I ON PLUMBING FI RM__ �~ MASTER PLU43ER CITYJCOUNTY OCCUPATIONAL LICENSE N0. { STATE CERTIFICATE NO.---- BUILDER 0. _ _BUILDER OR CONTRACTOR TYPE OF BUILD 1 NG SINKS 1 SHOWERS __LAVATORY -WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS ,-'CLOSETS _WASH)NG MACHINE FLOOR DRAINS OTHER _ TOTAL FIXTURE COUNT ©C v-, g 1 NSTALLATI ON OF PLU-1-BI NG AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. z b4 x CITY OF ATIANPIC BEACH APPLICATION FOR SEWER -TIONS ACCC)UNT NO. 210105 DATE MAY 15, 1981 IDCATION 579 CRUSER LANE ATLANTIC BEACH FLORIDA i2?�� — LCT NO. 424 BLOCK NO. #2 SUBDIVISION SFA LPBAy OWNER NEW MET COMP. TYPE OF BUILDING S/F DWEELING RESIDENTIAL MASTER PL TMaM DATE INSPECTED BY CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-1N APPLICATION 1S HEREBY MADE FOR NFW MFT OJT--_-___- WATER CUT-1N AT J THE FOLLOWING ADDRESS FOR SIF DWELLING RESIDENTIAL--_-�� UNITS (S) CUT- IN CHARGE OF $85.00 3/41 WATER METER__,$4.00 CONST.-WATER-__- STREET NO. _519 C_RUSER LANE. ATLANTIC BEACH FLA 32233 L07!_ #32 ------BLOCK------- #2 SUBDIVISION SEA SPRAY__ ACCOUNT NO. 210105 MkSTER PLUMBER i _._. DATE �- ,� f� �� METER NO.J?1_ql7-y_.�_- DATE INSTALLED lC i a- `� "Z CITY OF 716 OCEAN BOULEVARD-DRAWER 25 ATLANTIC BEACH. FLORIDA 32233 INSPECTIONS BUILDING PERMIJT NO.# 4698 ELECTRICAL PERMIT NO.#. 3�sG PLUMBING PERMIT NOAI ' D� JOB ADDRESS 579 CRUSER LANE. ATLANTIC BEACH FLA 32233 CONTRACTOR NEW MET COMP. OWNER NEW MET COMP. DATE REMARKS INSPECTOR FOUNDATION FOOTING SLAB PLUMBING (R) TOP-OUT S�t?' �� C , SEWER _ TEMPORARY POLE LINTEL/BEAM COLUMN ELECTRICAL (R) PLUMBING (F) FRAMING ezC� ELECTRICAL (F) GRADES SHOT CLEARING LOT OTHER FINAL INSPECTION VM.;.!AM S. HO'iVELL _ JAMES AAHOON ALAN C. JENSEN L. V MINTON, JR. CAT HEP IIJE G_ VAT: r:ESS Mavor-Corc.-7-,:ss;cner Corr-.m;ssior,er Commis=;c;er Cor,r ss,cner Cc r,m s-ioner 2ILLk.:. DAVIS OLIVER C BALL' "RS ADELAIDE R T`vCKER CARL STUCK► -o -.ey cl _ ce _ --•:s BUILDING AND ZONING INSPECTION DIVISION c Co U CITY OF ATLANTIC BEACH, FLORIDA Z o 0) N ELECTRICAL PERMIT Q Z Date-..-�T � t t Fee a 1 , Permit No. 30 LU Location co Between and This is to certify that a , s tt 4 -C +Y(Electrical Contractor) (Master Electrician) E has permission to install Electrical Construction as described herein in Q: oa LU accordance with the provisions of the Electrical Code and regulations V of the City of Jacksonville, and subject to the information shown on the w o application, drawings and specifications which ore mode a part of this 3 'u p permit. F- for g M _ oc o W p CL Type of work: p m SERVICE: I /( ' ' A t ,`I" J V t / " H V Feeders L" Outlets: _ p V Receptacles: - : 4+ CD Switches: to Incandescent:_ _ Fluorescent: Appliances: _ Air Conditioning: Motors: Transformers: FINAL INSPECTIONS 7-16-81 — G.A.EDWARDS Signs: Miscellaneous: t ROUGH INSPECTION 6-29-81 — G.A.EDWARDS IF NO WORK IS DONE UNDER s_ THIS PERMIT DURING ANY SIX ISSUED BY: Electrical inspection y MONTHS PERIOD, PERMIT BECOMES VOID. n� �.- i ',_.ti- [,r UI_r-�! rt__r.r t...:rr, �r- JULY 16,1981 PRE-SERVICE SECTION #rd FLOOR JACKSONVILLE ELECTRIC AUTHORITY BLDG. 233 W. DUVAL JACKSONVILLE,FLORIDA 32202 DEAR SIR: THE FOLLOWING LISTED FINAL INSPECTIONS HAVE BEEN MADE AND ARE SATISFAC- TORY: PERMIT NO.#3196 - 579 CRUSER LANE. ATLANTIC BEACH FLORIDA 32233. ALLSTATE ELECTRIC CONT. Sincerely, 9 GAE/REV G.A.EDWARDS DIRECTOR OF PUBLIC WORKS , �: DEPARTMENT OF SUIIL'DING CITY OF ATLANTIC, REACH INP R A' II►N ... . _ _.= LOCATION INP K�Rl�ATICN h P&lr itlt. 9 1067$ ..,. w Addle 9, 579 ,CRUISER LAT f P� y ml.t`,�, �1��es , SyG,�`yr�y�:" 1.q ��y(odLOSUR 'ATLANTIC 'SMAC Iy�,y�yryy'��FLORIDA, 322'33 '�fiS of Y4✓Irk. ALTRI AT �sfw M�+w w..Vw.s LEGAL DVSCRj it i k :-------`r.w. Constr. Typo; WOOD `�AkLot : 32 S:Xack2 Setti on: Frt�p rsed Use: $CRME ZNCLQ:3URII' Tawnth3 Ps RRc2:' t?: Dwellings. I Code: 8Subdivision: SEASPRAy Mstimst .d Stat use: $4212.00 mpf-�v. Cost Moo Totail sss; 52. 5Q Rq D14 PORCH Al?fL I CAT I M LAS R I Rug ¢+ j k S:iSI I SR LANZ 14ATZR IMPACT fti $0,00, P � C F1 CR 2 DVw S114Vhy 21 AC FEE ��rc$t�.�1O A� x RA MON SAS" a. .«S.n $0 .00 Y+tattle`fid CU R' PRO TS, INC. CAPITAL, IMPROVE $I},04 JAC ILLM, TE :i22 6 CROSS CONNECTION $0.00 Liosx�: CSC Ype, I. SMS R PA �E ,�£I . }CI MR wt Vi3 'P'}.a+ar .,u «apwx3aWac.w F' s �te s DOTES: NOTICE—AN.L CONCRETE FCI'RMS AND FOOTINGS MUST SE IN$PEfi�EI3 BEFt�RE POURING PERMITI/pID`SIX MONTHS:AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AIT DEBRIS'FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST,BE CLEARED UP AND HAULED AWAY BY'EI.THER CONTRACTOR CR OWNER "FAILORE TO"CO , Y WITH TME MECHANI+C'S LIEN LAW GAS ESUL' IN f THE PROPERTY OW ,,4K WING TWICE FOR�THE;80.1 IM'RRt VEMENTS" I ib ACCORDING TO,APPROVED PLANS`WHICH ARE PART OF THIS PERMIT.�ND:SUBJECT TQ RELOCATION FOR OF AI I LfCAI LE PROVISIONS OF 1�4W. ATLANTIC BEACH BUILDING DEPAiTMENT" By: r. $, 4:a�"'.3,m�r,1, _ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address, ,� 2 Date_ r7 - ;z3 ` � s Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch 2 @ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ - Total Valuation 1st $ T000 -0 Remaining Remaining Value $5: per thousand or portion thereof TOTAL BUILDING FEE $ -0 + 1/2 Filing Fee $ L6 -o ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S_ WATER IMPACT FEE $r SEWER IMPACT FEE 5 WATER METER/TAP $ CAPITAL IMPROVEMENT 5 y_ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ _ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing _ Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: e i i C''ITY OF ATLANTU,11 BEACH PERMIT APPLICATION REMODEL, ADDITIONS ''OR ALTERATIONS DEMOLITIONS Owner (s) :--A� ��-�-- Address �� �...-1Phone : Lot # Block or rnit .#. Z _ subdivision:, � -- ° ` - GkTKZ 47713 eco Contractor : '`" Address : LO7 j, . "- `._!` 3�PYlane Describe work dry xr 62 1 Present use of V. juati.on o" Proposed use :____.,�_j."t'`�''�'""' Is this an addi.ti:fny `_S.___._. Yes , what are the dimenzions of the added spaces:....__.1.Z'.'._ Z-7 ....,....___it . Will the added arE�a ° be heated and r a:7=, � .'.' ./ _.__ ._ Nb�w e'j !(,-trical (or: increase)?_ � New plumbingew fi.rep.),,�cr�? _a New Heat/AC?. /Ucm 4414.6, ;t7f-a CF— SUBMIT THREE COMPLETE SFTS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS , f,.)F COMMENC:'T,MI:ENT , AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNF:� 15 !ONTRACTOR. Signature OWNER: _ .,.. . __._.a....._._._. ..�._ ...._ Date' _?. ... .�.q.._..._�.�,�,._ Signature CONTRIA.< 'I(' 1 1 1 O q fr- _ 75 3X6 34' 6" --------- WEB NOTES ---------- 3X5 -- ----- c1 o/ ♦� o o c� i HEM- FIR-LARCH,F3X5 34 8' WEBS: 2X4 #3 HEM-FIR, FI CN, OR o 0 0 0 0 0 3X4 38' e" SO. PINE. -STRNI�RO� a C f �HOLMES LUMBER �COM,ANY o �� ALP I �E= aq ; 655 C= 0 ROOSEVELT BLVD, C o TRUSS : RBOUTsym � ' ON�ILLFi FLORIDA 32210 RLPINE ENGINEEREO PRODUCTS,INC, I 5X4 34' 9" P.O. BOX 2225 POMPANO BERCH,FLORIDR 33061 305-761-3333 5X5 34' 6" LOCATE TOP CHORD OFF-PANEL SPLICE 5X4 34' 8" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 39' 9" TC LIVE LOAD 38.8 PSF 1.5X4 34' 6" DASHES SHOW TC DEAD LOAD - 7.8 PSP , 1.5X3 34' 8" DIRECTION OF BC DEAD LOAD - 18.8 PSF 1X3 38' 9" ELONGATED s/�i/ - TOTAL - 47.8 PSF HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC so . OVERALL SPANS _ PINE 2X4 TC 2X4 BC SS DEN RD 34' 6" 34' 6" BS DEN 33' 8" 34' 6" 4 EO. TC PANELS SS RD 33' 8" 34' 6" 3x5 34' 6" 3 EO. 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 38' 8" #1 RD 31' 18"' 34' 6" 2X6 25'19" #1 39' 9" 34' 6" MIN BRG SPAN #2 DEN RD 31' 4" 34' 6" #2 DEN' 38' 2" 34' 6" 5X6 34' 6" 3.58" 34' 6" #2 RD 29' S" 33' 3" 5X4 38' 8" - #2 27' 9" 31' 3" rE 34' 6" LOADING SPACING 34' 9" 39' 9" 47.0/1 .33 24 . 0' ' TYPE--ALPINE 34° 6" MAX 2X4/2X4 PITCH L NOTESP WE THESE ARE RHE 1�RRNING ETR�ELTIONSSES �RNDRE�iATCRIEN CRREN �CLI�s; \tkt. M• 43wTa7 FI 4"0,12 UILT IN CONFDRMWSE WITH VJRLITY CONTROL MANUAL- BY GTPI, IBRRCING WDOD TUSSES. COMMENTARY AND RECOM ENDATIONS �iL BE NO WP.RRfiNTIES OF THIS DESIGN, EXPRESS OR IMPLIED. •TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL BRACING ( CHRTIFiCATESPANS TO 34' ' 'N'ECTDRS RHE MANLF ACTURED FROM 2D GAUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHIILL { No. OttERWISE SHOWN, MEETING REQUIREMENTS OF ASTM 8446 GRADE R. BE LATERRLLY BRACED WITH PROPERLY ATTACHED PLYWOOD APPLY CDNNECTDRS TO BOTH FACES AT EACH JDINT AM LOCATE AS SHDWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR BRALIIrYi ,. STATE e @ERRING WIDTHS ARE 4" NOMINAL UNLESS OTHERWISE SHOWN. DESIGN AT MAX IMfl OF 10 FEET 0. C. 00 NOT USE THIS DESIGN RC FLOR�Q� COPYRIGHT 1979 1898443 STRNDHROS CONFORM WITH APPLICABLE PROVISILM OF •NDS-77 FIND •TPI-76 I WITH FIRE RETARDANT TRERTED LUMBER. 'SlftEO E�G`r s--TPI - TRUSS PLRIE INSTITUTE, NDS - NATIONRt- DESIGN SPECIFICRTION FOR WOM CONSTRUCTION - 3/22/79 DRAW# A424,843 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M1-COMB- 47/1.33-38# 7+18- 24 TOP CHORD 2X F-' 50. PINE #2 DEN KD ,EXCEPT AS OTHERWISE SHOWN BOT CHORD 2X 6 80. PINE #1 KD wEBs 2X 4 so. Piim 42 + This #1 Hip is designed to carry 7° 0" Jacks with no we This trues has been designed in accordance with TPI-78. ' HOLMES !U'YiEEP CQMPAW 6550 ROOSFVE-1-T 'LVD, JACKSONVILLE, FLORIDA 3221v #1 HIP 710" -STBK 3x4 � 2Xq 8X10 2x4 #2 Dense KD So. Pine 2Xq - 4X10 --- 12 12 Black 4 �+.00 t 12XI412x14 opt. I -' -4 6x4 4x8 no spl. 4x12 no spl. 1 spl. - — --_-- -23 0-p - --- -- SCtLE Camber 3/8" PU E TY"r--FLPINE GENERRL NOTES R)LF;4 TI+E 5 ECiriCR?I N5 nN WRRNING -- rNusSEs re Wm;REm 1AF DESIGN CRIT REF �-- --, T-- -T -� S^] T-,•i t ;k r 1 ,n"; n....., fl rneF CCIJ1:FrTPi FA[ FRLLriWLTI, Rr10 iYrRU-, 1771E IN IR-i-VI-mr:, 'FFCT1l)•+ ANn M �- 'Wf,� TC LL 30,U PSF DRTE { 5118/79 IDN ESz 1 E TPl.5�: ARE SJ LT IN CWFAMICF WITH OUR IIT BRACTM FM DUIORWE, 5EE -Mnr TN: "/-��i - - - r -, r� rdrTRnl t*trrnl eT TFC PATE ttisrlruTE rrrn, iNERE 51611E 1RussF�: ror.,EN,AAr NND AE1u+ENt*+rlDr /3 Ctw!�IGTt L,� Tc DL .Q PSF DRYG. !{z�. L50 A-Q r-� 01 W V.SIR^NI-5 OF riaTS D1.JCN, E[PRFSS OR l-' I[D. REPINE ,TPI). SF1 Iu1S OFSI;N rrm MY PlOOTTtnt" 691,1 ��,Q P5F ENG. 4{.R.TIRE haH 1FRi�7AE'1 rROr1 V4LVnNJZLD STEEL 1`FE11!n, THE ;PECIFL 04MANC NEMINEMENiS. WIERE TOP 3 �{[ BC DLnn r rs 1 rr F l5 .rnur H "IF-I rar zu r ,: x T- rHa rs*n , a� r mF rmT nK,. rin, � TOT.LD. s{7 Q PSF fI/R LEN. 2Q'Q n;t 51 ltr N. S!rl L F:- Arrl III] BETH r+ Rf 1. Rt I rd ET+n-t r P.T PPCPEIR.'I P:'rUrn ,F.: iN6 ,�^ FtOgICA v, C - 'RIMS �,�, r R r-t�Fil AI r. L�� r�n^ r ;ti la„ ifl r ,JAY .YEP^.,L LL",i, iq NIGiO Cr IL[Ur' 11(t S,+n'1. r:t It T.tt,nt �Jf G�•��� �JUR.FR�. 1. ..T)� ! 1 1'4H ,- W qiN Fly It I 1. nFRRTW' W011 Ur 10 11rMr Hr 1 he%IMq[ -1PR;1rF: IF 3 rFFI !0 et EN J t- o — t: i ,11r.n, PN r�:R n.E IN Oc1..,ft I1n;TIr 10 R`, m IErT D. r-. AF T.si;rir. �--� SI'f1CI�;G 7 ' STAY 1VPE #1 flip +. -v+e^..�-.�."'�..:-.er-z-tea w:� —^n Tyr-r-r-....x+:--+ r+^^^--r.-r�-s�^e•.-'a z-r- - -. ..�asr�.-..1•ie...-,r.-..._ TOP C=HORD 2X 4 so. PINE #2 BOT CHORD 2X 4 SO. PINE 4.2 WEBS 2X 4 SO. PINE 03 This truss has _ been designed in accordance with TPI-78 . . 14OLMES LUf)"EER E01'";;`JY . 6550 ROOSEVELT BLVD. JACKSONVILUE, FLOIRTA 32210 2 HIP _----____--9-F_q --.STBK I 1X3 4X 1X3 i 2-- 41 4.00 3X5 5X72.5X4 3x5 opt.3x7 no spl. spl. — —29-0-0 — scA�E-o.sDDD PLATE TYPE--ALPINE GENERAL NOTES - I1NLE55 THE sPEC]FIC ii7; -: wRRNING 1Tr1,sw;mr,e REDU,RE I IT REF 4!!3 C'.5ICN FDR LirI7TA M40 ALPINE MiPff-CTM9 ME FOlti')V O, NO FXTRE-E CMF Fra W--LING, FRFr.F70N AND `� �+., TC LL 30.0 PSF DATE 5118 79. C-Y n I� r'.7 i"ESS VIE TRUSGES ARF WILT TN CONFORRTNCE YITH -WLITY CRRCIW,,. FOR GUIDFI`l:E, SEE 'BRACING Yn00 `�� �''i C� r.WRnl M Y.PIL ' ST TRUSS PLATE INSTITUTE (TPI), THERE SIRILL TRUSSES: C077FNTART Rr6)RFCD^MFNOnT{CNS' ',w TC DL '7 _ RE W YnRAPNIiEI AF THIS DESIGN, EXPRESS OR APPLIED. RIFIRE UPI). SEE IMS nEgTGN FDR Fort ADDITlrrn- 3 CEATIfiCa�TE / .D PSF DRUG 2 T CiNNT-UTORS ARE MWYFFEILMED FROM CARR IZED SICFI. METING NE SPECIAL BRnCIHG RFOUIRT:rTWS. MERE TOP NO 911 {t 13 DL 10.0 PSF ENG. 0.R.N./OAG LPINE L� i� 17FOUIREMNif-, FE MIM ORIS CRATIE A. THEY Pi 20 T.'li W LMFSS Ml0 BOTTOM MRCS ARE NOT Fifty BRACFO ATEf TDT.LD. 47,0 PSF 0/R LEN.—29-0'0 C� f fiT' _�` DlIR RY1SF 5???Y'a R-:O'�i!?i l_ P.f Tg'I'LIFD ID CCTH FACES OF 1TM:S nT 1 R1E11rLL1 BY PRnPERLY APPA AFD S/fAtHINf. ♦ SfLORI(XA W [ C.� `SUS$ 'S r-T !r%!!JOI'�'�. IDrnTFC n5�iIR)w7!ON TH7;p[STGN- CVEA LL IEM:IH; Ill RIGID Ul!INC, TWY SWILL 9E RWV:FA AT �C �a�w OUR.FFC. 1 .33 PITCH 4-0/12 61� 11ci3�7{ '!-OEM!,!!;Fryla END. BFIWI...G YIU1H, LP TO 9'MITT 9F H t1I1X(FART SPAT IN: OF 3 FEET ISNU �rftED EHG C� t--1 ),fl,`(i I1 — 11TTIFASF IN DYFRF'I LFWMI 9P TO 9- in FEET n. r. RFgrrr.T1YF1Y. SPACING 24.0�� TYPE HIP OP CHORD 2X 4 SO. PINE #2 DEN KD OT CHORD 2Y. 4 So. PINE #2 WEBS 2X 4 SO. PINE #3 This truss has been designed in accordance with TPI-7$. 141?UGrMES LUMBER 'COQ.IPANY 6550 RCUOSEV LI .LVD. JACKSON IALLE, FLORIDA 02210 I 1 t o_^ STBK I ux3 4X4 SX3 12 12 3x 3x5 no 3x4 pt. 3x6 no spl, pl . Spl. S!'RLE -0.3750 LATE TYPE--ALPINE uNLEsS ,HE IFCTrIcnn,TNs �: ' 'FlllLllN CRIT REF C-T 1-, r-_3 r7i r_-, r--1 GENERFIL NOTES WARNING -- TwnsE,ALWnTs PFD!)Rr -- e FM LIT IM MO Trtllt rrvrITr.� F rn;,!. o, noic rTPE-L rrRE IN WrlV1IW, EaruirtN T•No �►/t M'�t„ 00.0 PSF DATE 5./ L� r� \NE r= ',MESS THE rRUI5SI5 W SIi:I! iN ClNIr0grFME WITH DJRLIIr 6RnCTM. SBR GUIDFrt.E, SEE 'BRISIN;VDD!) !��/-1 t-1 CONTOOL tinCTI ST TRIF,S PI.RTF TW?tiuir t.Pi), THERE SH L TRt,�55ES' cUMENTRRT R!4!RErr)nrfWPTir'N5- Cl�n L'� 7.0 PSJF DRYG. �A 25 �4 R-NC Wr4QRNT1ES Dr THIS F)MI N, E%rRES¢DR IPC"IE7. MPINE !TPI) SFE THIS DESI.N FDR RNt RIXtl Tlivni. 691L� 1 Dr-� PIE 'TMt!liT1URE0 FRi)n CRt YRN17r0 STFFl tEET H'; YHF 9rEf.iRl ORRCIM:RFUJIRE'1FNTi. WIFRE tiN' / jQ_0 pgF EAG, �,f.R.�j, f upF_rl , nFc)IRFrr,l Ef r>TnR in'", n. T: r r ynrn rF UN F ) rT Tnn q;nan¢ nRE NOT ri4Lr P,Rtx;FO • . 1}7.D PSF OAR LEN. 29-0-0 ,..' tLORTDA w, nrTl n) HT R^.H - )r Tf). nl lrMl t T P I g91P Y A rLIE G S+Enn,lW W/ �p .,.r�)f IT4T1R'1THI r l ! rY;Rn'.18, 11ln:, R. 10! Tw" 7'rT r.t_ nT PP.,rf,fit `'.r) �ll 0(/R.FAC. 1 ..33 PITCH 4.0/I2 rY rrr 111 n ern NI!,i. L T� nnT qr Mnxl eir S..Irlyd` nr T rr•! nvn EKED Ei'+ L ��—'� SPA It, �. „ n rt r.. r.Tv TY, E ItIF - -._�. ---- ---- ._ _ ____, __ _ -.--.-.r-T__.a ..r-.•-..-_�...-,...-res..,.. _ --.-r-.--_.. T-... —.� .. �-TARTIOrtiT.�'\- "�'P.,.T¢'tsr'v-.wT'vF «p<iwA-►`�<--� . TOP CHORD 2X 4 SO. PINE #2 BOT CHORD 2X 4 50, FINE 02 WEBS 2X { Bp, PINE 03 LJ r� r ,,� T" I • 6550 ROOSE7 FL EILVD. This truss has been designed in accordance with TPI-78. JAC1($OPi4'!LL E, FLOtRM 32210 ( 13 ` 0" Ve 4X4 2.5X4 I 4 3X5 2.5X4 5X6 !X3 3x4 opt. 3x6 no spl, spl. SCALE - o.szxm I PLATE TYPE--ALPINE GENERAL NOTES UM Ess THE SPECIFTCnTIT� rm WARNING TmJssEs ALYnTS RM-IRE [ENCRIT REF :HIS DESI.M FOR W"m RND iirw CONNECTun nRE rotmwm, PWo :KTRET CrAE IN ~LtYR, ERECTIDH AND tx�. 'W,� 30.0 PSF DATE .��� 1114 ESS THE tRU5SE9 PRE Et1iLi IM C*Xa DRff)NEE Y1TH tLY.L1TT DAnC I+J;. FOR 4J1L`PN'E, SEE '6RPCIr�.Y'Ir.O � r7 t� rpNTRA 11 +171 - Rr TR'.SS A.nTL INSTtTDrE orl), fffrE Glirkl RUS-W7,- CO'M1ftYir tM70 RErC'r+'1FWr'!PtI J`.;- \CE 7.0 PSF DR3/ A4 Z3 RTiF1CATE i�[� _� r.-7 t� nC W YnanANTIFS U- THIS OFS11;N, EXPRESS m lmP-ifu fd PIN[ IP1). 7f 11119 DFS1rN rCnA RNT itmI TIr`uFL NO 911 1r+ �+ f'1 �)r- 1 �(���� r-7 rONY'f7n8C PRE MNl1tF yTIRFD FMM Mr..YINfi7F0 5TFFL MEFTVNF rflE f[til. 699CfHL RrgJIRF'f Y•S'. YrFRE r0P � �.� � _ 10.()PSF ENG. 0.A.NIQAG'I --� FDJtrtLy��;i Ci n>TrtngVr, r,Rn;)E R. )HET nRr 2D[:IMS F / V' I niTtnR OCUS nRF MOT f ULLT 511MED STATE dF �7.D PCjF 0/f� LEN. 29'O"� ���� � rRJ) r WAIN RN9`+71714 t. Llr t?On;ICD Tit(([7711 rt7Cea 71: i1 - At nrtrnf r rev mlpf9T RPP(tf�7 S7FPn11Nr: *s FIOF+tOA WtP i Jn1l" , i7 A'rf)nS SMAP4 DN 11115IRSIrN. OYFA'1tL IFN'f;.it, A R r':l C N IN , f1Fv ,:«L AE BRn`.'7 nT Ci � . 1 .33 PITCH 4.Q/12 I' PrIVIIN 011117,;t7r t0 d'11"4 Pc mWr"O M r}/r; 7U 7 rFET mirSED EN )�,:.-T f:_7 f., r:� r-1 11 l/-E()PVC1111111W1114IftRIM, TN I'MWlLIFN:iIIUrIn R- to rr,f n 2y O" TYPE 111F TOP CHORD 2X 4 SO. PINE #2 BOT CHORD 2X 4 SO. PINE #2 WEBS 2X 4 SO. PINE #3 This truss is designed in accordance with TPI -78 k�OLrfES LUMBER '�'�ti"•nAh'Y �.v J S L1�a G 1 T BI 1✓ 6550 inmQi'MLLE, FLORIDA 32210 --- -9101` I X3 '-!X8 IX3 12 4 1— 4.00 2X7 5X6 2.5X4 - --- 25-0-0 `` sclaE-D.SDDD j PLATE TYPE--ALPINE - _ DESIGN CRIT REF = = f� C_—'t = = GENERAL NOTES ---ukns TIE SPECIFTCSIIGNS DN WARNING --- TRUSSES�TLYS"YEOUIRE TI113 DFSIGV FFXt LH'tt',FR RND SLPINE CON.iCTDRS SRF FDLLDL'ET), fN^, EXTREM CRRF IN VRNXING, ERFI,TIDN WD 2' 4 U%ES3 T'E TWJSSFS RRE BUILT IN Cf'W()RrnWE PITH - (7AXITY ORSCING. FOR CUIOINCE, SEE 'BRACING WOOD f\\.� "7( Y TC LL 3Cf.Q pSF DATE S 1 u 9 . ! C= C'� C1 S`J �:DNIRTX MRNUEk - BT TRUSS PLRTE IMI?TUTE (TPI), THERE;WU L TRUSSES. M'TIENTRRY SND RECDR/¢NCSTIDNS" 3'/CL'"l%-Un � TC OL 7,0 PSF DRYG. 7! 1 r� C_7 W NO YSRRR411ES IF THIS DESIGN, EXMESS(NI ImLTED. SLPINE (TPI). SEF ilI16 DESIGN FOR rlh, nODItIUwh_ t� /N 691! 8L DL E O 0 PS E j. f.'F7 Al ��G �..PIfd t-_' CDON FCTDRS ME"K1NUFit TUBED FROM GRLYFYIIZEO STEEL 'FEI INF ?Nf S�ET.Ift PRDCING RF D(1TR_ITWUS. YIf FZ< IM 1 U El N REOUTRET4iT5 OF PSTM FT44R GRROF R. THEY RRT 2D GfN1EF UNLFS FU;D BATT(-1 pIDR1)S ARE NOT FILLY BRMFD F TOT.LO. 47.0 pSF D!R LEN. 25-0-0 GT'4EaY1SF':1'i6N AND 7ifRL BE f'PPLIFD ID BOTH f DCFS OF TR11;5 GT .nTERFLLY BY PROPERLY F1PF'LIFO SIERTU M; .� FLOMICA '►� (FLH X7T'll, (l)-n TFO RS SUOWN ON THF;OCSI�X CVFRRLt. Errfu; 'A RIGID,i It.iNG, Tf6Y WkL OF BRFICFO AT !i 17— TRUSS J 13 ASSL'7)F I-BFPR .:FILM END. RFSRING YIMM LIP TO 0'CP:Y BF S MRXl!RJtI SPRUNG OF 3 FFf t nw, yJlftEp EIyG'�d/ c�s�.MR-FAC. 1).�33 n PITCH 4.0112 C 7 C---) ip;ED M.gM(1SIN, RN iNFRFSSF 14 RYFFn L LENGTH UP TO B'. lO FFFT D C. RFSPFCTIYF LY. \�- SPRUNG 2 y,O T�{pE HTP TOP CHORD 2X 6 SO, PINE #2 KD,EXCEPT AS OTHERWISE SHOWN BOT CHORD 2X 6 so. PINE #2 DEN This truss designed in 3cc dance with TPI-78 WEBS 2X 4 SO. PINE 42 This #1 Hip is designed to carry 7- 0" Jacks with no .webs WMES LUMBER BER GQ1W,14y 6550 ROGSEVEET BLVD. JjWKSONVILILE, FLORIDA 32210 #1 FiIP 7101, STBK 2X9 6X12 2X4 2x9 92 KD So.Pi_ne 3X12 12 q. Lid 8X8 Sx4 -- 25-0-0 scTa.E- D.sDDD PLATE TYPE--ALPINE _= = = = t GENERAL NOTES --7>M_FSs i.T sPEC}FICRTTONS DN WARNING --- mussFS RLYRY9 REWIRE FIIEIGN CRI7q, REF L r� r� n C tiilS CLSISN f-On Lt IBM TWD ALPINE U1,11 ECTG75 EDRF FOf..L4'+�, RNC rXTR_F EPAC IN 10.0-ING, ERECTION END �'M R• M���� LL PSF DATE ��1RAES5 THE TRUSSES RILE BUILT IH CCDR7•tRr�E Y1TN I1FILlir ORRCTY'.. FDR G!JIORNCE, SEE 'RRRCINL YIJD `\,��O C� n `:ONrR^L nANlt^ Rt TRUSD PI.RTE INS`iTUTE [TPI), TItERE Sf+Att RtF_`;FS� 4Cff7F.NTTrRr qNp RE!•D^^ENI)}fITPF3" / 2' DL p5F DRY3' CERTlF1CATE R'IK til YPRRFl Ii _S DF THIS DESIGN, E%i'RISS DR IflPi IEC Rr PINE (iP}), SEE IH[S DESIGN FDR TYJY RDDi TIFiNRL No g9!I DL rOW�CTnRS i MW7-iLTiRrD FRDfI fY}IYRNIZEO StEEL nFEt7Nr THE 4PECfn nRRLiNs REQIIRFnEN15. V�fT!E tOP 4fsi {7 PS,F ENG. V,R.R. o GIN ASTn tTS rRrrJF Tl TKY RRF 79 CFl::E J'.FS; rii7 80TTOM 4{pROS RRE NOT FU.LY SR,LrD /STATE F .LD. P5F 0/R LEN. 25-0-0 OtHFAJI F Sy'lYN t+•J;);�R11L BF. R'rPl IrO TO DOT�1 iRLFS DF T4J5� Ri t`TFRTIIT BY PRpPERLY RFRLIFDS7fRTHING •r_-T FLOlt10A 4,TRll55 R71JJ1L bFl,FO RS Sf,'GN DN THI Orsi S OYTR;'_L 1T/$;TA; R RI Jp CEILING, TFEY SHALL RE R4R FI7 RT C PITCH 4.0/12 d .FRC,R !,S 4' RRi1l eR;ERCN Np. RTRgL YIG,�. J" D R'nAT R- 1 Maxt•r�n SFM;ING DF 7 FFEi RND if G,D PFTI^!!IIM, RN i!J:RrR',F IN LrFRTi1 IrW,11 !M 10 R" 1 FTc 1 D. C. RE PF r,TIYF.t Y. #E�EN CING 1 S'I'B K jYpE 41 H I P BOT`CFCRD 2X 4 SO. FINE 02 WEBB 2X 4 50. FINE #3 This truss is designed in accordance withdll��C TPI-78 JACKSCNV;LLL, ry v%1:.A aL�i qX8 i ux4 1 .5X3 1 .5X3 12 2xE; 2XG 5X5 j 3Y,G i - — --25-T)-0--- TALE-0.3M PLATE TYPE--RLPINE " — — — GENERRL NOTES -- imm THE SPECIT � fL WARNING -R.rE;r3-vAT3 RBUIPE DESIGN CRIT REF dN o [� r _? e� e� tNIS iiry F(Xi Li rt•_. (><;7 TLFtNE LT�Y .CiiJ�S Tu_cC*__�,"TI, Rt. CxTREFF Cn1E tN H�!L�t^F:, Ea ,toN FIND er �. 'waw TC LL 3O.U PSF D O C_Lj r� O VVLESS ME TRIS-S ARE 3UILT IN CDNF�RTINCE WITH --/PnLITY .P�CIM FCR CU OFNF:E, SEE PR'Lpr YODD r� 17-1 O L'*JNTRU 1'"i+�FaL ST TRIM PLME I'rTTIJ1E STPD) T'+EFE"h (a,'c.Sc C TRrI� R•n1F7 A h�Fi�:cN4- �GEaTiG+cATE a � TC DL 7.O p SF DRYG. h'�i 2'E N7 W QQP�11U OF MIS CFS ExrRESS OR I.-c ED ALPTS`" Url) cEE 1 S Drci DR n),�r nCDITf';'n1L .;a 9I1[��y{,, T_� :DNh'ECT'�aS fiRE T%+WTCCT,¢If0 TRUN S3Tl.Y(MIIEO STEEL 'F c1�4, 1 ViC?1 9R SIN R_ql, 9 ,cy V�LRE iC' al Q f' '� �� U,- LO__0 SF ENJ. O D.rkeP.�. G A "!RP{„ r9Pc A, i+[Y ARF' e r 1kF no K " ^ C '13 +,3 ._LY PMIP FD STATE F RtY[ JI } ;i,yt.r m CV LEG M 3^10 IRCT - TRV; 1 nl(RrLLT Y r r Y v7'- 7 ^+[G'+IIN: * FLOP 13A WTOT.LD. 47.0 PSF O/R LEN. 2fACN ,FSINI, LS:.n rD r. 'r+i:I1N ON TFIS DES}6N. NE:? �R RI T3 Cr11 IN t h 'l E° RRnC(D RT CT��.r r� r;; n= v eFtillu,f r, r.utrT)as .c e')+T a, n p; ^�t `� OLt.FRC. .�� PITCH sU_ fND. 3R Ih Sr. 'N: iN 3 FEET PINJtr1r)([Alli+11.`• +Ll 1"II'ir;F IN QVFcNI LE1✓;TH W i0 8- 17 FfrT nC. 1FSr(CI:�: r tE0 ENSFRCI►�i 2 .O" T`(PE itI Add a Fireplace Anytime,Anywhere!A any other way we can to keep costs low. Martin Guild-In-h,nywhere Firoplace can If you wish, well have a representative _. be included at any stage of development visit your site to help with installation of . .during planning, construction, or re- first units. modeling! New Home--Include a Martin Fire- - c; -- t.—H place in the plans,or add one during the L framing or drywall stage It's never too -�- - I late! Remodeling--Small floor space re- quirements make Martin Fireplaces ideal e for remodeling i I Vacation Homes--With easily trans- ported, quickly installed components, _. \ Martin Fireplaces make perfect primary B or supplemental heat sources for vaca- _ tion homes j -..p__ Apartments&Condominiums -With its economy,ease of installation,small floor - - --- space requirements, acid adaptability to — - - �- multi-level construction, the Martin Fire i.-- --------c-----------� �+— --F. .i place is ideal for all apartment & condo1.- minium applications. Model No. A B C D E F G H 1 K Flue Architects/Builders/Developers--We BW-2845 28" 21" 38" 34" 47" 25" 191, 17%" 191,12" 18' 8" Multi-Story WOrk with yOlt in selecting appropriate BW-3645A 36" 22�n" 45" 34'1" 4912" 25" 26" 202" 23%" 18" 9" Installations methods,locations for selecting fation,and in BW-4245A 42' 141/, 51" 38-z 54" 25" 26" 20,, 9i/." 18" 9" 23"Starter Section Supplied. Will 0111, I xaw hit glace Lur_ate and Ir "Al lifw;l ,ps Inst.111 roof fl3shing )J , m desiruf kositkm cut Iluo holes 110;Hatt luck housing,telescoping flue ind level, in ceiling and Ioof. fiuo tvm". section,and rain cap, t. y t a'h 1 t x[J-1 Al w f' ---1= Marin makes filing L, easier... more affoidabl(4 too! • Zero Clearance . . . maybe installed • Build into or out from any wall, in any without masonry foundation, corner, or, as illustrated, part of a t • Install anywhere. . .may be supported room divider. �I and surrounded with standard • Trim out to match any decor. building materials. _ L 25 year factory warranty. • Compatible with all standard construction methods • Easily assembled with factory buiCQ(L I ST�� lt I,I,I components. IltaU1LOtNG F9R000C."PS OIV. I N 6:.0-BOX'1527 I INDUS I IES F-;L�r�rwlLL_E, - _ �►l� CH KU T ENS Distributed by: . TMs A FIIEP(,ACM pi• X a BC? � 792 1-6-25f. U.S.DEPARTMENT OF MOUSING AND URBAN DEVELOPMENT FEDERAL NOISING ADMINISTRATION FHA Form 2005 For aicurate register of carbon copies, form Form Approved VA Form 26-1852 may be separated don` above fold. Staple OMB No. 63—R0055 ;rev. 2/74 completed sheen together in original order. j Proposed Construction DESCRIPTION OF MATERIALS No. (To be inserted by FHA or VA) 13 Under Construction Atlantic Beach Property address Seaspray City Jacksonville State Florida %vtortgagor or Sponsor Barnett Bank of Jacksonville 100 La,Tra ,Street (Name) (Address) onlractor or Builder Arbor Hanes, Tnc_ 1140 Edgewood Avenue South (Name) (Address) INSTRUCTIONS 1. For additional information on how this form is to be submitted, unless required, then the minimum acceptable will be assumed Work number of copies, etc., see the instructions applicable to the FHA exceeding minimum requirements cannot be considered unless specifically Application for Mortgage Insurance or VA Request for Determination of described. Heasonable Value,as the case may be. 4. Include no alternates, "or equal" phrases, or contradictory items. 2. Describe all materials and equipment to be used,whether or not (Consideration of a request for acceptance of substitute materials or hown on the drawings, by marking an X in each appropriate check-box equipment is not thereby precluded.) .+nd entering the information called for in each space. If space is 5. Include signatures required at the end of this form. uwdequate, enter "See miser" and describe under item 27 or on an 6.- The construction shall be completed in compliance with the related attached sheet THE USE OF FAINT CONTAINING MORE THAN FIVE- drawings and specifications,as amended during processing. The specifics- OF ONE PERCE14T LEAD EY w'E m-r IS PRC7I=TED. tions include this Description of Materials and applicable Minimtzn Pro. 3. Work not specifically described or shown will not be considered perty Standards. I. EXCAVATION Bearing *oil, type Sand 2. FOUNDATIONS: Footings: concrete mix 25QO psi strength psi Reinforcing 2#f d Foundation wall: material _Concrete Block 8': Reinforcing 8" !ggll. ladder wire Interior foundation wall: material N/A Party foundation wall a/n Columns: material and sizes N/A Piers: material and reinforcing N ZA Girders: material and sizes N/A Sills: material L---�el Basement entrance areaway N/A Window areaways N/A Waterproofing - 6 Mill Visaueen Footing drains NfA Termite protection $gyp i 1 Ani a nn Basementless space: ground cover N Z A insulation NA foundation vent T*__ Special foundations structural slab when fill x act 2411 Additional information: N/A 3. CHIMNEYS: Material N/A Prefabricated(make and site) N/A Flue lining: material N/A Heater flue size N/A Fireplace flue size N/A Vents (material and size): gas or oil heater N/A ; water heater. NIZn Additional information: 4. RREPLACES: Type: ❑solid fuel; ❑gas-burning; ❑circulator(make and size) N/A Ash dump and cleanout N/-2L— Fireplace: /AFireplace: facing N,LA ; lining b1 4A ;hearth pl,CA ; mantel P7A Additional information: _N/A S. EXTERIOR WALLS: Wood frame: wood grade, and specingables #2 pine 2x4" ❑ eor,er bracing. Building paper or felt 15# felt Sheathing N/A ; thickness N/A; widthN/A ; ❑ solid; [3 spaced NZA " o. c.; ❑diagonal;_N/A_--• Siding rahI es ; grade #1 ; type m111 ; size AXR : exposure N Ar—"c fastening Gal 816 Shingles N/A : gradeN/A l_' typeN/A ; size b_; exposure N 4A__"; fasteningu/�_. Stucco N/A ; thickness 5/8 Lath N/A ; weight NT A Pa. Mrlaaotuy veneer Sills N/A Lintels N/A Base flashing >,T/A_ Masonry::E] solid ❑ faced ❑ stuccoed; total wall thickness R11 "; facing thickness "; facing material Backup material N/A ; thickness N/A"; bonding H/A Door sills Concrete window sills Brick Lintels cone 245 aIade flashing 811 lintle blk Interior surfaces: dampproofing, coats of ; furring 1x2 PT Additional information: Exterior painting: material TRIM: Ac ry 1 i C Paint — Sh .rw in Wi I 1 iams number of coats. Gable wall construction: ❑ same as main walls; ® other construction 811 Plywood With RD & Rattan 6. FLOOR FRAMING: Joists: wood, grade, and species 1V/A ; other `SLA ; bridging_ N/A ; anchors N/A 4 DESCRIPTION OF MATERIALS 9. PARTITION FRAMING: Studs: wood, grade, and species SYL #2 size and spacing 2X3 = 2411 OC Ott Additional information: load bearing partitions 2x4 (a 1611 o-c- 10. CEILING FRAMING: Factory Assembled trusses - see detail Joists: wood, grade, and species Other Bridging Additional information:_ 11. ROOF FRAMING: Factory Assembled trusses - see detail Rafters: wood, grade, and species Roof trusses (see detail): grade and species PTNK Additional information: 12. ROOFING: ' " CDX Plywood w/grain right angle to trusses Sheathing: wood, grade, and species ; (74olid; ❑spaced-"oe. Roofing Asphalt Thick Butt ; grade Class C ; size ; type Underlay #k15 A-qt)hVlt Zelt_ ; weight or thickness4n; size 12X36 ; fasteni 1 11 gal x7 Built-up roofing N/A number of plies N ;turfaciag material N/A Flashing: material Gal -Iron 3 High ; gage or weight- 26 ; 13 gravel stops; ❑ snow guards Additional information: Seal T a h 13. GUTTERS AND DOWNSPOUTS: Gutters: material N/A ; gage or weight Nsize NL4 shape N/A Downspouts: material N/A ; gage or weight N/A ; size_ A ; shape N/A ; number N/A Downspouts connected to: ❑ Storm sewer; ❑ sanitary sewer; ❑ dry-well. g) Splash blocks: material and size LnnrrPt-a 1 f yin Additional information: Diverters aS rice_-_-,arY Ova- an.+-Cancas 14. LATH AND PLASTER Lath ❑walls, ❑ ceilings: material ; weight or thickness 2 11 Plaster: coats ; finish Dry-wall (a walls,❑ ceilings: material thickness -; fetish Aa i n tPCl Joint treatment Ta ed & S ae t .ed Ceiling & Walls 15. DECORATING: (Point, wallpaper, ek.) - spraS7 & binder Rooms WALL FINWI MATERIAL AND AM SCATION Otnimo FINnH MATUTAL ANi AMLICATM Kitchen 2 cQats - ple Bath Othrr 2 coats latex flat sti le _ trim 1 2 coats latex semi-aloss brush Additional information: 16. INTERIOR DOORS AND TRIM: Doors: type Flush H.C. material Lu an Mah og ; thickness 1 3/511 Door trim: type 9" $t fuck _; material P in L- Base: type Stack ; material Rine ; sIZt 11 Finish: doors Naf iira I ; trim CamP ac Wal 1 g• gPMj-Q1 neG Other trim (itene,type and 1"alion) N/A Additional information: 17. WINDOWS: Aluminum Windows: type Single-Hung make Kinn., ; material Aluminum ; sash thickness . 062 Glass: grade SSS fjmn$� ; ❑ sash weights;$} balances, type -g ri 13Cr ; head flashing NSA Trim: type $® d ; material rail Paint 149a I I ; number coats 2 Wratherstripping: type continuous _ material_ Vinyl Storm sash, number !A Screens: ❑ full; 0 half; type a-q ri-quied number Al 1 ; screen cloth material- pr, Basement windows: type ,(jt material j1�,1a_ screens, numberT?ZA ;Storm sash, number a/L Special windows_ NA Additional information: 18. ENTRANCES AND EXTERIOR DETAIL: so „core Main entrance door: material Ponderosa Pingvidd . thickness1 31 4 Frame: material Y-e- -Pin , thickness_3,[4' Other entrance doors: material PnndPrnsa P i t?Avidth 21 11 ; thickness ]._�f 4 Frame: material Ye1•PinL'• thickness Head flashing AI I I W J n1-1-M Weatherstripping: type mQA_R j on r l umi ,. uRl saddles Screen doors: thickness "; number--U/-A-; screen cloth material _ N/A, -orm doors: thicknettN,4A'; number_lLZJL_ Combination storm and screen doors: thickness_""; number-WA; screen cloth material-k/A Shutters: ❑ hinged; (a fixed. Railings_ pier l!AX)S ,Attic louvers jlay +-jad Snifit MR52 Exterior millwork: grade and species PXXta-j-iAr Paint 2 nQatR Q}I $= lattLe&er coats Additional information: All exterior doors solid core _ 19. CABINETS AND INTERIOR DETAIL Kitchen cabinets, wall units; material Wood & P1yWOod ; lineal feet of shelves MRS ; shelf width _.,_ Base units: material ; counter top_]21 nl:ti C ; edging S a rae Back and end splash 4" Laam, Plastic Finish of cabinets Baked Enamel, Stain—Lail n, ,%"C_,_ Medicine cabinets: make carne l d.,l Q T ne.+.a : mcxlel 21. SPECIAL FLOORS AND WAINSCO THasawotD WAI. BAa UNDtan.00a LOCATION MATrsuAt,Cowa. BoaoEa,Suss,GAoa,ETC. MATaatAL MATO UAL MAr nAL Vinyl Asbestos 6" - 12xl2 Wood Concrete Bath— '1 NT. f;' �' Z` Wood Concrete Ajj__=er _ Vinyl Asbestos 1/1611 12x12 IIaCHT Het6HT Hnowr IN SHowms LOCATION MATniAt,Cows.Boanaa,CAP.Suss,GAGS,ETC Ovu Tus (Faom Fwoa) Bath Ceramic Tile M x 4 Tub Alcove 7 ' to CE iling to ceilin 3 Bathroom accessories: ❑ Recessed; material ; number ; ❑Attached; material ; number Additional information: TL PWMWNO: Fmruaa Nt WMM LooAT1ON Mari: Mrs's Flxnras ImpmncATtoN No. Slza Cowls Sink m tme is 2 20x16 SS Lavatory Water closet Bathtub dial " Shower over tub® Stall showerA Laundry trays I(5 Curtain rod A Door ❑ Shower pan: material c'omz Ot i t Water supply::E] public; ❑ community system; ❑ individual (private) system.* Sewage disposal: ['public; ❑ community system; ❑ individual (private) system.* *Shaw and describe indit4dual system in complete detail in separate dnmings and apedions"cording to reprinments. House drain ('inside): ❑ cast iron; ❑ tile;$] other P17C` House sewer (outside): ❑ cast iron; ❑ tile;j] other Water piping: ❑ galvanized steel; 83 copper tubing; ❑ other Sill cocks, number 2 Domestic water heater: type F.1 Q r•+7 r i C ; make and model R h P effi or F.=t i a 1 ; heating capacity II i —r a r ver= gph. 100' rise. Storage tank: material ; capacity_ 40 .galkuu. Gas service: ❑ utility company; ❑ liq. pet. gas; ❑other Gas piping: ❑ cooking; ❑'house heating. Footing drains connected to: ❑ storm sewer; ❑ sanitary sewer; ❑dry well. Sump pump; make and model capacity ; discharges into 23. HEATNG- See Heating Plans & Layout ❑ Hot water. ❑ Steam. ❑ Vapor. ❑ One-pipe system. ❑ Two-pipe system. ❑ Radiators. ❑ Convectors. ❑ Baseboard radiation. Make and model N/A Radiant panel: ❑ floor; g] wall; ❑ ceiling. Panel coil: material N/A ❑ Circulator. ❑Return pump. Make and model N/A ; capacity gptn. Boiler: make and model N/A Output Btuh.; net rating _Btuh._ Additional information; Warm air: ❑ Gravity. a Forced. Type of system Airflow/1anitrol - see glans -centra 1 duet Duct material: supply f i hPr(J1�; return ffi hl'rd] a a Insulation 11 A _, thickness 1 " ❑ Outside air intake. Furnace: make and model Input slyW_Btuh.; output_ 3z , 3:3 E)—Btuh. Additional information: ❑ Space heater; ❑ floor furnace; ❑ wall heater. Input N/A Btuh.;output N n Btuh.; number units N ZA Make, model NLA Additional information: Controls--make-and.types /A f "t'1"��' ✓ L'�.�'ffL'�� . — %��L �L' Additional information: i e S r % r• /,- — a•'[> � 'C',r,�•c; _ Fuel: ❑ Coal; ❑ oil; ❑ gas; ❑ liq. pet. gas; ® electric; ❑other N,la ; storage capacity Additional information: ._ Firing equipment furnished separately: ❑ Gas burner, conversion type. ❑ Stoker: hopper feed ❑;bin feed ❑ Oil burner: ❑ pressure atomizing; ❑ vaporizing N/_A Make and model T%T/A Control nT/A Additional information: NA Electric heating system: type Nis _ Input watts; @ volts; output Btuh. y DESCRIPTION OF MATERIALS a6. INSULATION: LOCATsoN TICINRet MATERtAt,Tyre, ANo MR'rHoD or INSTAI1.ATM VAfC)R BARRIER Root 61, Fiberglas a s Ceiling Wan Floor styrofoam erimt!ter HARDWARE:(make, motsriol, and fit:ish.) w s; l n l hrass finis SPECIAL EQUIPMENT: (State material or make, model and quantity. Include only equipment and appliances which ore accept- able by local law, custom and applicable FHA standards. Do not include items which, by established custom, are supplied by occupant and removed when he vacates premises or chat&$prohibited by law from becoming reolty.) included in price Range tv X76 Sl i 5 T) $350.00 joney Wall Trt1Aa-1 nnS-2 $ sn_ on 27. MISCELLANEOUS: (Describe any mairt dwelling materials, equipment, or construction items not shown elsewhere;or use to provide additional information when the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) N/A PORCHES: 41, concrete 2/6x6 WWM (Front & Side Stops) TERRACES: 41, concrete GARAGES: see plans WALKS AND DRIVEWAYS: Driveway: width8 Or Ifilse materialsand thickness 4 surfacing material concrete ; thickness " Front walk: widths material_. thickness-4._". Service walk: width ; material thickness " Steps: material treads "; risers—". Cheek walla OTHER ONSITE IMPROVEMENTS: (Sptri.b all exterior onsite improuerntnts not described elsewhere, including items such as unusual grading,drainage structures, retaining walls,Jence, railings, and accessory structures.) LANDSCAPMG, PLANTING, AND FINISH GRADING: Topsoil " thick: In front yard: ❑ side yards; ❑ rear yard to feet behind main building. Lawns (wetted,ANW,or spriWd):3(] front yard T?CjCjP(J ; ❑ side yards _qnTr i cry d ; ❑ rear yard arar i c qed IS' — Planting: 0 as specified and shown on drawings; 0 as follows: r CITY OF ATLANTIC BEACH ;-� 800 SEMINOLE ROAD Jw ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028347 Date 6/04/04 Property Address . . . . . . 579 CRUISER LN Tenant nbr, name . . . . . . 7 REPLACEMENT WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1773 Owner Contractor ------------------------ ------------------------ FLETCHER, SCOTT D. KINCO LTD. 579 CRUISER LANE 5245 OLD KINGS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 355-1503 ------------------------------------------- --------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1773 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --- ------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDINIJ FFICIAL CITY OF ATLANTIC BEACH cC: BUILDING / ZONING DEPARTMENT Less n y 800 Seminole Road S. oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C:�-1 - j Property Address: c`a 7`i (' r« i.St'sr Lr1 Applicant: K l'r-)Cc L f J . Project: (At C' ,,-n 1 ,'IndrT` Z___ This p rmit application has been: Approved eviewea folwing items ntion: ;! �,� -` ®� �roc�-ir 1�.9��.:�� f�-►..x.� L w��eaz c- -t OR Please re-submit your application when these items have been completed. Reviewed B •` Date: CITY OF ATLANTIC BEACH j s WINDOWS, SKYLIGHTy, GARA,AG) DOORS,HURRICANE SHUTTERS Date: `J • Z 2- 1-a Job Address:— -7 ��l -err' � Owner: & 16. Address: 5-71 Phon -3-34-- 5 .17 Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: GQ C. 5t` s-k Address: 0ZE1*5- -� Phone: _ -7s9 • '+02-7 City: State: Zip: '37-Z Fax: Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction:�1-7'j 2• S- Is approval of Homeowner's Association or other private entity required? N[ If yes,please submit with this application. Required Building Data: Mean Roof Height-12=—(ft) Building Width 7:2- Building Length -51 (ft) Roof Slope 33 Z- Window Height (o (ft) Window Width 3 (ft) Window Elevation from Grade 4 (ft) Measurement from corner of building to window (ft) Number of windows being installed! _ Mean Roof Height 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 May 24 2004 10:27AM Last Transaction ,Ikg Time I= Identification Duration Pages Rmh May 24 10:26AM Fax Sent 93562104 0:54 2 OK OS/26/04 OS:2SP P.002 FIE COPY NATIONAL CEfiTlf/ED TEST/NG LABDRATDA!lES IMM OEIM M 8WIRVAM•ORIAN00.RLORM]A=07 PHONE(W)240-13H•FAX Wn 2404MO STRUCTURAL P92W ORA"WE TEST REPORT APPROVED CI(Y Il.DING OFFICE ATLANTIC BEACH BUILDING Report Na; NC 2lo-89',01-1 Test Dow. 10102101 MAY z, 5 2004 Report Dak 10119101 Client; Kinao.Ltd Eby: 684,5 Old)Ong JUL aacheonuilk,FD nROS Test Specimen: Mento Ltd,Series a IVindow (N-LCSO)(DownsindXReference NCTL 210.271 1). Tsai Speematiorn. AAAfA/NWWDA 101dak97, "Volwntary Specifications forAlamiaum, Vinyl(PVC).and Wood Windows and Cluse Doors.• TEST SPRCIAffN DRSCRIP7?ON fls serol The test specimen was a one-over-one tilt single hung aluminum prune window msasurtng S8.1/B"wide by 7r high overall. Both sash measured 49.61r wide by 81-114"high. 7be fixed lits was gland to the f ww members,providing a viewing area of 47-11116"wide by 83. 814'h4h,Fres and swh members were not thermally broken. The active each woo nemouable via a single coiled spring balaswe with locking tilt W11kI located in each interiorjarnb track.One rigid vinyl lam was located at 8"f Vim soeh"of the attics interior bottom rail. One(1)plastic tilt latch with thumb actuator wan located at each and 0f the interior nudav rail. Che(1)die oast picot bar was fadened with ane(1)am w at each end of the bottom rail. 77W frame was of doable screw butt. We corner construction and active sash was of single screw butt-type corner oanuraction. The faxed meeting rail was fastened to the jambs at mid-spoon with one(1)screw. Waxing; The aettue owh was exterior glazed and the fined lite was interior gland wise 8/16' thick clear annealed glow wing a silicone bedduw and rigid vinyl glasing bond. Weatberaeal& One(1)strip of center fin polypik weatherstrip(0-SW high)was located at the interio face of the top rail and both stiles. One(1)strep of censofin pok*k weatherstrip(0.890" high)was located of both stiles. 0te(1)strip of vinyl weatherstrip was located at the bottom roil. Weepse One(1)wwp notch mastering I-1/2"x 318"was kaged as 4"wnd J2-J14"fmra aach and of um sill face. One(i)weep notch rneosuriag i-1/8"x 8/$"was located of each end and at mki- span of the interior acrwrn r+etairser*ill leg. P MatwESstalWua Mr 7W SCLqWE 9F F a W TA -rkM (T1-1:rtw21 T9f2ARG&1?9f� �E �Z 91�0Z19ZlSfd OS/26/04 0S:2SP P.003 K='u'a• .g. NCM210.2701.1 ,� lt+teNor�Fxi�er�ot Surfoee 14'teif�r White pairitsd aluminum. 9esbnec Sae frame and active oath cornere WCM sealed with a siumne sealant, TEST RESULTS -Mle fT M ,..► Mewured „ owed 2 IA2 N UniAv=Load �Structural-AWN E330 7B.0 pt f Egferior 0.0d l" Q jam' 75.0 pef Interior 0.003° 0.196" ''• No glass brrakW orlwmwient domgp ca unng the unit to be inoperable TEST COMFLETGD 10/02/01 The tasted spsdMF&mists(or exw#da)the pv1 brmance lush specs fW in?able?.1 of A.M1A/ NWWDA 1011,1&2.97 for air infthration. The listed vaults wen mewed by wraq the designated tot n dhods and indicaN compliana with the porybr name rmpin menSs of the nfi Cn"d specirfiaationI WWW a for the N-LC60prndwct daeigna wa. Di kuW drowins uwe aruailable Aw laboratory records and companeon go the eraet specsntea at the tins of thin rgpwl. A cq*of Shia rgoort along with repnse„tadiue sectionw of the teat specimen wilt be mWwd by NCTZ for a period of four()years. The results obtained gppty only So the apecinm Salad. Ng conelwions of any kind regaroW the adequacy or inadequacy of the gloss in the teat specimen mm be drawn from this test. ?'his npaort does not constitute artifieation of the product uAkh mw oMy be^Mad by a cvty5cationpropum uabdator. 77ONAL CERTIFIED TESTING LABORArOR1ES PANCONYF.R;S Loborosory Mariner n �1 to Tc.s Qr� f4�NTb I9GiG1AGRt?IdE; s�:�t easzi�atss 05/26/04 05:2SP P.004 X�:sao,Ltd -& NC2Z.8laX7l&3 DWWW drvsswi w some aLvwabk for lobw*t y m ords taad aw warison to the meet apecumm at the tio.e of We rqwK A ow of taw repors ahoy uridh r+Apnasrrsmaivm aectiona of am lees Opecimm will oe>•rtainad by NCI Z l�d p+r + l '!�1 •. 79W r+m"abliabsed appy only a the epwimwn trabd. No oondwiw of any kind nwam ing On adequacy or irsadegumq+of tl+e glade in Nsa sees speciiraas nsw bo dmwn fr+vm Shia twat, IU nepOn dam not emwaaate ca*ftoadon of the product whiab rrsoy only be pvmwvd by a opl#Soation program&*Udasar, NATIONAL CSR 728MG LABORlTORM- DAN CONYRRB Lab�orotory�dana�er Fa vi ni-I:MNT?I T.gAAAcZRaAF SA!AT PRALIM15R OS/26/04 0S:2SP P.00S 1OnQo,Ltd. -!- NC?Z-810•ldT,t6.,t AFPdMJXA Powd JIM"lsaieoarw mw lietrrte. TWO AMU& AS?91l PU&0'!, •S$WW&rd T"n JW#UWd AW Xia.uW the Farad MUry Rssi�tomp of Wm&w Asambiiss,bWduaing oloopW bnpoat 1BBT RE�3�T9 zhmgnNm r LAO* 10.1•LocltMo putotllon 6mmudes No Entry .No entry 10.5.1.1-list AI LI8100 lbJ I minute No Entry No Entry 10.:.1.9-?1 eK At 1,1"W lbt 1 D&ruah No Bab-j, No Entry •Lt=100 lbt igtriar 20.t.1.8?kst AS 11-800 lbf 1 Mirwta No shery No Eab►y L8�100 lbjastsrlor -. 10.1.1.4.2W At MeM lbt I Aftute No 2ontry, No Entry ZJWIOO lbf irrfor 10.2.1.&TW Ain L3c;tO0 lbf I D6i"k No$nay No Entry U-100 lbf exterior 10.9..1.1-At Jl 7 L1-200 Of I Minute No Entry No Entry upoloo lwi aww L,*861bf interior 20.8.1.8 • LOA 1daRipubtioa b mimats Ne Entry No Entry 10.A4.1 A=d Lits 5 MirtUS" No Entry No Entry oloein4/Adr.el Alfanlp�etotion a1-1:MNT)l TRAAAGFVAF SA�AT DAAZl9T,/.GA MULLION ; "a K,JAX0064 ANCHOR \ i BRACKET 1NSTALLAI101•► MULLION ANCHOR DIE NO. KCO-248 O O C1 YPJ = a W1ND[Iu 118 SEIfTAE'Ryhii- FRAME- JAMB SHS (TY?) � d (TYf.) lbSTALLATION MULLION ANCHOR A� �P nR c — BRACKET N NUL t_JON ` DIE NO KCO-248 SECT I(IN A — A a o SEE NOTES #2 S t:3 , SUBSTRATE / 1 Dr C' N� A A LIA CE n B_B KE(r. TRIS PLAN ON Jos • E X T E R I U R E L E VAT ION :0411..(4h)lia .Pcirlon l pJax TL NOTES, .1 t•i!11ctE o". 1) HUILLION INSIALLATION OCIAILS APPLY TO ALUMINUM TUBE MULLI(IN. WE NO KCO-248. WHEN USCD TO ►LULL Tv SERIES SINGLE. HUNG SIDE BY TIRE. K�NCO, LTD. 2) 111 MASONRY CONSTRtJC)lClN. ATTACH MULLION TO SUBSZRAIE G'IfH rOL1R (4) 3/16• DIA CO"CPCIC SCREW ANCHORS OF SUFF1CI1r4[ LlH 1J JACKSONVILLE, i LORIDA ACHIEVE 1-1/4• MIN_ EMBEWENT INTO CCWCREXE OR MAS❑NRY 3) IN WOOD FRAME CDNSTRL)CTION. ATTACH MLILLIDN TO SUBSTRATE USItIG iJttr INSIALLATICN DETAIL FOUR c4) 010 SCREWS OF SUMCICNF LFH. TO ACHIEVE 1-3/8' M1N. Ty SERIES FLANGE VERTICAL MULLION EMBEDMENT INTO WOOD FRAMING •) MULLION AND ATTACHMENT ARE IN COMPLIANCE WITH 1ME �" ---- �"' is `---- `L3/24/02 REOUIKKNTS OF IHE FLORIDA BUILDING CODC AT THE RESIGN PKESSURES a SHOVN ON CHART ON BACK OF THIS SMT. '�'j'' ---- �"�t HALF '�t�'- erG�KJAX0064 w • c >o[••w[!�• qc.•.n dt•t6o ?v ix[tir1M+c ww-SNt rya..[•r.ttb.iI O�OA Y1-. w0•9 •+r-ffSi" q Ga mNM C n• - j _ t � • f + r r t r".(I[t:0 r.duan pa,Nt.rIwlJK.ff3R O.SNW/•12r.tJ15 sU[scrr v rpa/da.401 W.[E T: aw viTw V.•not Sn6. _ ow t,„1203 WIL..S ww'A oc Al 1100 ANCHOR LOCATION CHART WLT 0T 904 —1/!10 /0`1 •"'a" °a Iuc%0.12TasArAvoc g GLL SUCK LOCATIONS IN HEAD LOCATION$ IN -WJS /.0lrara n V,-40. xr/ ,'"AOOr r� EoL•trc sw■KDrw SIZE SIZE - V,-10.0 �'�'G n PIK" v► .O t3.s 6o IO 7II'Sw :A m fS.Y [fns q 10•N 7 CRa1 =TV[CN SUAD4 S.. r,""a VMS C..L[XErJM •• 4•I.J?3 aL qc [S .s 4ALI/G RV. .rWD�T L I! b-JT.P M a[ K ri J.t a' iQ WE ROTC%. ;. ,� Ta Ia we 1..%14 at LLC rl r.0 IYCb•f IS �.pa tl JC ac rA re .9 [ ar•ObCK ,C Ac rA rtN• < Il •t ra a fa Lt u ri rf.-A J f t►. AK 0. C<\ rNita ----- I.�..� 710 W J 1!W 4� ,c J TL N ■r Ones d 1-V.•Ala DNC m.D+T _ - Iw a r•A r N 4 Ac t,I S t A%. 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Ao[tac srJLAAr,er^raY a EOL t'''''•` JACKSOMMU. FLOP.IDA • ECWA, LITE EIEVAiION _ —119SIALLATIf1 KTAR V/DIE Of VMO P" SECf1i3N 1 � LAN6E SIA�iLC HUNG UINTDY TO L TV SERIES YtEWD FROM EXTEMOR ti //��•�� •wntl•Yw.rcr DD " Nava E �, A/fy,r Oa e.R w •,P wv. 7• nae► 1? I e •.vim..-•r••.n a.�.r.+raeK n.•'r..w.r•r ew..� <.w nH Toa q•..wo..�.a•e-lr � i t � I SALES CONTRACT AND/OR PROPOSAL P.Q.BOX 6429 CK OLD KINGS RD- JACKSONVILLE, Xin co' om/. JACKSQNVILLE,FLA.s2236 t(� CBG k 056958 tl Customer S� 0 Ofdsf No. e a � ( 'Job N (*I Sold To t ut �f- dw 9 SnMt SPI 1 ttk -er1 O City city[ ,G Sats LqW p (- � Ba OUIINTITY 7 DESCRIPTION :�3 t i et S 37{c.1�c3J �t"14 a a N ' N N G Q m tD N m 3"J 'w}c 50 "i+ { `SS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 t. 3 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028433 Date 6/07/04 Property Address . . . . . . 579 CRUISER LN Tenant nbr, name . . . . . . 2 1/2 TON CONDENSER Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------------------- - ------------------------ FLETCHER, SCOTT D. ROGERS AIR CARE SERVICES 579 CRUISER LN 20 HARWORTH AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (9 04) 724-2015 -------- ----------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 59 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 59 . 00 59 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 59 . 00 59 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Q)y • BUILDMG OFFICIAL r � CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Q`� Property Address: tlls r Owner: !1, +2., �T Telephone Contractor:?j6WS Al J((� Telephone #: '?Z��1 NZ, Contractor Address: 02 j lS� /T( 3�U(„a Fax #: ?Zy7 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building ,2'—Electric or site,list the building permit number: Cl Gas: _LP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed Central _Floor Residential Air Conditioning: Room £entral ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm C3 Refrigeration Cl New Building ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: Manlift Escalator (Number) Replacement of Existing System Cl Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 . http://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027892 Date 3/16/04 Property Address . . . . . . 579 CRUISER LN Tenant nbr, name . . . . . . FOUNDATION REPAIR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 13600 Owner Contractor ------- ------ --- --- ----- ------------------------ GRUBBS/ C . O 'DELL, R. FOUNDATION SYSTEMS & EQUIPMENT 579 CRUISER LANE P.O. BOX 50545 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-4425 -------------------------------------- --------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee 50 . 00 Issue Date . . . . Valuation . . . . 13600 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. M B DING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT Higgins 800 Seminole Road S. Doerr - Atlantic Beach,Florida 32233 (904)247-5800 'rjty)a (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # ' Property Address: j'3 C r it L,S F Applicant: )"Iu n ck 4 In t Project: 1(7tr0JQ 41 rjn repay 1ArlAe.- nni nn This permit application has been: Approved Reviewed and the following items need attention: Please re-submit yo�urr application when these items have been completed. Reviewed By: Q,-t' Date: �t j f -% J ,ter r� J131�%� CITY OF ATLANTIC BEACH Aga°; BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) �a Date: *2C,E/ LO9 Job Address: _ S79 OR d/ S1rjQ ,yW R ,l-L�9�j)C �0 � lam! . 2Zt.�3 Owner of Property:_� �—'7, ! ��e�CnliE C� „tQdS Address: f Z/X "T/L,�Lid a JoAiy4, 416077j�,/tC��Telephone: Legal Description:'Block Number: Z Lot Number: Z Z �' Zoning District: 54049 S P�Ct4y Contractor: T'a^xc �iJ C State License Number: 04§C OX)72 / g Contractor's Address: /� Q, , ( �p �t�,� •441144--Ir(VIGtE /"[ 2 ZZ Vd Telephone: Fax: (90K) Z%(7- UZI Describe proposed use and work to be done: 11144A t--,Df Present use of land or building(s): �,F,i t A f 2 Valuation of proposed construction: v tla What are the dimensions of the added space: A0111 feet x 01/9 feet AI'1,4 t Will the added area be heated and cooled? /f�/a `� New electrical or increase in service? Al/ Add plumbing fixtures? /✓��7 Add fireplace? /�' /� Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Willhis project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Pagel Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Revised 1/14/03 STEP 2: Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or pest-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 for individual applications. I HEREBY CERTIFY THAT ALL 7ORMATION PROVIDED WfIM THIS APPLICATION IS CORRECT. 1 SIGNATURE OF OWNER DATE `''1 a 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 �+^ / �`'7 DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) ,� NAME A4/24 Z /Yf c,A, tv s /– /// (7. MAILING ADDRESS A D.r30X ,1raSA(S PHONE 2g4f--Z e$4 FAX-2,11 7— 8 S13 E-MAiL�i.:,•i T,s,.,.//,;,,z_ .�c llsc., ,.,+r-� z 9cf.. z 88� SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATOR = :+ AS TO OWNER: personally known ``m Naga' r✓ U ❑ Produced identification ,q T ` Type of identification produced AS TO CONTRACTOR: M""PersonallY known ❑ Produ a 'd xpe of identificatiorj( ed l � 44te. 6/18/02 =� __ a. r:' ,biic-StaO tea of of Florida F. M� � 1J.>r «'. Expires Jun 28,2tX),5 -)D009208 n, " Book 11686 Rage 1661 NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property,__-5- 74ol C,^" , s d r- Lro,y� ��/,w,� 3a a 33 General Description of lmprovementS_14iUNdg�o,� 1 +a � - G/. 1 •,0. .✓..� ,;�� Owner Address: /2)3 !�.�: �.aood ,Or•��. A)sjmh. 3 a Z 6 G Owner's interest in site of improvements: , ww amps'2'ck0 a 3831 1 Fee Simple Title Holder(if other than owner) Page: 1661 Filed a Recorded Name M D ddress gn� p JIM F WA TY ontractor » o C RECORDING f 5.00 ddress •D. ,Ciox So15+jS , �J-wc c.,4 , �-/. gzzlrp1.00 1.00 Surety (if any) itJ,a Address ,v,a Amount of Bond $ ^1 i4 Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name_ 'Aa Q Address: A 1-17 Owner Sworn to and subscribed before me this/�i day of Notary Public t ` - myc;,xi _ ;' CONCRETE T +1 FOOTING �V PIER PINS SEE NOTE PIER TOP PIER fPLATFORM AP2 STANDARD I /3 2-PIECE RESISTANCE MER PIPE PIER SYSTEM ` FRICTIONREDUCTION COLLAR000 V i t SHEET NOTES: 'By: I. i 2Pe 2-7/r standard All.Piers. No-1- 13 2. NOTE: Aetnnl pier locationsnay be moved as necessary to avoid underground utilities, Robert T. Grubbs Residence buried obstructious,etc 579 Cruiser Lane 3. NOTE: The pier shall be iustaled wing a hydraulic apparatus to a capable bad bariugstratum. Atlantic Beach,Florida 32233 no piers sham be i istalled to mhrimum of 10 kips or Initial lft. Pieriwtalation recordFs: N/A APPROVED BY: DRAWN er A$ AA be kept wing standard AdM Forme Ball P.E. 4. NOTE: Upon completion of pier iaatallation al piers DATE: 3/9/04 Alnls J. ga, REVISED may be loaded. S. NOTE: Following completion of foundation underpinning.A temeat bared grout shall �rZ Structural Engineering Consultants be i 000ting where beneath deerppiinning hhaasfbbeen performed. � 8201 Lakemont Dr.,Jacksonville, FL 32216 Alnls J.Banga,P.E. DRAWING NUMBER . Registered Florida No.42414 S _