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Permit 710-712 Main St (vault) r nDFESS 71e ; _ ��. ETJ--nTNG PERMIm NUM:-ER /G 74 IN"— "TTONS : F C.TT�i� TJi1DER SLAB �?�TJMB I NC LAF rtl1 1,4?-`(7 �CvE F-UP TPI�'JT A17 �T F NA.. 1 T T'�1Y + T B�? LL�� '� ERTIFICaTE ;F OCCTT AI,11v- nT E=RTCAL PERMIT # V�PECT-C112T ROUGH FINAL MECHANICAL PERMIT # PLUMBTN(7 PERMIT NCTES . s — _ 7 ism SL , Cta.S1.S.z-c.� �� \-Z)c Y BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA' CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: February 24, 1997 Building Contractor: Dean Russell Construction Building Permit Number: 12760 and 12761 Address • 710-712 Main Street Legal Description: Lot 6, Block 133 Section H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as duplex residences Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOKWG MUST BE COMPLETE " DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 2/21/97 2/24/97 PNodine Planning 2/2 -/97 12 Building C. - 2. G -�'}- 2 - -Cl f f� ADDRESS 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 # ! 50S �-�- . PLUMBING PERMIT # NOTES : m mm 3aa CD 0--. CD m r. !n fi Cl) m 1 ' � o .1 N 9 cD � N Q4 m (7 S. OA m ma m o At w � mm �.o 2 �.. C►' a CD � y DEI ARTMENT 01'601LDINd . CITYOF ATLANTIC BEACH r J y y� �y ,..ww LOCATION I i FQ"ATI ON ar wak wxe„,, A dress t � ���,� ��E S�`R1��T � lumber: l�, ATL�TIC , 'LOF IDA 3 3 e t es• R N t t Dg +CRI P SON I, y +i , ���� ock C nt{ woiT7OD .rPJW q) Pr 'G6 4{F ii 4 Subd i s. 0 9 t L l a ngcs w 0 ubdivisjgn:3 ttC 116N, H .,00 v. Cost'. e £�a3 3-0, 00 � OT Pk ,w . . . .;. x s i' �{a 30.00 � �¥ RX X i - fi �i g+ R , }i 4t ? ' 3 : 7 � 1{ ON iN �,._ ACON'VSL�,w, 32,2 ; i€`ys a r u`.�rsy :� ,^ I � x �u -- ;ry NOTICE'—INSPECTION. MUST E3E pEGtUESTE©AT LEAST 24 Ht3UFtS-771 PR1t3R T©INCTI© 1 IFIL DING MATERIEL,RU88I^�li AN[3 DEBRIS FROM THIS WORK MUST°NOT 8E P�:ACEi 1N PULkC SPACE,-ANRE17 BE BLEARED l!P AND HAULE©AWAY BY .ITHER CONTRACTOR OR OWNER ' UR TCS COMPLY WIT N THE MSC Hi LIEN: E77,717 7 '. ULTt�1 I E.PR0#tFtTY C�WNE,I� PAYING TW��E � R UED ACCQfl©ING TQ APPROVED PLANS WHICi-1 ARE PART Qf THIS PERMIT 1Nla SU�IJECT 74 Rlr1E# k77nPA ZION 0,#,APPLICABLI*.PRpVISIONS OF LAW. �t�tS 32;?i A `LANTI BEACH BUILDING DEPARTMENT a, sy .» t. ZZ _ k , Nnz`__ t, CITY OF ��i°ctKtic f>eacl - ��+vuda SOO SEMINOLE ROAD - — ---- — — --- - — L \TLANTIC 11LACH. f LORIDA ;,,;_;-;a rELEPHONE (1)04) '_ 7-iSUU 999 St FAX 0)04,)\1 ,4 -;SUX01 10 Sl'VC; 5�� � U Ken Greene Contractors Inc. 3505-2 S. Kings Road Callahan, FL 32011 Re. Required Inspections for Construction In the City of Atlantic Beach Dear Sir. Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #14032 611 Selva Lakes Circle (no inspections) #16245 1476 Linkside Drive (no final inspection) #16718 inspections) #17609 1608 Linkside Drive (no final inspection) #17601 1473 Linkside Drive (no final inspection) Our records indicate that telephone calls have been made to your office on several occasions to no avail. Please arrange for these properties to be inspected as soon as possible. My next communication with you will be in the form of a Complaint against your license to the Department of Professional Regulation. Please call me at(904) 247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford DCFlpah Building Official cc: Homeowners ems—•-fl . RE CEI V E D 4 Aii� 15 1998 CITY OF ATLANTIC BEACH City of Atlantic Beach Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s): A,4/' �ic,7o i✓ Address :._ �Ia 411-oily sZZ6670 -Phone: 619- 638 �• Let # ¢ Z- Block or Unit # X32— Subdivision: Contractor: R6AINeT� w6 Address : 460 Al Phone No: 9S7 _0 �f Describe work to be done: SC�E'e'4,- �.✓ kx, si�NG Srrr�� Present use of building:_ Stn.cCc Fi/an•'4w £LC,, Valuation of Proposed Construction:.. Proposed use: SCER,✓ j3ec/4 ovGe. rfX�s>.:c S' 3 Is this an addition? If Yes, what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled?�' New electrical (or increase)? New plumbing fixtures?—ZIL New fireplace?„, New Heat/AC? � SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENIC'EMENT, AND OWNER/CONTRACTOR AFFIDAVIT', IF OWNER S CONT TOR Signature OWNER: Da e: ` 121 /q Signature CONTRACT R: Date: J T, OAPQ,Y P% EL�.EN S.BROOKS , 77 G�,COMMISSION#C C 681931 z EXPIRES OCT 18,2001 O BONDED THRU kjWS Mr.BONDING CO.,INC. CITY OF ATLANTIC BEACH PERMIT SHEET 44A-1Address -W(0 A-1/J c) 7� Date (a . 025/_. Heated Sauare Footage @ per scx Lt = Garaae.Shed @ per s.s = CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address— e C& ) Date Heated Sauare Footage @ $ per sq Garage/Shed Cc: 's Ca--Dor--iForch S- z ZO —Pe Sa Patio Pei: Sa f t TOTAL VALUATl-'-N - S /y, 0 j Tctal Va' uation ist s / '00 J Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/ 2. Filing Fee Fireplaces @ $15 , 00 s BUILDING PERMIT FEE S WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP S RADON (HRS ) . 0050 SECTION H PAVING $ HYDRAULIC SHARES CROSS CONNECTION ) SURCHARGE . 0050 OTHER $ <.fb GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmincrPool Septic Tank Well Sign Finish Floor Elevation Survey— Other CALCULATIONS and/or NOTES : cit '(3 4 < -2 -�z LU - 2 (j 3. LL LU W z L 2 5 IL 2 0 67,113 LL CITYA, ATLANTIC BEACH it BUILDING OFFICE '*4- k 'c- 't 1 ,* 0 j\-- 'Z� p ocalitY t ` .. t.P• Date t,�`1 ^lime L- MECN : 0 r"��^l Rece+ved tracto dress "1' �:`G(Ft1GA ou9 it C Fire F pre ab �4y 704 O Owner's GGNGRE(E `=� pole $ewer p.M y ! P.M \,j\j Nam Tem4 Q�NG t F00tin9 final GY1GN r6dal 1j G slab FGR iNSPE D lintel REPOT Tpurs. R0ot1n9 p Be ufation Wed A-M. p.M• .. P(1 yr" citp (ues of ,... _ Gerflficate _ - Mori • - �G ✓ pate G O� tns4ection Made r .� _ . . - •� � � tns4'Ctor 1050 tv s snow �.4 � DA rm r-4 CP fi Via"' m �� Z�' IA 1 !9 v R�tTf9 srC/ 6r {7 tl I `tea s,c aai� A-AXftC AuJ " ' ' . •r pr of y s rte. frta s. /FSK ACO Ft" p � "°� of",I Vol Flo � AIO �rJ�r or"N �M�W- pit Il 5 rVey r�"'Sr�,,fto►�+' rr.tt�of�e.� ty fl" Let*Ar ;a• � ���Y M����ilk •� err" i M+� t 1 orf _orf P fd! �� tamti►tMNs C T. •0 OJV Cy ?Oft 01 S fir' i t y: i • ; W .� m . f f? h, t 1� r w +X t ROOF SELECT EDGE BEAM TABLE t mm3 —+k SOLD ROOF �--- M LW WINDOW FAALfiC CAN ATTACH 0Y FOR MAX Z DIRECTLY TO HEADER UPRIGHT LENGTH T x r • 3-Vr SLAB ON GRADE VARIES NO MAX(ELEV.SLAB OR ON GRADE) P OR RAISED FOOTING GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRONT VIEW FRAMING •0*3GH7 OF UPRIGHT 13 MEASURED FROM TOP OF Txr PLATE TO BOTTOM OF WALL BEAM) CONVENTIONAL FRMfdC OR ALUMINUM COVER SYSTEM SHEETING BOTH SIDES ALTERNATE CONNECTION AT ANCHOR WITH i3 x Vr SLEET METAL LOAD WIDTH FASCIA ALLOWED FOR ROOF WIDTH SEE SECTION 7 FOR DETAILS LW ALUMINUM 9HiffTNG OR VINYL is i fn SOLD ROOF' L 0 P/2 P/2 Q ca co EXISTING—L-�l SRE BEAM AM COLUMNS O.H. 3 GLASS ROOM WALL SECTION PER TABLES p Z VARIES SOLD COVET Q P-PRO.ECTXIN FROM BLDG LW-LOAD WIDTH EDGE BEAM Z INM P VARIES MI.M r x r x 0.044' (TYPICAIJ 1' > MAXIMUM WIDTH- W TYPICAL SCREEN / GLASS ROOM BEAM 3Pµ H OPENINGU SHEETINGI.fi.QIAN OPE WE > Co NOTES: ANCHOR T x r OPEN SAO(EXTRUSION WITH V4'x2-V4'CONCRETE wRH No HEADEi rxr FASTENER MAXIMUM OF r-0'ON CENTER AND WITHIN r OF UPRIGHT ANCKA T x r TO WALL WITH 2-V2*110 SKEET METAL SCREWS WITH SLAB 3-Vr MINMM VAFES WASHERS 2-0'ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY (SEE DETAU Lu OR WTH ANCHOR CLIPS AND 110 SCREWS AND WASHERS (L MINIMUM SLAB THQOESS FOR SUB ON GRADE IS 3-V2'CONCRETE + r! SELECT FRONT WALL BEAM FROM TABLE USING NG LARGER'A'VALLE OF m � Pn OR Pn•OR TYPICAL ELEVATION GLASS ROOM WALL C o 0 'P 6 OEM DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM m a^m Wil$, Wind Load to Snow Load Conversion Table m x 60 Yr.Snow Load Deno Snow Load Wind Load/Bukbv Type U}�, Y LL SPANS PER TABLES 5-25 1/34 Ft 3-15 i/34 Ft DS MPH Open Bi/4q Z ox SOLID ROOF OR PAN 20-30 i/34 Ft 15-17 f/84 Ft 100 MPli Open&Acbv GQI m PANEL SPM 31-35 i/84 FL I 17-t0 i/34 Ft t2D MPx:Openddrq Bi ; O •A• 30-00 i/3a Ft B-34 1/84 Ft 11D MPx:Entlord Bi#p d ,A. I SEE TABLES O1-70 i/84 Ft 34-3G ilS4 FL 120 MP}i EnebeW BW6p J 1i t ,H Select roof or wd members ban awoatste wild bad hbHes THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS AFE&19ED ON TPE LOAD FEOLII�@!TS FOR 7HE FOLLOWING CODES: 9 STANDARD DV-CODE 1iWl,CVIPTE3I t8 INO.IDIN('SSTST to- D lKN �j . ` ?)SOCA NATIONAL BUIL-4 CODE p03 �lVtl•� 3)TEXAS OEPARTLENT OF INK ANCE WIDST SEA C� .LOB NAME: * -UPRIGHT HEIGHTS ! I TYPICAL FLAT ROOF ENCLOSURE TYPICAL GABLE ROOF ENCLOSURE DRAWING.FOR OIE PEFa'R ONLY OF 7� HEADER BEAM m EDGE BEAM -- -I 9'4 ao (2)s10 x r SHEET METAL SLEW m M SDE WALL HEADER ATTACHED TO INTO SLEW SLOTS -0 0 44. r x 7 x QGOPEN BACK WITH ANCHOR r x 7 x0.044•RATE RATE 0 MT1(2"x}v7 sMa TO CONCRETE WITH V4•x 2-Vr a f x 7 x 0.044'OPEN BACK ATTACHED CONCRETE ANCHORS WITHIN 8'OF TO FRONT POST WITH#10 x 7 SAS.MAX EACH SDE OF EACH POST AND 24' pso 8'FROM EACH PURLN AND 24'O.C. SDE WALL PUFLNS ATTACHED TO O.C.MAX r x 7 x 0.044.OPEN BACK WITH _Q W M!L(2)Ov x}V7 SMS.N 111 T x 2'EXTRUSION V SCREW BOSSES Z_ I 1-VS'MN N CONCRETE FRONT WALL PURIM ( O SDE WALL "'OP ATTACHED H T x(2x 10044.OPEN BACK WITH p e A!L(2)iDI}V7SAM N � d SCREW BOSSES MN.3•V7 SLAB 2500 PSI CONC. Bx8-10x10 W.WM OR FIBER MESH VAPOR BARRIER UNDER CONCRETE fn FRONT AND SDE BOTTOM MLS O ATTACHED TO CONCRETE WITH O V4'x 2-V4'A4ASOIiRY DUCK SET Q 41AT T FROM EACH POST AND 24 oN carTtR MAx ANo wA(ts HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL I A MN r FROM EDGE OF CONCRETE P o z d " (4)i10 x V7 SIRS,EACH SDE Q ° 7 x 7 OR 7 x 3'OR 7 SMB POST OF POST h N Q J HEADER BEAM � TYPICAL CORNER DETAIL 0 o z LU O O H-BAR OR GUSSET ATE Q GUSSETR U ANCHOR T x 7 x 0.044-RATE y COMPOSITE ROOF PANELS: TO CONCRETE WITH V4*x 2-V7 (4)V4'x 4'LAG BOLTS WITHFIBER PANELS; TO z 7 x VS ANGLE EACH SDE WITH}V4•FENDER WASHERS (3)i8 x V7 SMS PER 17 PANEL CONCRETE ANCHORS WITHIN W OF ATTACH TO POST AND CONCRETE PER 4'-0'PMH-ACROSS THE EACH SDE OF EACH POST AT 24' AT LOAD BEARING WALL WITH FRONT AND 24'O.C.ALONG 0a MAX OR RD MEXTRUSIONTHROUGH ANGLE AT I (y#10 x V7 SMS EACH SDE a Sf SIDES(WALK-O p �AX f x 7 EXTRUSION •+�4+� MN.HEAC2) 10 RE R ATTACHED TO POST CI..I H C MN Si (2)sx}VMN 7 SS. SLEW yyy � }178•MN N CONCRETE 7 x 7 OR 7 x 3'HOLLOW BOSSES AN.3-V7 SLAB 2500 PSI CON- m p^o SEE SPAN TABLE HEADER 8x8-10x10 W.WAK OR FIBER MESH VAPOR BARRIER W CHAR RAL AND laX PLATE (D x 7 x 7 x 0.044'HOLLOW RAL tl® 7 x 7,7 x 3'OR 3'x 7 HOLLOW x POST ATTACHED TO BOTTOM WITH SEE SPAN TABLES SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL '-ID�m WITH MN(2)*10 x}V7 SMS 0 N SLEW BOSSES FOR SNAP EXTRUSIONS CHAR RAL J EXISTING SLAB MAY BE USED F N ATTACHED TO POST WITH MN.W / GOOD CONDITION AND APPROVED SID x}V7 SMS.N SCREW BOSSES BY THE BLIDNC OFFICIAL vy _YS(M (9 HiTI v7 x 3v7 KBFBOLTS -rIll fx7x0.044'OPEN BACK BOTTOM RAL APPROVED FOR 8851 UPLIFT WITH STD.PLATED CVT STEEL WASHER d V4'x 2-V4•MASONRY ANCHOR P E ° l�U FROM EACH POST AND 24'O.C.MAX SHEET • d (D 3B'BOLT FOR 3'POST (2)378'BOLTS FOR 3'x 4'POST TYPICAL UPRIGHT DETAIL of 7 M is x VT P 24'O.C.(3 PER PA EL3 I O o K v 3 Rpm PAW I-VT x FVr x 0.0130'ANGLE I �i PRIMARY BEAM V EACH SDE OF CONNECTING QO c SE TABLE 1 OR B M n 2, BEAM WITH SCREWS AS SHOWN o Z* o WMAX om r x e'SMR HEADER CARIBI BEAM HIIMUM i8 SIA&x 3/4'LONG • m SEE TABLE 3 N MBER REOUIRED EQUAL TO N o ALTERNATIVE BEAM SUPPORT N I3 BEAM DEPTH N INCHES RECEIVING c AMEL.a is x Vr _ NOTE. E7C ZIONS WITH NTERNAL SCREW BOSSES To STUD a s8 x Vr TO BEAM MAY BE CONEMED WITH W it0 x}Vr co NTFJNALLY 0 O Nr CARRIER BEAM TO BEAM CONNECTION z 1 CAp sax Vr(3 PER PANFLU Z 2 x RIDGE BEAM 1-VT x 1-V2'x 0.080'ANGLE V) EACH SDE OF CONNECTING BEAM \ Q ROOF P446L WITH SCREWS AS SHOWN 2x W xUU 2 � U y I �-- BEAM SUPPORT -m i ~ @STUDS TYPICAL BINARY BEAM r wo SEE TABLE 1 OR a QO x /W N r N 3 a O I Y.'N I � Mmmum i8 SMS x 3/4'LONG FRAMING DETAILS KLUB 3R REQUIRED EQUAL TO BEAM DEPTH m�°Z^ TFf STAUCTLRAL ADDITIONS AS SHOWN IN THIS ENGINEERING MAY ErnxmK N3 WITH INTERNAL SCREW BOSSES W PACKAGE ARE DEMONED TO BE MARRED TO A MANUFACTURED MAY 8E CONNECTED WITH(?O#10 x 1-VT HOME STRUCTURE. THE PER SUPPORT SYSTEM FOT THE INTERNALLY C' MANUFACTURED HOME LMT AS REF'6ENCED BY THE DMV x RULE 15C 2D M AND THE NATIONAL MANFACTURED HOUSING m CONSTRUCTION AND SAFETY STANDARDS ACT 326030a B d ADEQUATE TO HANDLE THE ADDITIONAL STRUCTURAL LOAD CARRIER BEAM TO WALL CONNECTION TRA UCTIED TO THE MANUFACTURED HOME STRUCTURE BY THESTRUCTURAL ADDITIOHL THE PAN SPANS SHOWN AE CALCULATED ON THE WORST CASE LOAD OF WIND UPLIFT OR 20 i/Sa FT.LIVE LOAD J, V SHEET 3 O OPTIONAL CONCRETE CAP BLOCK OR BLOCK ANCHOR ALlMNU4 FRAME TO WALL OR POST N CONCRETE M BAR 1r LONG SLAB WITH V4•x 2-Vr MASONRY ANCHOR t 'i POSBL POURED CONCRETE EA TO TAE 24 (D N BAR AT CORNERS AND 10'-Ir O.C.O. FILL 8'OF POST AND 24. ,a MAXIMUM L 0 UYCHAP#EL M LLS l✓ CEAND KNOCK OUT BLOCK TOP COURSE (1)N BAR CONTINUOUS 114 m WITH 5000 PSI PEA ROCK CONCRETE 8•x 8'x 18•BLOCK WALL OAAX•32'7 • I J 60, ... r Isn DECKV v 8.. .Q d , OR(;rRourD tFW/EL (Z)#4 BARS MN.2-V2-OFF((;pOl1rD tj ±; ISOLATED FOOTNG RIBBON FOOTING OR MONOLITHIC F MONOUTMC SLAB IS USED SEE NOTES NITERNAL OR EXTERNAL RECEIVING CHANNEL OF DETAILS BELOW m V € 3'x 3'POST TUN BOLTED •�� To""�10R RISER KNEE WALL FOOTING FOR SCREENED ENCLOSURES �u(JD � 2-3/4•x 2-3/4'x 2-VT LONG W VS,TLIBM T x T x 0.083"ANANGLESANGLESWELDED CONNECTION ALUMINUM ATTACHMENT FASTEN PER TABLE 25 3-v7 coPX,TETe SLAB e k e-10 x 10 WELDED TWIRE MESH OR FIBER MESH CONCRETE • 1r x 7r x V4'PLATE .a- - VISOHE V SFl2DER SLABS O L • -_ BASE ANCHOR CONNECTOR WELL COMPACTED CLEAN FILL OVER SACRIFICED S FOR POST TO SLAB CONNECTION c NATURAL SOL Bosh RELATIVE DENSITY - > INTERNAL OR EXTERNAL ANGLE CLIPS _ �W x Ere Ir FILLED SSM WALL > Y THICKNESS OR REQUIRED POST p o Q 1 TOP OF GRADE ti, r x 1r CONCRETE FOOTING WITH(D#5 CON lNU()U8 W SOL ALI N M TUBE COLUMN , 3'x 3'POST PER TABLE — (LM #S�W/SR7ICAL SAR AT ON UNDISTURBED SRS APD 10'-O.O.C. EXTRUDED ALUMINUM BASE OR BREAK 80 Q 2500 PSI CONCRETE PRE-MIX FORMED U,-CLIP RAISED PATIO FOOTING Z t CORROSION RESISTIVE STEEL THiU 3/8'x 3-Vr BOLT W BOLT PER SCHEDULE = QL— (0 r x T x Y ANGLE OR(D U-CHANNEL Y a x N •^ CONCRETE SLAB OR FOOTING � d d 3'k3'SAM CONCRETE ANCHORS PER SCHEDULE • d (R GALV METAL STRAP(14 GA x T) TUBE COLUMN BASE SCHEMATIC 1B' c k B'x 1r CONCRETE BLOCK uj �b NTERNAL BASE B'x 24'x 24'POURED CONCRETE PAD a~ PORCH POST CONNECTION .: Y NOTE ATTACI.@TT DETAILS SHOWN REQUIRE AGONAL ALUMINUM CONVENTIONAL CONSTRUCTION tv Nt5 BARS(18'LONG)EACH WAY m $ BRACING FOR FREESTANDING COVERS �• CONCRETE POURED CWITH#5 BAR C ELLS tr e o (SAK ETE READY MIX w/GRAVEL) PAD FOOTING W 7-0'MR (ID#5 BAR CONT. (D#5 BAR CONT. 0 . 1. 1 < BEFORE SLOPE r ALLAO Id STRUCTURE FOOTING _._ c' .-_ � m g. , , ` 2500 PSI CONCRETE WITH M#5 BAR CONT I . 4 . b INAN 2-VT OFF GROUND eg TYPE Izw TYPE I TYPE IIIe• �/ FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-T/lr T/TI-T-10' M T-1D• RIBBON FOOTING TYPE I V NOTES 1 NO FOOTING REOUI RED EXCEPT WHEN ADDRESSING EROSION URL THE ROOM EXCEEDS'W-O•. ROOMS GREATER TWIN 18'-O'USE TYPE 1 FOOTING, 2 FOOTINGS SMALL BE MN.2,500 PSI CONCRETE WTTH 8x8-10tAO WELDED WIRE MESH � ALUMINUM50PSICONSTRCRETE FOOTING OR FIBER MESH MAY BE USED N LEU OF MESHL LORAN P91 CONCRETE WORN(3)#3 BAR CONT. c MMA<M 2-V2.OFF GROUND SHErT 3,F LOCAL BULDM CODES REOLZIES A LORAN FOOTING USE TYPE 1 FOOTING OR ' FOOTING SECTION REQUIRED BY LOCK CODE LOCAL CODE GOVE N& 4 SLAB DETAILS ADDRESSING EROSION RIBBON FOOTING TYPE 1 OF 7 Table 1:Allovlrable Beam Spans-Hollow Extrusions for Screen Table 2: Allowable Beam Spans-See-Mating Extrusions for Table 3: Allowable Spans For CARRIER Beams in a Solid Roof,OPEN Structures and/or Vi 1 O Rooms with Solid Roofs Screen and/or Vinyl[Open]Rooms with Solid Roof nY[Open)] Aluminum Alloy 6063 T.6 (102 MPH Wind Zone,Applied Load=17 IDs/aq.ft) Alutllinum Alloy 6063 T-6 41 Aa#ninurrl Alloy 6067 T4 IN Fr = 1 n utary a I t = 04 001, q Applied Load= t #I q. t. 20 9/5o. I. 23#15qFI. 26;19q. L 132 a/a Ft. Single Self-Mating Beams 1 le •u Width x - Allowable pan"L" 4Nr. o 6' t2.-y. 77.-.. 10.-77. 70.-3. xx - -- FFDiiti O x -1 1 11.1 1 - s -9 1 -lu - -� 2"X 7"x 0.062"x 0.120" 75•11" 14'•4' 13'-1' t2'-1" 17'-4` 10'-8" 10'-t^ 9'-8' 9'-3' 8'-10' o� 9' 8'•1 t" 8'-" x z x 4 1- -11 1 - t - 7 _ t - 1_ sy '~ - - ;. x X x _ _ _ _ 7 - 1 - 1 - 14-1 _ t _ - i -4 x 0.072"x 0.310" 30'-2" 26'-1" 23'-4" 21'-4• 19'•9" 18'-6" 1T-5" 16'-6' 15'-9' 15'-7" 14'-6' /3'-11" O 7 '-17.. 1'.3" I .y.. ti _ V Load Width 2-Y x am« x x oa i i x a a _ _ Tributary a Width q Double Self-Matin Beams 10'-0" 12'-0" 14--0" 16--0" 18'•0 20'-0" 22'-0" T4•-0" - 6' 76.{.. 15'.3" 14. " 131. 12.1" 9 _ t - owe a Pan X x x - 4- 1- 1 -7 9-11-118, 1 - 1 - _11 - 14-11 - .1 - 9' 13-6" 1 n'T' 1 1 9'-10" 2"x 9"x 0.072"z 0.224" 29'.8', 9'8" 2T i" 25 1" 23'b"i 22'-2" 20'-tt" 20'-0' 19'-2- 18'-5` 1T-9" 1T-2'I 16 T p -10 111 9 x x x - -11 N-1 1 24- -4 t-4 1 1 -1 1 - �- 1T 17'-8" t0'-9" 1o'n" 5.t Double Self-Mating Beams Tributary Load Witlth pad Load I r w12 X 4 Self Mating Beam : x x a : . -, r-t - N d-Z6' 19'4" 17'-70" 16'-�" 7 1<-1.. added to Top/Bottom - I (perpendicular to webs) Allowable Span"L" 0 o- ( 1 t.:v j x x z 140-1 -11 1-_ -i -4 -1 -11 124 -t1 C l c g• i '_5- 14'-' 13'-7" 17-e' n'6" z x x 4 -11 4 - 34- i - t-1 _ - 4- - - ! - - u-� 2"x 9"x 0.072"x 0.31" 147'-2` 43'-1" 39-11"1 37'4"135'-2"1 33'-4"131'-10-1 30'-5";29'-3" 28'-2" 27 } 12 1 1 t-4 1, 5-71 Wind Zone Conversion:Table is constructed for 102 mph wind zone,open structure(171Ds/soft),to convert ? oa am« x Load I tabular value to higher(more severe)wind zones,multiply by the factors in the following Conversion Table: > Yu x x i x ZO- V J - 1 - 6' 25'-,.. 23'-" t'-t 1":allj 24-1 16- ..- 9 20-10 19-3" 1T-11 s-r Table 5: Allowable Loads On Screws And Bolts 7A�e LoaU Foctia,- - � ,� (As Recommended By Manufacturers) - G Ila 20 -7 6-0 -1 - I 12' 78'-1" 76'-8" 15'-6" 1a' 11-2- Self-Tapping and Machine Screws Allowable Loads Tensile 12 23 96 F-mpk' Loa i t -iZS 26�0.IT�1 I x x Strength 55,000 psi;Shear 24,000 psi For 2"._'.0044"Eerusion beam span is distance between upnghb,to - - Z enter tad roof bane) roiect on of 14 0"find load w,dm: 6' 28'-4" 2'- 24'- 22'-"1" 20-6" mg! ear ou a !ar Withdrawal p Screw Diameter lbs.) "(IDs.) (lbs. W LW=t4.2-2'O.H=9'Enver table on left under load wiam I -X I - 2-, 21-3I - ( ) 2 Lpaa W^=4-0'dna reap span underappropnate load -t - ,- 08 334 668 167 V Live Loa:�17#/Sq Ft 1702 MP.H.Load Beam Span= 9' 3'-2" 1't t 9'-1 t" iii.. I 16--1 t" 810 418 836 209 Note: 1- 1 - 7- N Tables ass-me eA sion oriented.,in longer it-on dimension parallel to applied load - - I p.� #t2 576 7.15 288 12' 0.-1f- 76.-6.. t 3" 16-3.' 14-7 #14 734 1.468 367 114" 761 1,522 380 5/16•' 1,253 2,506 626 Table 4: Allowable Post/Upright Heights for Screen.Vinyl and Glass 3/8" 1.588 3.flu 928 d Rooms,Hollow,Snap and Self-Mating Extrusions Wood Lag Screw Loads e«i Aluminum Alloy 6063 T-6 Using Southern Pine S.G.,0.58 or Equivalent 1•1!2"Thickness truswna Screw Diameter l Ingleear Des.)ear it rawa U bsLoad Width=Posy pright pacing (If (lbs.) Hollow 5enions I l l 114" 170 235 396 towable Height [pan] Sft6' 210 355 624 "x 2"x 044^ -3" .1 .' .. 1" -tu' -..1 -0" - l 4-17 Z n a x �, ,-_ = ;. _ 3f8" 240 480 712 1 :7 x 0.0070 i10 t0,_.. ._y.. 5Lx 1,' 1 .. 9' '. .t" .. '-P I tr .. .. Concrete Screws And Bolts In Concrete,Brick or C.M.U. W x 4 x . - - - a - u - 1 - - (Embedment Must Bea Minimum of 1-1/2"Thickness With 1.114"From Edge) X Note:Screen splines on 3-side-extrusion turned w/3"side parallel to sole plate. 2,000#Concrete 3,000#Concrete V r tL pad Width=Posd pright pacing Screw Diameter Tension(lbs.) Shear Tension albs.) Shear x Snap Sections 36" 42" 54" 60" 66 8" 84 90" 114" 757 319 825 352 V � owa a etg pan 184 898 "x2"x0. 3.. 1.. .. .t .. i.. ._t .. 5116" 7,057 818 1, tj t -7r - '-n - -7rI 318" 7443 1,443 1.176 1.503 M LIP iu- - Aluminum Rivets with Aluminum Mantlrel j / x , o t os prig pacing Screw Diameter Tension(lbs.) Shear / Self-lit Sections 1 36' 42" SA 60" 66' 84" 90" 1f8" 129 176 Allow e a eIg t Pan 5132" 187 263 C, s Y - - 3/16•' T62 375 t� 1 - i x l- .1 4 - " 4'.11 " 19'.4".- �P, a" t " 1 -11" 1 3" 15-10, /�/1 x - - Aluminum Rivets with Aluminum Mandrel z x u ; 1 V- xr, a - "x :0.0 0"x 0.2 a" 14U-2" i'-" '• t'-1Screw Diameter Tension(lbs.) Shear x Ifit 210 325 SEAL Maximum chair rail spacing is 6'-8'o.c.Thus with chair rail l@ 2'•6"me maximum well height 5132" 340 490 without additional chair rail is 9'•2". 3/16•' 1 445 720 7 Notes: • Single Shear Screws Fy-36-40 k.s.i.Yield Strength Glass Rooms'The adamon of,aluminum frame wins dowwitn h glass pariesmat are designed to 110 M P H .no loac recueements to the above upright sizes mcreases the strength so that additional framing m not •' Double Shear Screws Fy=50-54 ks.i.Yield Strength r require. '-All barrel lengths:Celus Industrial Qua)4y. Use manufacturers grip range to mtatCl \,^/ . Using seem panel worn-W(See typical glass roam do-mg.).seta..,prght required from TM. total watt thickness of connection. Use Chart. To Select screw U.S.rivet substitution o1 maxum nt grit albwed for each eerusonanchor specifications in drawings. 7 OF Y r T ' 7 � d rxrxaou N � C i C ` ', 7r x r x r x 0.044• ` O 12- WIDE RISER [INDUSTRY STANDARD] ROOF PANEL U ALUlM4 SKIN 2' x 2- PATIO EXTRUSION CONVERSION DETAIL 1 I rn � I � EP.S. CORE L SDE PANEL CONNECTIONS VARY a E (x)NOT AFFECT PANEL SPANS) 0 J - ' Y 2'l r x 2725 x r x 0.040• } SELECT PANEL DEPTH FROM TABLES T RECE)VNC CHANNEL EACH i SDE 48• Qz ATTACH CHANNELS TO Q COMPOSITE ROOF PANEL [INDUSTRY STANDARD] EXISTING z x r POST (I 5 p J tK 0.6t� itP X E70STNG r x r x Q044' Z • UPRIGHT Sx-0,43 Nt' �� W 90$3-T$ e U OD5(r y .' WINDOW FRAME — Lu 48. 2- x 3' x 0.050- PATIO EXTRUSION CONVERSION DETAIL 2 d ABS EZ-LOK 3' x 0.024' x 48- ROOF PANEL SCREEN ROOM TO GLASS ROOM .r i OD%r ALUMINUM COVER PAN OR CONVERSION DETAILS g CONTINUOUS ALIAM fASHEET m p-^. NOTE OTHER POSSIBLE EXTRUSION SECTIONS NOT SHOWN w t8 x SRI CORROSION RESISTIVESEE W V WASHER HEADED SCREW$AT 24' e _ RM WSLA.ATION O.C.ALTERNATE t8 x 518•SMS (D W/Vr DIAMETER WASHER C --' S s W J�a TYPICAL INSULATED PALL NOTES I INSTALL RIGID FOAM P49lLATM MO ALUMINUM ROOF PAN. 2.COVER INSULATION WITH 0.017 PROTECTOR PANEL WITH OVERLAPPM SEAMS, 3.INSULATION PANEL SHALL BE CLOSED WITH ALW4M END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS 4.PROTECTOR PANEL WILL BE SECURED BY N8 x 517 CORROSION RESISTIVE WASHER SHEET ' HEADED SCREWS. S SLEW PATTERN WILL BE 12'ON ALL PERIMETERS AND 24'O.C.FEND ON EACH PANEL. a ALIA,l4M END CAP WILL BE ATTACHED WITH(3)#SxV2'CORROSION RESISTIVE WASHER 6 HEADED SCREWS, OF 7 DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: 1 ---1 ------------------------- ----------------------- i ------ ------------------------------------------------- i ------ ------------------------------------------------- i ------ ------------------------------------------------- Enclosed are the blue copies of the permits. i SINCERELY, 1 $kIILD-TNG INSPECTION DIVISION cc: FILE CITY OF 800 SEMINOLE ROAD - - - ATLANTIC BEACH,FLORIDA 32233-5.345 TELEPHONE(904)247 SB00 FAX(904)247-SMS NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address '"� _ Sineere1y, /l Building Department TEL No t Ft,.WD LAIN DCVCLOpM*r SMFORMATiON T• • at Devrto menti _�tti+� �� �'�h f�.`-1.: .1��'�a�s��- Flood Zones—-..«._r�.nw.•r�.r..+r.««r.rr.r.r Req+utrrd Lowest FAOor C1eVations St building in 3oosted within a tlOod haaarrd some, a survur au,,c be aide AFTER Tate WAS NAB SM P"CAP oertityU0 that thv LOWEST FLOOR =VATZON is equal to or above the Mae flood elevation established Igor that soave. No final inspeotiaw vita be aade awd se eer'WAoste of oaaupancy will be issued "ati1 tke wrvey 1u eA fl'le Wgtk the aaildtnV Department. COMMUTE t ' Applicant Acknoriedfeslatt Y understand that %hW issuance at thio perwit to Oowti#VWMt UPON th* obornr ANdorsa"Oft boinp corredt and that the plods MW OUPPWtA" "tu haw' 60" `sr •haat be provided as rWQW1let9 R Oyr" to 00s011► aitA alb dpplscable provisions of Ordinsnee PON NN•TwAA O"Or laws or ordinanaer attesting thO proposed•de"iOPmOnt. o to � 'j" l � A• t�toaNts• ��t�n�►tvrs,,._ ..r,,,« wr«rv►rrr r�r.... + + rrr..rrrrr.w•w..rwrrru.rrr .wwrwrwawawwrrrwwa.wwrw�rrrwrwrw Department Use . Required Lowest Piper NseV6tA4m . L Aw Runt Lowest FLOW tlewstsew ........«..,. -. survey Hied hath, OulAdUw D"tartownt r�i��:irrrr wa..rrrw�...wraM�.•►�ri«rrr Building Dopar r ent oommistive Patio• 3 ..-"�"�1,"!��.w}.:.^^!-.-,,.yynR .,eti :r;,:,wheF+k7`t°y�+✓ a:,'dre�<sv, w r .v,......o.-a,,.... (titu of Atlantic Ntar4 -- Nfariba atpadmeut of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Fgnil}r AttachedjDtiplexBldg.hermit No. 12761 Group-ist.-fXZMe-- Type Construction _.4P)-=moire District At1ctT tic 'leach 384 15th Avenue South Owner of Building Dean1*'.U, Ie11 Address ff i : r u-•-,-,,- JCCLICr3,,' —H'12233 j 3. JLGJ� Iding Address 712 in tree..._.._ . LocalityA_t antic Beaeh� l_3 _2.3 ._._._ By. DON C. FORD Building ficial Date: ?F_ r POST IN A CONSPICUOUS PLACE ' '"g:e !"x'y5+�'...-......n+or..,^„ _3 ,. e,,, y w•ss^inn++m,,,.-»..,...-.mr•,#n+w�mk.ac.-reR„c�w,*n ... a Grtiftraft of Mccupancu Tito of Atlantic Near# -- Nf ride Epartmut of Nuilbing Inspection This Certificate issued pursuant to the requirements of:Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use classification Single Family Attached/DupleyBldg.Permit No. 12760 Group -frame Type Construction d_ !T-leyfire District Atlantic Beech, FL 322 OwnerotBuilding to Russell ConstAddress 384 15th #V4nue South 710 Main Street A� auc Beaeg, F1' 5 Bo g Address Locality At antic Beach: FL —��7 =�. By: DON C. FORD Building Offici I Date: - G - ' POST IN A CONSPICUOUS PLACE °..... .i..°� ..^j°°°°°o°,►i��..^•,'.a.. o�o(•a .�o °oma °000°°ooa.. ._ ° 1 ° Titu of Atlantic N t a i l a �o <<% ]Department1NuilbingInspectionNx + ° \iThis Certificated pursuant to the requirements of Section8 of the Southern Standard BuildingCode certifying thatat the time/ issuanceI I 11 /c variousordinances regulatingbuilding or useFor thefollowing. Single Family Attached/Dupl ' ItIdg. Permit No. 12761 Use Classification \ o Group W-f 7--qMe Type Construction dupl )Fire District Atlantic Beach 384 15th Avenue South Owner of Building Dean Russell Address jacksonville Beach, F! 322 0 _ l` OingAddress 1 1i� Building dpicial Date: - 04, POST IN A CONSPICUOUS PLACE , ���T�? ^ •� Z,�i� �'��%T� 1 C� °ooa°••,��° •�i; K I a \\% '\�_" o � ,� rT , ' h ' f ° Titu of i� 1 1 1 I 1Inspection f -This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard C ° o I 1 / IIcompliance ^I o various Building I/'ordinances/ I building I ► \ched/Duplenaldg. Permit No 12760 use Classification Single Family Atta w.f rame Type Construction dupl XFire District Atlantic B - ° each, FL 3222- `' Group -IN Owner of Building T),-,qn RusSi-11 CQ Stkddr." 384 15th.Avenue South sonvil each. FL'3 j B Address 71 Main Street Locality AN ntic B f DON C. FORD ° Building Offici I Date:POST IN A CONSPICUOUS PLACE of III cI TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address 1 Qft( 6/0 i� Eraesexxxixa( crreacx�&cxis3�ex�. Please update your records accordingly. J Th y9 ' � Df GvCLERK CITY OF ATLANTIC BEACH /vcb i I r CITY OF ATLANTIC BEACH, FLORIDA APPLICATION ICOR ELECTRICAL PIRMIT (X-,K Tb THE cmu ELEcTMICAL INsrECTOR: DATE;_. !�-/��19 4-00 IMf ORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING TIfE WORK AS VESCniStO IN tNE FOLLOWING, WE HFURY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND $PECIFICATI019 WHII;H ARE A PART IIFRFOF, AND IN ACCORDANCE WITH THE FIECTRICAI. REGULATIONS, CODES AND CITY d? All AN f IC BEACH ORDINANCES--- , ELECT] rill - (I r1�41Y lll��IURNEYNA NAME_, � Xs C i _...._AUUftFM_ 7, / I1�� IIER. ('- APT. I ? comm, ( I rUBLIC I I IND(ig. ( ! NEW (wl OLD t I A RI~W, ( 1 AiyDMUN ( I TPAI(_FR ( �I TFMP. ( I SIGNS ( I _ ..AO. FT. FFIIVICE; NFW ( 'f INCREARF ( I nFPAIn ( I rEa Wq &Ton sIz ____.....__. 00 ra cvrr�Q�n_I_..) nLUM, PUtTC1i Q B_ t E/1KEf� ._ �l/LJ -.6w, 6- '__F►i 3—va .Y.QLl. AAC>t:WAY- --- EXIST.SUIV.SIZE ^�- AMI'S _ rit W VOLT ��- nACEW (EEpE/18 NO. 61tE NO, 61ZE NO, Bitt LIGWING OUTLETS CONCEALED urEN TOTAL nECE!'TACLEt~ CONCEALED OPEN ' _ TOTAL. 9WITCHKA 111MIDESCENT nuonESCENT 84 M,V, ^rPLM11Gll t! 7— �, �� 91:11.tFiANBF AII1 _ Ti P. nATMG� If.r. RATANU C014DITIONINO COMP. KIOTOn_ pmEn MOions ANIrS CELL HEA` i XW-HEAf MOtORB H,r, VOLTAGE fHs NU, 1 n$to VOLTAGE pHs r I RANSrOrIMEf fl; VNC)ER e00 V. UVEt1 OW V, No. RVA NO, lKVA 10. NEON TnANSF. _ No, vn MA! +MaTOn slzr: E11C)1SIGN ronWARDED TOTAL ELEB 11 6 r , CITY OF ATLANTIC; BEACH, FLORIDA A"tvy!by APPLICATION YOR ILECTRICALI PIRMIT To THE CHIEF ELECTn1CAL INSPECTUn: NATE;_,__� IWORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS I)ESCRIM IN tHE FOLLOWING, WE 11MERY AGREE TO PERFORM SAIL) VN ORK IN ACCORDANCE WITH THE ATTACHED FLANS AND SPECIFICATIONS WHIC1t ARE A PART HEREOF, AND IN ACCORDANCE WITH TNF ELECTRICAL REGULATIONSO CODES AND CITY OFI All ANTIC BEACH ORDINANCES, i�CTr1nMi -� ht4�9 �► �_LIllS�i�t�3/►1�3��AIU�3 NAME S 1 S1_���-�--� _ _AO U n E n: p p D.�.,,,gox RI_I>4,SIZE._!__�-�-�v nr..R. t 4 nrT,t 1 comm, ( 1 PUBLIC I ) INDU6. 1 I NFwf-T—'oLD( I.� F1Ew11 AUOITIUN ( 1 , T,nntl.Fn ( ,y JFMr. t I plow; t ) --_-___._-_ .$U. FT. REnVICF; NFW nFrAin ( 1 FE$ 1,LEnt CTon a I z E �..0 _ _I �+rs -� cUrrEn_i_..1 ALUM.��„ 1C, FI on nE/►KEf�_. IUO._©W&_ 1 -m !XIST.H V,SIZE Mrs -- PH _ w VQ1T _ nACEW rEEUEI►$ NU. 817E`! JNCI __...__ SIZE N01 SIZI~ L.ICNTINR OUTLETS CONCEALED Ury,i TOTAL yy nECE"ACLES CUNCEALEU UrEN { 70TAIL �w�TcH�Ke INCANDESCENT rLwnESCENT d M.V. T rIXRb _�.._ ^rtUANCKS �� BELL T7 AN$r, A!n II.P. nATINt3 Ii.r..nAT!140 CONDITIONING COMP,MOTon OTIMI M010118 At,IrS COIL HEAT- KW•HEAtDYFR fi MOTORS H,P, VOLTAGE rH8 _flu, I H11',� VOLTAGE PHS �tISC�E LAt��O S r 7nAN$roRMEt18; UNDEn 8W V. E.OvEn 000 V, _ _ EACII$10H NO. RVA NU. KVA 1+0,NEON TnANSF. No. VA, MA. MOTOn Mr.. ronWAnDED TOTAL t~EI:B CIT'!'6F ' Office of Building REQUEST FOR al ll f? �� �SREQUESTFORIi��Pc ' /J 03 y fi �d i �? Porrnit No. _1_ -74P ) 1 Time A.M. / ,2 � ! � Recewad �--- —�� P.M. Job A dress Locality Owner's n � /f' Con ctorrl BU,HLCGING CONCRETE ELEC PLUM IN M C ANIC rami Footing cz is g, Stab T .,p Pole Top ut N ating fnsulafion Lintel �. Final Sewer u _ ire Place ,. Pre Fab REA -F-QR INSPECTION 'S -Men-- Tues. Wed Thurs. P. `�---- "' - A.M. Inspection Made P.M. inspector Final inspection r� Certificate of Occupancy L- ate CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : OWNER OF PROPERTY : DEAN RUSSELL cnNSTgucT mN_ PLUMBING CONTRACTOR F_ W_ FAIR PT.TTMRTNG CO_ CONTRACTOR' S ADDRESS : P_ O_ BOX 51558, Jacksonville Beach, Fl. 32240-1558 STATE LICENSE NUMBER: RF 0037503 TELEPHONE: 904-241-7191 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED 1 SINKS SHOWERS 2 LAVATORY 1 WATER HEATERS 2 BATH TUBS 1 DISHWASHERS URINALS 1 DISPOSALS 2 CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: 11 x $3 . 50 + $15 .00 MINIMUM PERMIT FEE - $25 . 00 u SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 e 1Q allam t+IT t F B�AIL� CITY OF ATLANTIC BEACH - FR IT 'I t 'C}i 93 TSC N du INFOP ATIQN 14 P+ m t N j * 12 Add ears« " ��Ig ,StT UT R 32233 y3 ins t,r, TYve:WCC �'RAkB B 1 mck« / Twp F rapr�s+�d U*1a«'UUP ZX S art i cab«~ utbd, Rng C Est . U' tl « UC)C) acv. �C « .0, Tvtal ;Flo 53. 5 n uAt Mll low. APL CATICN 'IPZZS ----- PRIT~ 53.50 + 4 F 3 L P, , .• Nim+ , P LU INO IC " F. CRSC i SCH,IP4 32240-155$ ALL CO 'M AND P00 I BR AiT1 Q1ia SIX MONTHS AFTER t3AT OF fLU Ca rUPTAN2 tSH�DM9AlB FA' THfS iNORK MUST�T BE DAN RUBUC;SPACE,ANaMUST BE HAULF.U AWAY S SBA CiTRAC,TCR OR OWNER ' "SUSN,LAV CAN--RESULTIN , V,TH TK MeCHANIC Me TO COMP I "0 KPAYING'Twim. IR i ACCORDiNG TCi APPROVE t3 P!ANS WHICH ARE PART OF TH S PERMIT AND BUWECT TO REV©CATlC)N F©R € A ?LCCABLE PR113F LAW.7 77 rpa 1 111341% fil AT:At�tTtC 8iLC3lf �PAp�1F ' i el CITY OF ATLANTIC BEACH APPLICATION FOR VLUMBING PERMIT JOB LOCATION :- OWNER OCATION :OWNER OF PROPERTY : ^EAs3 RUSSELL f-QNLTRUCTlON PLUMBING CONTRACTOR F w FATR PTfIMBTN (-Q- CONTRACTOR' S ADDRESS:p O BOX 51558 Jacksonville Beach, Fl. 32240-1558 STATE LICENSE NUMBER: gF On375Q3 TELEPHONE: 904-241-7191 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED 1 SINKS SHOWERS 2 LAVATORY 1 WATER HEATERS 2 BATH TUBS 1 DISHWASHERS URINALS 1 DISPOSALS CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES : 11 x $3 .50 + $15 . 00 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: 1` INSIGNATURE OF CONTRACTOR: . vy", ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE. IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 F PSA-30#413053 DEPARtMENT OF,®VII. a CITY OF ATLANTIC BEACH -.. PERMIT I N FORMA.T'I --ON - - LOCA.T I aN INO-M FT I ON -- Permit Number: 13063 �������; 7,10L "IN STREEl�" P�rm1t Type*.XZCKAN'I0A.L A 'LA' "IC BEACH, FLORIDA 32233 'ass of` Wolk:NEW ------- LBO L DESCRIPTION cin tr . T'Y <Hat II FRAME ' Bl oi�k.132 Lot .2/ TwP`. *ropes Use t DUPLE R a+ t ,+ 11 Sub+ ;. £ : Dwwel l :nos : 0 Subdi vi.sii n t SECTION H Est . value: 0 .00 ImPrc►e, Cost: 0.00 00 Amount p� 94«.Btu, 4 11 , tH ,,. - - ...:. Is,pptIC1�vON FEES --,-_-- Mimi, t„,$ PER T 94 0{ ACI ry s0&oa ' t L aOF .ORI 3y m AIR 8FB n AAd,�... ' ' 5� slff.l CSO r ' NOTES: P om�e e� i o COQ / QvQo o��e` oc opo Q o " o` � U tcJ \ch o6EFORE POW11 ' } � d hoc e�� /vvti 'o zco O Suf / `` �`` oa !LACERS IN PUBS IC uR#GE,AND MUST BE " EN LAW CANAESULT IN cl via VOA°� SUILDIt'�V"� �' 1� 1 �7.e! a: / <> THIS PEAMIT AND SUBJECT T4°REVOCATION FOR �3 F O o / c o c 4aj ATLANTIC$ ACFhB�Jli. LL 7� `• BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 31123' APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION OF Street Address: /0 OF Inferseefing Streetst Between z2 *002X4 __And BUILDING liv Sub-dlvislen 11. IDENTIFICATION —To be completed by all applicants . 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 atteclVd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors �S Contractor (Print) e14-Tj Master C �[>•� Nance of +. r ►nsperfy Owner Sit eattlns of 6 weer Signature of W zlihaized Agent Architect or Engineer 111. GENERAL IN RMA N A• Type of heating fuels B. IS OTHER CONSTRUCTION BEING DONA DONON 'I,tEiectric THIS BUILDING OR SITE E3Gu—❑ U E3 NaturaIF YES, l ❑ Central Utility 13 OR PERMIT GIVErtElj O�CONSTRUCTION, 0 Other — Specify• / Gj IV. MU NANICAL EQUIPMENT TO IE INSTALLED NATURE OF WORK (Provide complete list of components on back of this fern) IKU Residential or ❑ Commercial Heat ❑ Space 0 Raceu d )IIE1 Central O Boor New Building Air Conddfoning: ❑ Room Central 6 ❑ Existing Bullding .�'Y• Dvct Systems Materialhhe-g I&f_C_. Thicknou ❑ Replacement of existing system Maatmum capacity am. New Installallo&.(talo system previously Installed) }F ❑ Extension or add-on to existing system Q Refrigeration r 13 Cooling towers Capacity 9,p-ft ❑ Other— Specify Q fins grinklets: Nvmbor of head ❑ Hwater O MonliN ❑ Escalator__.�_(nvmber) THIS SPACE FOR OFFICE USE ONLY ., O.Gasollae Pumps (number) ( dl n 13. 14n1e (number) Remarks .Q LPG confaineK (number) Permit Approved b (' lody Dam e"' i Q Other- Specify Permit Fee r r LI13T ALL EQUIPMENT AIR COND1TlONWG AND REFRIGERATION EQUIPMENT NumberUnits Description Model Number Manufacturer Ca Wty Approving ZI-ellaw le-5 -7 HEATING - FURNACES, BOILERS, FIREPLACES XWxbor VoltsDwri tion Modal Number Manufacturer C(NM) y Approving 6;� TANKS NOW Maay Nast lual C&paclty TYP4 Ldquid Name of Serial Approving and Dlmandoos Contained Maaufaoturar No. Agency PSR-3,{!44 DEPARTMENT OF SU1LDIaNS CITY OF ATLANTIC BEACH L' RM IT I t FC RMT N - LOC TION INFORMATION Prmit Number. 130'54 Address; 712 MAIN STREET Permit Typo.mzCHANIGALL ATLANTIC BEACH, )FLORIDA 32233 ��____ �_, �� TON W Constr. Tape:WOOD FRANEB1Qck:132 Lot'.7/l Twpa 0 d,q DUPLEX 0Rrcpose �n " Dwelin�s. 0 Subdiv sltl .SZCTION H Est . value: 0`.00 'lmprov. Cost . 0 .00 t Total Fib ` t 94.00 Aradunt � ;, 94.00 6, Mlv � APPLICATION FRES -�_- _ _-__ Nsme F IT _94.00 A, d k � � � � � OF�Rn ; L #�1} �L1 CH, is L :7i � �.v�9 y�,���ru yp� •�:{yr 3 e ,'�''m - # le M i •P�` .%ACO P9n .9XhU zi-r .,'r' - x5 `tl"Yi' �, s, s .3 R OR"TIAi llm AI SYS A�dd°r Y 28"1..5 T JACKSON 1� FL,+ORibA 32216 - . NOTES: t i i i NOT1ClE:'—ALL CONCRETE FORMS AND FOOTINGS MUST a INSPECTED BEFORE POURING k PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I 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 `TAILURP. TO COMPLY WITH`THE MECHANICS' LIEN LAW CAN -RESULT IN r THE PROP OWN�a PAYING TWICE FOR, 4-N 1MpI�C�- E�VIENTS." RUED ACCORDING TO APPROVED PLANS WHICH ARE PART CSF THIS PERM tI AND SUBJECT TO REVf' TI N:Ft3R q��� ELATION O APPLICABLE PROVISION'S OF LAW. $4�, Y f` AT,ANTIC BE H BUILD G DEPARTMENT BY: .+ * N 10 P ok 5 Okttie ,� °ca Pace gr t L' gie �M- �.\ doe O` Joe P �I %' Po°9rpoe Fddal E1 1 �emP ON O co Coo CP d \aaFOR OSp�G�\ ��lls NaG��p\XAG S�?bet REppM \gat t�SPe`o1 O°c JPa�cl - E5 aR 0otm0 Geiut ca JJ BUILDING A ,alON APPLICATIk riANICAL PERMIT CALL-IN NUMBER IMPORTANT — App _,nt to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between /o`G`f ��t�'_ And— BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants . 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 Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors ©� Contractor (Print) Iq I �t� Master Name of Property Owner Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A' Type of hating fuel: B. IS OTHER CONSTRUCTION 13;Zpr ON Electric THIS BUILDING OR SITE? / ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT D Other — Specify IV. MIIICHI NICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of component:on back of this form) `P Residential or ❑ Commercial Heat ❑ Space ❑ Recessed*Control O poor J New Building Air Conditioning: ❑ Room Central I ❑ Existing Building Duct System: Material Thickness ._ ❑ Replacement of existing system Maximum capacity 149� c.f.m. /" New Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Other — Specify ❑ Cooling tower: Capacity q.p rn. ❑ Fire sprinklers: Number of heads_ ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑ .Gasoline pump (number) (Reooived) ❑ Tanks (number) Remarks ❑ LPG contains, (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Dei+ Q Other — Specify Permit F.. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Modal Number Manufacturer (btu) Agency 1276,0 . Fk t4 C#tY OF�►'tIr J�N�•IC BEACH «.- �: .. PIM ' ` R� ' OR ------- -3�CCATION IR FOPAAT I Off# ':�IN STRELPT Permit Numb+�r. ' rf�t��yj �1+y 7,6 Add���a�. 0 �p *� +� w� $erit►lt 'T� .I C'C .irA' t ATLA tjc � CHt FLORnx=32233 ;Pe it Type.NL�i� �.. ���, .�, tZoAL DUCRIPTI�ON ---------- ,. " �Tistr. 'I` + l .WC `R� CF . + Tip. . Proposed U,%e*.D,1UPLEX 4 $gotigjj . 0 ZubdsTION �� �► �." Es t . VIA We: �. 0'. 0 �. improv. Cflst. 54 ,$63' 00 ggg Total Pe Via: , 3.132 . 6+6 K.., Amaurt ,.132 . 6E I' REQ I RRC Asir 12 66 y f�{ IT, 435,.:00 eta RTi+, +lei �, 'SJ LOR IDA I f • RADON CA» Q.3 2 i" ;Int . t3. CAP'IT`AL I i P�J� .3�5r`. "0 }1C1?CSbN 322 54 CRO II FsN �',t°�.����IT W 10 3 Lao t Q > p. / 6QO . C' H IMPACRl i7 �r °13 t i� "RCR ROR 1.70 • 7 q � r ' t W3 - Z, 141��rl .'ALL CONOWTE "AM,1:000NQ$ 6���III ofj]S MUMQ 4 w< PERMIT VOID SIX MONTH AFTER RA7 " .�$UE Q �,. .. •r � .3 .: "w.fid; � ., *� ,: ,' �� tV MA'1 RIA�L,RUBBISH AND,pmt 1 + A THIS,WOM MUS' !�'. -"F.O IN PUBLIC SPACE,AND WAijE T ' ..� ., UP dR NAULE AWAY SY> Ct #TRACTOR OR O1 filirR"' ;. v " ww NG,T0 r pP4 JWED WHICH ARE PART of THIS PER �ANU sU�I�GT TO Rt*1JOCAT+ria�oR MEQ k k� e TS 1 r, y■j� (',,iv OF ATLANTIC BEACH c " i a R yy w 3, u Y r t B V H J 75, :,. .. E 1 � N � 0 4 , _� ��� - -----.. LOCATION INFORMATION' + rm t N or, 12'Y61 'Address t" 712 .14AIN STREET a .,Permit T + UPLEE 'FLORI 32233 of W�r1 : EW L3AL °IES+CRIPTI'Qi onstr. TYpe:WOOD FRIME. rtBlc�ck:132 & ► / . ed Ude DUPLEX ctici Q ubd £3 Irt . :Valois; Q,tit? Prov. Cost* S�, 563.flt? . Total `;Fe � 3,132. 66 Amount .132.66 s `t ;TV �.� TION AIICR ' Ci� i P T 435 .00 Aldr 3 S. WATER " SEE 394 .40 C1 , ` 'L51moi4 RAISON GAS-HI R.S. 6.01-7 t RKA ' --�..- RADON CAS � ��.U'. 312 1Att�► L. C# ItO CO.. crt rat �� SEWER, 0 .00 EAC 1 32254 CROSS c6:0 ECT�t�tu 35.f14 i 0 is : / SEC R 114# OT PSI~ 644 .44 w , C�?I�; ;t3 CHARGE S. 4; 3 71 x � � re ( 14-'ALL1 NCIW F~AND FfltY['lI+�G &W$T BE'�RE01* SOONP IRRM 44 PERMIT SIX.MONTHS`AFTER QATI TERIAL„RUBStSH ANi�QIxSRl:i RC ut THIS FORT MUST NOT, fill PURL fC SPACE,AM[5 AA T E LED AWAY 3Yt&H# cONTRACT©R OR OWN � # MEC ► ' . ' t "�• •: + �. �s ' C71ECt ?R N r• APPI VE0 PL RICH A14 PARC CF THIS PEt?tA�t ��tND�3Uf�JIRET T4 REVQCATtt�N FOR, `��I t E I�Rttt61 fir. 1Y rM� 1 ;$ .. ��' r., i�t �>_._r1r Su#._,». ...„ .._ _e ..", Guca.as h•+•sv�.� 'kr'��' _�� �....�• £, �_ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET _( Address f A- (A) Date 1 e Heated Square Footage / @ $_3 `� Qa per sq ft = $ /Garae/Shell@ $ per sq ft = $ � Carportkforch! _@ $ / 3.0La per sq ft = $ 7 2 3 Deck �� @ $ per sq ft = $ 0 Patio @ $ a per sq ft = $ O TOTAL VALUATION : $ 6 — �. � o"Z(ao.co0 $ .2661,06 _ Total Valu tion 1st $--�O, d00 � � � l an oo $ A0.00 Remaining Value $ d0 per thousand o� portion thereof TOTAL BUILDING FEE $ 0 0 + 1/2 Filing Fee $_ 60 ( 1 ) Fireplaces @ $15 . 00 $ — BUILDING PERMIT FEE $ .3. 00 WATER IMPACT FEE $__��. SEWER IMPACT FEE $ iaC-1)_to WATER METER/TAP 4. CAPITAL IMPROVEMENT SEWER TAP $ _ ( la&6) RADON (HRS) .0050 $ ,32 SECTION H PAVING ( 4f0f ) $ o" HYDRAULIC SHARES $ CROSS CONNECTION $ s (1.146) SURCHARGE . 0050 $ 70 OTHER $ GRAND TOTAL DUE $ c3 l 2 • 6 (° ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign_ Finish Floor Elevation Survey_ ; Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH PcERMIT CALCULATION SHEET Address � 1-- f �✓ Date le _ + 5- ^ a, n Heated Square Footage @ $ per sq ft = $ � $ _per sq ft = $_ Carportt6- ch). _@ $ / ;i 7/0 - 7/Z- -L � OF�� ^.'.�: ^�� iiesidential Compu,e��t ! resc� i�tive �.athoJ A >/O��6 `Pk[�J��i.T N��:`!E: __L���T� Di�Fi-EX | BUILDEK: DEAN RUSSEL ` AND ADDRESS: � ���� { PERM ITT1CLIMATE | OFVICE: 0ONE: 1 | __| 2 | _| 31 _| OWNER: � � | PERMIT NO, | JURISDICTION NO. 1. New construction or addition 1. 1"! Construction ____ 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 4. ............ _ 5. Conditioned floor area (sq. ft. ) 5. 1258. 00 ' ---- 6. Predominant eave overhang (ft. ) 6. 1. 33 ................. ` T. Porch overhang length (ft. ) T. O. 00 S. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osqft 131. 00sq4t D. Tint , film or solar screen 9. Floor type and insulatzon: a. Slas on grade (R-value, perimete/`) 9a. R= 0. 00 , 145. 00 10. Net Wall type area and insulation: a. Exterior: 2. Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 863. 0Os'�ft____ a. Adjacent: 2. Wood frame ( Insulatzon R-value) 10a-2 R=11. 00, 1O2. 00sqft____ 11. Ceiling type area and insulation: a. Older attic ( Insulation R-value) 11a. R=19. 00 , 140. 00sgft____ a. Under attic ( Insulation R-value) 11a. R=30. 00 , 12T4. O3sqft____ 12. 0r distribution systems a. Ducts ( Insulation + Location) 13. Cooling system 13. Type: Central A/C 14. Heating System: 14. Type: Heat Pump 15. Hot water system: 15. Type: Electric EF: 0. 93 ____ 16. 00ot Water Credits: (HR-Heat Regovery, 16. DHP-Dedicated Heat Pump) ` 17. Infiltration practice: 1 , 2 or 3 17. 2 18. HVAC Credits (CF-Ceiling Fan , CV-Cross vent, 18. _ -- HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 1VEPI (must not exceed 100 points) 8 19. 9T. 9 a. Total As__Built points 19a. 24935. 88 ____ b. total Bass points 1Fb. 25451. 25 ____ '----',---....................................-_---_-------_---_'_- -_-- _----_-------_-_--------_-_' ------- '----------- -------------------'--- ------ - - ----------'------------- --'---- I hereby certify that the plans and i Review of the plans and specifzcatioos speci �icatzons covered by this calcu- ; covvred by this calculation in'�irate� lation are in compliance with the | com� lzance with the Florida Enerqy Flo/ ida Energy Code Co:e. Before construction is completed / this buildingwill b inspected f wz e znspec e or PREPARED BY / compliance in accordance with Sectio'' DAYAK :........____...................__...............L/ . ........ ..... { 553. 9O8 F' S. ' I hereby certify that this building � s | in compliance with the Florida Energy � Code. � ' GWNER/AGENT:___............_........_................_____ _ ____ _ / D�rE : � �� -^��� -. 4� «�~ --- -/--- --~~�- _--------- -'------_-_'--- ----- __------y'~^-�-��'--y-�--_- '- --' -- / ICE COMPLIANCE CHECKLIST ** REQUIREMENTS FOR EACH PRACTICE CHEQ PRA 1 OUT ' 606A COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. _---���--------------2------------------------------_------_-'---_----_------__- Wi d 606. 1 Maximum f 0. 34 CFM per linear foot of operable vavh GLA3S-.......-.......-...................... ... -- � ORIEN AREA x BSF,M = FAD INITS | TYPE Sc ORIoil ApEA x SPM x SOF = P�I�TS �...........����....� ....................... .. ...................�� .......�� ....��...... ��������........ �������............���_��������������..... � NE 10. 00 65. 8 658. 0 ! DBL CLR NE 10. 0 5T. 7 . S9 511. 7 ` E 61. 0O 65. 8 4013. 8 1 DBL CLR E 1T. 0 T9WT . 89 12O8.9 | DBL CLR ' E 2�. O T9. 7 . 94 1804. T | DBL CLR E 2O. 0 T9. T . 95 1513.6 SE 10. 00 65. 8 658. 0 i DBL CM SE 10. O T9. 1 ./]6 682. 6 S 9. 00 65. 8 592. 2 | DBL CLR S 9. O 66. 2 . 71 421.5 W 41. 00 65. 8 ~697. 8 | DBL CL|O W 25. 0 19. T . 93 1846. 8 � DBL CLR W 16. O 79. 7 . 86 1100. l -----------'-........... .................. --................ '... ................---- --...........---................................... --- ---.......................... --.......... ....... -- . 15 x COND. FLOOR / TOTALGLASS = ADJ. x GLASS = ���/� G/-ASS � GLASS AREA AREA FACTOR POINTS POINTS --_'_--'--............... .......................... --............. -_--- ........ -...... ........---........ ........---_-- --..... ...........-............------...............-- . 15 1 ,258. O0 131. 00 1. 440 3,619. 80 9,089. 89 NON GL�SS......-.................. .............. � AREA x BSpM = POINTS 1 TYPE R-VALUE AREA x SPM = PUINTS ------------------------------------------------------------------------------- WALLS---------------- | Ext 863. 0 . 9 776. 7 | Ext Wood Frame 11. 0 863. O 1. 70 146T. 1 AM 102. 0 . T 71. 4 1 Ad Wood Frame 11. 0 102. 0 . TO T1.4 ' | DOORS---------------- | Ext 20. 0 6. 1 122. 0 | Ext Insulated 2& O 4. 10 82. O Ad 18. O 2. 4 43. 2 1 Adj Insulated 18. 0 1. 60 23. 8 | CEILINGS ----------....-- � i)A 1258. O T54. 8 � Under Attic 30. O 750. 0 . 60 450. O | Under Attic 30. 0 524. 0 . 60 314.4 | Under. Attic 19. 0 140. 0 1. 1O 150. 0 | FLOORS--------------- � Sib 145. O -37. 0 -5365. 0 | Slab-on-Grade . 0 145. 0 -41. 20 -59T4. 0 | INFILTRA7ION--------- | i258. 0 8. O 100�4. � � Practice w2 � 258. 0 8. 00 1006�. 0 7OTAL SdMMER POINTS | 18,883. 56 it,T4T. 59 TO|AL x SYSTEM = COOLING | TOTAL x CAP x 0]CT x SYSTEM x CREDIT = COOLING SCM PTS HULK POINTS 1 COMPON RATIO MULT MULT MULT POINTS ------...........................................................................................-...............- .................-........... ............................................ -'-..................................................................-- 18,883. 56 . 3T 6,986. 92 1 15, 747. 59 1. 00 1. 070 . 340 1. 000 51728. 9T =============================================================================== GLASS---------------- | GRIEN AREA x BWPM = POINTS | TYPE SC ORIEli AREA x WPM x WOF = P0IaTS -...........................................-........- ....... ........................-........ ................................... _-......................._ ............................................ .......................................-................................ NE 10. 00 -10,6 -106. 0 1 DBL CLR NE 10. 0 4. 6 1. 29 59. 1 E 61. 00 -10. 6 -646. 6 { DBL CLR E 17. 0 -9. 2 . TO -1O9.6 | DBL CLR E 24. 0 -9. 2 . 83 -183. 9 | DBL CLR E 20. 0 -9. 2 . 85 -156.2 SE 1O. 00 -10. 6 -106. 0 | DBL CLR SE 1O. O -22. 7 . 86 -195. 9 S 9. 00 -10. 6 -95. 4 | DBL CLR S 9. 0 -28. 4 . 81 -206.4 W 41. 0O -10. 6 -434. 6 | DBL CLR W 25. 0 -9. 2 . 79 -181. 3 | DBL CLR W 16. 0 -9. 2 . 63 --..........................................................................................................--............................----....... ....---- .........-....... ............... ................................................... ----- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x SLASS = ADJ GLASS | GLASS AREA AREA FACTOR F'OIWTS P :)IN7E INTS --..................................................................................................................................................................................................--...................... -................................------........... - . 15 1 ,258. 00 131. 00 1. 440 -1 ,388. 60 -21000. 22 | NON GLASS------------ | AREA x BW�M = POINTS | TYPE R-VALUE AREA x WP�� = POIN�� ---------------------------------------------------------------------------- --- WALLS---------------- � Ext 863. 0 2. 2 1898. 6 | Ext Wood Frame 11. 0 863. 0 3. 70 3193. 1 Adj 102. 0 3. 6 367. 2 | Adj Wood Frame 11. O 102. 0 3. 60 367.2 � DOORS---------------- � Ext 20. 0 12. 3 246. 0 | Ext Insulated 2O. O 8. 4 168. 0 Adj 18. O 11. 5 207. O | Adj Insulated 18. 0 8. 00 144.0 | CEILINGS------------- | UA 1258. O 1. 2 15O9. 6 | Under Attic 3O. O T5O. 0 1. 20 1 Under Attic 3O. O 524. 0 1. 20 628.8 | Under Attic 19. 0 140. 0 2. 00 260. 0 | FLOORS--------------- | Sib 145. 0 8. 9 1290. 5 1 Slab-on-G/ade . O 145. 0 18. 80 2126. 0 | INFILTRATION--------- { 1258. 0 T. 4 9309. 2 Practice #2 1258. 5 7. 40 MAL VIN7ER POINTS | 12,827. 88 | 16, 6*9. 99 TOTAL x SYSTEM = HEATING | TOTAL x MP x MN x SYSTEM x CREDIT = HEnTINS WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POIN /'S ................-- ...................................................................................... -'---................................... ----------.................. ----..............--........................ ....... ...-- 12,82T. 88 . 55 T,055. 33 | 16,649. 99 1. 00 1 . 070 . 4T2 1. 000. 81408. 91 =============================================================================== r=============================================================================== NUM OF x MULT = TOTAL � TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS | RATIO MULT ------------------------------------------------------------------------------- 3 3803. 0 11 ,409. 00 | 40 . 93 1. 000 3599. 3 1. 00 10 ,798. 0O =============================================================================== SUMMARY ******************************************************************************* =============================================================================== COOLING HEATING HOT WAR TOTAL | COOLING j�EATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS + UKTS + POINTS = POINV -------------............... --................. .................. -.......................................... --'-------- ------------- ---------- 6986. 9 7055. 3 11409. 0 25,451. 25 | 5729. 2 8408. 9 10798. 0 24 ,935. 8S ***************** * EPI = 9T. 98 * ***************** Fa' `�e�.', �e`� zn �orxation of t|.c [ [ I rating �xonber dr Mr any ITEM listeA Aask your Builder for EPA- 98. 0 DCA Form 6O0A-93 or Form 60OB-93 O 10 20 30 40 50 60 75 80 90 100 | ---------------------------------------X- | The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS— . . . . . . . . . . . . . . . . . . . Double Clear | -------------X------- | INSUL4TION. . . . . . . . . . . . . . . . . . R-10 R-3O Ceiling R-Value. . . . . . . . . 28. 9 : -----------------X-- � R-0 R-T Wall R-Value. . . . . . . . . 11. 0 -------------'-----X| 4 -0 R-19 Floor R-Value. . . . . . . . . 0. 0 .............. -................-....-.......... -........ | AIR CONDITIONER. . . . . . . . . . . . . J. SEER 1T. O SEER/EER. . . . . . . . . . . . . . . . . . 10 ,*--------------------| 9. T EER 16. 0 HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric COP/HSPF. . . . . . . . T. 2 | -X------------------- | 0. T8 AF�E O. 9O Gas AFUE. . . . . . . . . . . . 0. 00 | --------------------- | WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . O. 93 | ------------X-------- | O. 54 0. 9O Gas EF. . . . . . . . . . . . . . O. O0 | --------------------' | 0. 8O SolarEF. . . . . . . . . . . . . . / - -'-----------' - ----- | JiHER FEATU8ES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Add ress: ' _Signature: _..........Pate: ____ City/Zip........................... Florida Energy Code for Building Construction - 1993 nda Department of Community Affairs FL -EPL CARD93 File name: ` Job #: 1258 Htg Clg For: DEAN RUSSEL Outside db 32 94 ATLANTIC BEACH Insi�e db TO T5 1258: DUPLEX Design TD 38 19 Daily �a�ge - M Inside Humid. - 50 By: Air Flow Designs Grains Water - 49 5615 St. Augustine Road Method Simplified Jacksonville FL 32207 Const. qlty Average (904) 398-5866 Fireplaces 1 HEATING EQUIPMENT COOLING EQUIPMENT Make CARRIER Make CARRIER Model O. 0O kW Model Type elec Type ashp Efficiency / HSPF T. 2 COP/EER/SEER 10. O Heating Input O Btuh Sensible Cooling 19740 Etu{ Heating Output O Btuh Latent Cooling 8460 Btuh Heating Temp Rise 0 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFU Htg Air Flow Factor 0. 042 CFM/Btuh Clg Air Flow Factor O. 065 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 80 ============================================================================ ROOM NAME | AREA | HTG 1 CLG | HTG | CLG | SQ. FT. | BTUH [ BTUH 1 CFM | WK ============================================================================ �REAT RO3� | 261 1 5446 1 3320 | 227 1 230 LAUNDRY | 55 | 1631 | 556 | 68 | �6 BEDROOM 2 | 150 | 2129 | 851 | 89 | 56 BATH 2/5ED4OOM 3 | 270 { 2618 | 1144 | 109 { 75 MASTER DEDROOM | 185 | 4570 1 3197 1 190 | 209 KITCHEN | 247 1 5994 | 4945 { 250 | 324 MASTER BATH | 90 | 1616 | 1075 | 67 | 7O ============================================================================ Entire Howse d | 1258 | 240GO | 15227 1000 | 10N0 Ventilation Air | | 8444 { 1756 | | Equip. G 1. O0 RSM | � | 170q2 L7tent Cooling 6519 { | TOTALS | 1258 | 32448 | 23561 1 1000 | 10OO KA�JAL �: T�h Ed. RIGHT-J: V2. 12 c000aaaaaaaaaa TEL "+o .2475805 Sep ,'a 12 20 No .009 P .02 { CITY OF 4Mtaft &4d ls'i 1'l1 t+$§ , 06 8PAMOti ROAD ATLANTIC u'K,i aLak=M_M4 PROPERTY DESCR I PT IOX _ TBLlMNL Abe 204M . Lot #Z-4 , Block # )-'Z, Section # U Subdivision: _ Street Name DESCRIPTION OF WORK or Address:__ rAR\yj If in a FLOOD HAZARD Flood Zone: L area complete page 3. Brief Description Class of Work: (Now/ Remodel/Addition:_ - ZONING INFORMATION Tyjpe�^o 1f .� �Construction: LAl.i r...�.rwrrir rte. Zoning �!N Proposed District :____ Use: 1UN�� Soh +�tM��� Estimated Valu* $,. laZI,006 Exceptions or Variances Material s: Granted: solid or Filled Ground:, j L, toof: Method of H*a t i n 9 OWNER INFORMATION Property Owner:- —Phone: _ Phone: ., Mailing Address �W _....Zip•_ _... CONTRACTOR INFORMATION Contractor: Phone:_C104> ZLIL SSSLZ Mailing _ Address: 2L) ., S 4jF, .__._�....�.� L .� F74�:_...� zips. Expiration '' 1 License Number : C�'C01 ()G Dat*:_ E 8 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 HERE'rN 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 Cr CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAI: :HAT THE ISSUANCE OF THIS PERMIT IB CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature - Date 1(1_� 9fi CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OFNATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONVECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) l "2 WATER CLOSET WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) _SHOWER STALL DOMESTIC (2) 1 _LAUNDRY TRAY (2) .;_,_LAVATORY (1) — COKBINATION SINK AND TRAY (3) r WASHING MACHINE (3) > _POT, SCULLERY SINK (4) :y DISHWASHER (2) `� WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) DEAL LAVATORY (1) KITCl= SINK WITH WASTE _D ENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL. WASHOUT (4) _ _FLUSNING RIM SINK (B) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _^_ORINAL, PEDESTAL, SYPHON JET ' DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY t ICE MAKER (1/2) S -`SHOP (2) SURGEONS SINK (3) _ LAVATORY. SURGEONS (2) r^ JACUZZI (2) C) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS_ ';� �' $20.00 EACH s . JOB INFORMATION CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR SACK WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) JAL WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER (2) URINAL WALL LIP (4) s _SHOWER GROUP PER HEAD (3) _FLOOR DRAIN (1) _SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) i 1 LAVATORY (1) _COMBINATION SINK AND TRAY (3) 1 ( WASHING MACHINE (3) _POT. SCULLERY SINK (4) DISHWASHER (2) �` 1_WASH SINK EACH SET OF FAUCETS (2) ITCHEN SINK (2) 1? __� DENTAL LAVATORY (1) XITCNEiM SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) !r _ ZIDET (3) URINAL STALL, WASHOUT (4) a tLOSHING RIM SINK (a) COMBINATION SINK AND TRAY WITH "" —FOOD DISPOS. (4) ---tURINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) E:U UT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) } -----..,—LAVATORY, (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS_ /� �J. 0 $20.00 EACH s ? JOB INFORMATION +904-241-2028 UEHN RUSSELL C-OHST 479 F'02 OCT 17 '96 03:56 DEAN DNSSM NONST IMON,INC. 384 15th Avenue South Jacksonville Scaoh,FL.3225() Phonc 241.3334 fax 241-2028 October 16, 1996 City of Atlantic Beach 800 Seminole Road Building Dept. Atlantic Beach, FL. 32233 Dear Don, This letter s to certify that all truss systems associated with duplex models A,B,C, &D on Main Street in Atlantic Beach meet or exceed the 100 MPH wind loading requirements as specified by the S.B.C.C.Y. Than you, kDea(nLRusw/]L DWR/ww �UJU07 Pue �utip�►n8 9 1 1! 9661 f -7 7 1 -"—. 177.4 , FOR RECORDER THIS INSTRUMENT PREPARED BY: Book 8463 Pg 1102 Barbara J.Lamb WATSON do OSBORNE,P.A. 208 Ponte Vedra Park Drive,Suite 101 k a 8463 Ponte Vedra Beach,Florida 32092 g: 96102 O iled 8 Recorded 10/21/96 RECORD AND RETURN TO: O1 s0s 44 P.M. la,.,,,p� � CLERK CI COOK (tO Att4 LERK CIRCUIT COURT V ECALfCOUoTY, FL NOTICE OF COMMENCEMENT (PREPARE IV DUPLICATE) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: The South 10 feet or Lot 5 and all of Lot 6, Block 132, SECTION 'H' ATLANTIC BEACH, according to plat thereof as recorded in Plat Book 19, page 34 of the current public records of Duval County, Florida. General description of improvements: Construction of a multi-family unit consisting of two single family residential dwellings Owner(s): Dean Russell Construction Inc. Address:3941Stb Avenue S..Jacksonville Beach,FL 32250 Owner's interest in site of the improvement: Fee Simple Fee Simple Title Holder(if other than Owner): Name:Same as Owner Address: Contractor, Dean Russell Construction Inc. Address:3941Sth Avenue South,Jacksonville Beach,FL 322SO Surety(if any):N/A Address: N/A Amount of bond:$0.00 Lender: Peoples First Community Bank Address:2305 HWY 77,P.O.Box 29SS,Panama City,Florida 32402 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name: Peoples First Community Bank Address:2305 HWY 77,P.O.Box 2955,Panama City,Florida 32402 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b),Florida Statutes. Name: PPeoples First Community Bank Address:110 AIA North,Ponte Vedra Beach,FL 32082 Expiration Date of Notice of Commencement is day of 19 Dein usselll Construction nc. DeanPresident STATE OF FLORIDA COUNTY OF ST.JOHNS The foregoing instrument was acknowledged be me this 1Sth day or October, 1996 by Dean Russell, President of Dean Russell Cogpp inirz hQ oft oration. He/She is Personally known to me or has produced L'.►i C! J 1•`7. as identification. Notary Pu to and County ai otary ture a or BA SARA I LAMB Notary Printed Signature (Serial No,,if any Y P� BARBARA J. LAMI! AV COMMI6SION K CC 373618 EXPIRE JUN 26,1998 ATLANTIC BONGING CO.,INC. Paes l fere eeftwe by Awlem.Md Rel WETS System,ins. f•ua31364 to NT42"D 12788 WAR" SWI� CITY2F�TIC€4EACH A.M lMMrt yR ITTNFOt3f"MAti Vy - _-- MOC4Y10 N y ♦VN Permit Number: 1270 +Yr Address a 710�­ 7.12 MA TtEET Permit 'Type:FOUNDAT10EN 41VLX ATLANT BEACH, FLORIDA A 32233 C'JAS3 of work:NEW -'- LZOAL LZSCRIPTIQN bnxtr. TY"Pe000D, FAAKE B1ock: 1'32 t /1 Twp 0 6posed Vie: UPLEX section-." ti.., ubd Rng. a renin : '' Subd2V�,'« ion+SEC '��N ESt , 'Value. 0 .Qdo -ImprovCea t. C? .t3ij Total a 25.00 °} m unt 25.00 99 rep Bgphi g. ­jw rv. _ APPLICATION FEES ---------- 14 __ -- N PERMIT 25.00 A6I1, FL .3 a 3, it 0R MAT r 415 THI STREET Ci SC'1N BERCI FL 32250 s C Exp: f } NOTICE ALL Cil tMFOI AND FOarINQS MUST SE INSPECTOO BOOR9.Pt'I<MR40 PERMIT V4td SIX MONTHS.AFTER GATE'OF Issue Sj�L61140,MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLrAOE®tN'PUBLIC SPACE,AND MUST BE E 1 6 LIP AND HAULED AWAYBY EITHER CONTRACTOR OR OWNER .01COMWITH "THE 1 E HA ` UES LAVE CAN i UL'T 1N- D ACCORDING TES APPf(OVI:U PLANS WHICH ARE PART©F THIS PERMIT ANDS#,JECT TO REVOCATION FOR, NIE L 3N OF APPLICABLE PROVISIONS OF�AW, ice« i4. WE Cfllt #TIC BEACH BUILDING. CYT W3aifl� { 5. i 00 X11'1'iW j��IC BEACH . PI tI' ;` INI`O kI�TIOIC .. _ ... ,t .... . LOOTI014 1N°�Ol�kIAT�ON w P" NUaj.ber: 12f3 7 .Address : I" �I'� ST��."T AT IC 11 1m LORIISA 3223,1' In t TyV* PLvmSINE L �3AL �' { cif t or C`�W ....,»... --- . �...«�,��.... is 4OOlid ,4Sc T.i Wp �L .kr ii.a 132 i #;6[ or, sod tT; e:z tJ? L1 X Section* 0ub� � ���� � E # . UaluOt3 tota 3r q � ! dpi } .w■r}�i y�y{�' ON it ft }* A L I CAT- 10 Yi w+wu.�+...s..4 j+iy. S3.5 Roe 414"r It ORIDA 32 tl .♦ i Y ,i w . 'tip r t a i t 4 N! LL. �F IRS AND F0=H=IWt BE 1NII G`�I B P li i {NGi I IT VOID SIX MO"S AFTER©ATE OF ISSUE i" F I # Nta MATERIAL.; _RU AND DEBRIS FROM THIS.WORK MUST NOT BE PLACEP�N PUBLSIC SNIP*F AN©MUST�� O UP AN► FiAULEm Atfi'�' `EITHER CONTRACTOR OR OWNER fj jjeN LAM EWLT IN WITH NC FORTHEIr r:' :,r,r OEM WIMIN �E I " WkD ACCOA611 'T4 APPROVE1.)PLANS WHICH ARE PART OF THIS PERMIT'AND SUBJECT TO RE C3C Ti 1 FOt L TI I f AP LICASI.E' 3YISK31d8 OF;LAW. , IiJtTIC BEACHUILIINC3PEPA T w I f f L f � I I I I I I f I I I I I 6 ► 5 4 3 2 } I MAIN I f�. L� _. o �_ s i � 3 I I