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Permit 330 Garden Lane CITY OF ATLANTIC BEACH s1 800 SEMINOLE ROAD ' ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 j�jW , Application Number . . . . . 10-00000267 Date 3/11/10 Property Address . . . . . . 330 GARDEN LN Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------- Application desc 1 cu 1 ahu ------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WALSH, BETTE L. AIR ENGINEERS INC 330 GARDEN LANE 2815 ST JOHNS BLUFF ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-2333 ---------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 9/07/10 --------------------------------------------------------- Fee summary Charged Paid Credited Due ---------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91. 00 91 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- BOp SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5045 BUILDING-DEPTGCOAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS; 12.IS THIS A SUB PERMIT: 3.DATE: 33NO ❑YES PERMIT#: �2 y1/ O PROPERTY OWNER: 4.NAME 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 8.PHONE: Re-770 04) �3 MECHANICAL CONTRACTOR: 7.t4AME OF COMPANY: e.AQDRESS.: 9.STATE OF FLORIDA LICENSE NO: 10,CELL PHONE: 11.FAX NO.: 12.EMAIL ADDRESS: _ 13.OFFICE HP.W: 14. C.c' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. ARI# 9a 33 P CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.BUILDING: 17.SERVICE: 18.CURRENT CODE: ❑NEW INSTALLATION ❑NEW SIDENTIAL ❑'07 FLORIDA BUILDING CODE- e REPLACEMENT OF EXISTING SYSTEM EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑SPACE ❑RECESSED CENTRAL ❑FLOOR BURNERS: 20.AIR CONDITIONING: ❑ROOM ❑CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: ch 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑PUMP ❑WELL ❑PIPING 29.GAS PIPING: OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31-COOLING EQUIPMENT: AIR CONDITIONING,REFRIGERATION EQUIPMENT,CONDENSORS ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY O 32.HEATING EQUIPMENT: EF FURNACES BOILERS FIREPLACES AIR ANDLERS ET .UM A IN UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 33.TANKS: -APPR NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Applicelon Mach:REVISED:1211812000 nn � l� 2 I PLICATinN I N MAI M JNTY P110l1 Ja01YN'IMM I dfNY lass ACTNv 1 C 'T /1/ J � �y•Tr i�p to ' .indirdM I frilay 1MN O walk fan oarlarmbd D mw%a F DDD fto RUII JJfq�Na MwIXAb I WIJAIIWAYU wdl:...ia(D) (.L.(D)—t&A at Aly dnv-a11..wr.ir i nwnnvrwan. ARIF ��L/4 7 it,raill"AlIft 07. I A( T –' – V AL Yt nRnA I I11 f HNtf IXWL- Cr�CFtncfEMCNiT or 00^nNr.r;Ytn l-N k74ti11NL'i p coMAnBR.cIAL MF ANN'AI 0 A 7BMTION I ADOMON TO Vn T.TCAWU I O REPNRO LTTk1ER _ AuywtW "3t3sew tU.MGT: ❑spACC I f Idi:I Ixw YI .FMRAL'— (3 FLOOR BURNERS 2111.AIR CONDITIONING: I.11400M O GENTPAL —C X).DUCT SYSTEM: MATERIAL THICKNF,i i _ MAX r.ApArSITr dm 22.C.LrRGLP.ATNTN• MAX CAPAC(T(. u1n) cy—rd NO.TCMF.R: RAPACITY: pm 24.FIRE 6r"WN .ER: 14UMOW,ttl I D Al!> _ 26.UFTSYSTEM: I.LLVKfUrt. MANUM WCALATOR• At fill 1111 f: ]ti.CCIMM6 CSAL HC1t)1n NUMBER • _ ,.. R LACG: PREFABRICATED: MAH INKY• ; 4O.IRRIGATION: 1:7 PUMP 0 VW-LL I 1 PIPIMi VW.QAU I IPINC a OP MTI IT-Ir U wu;iwlk_. O GAS WATFJv HFATP R'. yU.CirllElt-tif'EGIFIr: ' UNAM nun+P,ew POA,I ROOM PRPamI1NIYaaa6.11fATE CIMOM 1Yt OOA1N WG1'C RC AIItr Pn"dIWF71ITFJID: 1.L• ..0/tWMmbw.. J,yvwJYlK"IfG R N rrwnrurinR MPRtA%tNti oPutars t,Lc{iw/�176P1 W.Ws.8 LNNIFACTunm ,- .0 a EKLY l aasw� 1 A/444 A7A�t ruwu��Ma erc nrt.tror,nON YC[ 11 JA UFACTUROt all IJLnpr 11' AR _. TrPF)KMIIb..., NU.NIJI GLtGN9 CpfTNM MWUFAJ;T u1M 90i i! A I IJLVI.TNI•aIIMnP/Nrnlrse lV:w�nn ISAIYNYd Z00 'd IOPOMP06 °N XV3 S633NIDN3 d I V wd 0010 ION OIOZ-OI-PH 2915 ST,dame lu nrltn 48CR30MIC.Fl=46 Plwnu:"4)64I 3248 Par(904442-0401 Air Enginuors Ta R'l�nN � C U PA _.1(/ from: ( ,4 Fac FAAC71-... D. .. Re! A,)gL s-N s •c r.i . CG X 1h ywIt D IF-Rovi— U Plan=common! O Pleme Reply Pt Plea ye Rewelr 1'11 (.✓ r % N T - �¢rriv u 7 -7 l f 100 'd 10PUM06 '°N XV3 S833NIDN3 ald YVd 0010 03M OIOZ-0I-8dYY CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD SO ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 jilt Application Number . . . . . 10-00000302 Date 3/18/10 Property Address . . . . . . 380 GARDEN LN Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------- Application desc 1 cu 1 ahu --------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- JONES OCEAN STATE HEAT & AIR, INC. 380 GARDEN LANE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 -------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/14/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. y51 CITY OF ATLANTIC BEACH I I.. ..I..'.. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 jl OFFICE:(904)247-5626•FAX NO.:(904)247-5645 J BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS'A SUB PERMIT: " 13.13ATE: NO 1 -K; ' ❑YES PERMIT#: PROPERTY OWNER 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 2U 5--5e.� � p ine.r MECHANICAL CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: ©GP�e,t �-i,✓ l q 7b flra u.�e lc.cp A( /3�c . Sze-66 9.STATE OF FLO}21DA LLIICENS�0: 10.CELL PHONE: 11.FAX NO. CTI SCJ 701-2rf%- i4�S' 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. aY-2YS-8zrl Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nulla ix(6) months,or if construction or work is suspended or abandoned for a period onths at ti erwork mmenced. Jg052� ARI# CONTRACT S SIGNATURE: 15 CLASS OF WORK- 16:BUI DING: 17.` 18:'CURRENT CODE: ❑NEW INSTALLATION ❑N ATRESIDEN L 0'07 FLORIDA BUILDING CODE- X REPLACEMENT OF EXISTING SYSTEM g-EXIST G ❑COMMERCI MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE`INSWLLED, 19.HEAT: ❑SPACE ❑ RECESSED CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ROOM XCENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. IVALUE FOR OTHER ITEMS: 31.COOLING`EQUIPMENT: AIR CONDITIONING.`REFRIGERATION EQUIPMENT CONDENSORS ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: FURNACES BOILERS'FIREPLACES,'AIR HANDLERS ETC. NUMBER A VI OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 33.TANKS: NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Applicaton Mech:REVISED:12/18/2008 e P'J''_.DTN- PERMIT NUMBER Z !NSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP l' 7_ INSULATION 6 -91- 9 ) FINAL BUILDING - �- gr CERTIFICATE OF OCCUPANCY I ( ~ E?ECTRICAL PERMIT # � �� � C) INSPECTIONS ROUGH FINAL MF7HANICAL PERMIT # 0_a0 FLUMBIrdr PERMIT J06• (3590--KOLLAR BROS.) / COMMON T-2 -- — -- -THIS-DWG. PREPARED FROM COMPUTER INPUT -(LOADS r-DIMENSIONS) SUBMITTED BY TRUSS NFO• TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 560 560 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71 N TRUSS DESIGNED FOR 110 MPH WIND, 20.25 FT MEAN HEIGHT, a WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ^u DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. w UI A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. tD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U1 6- bb UI Ut b 4X4 5 p 1.5X4 i.5X4 2.5X4 (Ai) .5X4 (Afl 541 10-0-0 1 10-0-0 -4- 20-0-0 1-4- 1 - - 1 _1 OVER 2 SUPPORTS R-1039# W-3"8 R-1039# W-3"8 PLT, TYP - ALPINE DESIGN CRIT TPI FL/0/1/0/- - Rev 17.3a SCSCA: 24846 00 0 0 0 0 0 0 **IMPORTANT**ALPINE ENGINEERED iROp1CT5. INC- WARNING'RIISSES IEOIl11E EXINLHI CANE -jEa PF/ TC LL 30.0 PSF REF 8235--20631 SI UIL NOT BE RESPONSIBLE FOR ANY 1N TMIUi.I/O, ENE Cf ION AND �P:Zp,SIFIC,� y 0ATRUSS INVIAltIN FHOH 11115 DESIGN DH 111L. SPECIFICAIIONS, OR ANY BHACING. SEE HIB-91 DY 1P1. S1.E 11015 IRSIGN �2�3�R�pE . TC OL 7.0 PSF GATE 05/24/95 FAILURE TO 811ILD THE TRUSS IN COFOTMANCE WITH OST88 BV 7PI. FOR ADOt7IONAL SPECIAL PERMANENT BRACING NE y �• 10.0 PSF HCUSR235 95744554 ALPINE CONNECTORS ARE NAGE OF 200A GALV. STEEL M'.ETIND ASTN OINREM:NTS. UNLESS OTHERWISE INDICATED, TOP I BC DL DRW A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACE°WITH PROPERTATE OF 8C LL0.0 PSF H _ENG LKF 0l7NUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHE°PLYWOOD SHEATHING. BOTTOM CHIORDj.' ''�OF1%V1'A 47.0 PSF CONNECTORS PER DH1AMiNGS 130, ISO C 160A-F. DESIGN STANDARDS WIfM PROPERLY ATTACHED RIGID CEiIIMG--SEE •'• LDUR LD. IN11I01III1IIICONFORM N/APPLICABLE PROVISIONS OF HUS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERo SEAL ON 11115 DPAWTNG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS FAC. 1 •33 CIN ONLY. ANO SMALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CDNTPACTOR, 6 1 G O o O o O --IPI U4155 PI.AfE INKfIf11fE, NOS- 1901 WITOIAL DESIGN';PECIFICATION FOR WTWO F.ONSImIC11O1 N 24.0" Job: (35130--KOLLAR BROS.) / GABLE GA-] - - -- -- - - -•----THIS-OWG.-PREPARED FROM COMPUTER INPUT. (LOADSS-Z DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)" BOT CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF c WEBS 2x4 SP #3 : 2 X4 S P A'Z N BRG.LOC (FT): OVER CONTINUOUS SUPPORT U) TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . N SPECIAL LOADS ENCLOSED OR FULLY OPEN BUILDING. w -------------------------------------------------- Ln TC - From 204 PLF at 0.00 to 204 PLF at 20.00 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. U3 TC - From 74 PLF at 20.00 to 74 PLF at 20.00 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UI BC - From 20 PLF at 0.00 to 20 PLF at 20.00 THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP a THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL CHORD. REFER TO DRAWING GE-OOi, GE-002, OR 876, 719 FOR STUD a DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO cn ALL TRUSS TO WALL CONNECTIONS. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING UI DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE w FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE. 13 WOODLOC. SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. 4X4 3 ' 0 ft 5 v ., 3 0 ( Zx4 2x4 Zx•4 - aXq e' —0 ( =q' 2x4 Co)) 2X4001 `.4. 20' 1 OVER i SUPPORTS R=224 pIf W=20' PT TYP.- ALPINE DESIGN CRIT T - R - —Rev I7 Seal 2485170 0 0 0 0 0 0 **IMPORTANT**ALPINE ENGINEERED PRODUCTS' INC. WARNING,' 'REQUIRE EXTREME CARE ��ER.?�/ TC LL 30 .0 PSF REF 8235--20630 O C= O O SHALL NOT BE RESPONSIBLE FOR ANY N HANDLING. ERECTION AND �P't1FIC1 by 7 Q PSF 05/24/95 DFVIAIIIIN FRIN TATS DESIGN OR HESE SPECIFICATIONS, DR ANY (RACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �Q F•. TC DL DATE ,__L5/24/95 O C= O FAILURE TO BUILD THE TRUSS IN CONFOPMANCE WITH 9SISS BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE •� •.• BC DL lO 0 PSF OpW HW`-+R235 95144553 O O O O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP 1 yw/rb//�O C= O O C= A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER I ALPINE O MUSS AND UNLESS OtMERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHIOgp STATE OF BC LL Q•0 PSF H _ENG LKF f�n(t1g p � CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPEPLY ATTACHED RIGID CEILING--SEE �` At •� TOT.LO. 47.0 PSF O TRUSS O CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE ()/1/911 FOR PROPER RED C SEAL ON THIS DRAWING APPLIES TO HE COMPONENT DEPICTED HERE IRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 -33 O Q O O C= O IN 2;Y. ANO SHALL NOT BE PELTED UPON IN ANY OTHER MAY. IIESIGN TO THE TRUSS ENECTION CONTRACTOR. 24.0* -11.1 - IIMI55 tN All IHS111111F, HI)S - 1001 NAfI(MMI. DESII.H SPECIFICATION FI)1 W(XW1 f.[NSffWN:T1(NI SPACING FL LUMBER UNLIMITED,INC. Ko �-�- "OTE: ss.t LOAD TABLEe.rt DESIGN CRITERIA e.se 1.THE LPI JOIST IS OF-SIGNED ASD TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1 OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. (� 1 LPI]OA DEPTH 16.000' LIVE LOAD = 40 PSF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. 10 PSF VERIFICATION OF LOADING,DEFLECTION WEB: 0.375" ORIENTED STRAND BOARD DEAD LOAD = LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT ENO OF SPAN OR CANTILEVER) FLANGE 1.50 X 1.750 GL310OF-2.35 TOTAL LOAD = 50 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX SPACING = 24.00 IN• C/C OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE BO PLF 00-00-00 20-00-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 20 PLF 00-00-00 20-00-00 DEFLECTION CRITERIA LATERAL STABILITY. JOIST REQUIRES CONTINUOUS LATERAL RESTRAINT OF TOP AND LIVE LOAD DEFL L / 360 BOTTOM EDGES. WARNING NOTES: TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST FLANGES. HOLES MAY BE CUT IN WEB ONLY ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. DURATION OF LOAD INCR: 0 14 AS NOTED ON THIS DRAWING. 4.SHIM ALL BEARINGS FOR FULL CONTACT. LOAD SHARING: 4 1 5.VERIFY DIMENSIONS BEFORE CUTTING LPI JOIST TO SIZE. CODE COMPLIANCES REPORT f •"THIS DRAWING IS NOT TO SCALE"• BOCA 93-20 HUD SE 1091 ICBO PFC-3754 L.A. City RR 25176 SBCCI 94103 WISCONSIN 690016-W N.Y. STATE 617-91 M&M N.Y. CITY MEA 96-94-E CCMC 11094R STIFFENERS REQUIRED. REFER TO STIFFENER SPECIFICATION. DESIGN ASSUMES COMPOSITE ACTION WITH GLUE 6 NAILED DECK SUPPORT REACTIONS (LBS): CASE B E A R I N G NUMBER 1 2 1 1000 1000 MIN BEARING SIZES (IN-SX) 2- 0 2- 0 •x 16.000 ",1.750 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.40" 0.50" DEAD LOAD 0.15" 20- 0- 0 TOTAL LOAD 0.50" 0.99" Handling E Enation Miscellaneous Information Gang-Lam WL,Redl-Lam II,and LPI Joist Specifications Louisiana-Pacific Corp. 002194 SSBC Temporary and permanent bracing for holding component TM uea o<Ws emnriPernent shall be""Mod by the designerof •Supports and Ca entione for Gang-Lam LVL,Red-Lam 11,and LPI Joists to W plum and for"sting lateral forces she/be designed the complete structure.Obtain all the necessary cow compliance specirk applications- Engineered Wood Products and installed by others.No loads are to be appled to approvd and Instructions from the designers M the earpkta •Common nails driven parallel to glue Ines shag be spaced a mk*rd"of 40 for the component WO after at the*awing and tasterimg sbuelrae before using this component.if the design criteria 10d and r for ad. 2706 Highway 421 North are completed.At no lime shag bads greater Van design Itad above does not mad local laihMg code requirements.do Do rout at,notch,drill or agar Gag-Lam LVL,Red-Lam It.and LPI Joists Wilmington,NC 29401 bads be applied to the component. not use this design.1Men this drawing is signed and sealed except as shown in published material*omm Louisiana-Pacific Corp.any use Local (910)762-9878 Lahisne-Padmc Corp is approving only the st indiami design of Gang-Lam LVL,Red-Lam ii,and LPI Joists contrary to the Mita ad forth National Wats (600)999 9105 Design Criteria of the urtt shown on IM bats of data provided by the customer hereon.negates ant express warranty of the product and Laiafaro-Pacific WW shoasm on this drawing.Gw*.Lam LVL,Red-Lam 11,and LPI Corp.disclaims all implied warranties including the impled warranties of The design and netlatai specified era in Ial joists" nae.wilhat camber and wig delkd oder load,wood in merdmtabifty and fitness era a particular use. DWG # conformity,with the latest revisions of NDSs and and AARC. direct contact w*h eavde must M protected as required by code. Dead bad deflection irc►ges an adusbnent factor for creap. C0fam"ouS edema support is asss'ned(wall,floor beam.etc.) SHEET S KOLLAR BROS.#3590 F-1 DBL FL LUMBER UNLIMITED,INC. NOS LOAD TABLE DESIGN CRITERIA bx 1.THE LPI JOIST IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1 OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REWIRED. 2 LPI 30A DEPTH 16.000" LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) WEB: 0.375" ORIENTED STRAND BOARD DEAD LOAD 10 PSE LIMITATIONS,FRAMING METHODS,WIND FLANGE 1.50 X 1.750 GL3100F-2.35 TOTAL LOAD a 50 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE TOP/SIDE LOAD FROM TO LOAD DESIGN CONSISTS OF 2 - PLIES FASTENED IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX TOGETHER (REFER TO NOTES). SPACING 24.00 IN. C/C OF THE PROJECT ARCHITECT OR ENGINEER. CONCENTRATED DEAD TOP 207 LBS 16-02-00 MINBRG=3.50 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE CONCENTRATED LIVE TOP 827 LBS 16-02-00 MINBRG=3.50" DEFLECTION CRITERIA LATERAL STABILITY. JOIST REQUIRES UNIFORM LIVE TOP 80 PLF 00-00-00 20-00-00 CONTINUOUS LATERAL RESTRAINT OF TOP AND UNIFORM DEAD TOP 20 PLF 00-00-00 20-00-00 LIVE LOAD DEFL: L / 360 BOTTOM EDGES. TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST FLANGES. HOLES MAY BE CUT IN WEB ONLY WARNING NOTES: DURATION OF LOAD INCR: 0 1 AS NOTED ON THIS DRAWING. 4.SHIM ALL BEARINGS FOR FULL CONTACT. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO INSURE LOAD SHARING: 4 1 5.VERIFY DIMENSIONS BEFORE CUTTING LATERAL STABILITY. LPI JOIST TO SIZE. CODE COMPLIANCES ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. REPORT E '••THIS DRAWING IS NOT TO SCALE"' BOCA 93-20 D SE 091 NOTE FOR DOUBLE LPI JOIST ICED pFC13754 L.A. City RR 25176 A CONNECT DOUBLE MEMBER LPI JOIST USING SBCCI 94103 2X8 FILLERS 4'LONG AT EACH SUPPORT AND WISCONSIN 890016-W AT 8'(MAX)ON CENTER N.Y. STATE 617-91 M&MC B.PROVIDE FILLERS AT CONCENTRATED LOADS N.Y. CITY MEA 96-94-E SUCH THAT FILLER EXTENDS 7 MINIMUM EACH CCMC 11094R SIDE OF POSITION OF CONCENTRATED LOAD. C.FASTEN FILLERS THROUGH LPI JOIST WEBS USING 2 ROWS OF 8d NAILS STAGGERED AT 6'O/C. NAILS TO BE CLINCHED. D.SHEATHING MATERIAL TO BE NAILED TO FLANGES OF BOTH PLIES TO PROVIDE DESIGNASSUMES COMPOSITE CONTINUOUS LATERAL RESTRAINT FOR EACH ACTION WITH GLUE 6 NAILED DECK PLY. SUPPORT REACTIONS (LBS): CASE BEARING NUMBER 1 2 1 1198 1836 MLN BEARING SIZES (IN-SX) 2- 0 2- 0 16.000 TA.750 A.750 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.29" 0.50" DEAD LOAD 0.11" 20- 0- 0 TOTAL LOAD 0.36" 0.99" Handling b Erection Miscellaneous Information Gang-Lam LVL,RedFLam 11,and LPI Joist Specifications OSI1ba5 Louisiana-Pacific Corp. ssBC Temporary and permanent WzcbV for Igldrg component The use of the ceeponment shat be specified by the designer of •SLworts and connections for Gang-Lam LVL.Redl-Lamn 11,and LPI Joists to be pbanb and for resisting Neral fomes shall be designed the mon I'--structure.Obtain all the necessary code compliance spedAc apWations. Engineered Wood PrOduem and iteUled by Wirers.No bads are to be applied to approval and brsbuctions from Br designers of the couplets •Co mon milsdrmven paald to glue Mee shal be spaced a ntnimen of 4•far the comporwt uMa ata al dee framing and fastenig structure befara usbg this eanyonert.K the design criteria 10d ane 7 for lid. 2706 Highway 421 North ars completed.At no dor tier bads answer Man design fisted above does not meal local biNrg code requirements,do 'Do not cut.notch,drill or alta Gang-Lam LVL,Re&Lwn 11.and LPI Joists Wilmington,NC 28401 bads be applied to the corrpore nt. not use this design.VW en the drawing is alfMd and sealed except as shown in published material from Lo isianaa-Padle Corp.any use Local (910)762-9878 Loulsiarr Pacilic Corp is apprwiN only the structural design of Gang-Lamn LVL,Redi-Lam 11,and LPI Joists contrary to the frits ad Toth Nationlal Wats (800)999 9105 Design Criteria of the urtt shwa on the basis of data provided by the customer hereon,negates any ogress warranty of the product and Lousiar -pacdc and shown on the dna omit,GwWLam LVL,R.4-Lam 11.and LPI Corp.declaim at impled warranties inckx"the inplsa warranties of The design and material specified ane in ar6stantial joists are made withal camber and will deMW under bad,wood in merchantability and stress for a particular use. DWG commMrrity with the'- mations of NDS and ARC. directOOWeW weh coma to met be protected as req iired by cods. Dela baa das.etrm imrcbals.an sdaehnert ram for for creep- wefts xis Neral support Is assumed(wall sitar beam.etc.) SHEET # KOLLAR BROS.*3590 F-2 FL LUMBER UNLIMITED,INC. NOTE LOAD TABLE °A7 1.THE LPI JOIST IS DESIGNED TO SUPPORT DESIGN CRITERIA as ONLY VERTICAL LOADS AS SHOWN. NOTE LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES 1 LPI 30A DEPTH 16.000' LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. WEB; 0.375" ORIENTED STRAND BOARD D = 40 LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLANGE 75" X 1.750 STRAND BOARD DEAD LOAD - PSF TOTAL LOAD 50 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX SPACING 24.00 IN. C/C OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE 80 PLF 00-00-00 16-04-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 20 PLF 00-00-00 16-04-00 DEFLECTION CRITERIA LATERAL STABILITY. JOIST REQUIRES CONTINUOUS LATERAL RESTRAINT OF TOP AND LIVE LOAD DEFL: L / 360 BOTTOM EDGES. WARNING NOTES: TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST FLANGES. HOLES MAY BE CUT IN WEB ONLY ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. DURATION OF LOAD INCR: 0 % AS NOTED ON THIS DRAWING. 4.SHIM ALL BEARINGS FOR FULL CONTACT. LOAD SHARING: 4 5.VERIFY DIMENSIONS BEFORE CUTTING LPI JOIST TO SIZE. CODE COMPLIANCES THIS DRAWING IS NOT TO SCALE"' REPORT / BOCA 93-20 HUD BE 1091 ICBG PFC-3754 L.A. City RR 25176 SBCCI 94103 WISCONSIN 890016-W N.Y. STATE 617-91 M&MC N.Y. CITY MEA 96-94-E CCM 11094R DESIGNASSUMES COMPOSITE ACTION WITH GLUE S NAILED DECK SUPPORT REACTIONS (LBS): CASE BEARING NUMBER 1 2 1 817 817 MIN BEARING SIZES (IN-SX) 2- 0 2- 0 16.000 T 1.750 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.18" 0.54" DEAD LOAD 0.07" 16- 4- 0 TOTAL LOAD 0.22" 0.81" Handling 8 Erection Miscellaneous Information Gang-Lam LVL,RedFLam 11,and LPI Joist Specifications Louisiana-Pacific Corp. Dn2' SSBC Temporary and Permanent et braebp for holding component The use of Mie component shin be specified by the designer of •Supports and connections for Gang-Lam LVL.Red-Lam II,and LPI Joists to be plumb and for raise"lateral forces$hot be designed the complete structure.Obtain at the necessary code compliance aspecile applications. Engineered Wood Products and installed by Others.No bads aro to be applied to approval and instructions tram the designs of the complete •Common nails driven parallel to on Ines shall be spaced a minimum af4•for the component nrtll ager al the leaning and fasteriug structure bellm using this comporm If the design aft da 10d and r far 8d. 2706 Highway 421 North are cwrpictad.At no time shall bads greater than design Isted above does not meat Weal building code regiremerts.do •Do not cut,notch,drill or star Gang-Lan LVL.Red-Lan 11.and LPI Joists Wilmington,NC 26401 loads be appled to the component not use this design.Was this*-sing is signed and sealed except as shma in published material from Loislana-Pacific Corp.any use Loral (910)762-9878 Loisiane-Pacific,Carp is appmAng aty the structural design of Gang-Lam LVL.Rad-Lam 11,and LPI Joists contrary to the Hits sot forth National Wats (800)999 9105 Design Criteria of the unit dawn on the basis of data provided by the customer hereon,negates any express warranty of the product and Lo isiana•Pacille and shown an this drawing.Gang-Lam LVL,Red-Lam It.and LPI Corp.disclaims&I implied warranties including the implied warranties of The design and material spa:Med ac,in substantial )oists are node without camber and w8 defied under bad.wood in merchantability and Mness far a particular use. DWG # calamity with the latest nvfsions of NDS and AITC. Bred contact with comate must be protected as required by code. Dead load deemction inelydas an edyshnent factor for creep. continuous lateral support is assumed(wag,floor beam,etc.) SHEET $ KOLLAR BROS.#3590 F-3 FL LUMBER UNLIMITED,INC. 96.1 NOTE: LOAD TABLE 0.12 DESIGN CRITERIA ops 1.THE LPI JOIST is DESIGNED TO SUPPORT ANOTE LOADS SHOWN ARE FOR INPUT LOAD CASE(1} OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS SE(11 EO. 2 LPI 30A DEPTH 16.000" LIVE LOAD 40 PSF VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) WEB: 0.375" ORIENTED STRAND BOARD DEAD LOAD = 10 PSF LIMITATIONS,FRAMING METHODS,WIND FLANGE 1.50 X 1.750 GL310OF-2.35 TOTAL LOAD = 50 PSE BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE TOP/SIDE LOAD FROM TO LOAD DESIGN CONSISTS OF 2 - PLIES FASTENED IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX TOGETHER (REFER TO NOTES). SPACING 24.00 IN. C!C OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM DEAD TOP 90 PLF 00-00-00 05-00-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM LIVE TOP 360 PLF 00-00-00 05-00-00 DEFLECTION CRITERIA LATERAL STABILITY. JOIST REQUIRES UNIFORM LIVE TOP 80 PLF 00-00-00 05-00-00 CONTINUOUS LATERAL RESTRAINT OF TOP AND UNIFORM DEAD TOP 20 PLF 00-00-00 05-00-00 LIVE LOAD DEFL: L / 360 BOTTOM EDGES. TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST FLANGES. HOLES MAY BE CUT IN WEB ONLY WARNING NOTES: AS NOTED ON THIS DRAWING. DURATION OF LOAD INCR: 0 ; 4.SHIM ALL BEARINGS FOR FULL CONTACT. ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. LOAD SHARING: 4 1 5 VERIFY DIMENSIONS BEFORE CUTTING LPI JOIST TO SIZE. CODE COMPLIANCES '•'THIS DRAWING IS NOT TO SCALE•" REPORT / BOLA 93-20 NOTE FOR DOUBLE LPI JOIST HUD SE 10 91 ICBO PFC-3754 A CONNECT DOUBLE MEMBER LPI JOIST USING L.A. 994103176 2X8 FILLERS 4'LONG AT EACH SUPPORT AND WISCONSIN 890016-W AT 9(MAX)ON CENTER. N.Y. STATE 617-91 MCMC S.PROVIDE FILLERS AT CONCENTRATED LOADS N.Y. CITY MEA 96-94-E SUCH THAT FILLER EXTENDS 7 MINIMUM EACH CCMC 11094R SIDE OF POSITION OF CONCENTRATED LOAD. C.FASTEN FILLERS THROUGH LPI JOIST WEBS USING 2 ROWS OF 8d NAILS STAGGERED AT 6'OIC. NAILS TO BE CLINCHED. D.SHEATHING MATERIAL TO BE NAILED TO FLANGES OF BOTH PLIES TO PROVIDE DESIGN ASSUMES COMPOSITE CONTINUOUS LATERAL RESTRAINT FOR EACH ACTION WITH GLUE 6 NAILED DECK PLY. SUPPORT REACTIONS (LBS): CASE BEARING NUMB ER 1 2 1 1375 1375 MIN BEARING SIZES (IN-SX) 2- 0 2- 0 16.000 T"1.750 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.00" 0.16" DEAD LOAD 0.00" 5- 0- 0 TOTAL LOAD 0.01" 0.24" Handling d Erection Miscellaneous Information Gang-Lam LVL,Redl-lam ill,and LPI Joist Specifications Louisiana-Pacific CorP. 05M2M SSBC Temporary and permanent bracing for holdng eongonai The use of this carpormt stall be specified by the d&sWw of •Supports and connections for Gang-Lam LVL,Red-lire It.and LPI Joists to be pltmb and for rsaistng tabard farces shin designed ned the complete structure.obtain al the necessary code eonplance weriac appy. Engineered Wood Products rhd Installed by others.No bads ars to be applied to apprwr and Inlbuctio s tram the designers of the corrplete •Comm nals driven Wald to glue Tres shall be spaced a relrirran of r for the con pormt ma star a1 the erring and fi stairg structure before using this carpormo t.lithe design atone rod and T tar ga. 2706 Highway 421 North w*,, F',Ie&M no tian sW bade gmater&a des7gn listed above doss net cwt local bwk&V aide reghinerrrrts,do •Do not sol notch.drill or alter Gang-Lam LVL,Red-lain It.and LPI Joists loads be appked to the congahad. not use this design.VWhen this drawing is signed and saaleE rxapt as shown in published material from Louisira-Pacific Corp. use Local cin,NC 26401 Loumane-Peaille Corp is approving oriy the sbuchaN design of Gang-Lam LVL,Red-Lam ll,and LPI Joists ca trary a the knits any forth ideal (910)999 9918 Design Criteria d the uric sthown on the basis of data provided by the aetomw hereon.negates any express wwmrdy of the product and Lwisiana-Pacific National Web (800) and drown on this&-W4 Gann-Lam LVL,Red-Lam It.and LPI Corp.dactains al impfiad w'rraitas mcWdng the Milled wararlles of DWG # The design and material specified we in substartlal Joists are Indo.0-Ad comber rho wit d~under bad,werda wood M mrambiity,and fitness for a particular use. DWG a»Mnity wit+tla bast revisions of h6 find RITC. drect contact with Concrete must be protected as required by code, Dead bad defisclfom in,'das an a¢nbari factor for creep. wbmhoa lateral support in assuned(wd,floor beam,etc.) SHEET # R 00TvAA L Ga 1-G0 cp 1 s Q �}R(i5N S (��r�flDLti� 'Pla �`e l� psi+ Sheet ✓ tip totA �� N tid _ 20� 20 3 ar4 tr 4 , Z � ti-fir I't e4 (4 1 pef � ry� �•�- O-,, �,tuJ �j{6 Sheet Z' Pogo W. 8 � i, Ch.ck.d yTitLL7yt.� RGIy(J�Gfilh� Vag - �•t4 r ..� Ilk• IL Kao 0 f L��� 'C! = (!7�t "Via. , V- _41- S t2 - tib FI,PoV �tS S 6 y.► Z` t L 41 uSW y�od� Np+tL rkti 9;a. SoiST To 2�1� P1,1"ouj G'X¢.B�orXrvB �' 2r�Qdant♦csaCR 8ioc,�'r,u¢ h'aR,l�r,r,,�,vE C'irr .,.,. SH6�9r yiarG .1w.vr G' ,�"ca •c , rY P IAL elfel'►c f6~dSd S�,tUcr�ixr,�vc.r�i' �'x4 Qynd�,rC'.9.+�►art iveCAT.+Yr.�dr OAe ��'iro .3`r1✓E.�7'T.t�ra�o I I /� I ! A amo '4: 'VsL r,.4 � I i I Zx¢ J(-$,t/.L'E E 7"•✓ d.�+sr.+to 0r al9®t.F E.va ,T,taxr ! �` Sd•esr• i r i T•.v Tca 49,Wrl'"+as/4'.vs►.�10C X-a'3AAc-r.A ?x� Scw it CawJr'- I I r Tam T dorTos/ I 'Not1Jt,RO~ i ' I y CPAvDE er ,Av017"ro4144 ZK4'-= A � i I L`.ww,�crrw+L YEATiC,e c AW,/11&W&A ?•44�r.0�+KB, .3-��d N�r�t Tw Fo�rary. A� L r'Sf+r.vPE � i c Typrc',i►L Ar I i 2xf r VrAr.W&A E ! /s,vor P�tssa.�rr ' 1 I � � ' I .5r+r►tso,v sy'/d t•fI� -iZd-IG GA J 47ON-7 . ZX XS' 1 2 S'Yf' 2 x 4 1 04AI 16 d 46'! T,ts ss LA7�,QAL ,BR•!GEQ4'8i.c o•G•SeAwC'EvG.4dr.6 4'uPC480"C• .•2x4 -vA 2xG Tr/ f'LATas . ,4.,�c rrit�"Tatars 2X¢ 5'Tv.os v A Zx aS'r'Aw C/41;,o.-C- PLATFORM , FRAMING AT GABLE END CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 04-00029162 Date 10/19/04 Property Address . . . . . . 330 GARDEN LN Tenant nbr, name . . . . . . REGROUNDING Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- -- ----- -------------- ------------------------ WALSH, BETTE L. BROOKS & LIMBAUGH ELECTRIC 330 GARDEN LANE 41 2ND STREET WEST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 - ----- -- - - --------------- ----- ---------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- - --------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. IF IL BUILDING OFFICIAL S�1Y y CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: , �Lq - Owner: Telephone#:z4­7 '72-5_3 Contractor: /LG' LSM'b 6 ,2L_ Telephone Gtr. h e r Contractor Address: �#a" -Yh _qle� AA Fax#: -9L" ,-3 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 ordinance and standards of good practice listed therein. Building: u (ding Type: C) Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New Ging done oa this building Or site,list the building Old IDCommercial O Signs O Increase Permit number: O Re-wire O Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE I Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS I OVER BELL Appliances I TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH N0. OVER I H.P. PHS ER600V OVEP1600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 860 S minole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us a , CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD J T ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �Jjilt Application Number . . . . . 04-00029112 Date 10/07/04 Property Address . . . . . . 330 GARDEN LN Application description . . . PLUMBING ONLY. Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ----- ------- ---- ------------------------ WALSH, BETTE L. STEEL PLUMBING 330 GARDEN LANE 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ---------------------------------------------------------------------------- Permit . . . . . PLUMBING PERMIT Additional desc . Permit Fee 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 s PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Ark. Ca BUILVING OFFICIAL 4 ;? CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: j Property Address: ® �� tom. Owner: ti¢ I5 _ Telephone #: Contractor: �512t6 I bo S Co --Tu c- Telephone #: 1;1y 7_47y/ �Il Contractor Address: Fax 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 ",rich are a part hereof and in accordance with the Cita of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this buildinv �r site. jO New list the building permit number: Re-Pipe Number of Fixtures: i T Bath Tubs Showers 1 Closets Shower Pans i Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Zi Water Heaters I Other Fees i Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://Www.cl.atiantic-beach.fl.us ..K q s '. ACCOUNT # 040170 EBERLING BUILDERS, INC, SERVICE ADD j,2't GARDEN LANE Different 1112 THIRD STREET EBERLING BUILDERS, INC. Mailing Address NAME NEPTUNE BEACH, FLORIDA MAILING ADDRESS NAME EBERLING BUILDERS EBERLING BUILDERS, INC. 33a 1112 THIRD STREET SERVICE ADDRESS 3'2'�GARDEN LANE ACCT. # 040170 NEPTUNE BEACH, FLORIDA „` DEPARTMENT OF BUILDING (] /� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. J 4 PERMIT TO BUILD 1 �° a THIS PERMIT MUST BE POSTED ON JOB Date MARCH 2 19 $2 r p TO THE C Valuation$ PLUMBING PERMITFee$ 13.00 U IMPORTAA This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. IN C This is to certify that B & G PLUMBING COMPANY, ICRC. LLOWING, WE HEREBY 13997 BEACH BLVD. , JACKSONVILLE, FLORIDA ECIFICATIONS, WHICH A AND CITY OF ATLANTIC has permission to build INSTALL NEW PLUMBING AS PER PIANS SiIRMTTTFiI Classification SINGLE FAMILY Zone PUD ELECTRICA Owned by EBERLING BUILDERS INC. Lot 4 Block S/D SELVA MARINA JQURNE NAME House No. 330 GARDEN LANE GAnENS SOX_,. _ BLDG.SIZI According to approved plans which are part of this permit RES.M/ NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- EW.( I SPECTED BEFORE POURING. ADDITION PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE SERV 4 N 4--0 0 Building material,rubbish and debris EE zi from this work must not be placed CONDUCTIld in public space, and must be cleared up and hauled away by efi>6OGonT SWITCH O tracto owner R 3;UUCKT /02/ 1 SEBuilding O ✓ u . 2ta.432 I A 3/02/ FEEDERS} FOR OFFICE PERMITIUUU USE ONLY NUMBER DATE CONTRACTOR (] LIGHTING. . PLUMBING JS RECEPTACI ELECTRICAL m �j SWITCHES SEWER WATER tNCANDESd FLUORESCE -(f dFIXEC c _' APPLIANCE ^ AIR _. - -----, -- ---- CJ CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 77 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER SM V. OVER iron v C"rdif iratr of (Orrupattry CITY OF 004"a &M4• i9rpartmatt of otlbing Atoprrtim This Certificate issued pursuant to the requirements of Section 109 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 Clazi5catieat Bldg.Permit No. Group `typeConstrWaion Fire District! /)9'0 C ;` e4C 49 C Owner ofBuitding /� `*� h�Addreu//f Building Add Loca{itp`.____- Building Official POET !N M CONSMCUOUS PLACE TY i1 �,y C1 1 , Cir /1,t.��'i I (� f',:�i� /' _.. A RLJ ('ATJ CYi FOS PI-It V.31 NS jl� ��I DATE .3 t U--ST)on s G� ' �Al PL W3 NS F 1 PIA —�d'�' PL PJM g I A)G_ G o --- ----- -- I.'.-.STLR PLl1•:JER �C,/ l�rDd� S--- -- ----- ---- ----- — - - -- ---- — A CITY/C''J:iTY Cj-----LX'ATI O,'.AL LICENSE STATE CERTIFICATE N0.^ BMJ I t_c E R OR c�.,:T ;cT oR �< <�oG lav d G S- — ---- ------- -- - TYPE OF BUILDING_ — I_S I I:Ks J LAVA T vr-CY _ ',,ATER KE-A-1 ERS n DI SHk'ASHERS _Di SPOSAL_s .CLOSETs 'rL-^s; ►t t:aC it t.E FL O:R DP 7 I NS -_^_ O-P ER L's—TOTAL F I X—FURE COUNT I NSTALLATI ON OF PLU.3) NG AND FIXTURES t.'JST BE IN Aw,RDAN'CE WITH THE r%OST RECENT EDITION OF TIRE SCUPHERN S 1AND=.RD PLU•31 NG 00DE. CITY OF ATLANTIC BEACH FLORIDA INSPECTIONS BUILDING PERMIT NO. # ELECTRICAL PERMIT NO.# r PLUMBING PERMIT JOB ADDRESS CONTRACTOR OWNER DATE REMARKS INSPECTOR FOUNDATION FOOTING SLAB fi PLUMBING (R) TOP-OUT `/�� Q, ;jam ✓t ? J�VG SEWER TEMP-POLE ELECTRICAL (R) � ELECTRICAL (F) FRAMING ? � oj f� PLUMBING (F) LINTEL/BEAM COLUMN STEEL SHOOT GRADES LOT CLEARING OTHER ,t + FINAL INSPECTIONS 0 f/i�`�- CITY OF ATLANTIC BEACH, FLORIDA Avp►or«, APPLICATION FOR ELECTRICAL PERMIT ' ` 1A,1Vf TO THE CHIEF ELECTRICAL INSPECTOR: DATE: &A 3 1 19 e/L IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK'IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. /���c°t� �/mac t,�u�kC/����:G�-�-.• ELECTRICAL FIRM: MASTER E E ICI,�% ANSIG,NATURE JOURNEYMAN NAME lEti CGC-7�Z ADDRESS: ' RFD BOX BLDG.SIZE D p` _,. BETWEEN: RES.( 1 APT.( 1 COMM.( ► PUUBBLIC ► INDUS.( NEW( 1 OLD( 1 REW.t 1 ADDITION ( ► TRAILER ( ► TEMP.(G'1"�� 1 SO.FT. SERVICE: NEW( 1 INCREASE'( 1 REPAIR 1 ) FEE CONDUCTOR SIZE &rC 4AMPSa COPPER ` LUM.SWITCH OR BREAKER V LT U C-RACEWAY R1/.&1 AMPS VOLT RACEWAY FEEDERS N0. SIZE NO. SIZE NO. SIZE" - LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS' 91-100 AMPS, :TWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED i 0.100 AMM OVEa APpuANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT at OVER MOTORS H.P. VOLTAGE PHS NO. UP. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. C11 i OF Al I.'.'; I I C WA') ER C0.';.';r C'1 ) ON C.i'.HGE DATE-1-3 - Fa LOCATION ).,V6' P L Lr..?I':G i I Rl"i IAI f ':r5'rvR PI.L`:``SFR rUI LDER OR CO:;TFAC'IOR i,i PF OF BATF aOOM GFOUP CONSI STING OF -f crC _R STALL, DO'-'=STIC ( 2 U;:i"IS, 'CATER CLOSET,LAVATOP,Y As;D BATH TUB OR SHC'. ER STALL. (6UNITS) f SHC i:S G=,0 UP PFR i:F=- ( 3 U':I'fS, - -_ EATiiTLB ( WITH OR WITHOUT OVER SL :CFO':S SI';h ( 3 L';I1'S) HHAD SHC-.:FR) (2 UNITS) --- - _ -- - FLUSHING RIM SINK ( 8 UNITS BIDET (3 UN-ITS) ) _ S:?VICE Slag, TRAY S;.-';D ( 3 U;iiS CO"`TLINATION SII:I; AMID TR-AY ( 3 UNJTS) _ POT,SCULLERY SIIY ( 4 UNITS ) CC'-` -FNATIO'; SIP. ; A-ND 1 1.Y W11-FOOD DIS. — ( 4 U--nits) ^_---- URINAL, PEDF-STAL,S":FcON JET BLOWOUT. ( 8 li-NITS ) DENTAL UNIT OR CUSPIDOR ( 1 LndIT) URINAL, L;ALLL LIP ( 4 UNITS) ` DF-11'7, AL L.=,VATORY ( I U,',-'IT) URI';AL STALL, V.ASIHOUT ( 4 Lj�;ITS) DEINKING FOUNTAIN (z U';IT) URINAL i ROUGH EACH 2' SECTIOi: DIS ";.".SnER ( 2 UNITS) -' ( 2 Lll;ITS) _ FLOOR DRAINS ( I UNIT) ! BASHING X- ACHINE -RFS. ( 3 UNITS) _ *---KITCHEN SINK ( 2 UNITS,"" WASP SINK EACH SET O: FAUCETS - -_ KITCHEN SINK W/WASTE GRINDER2 U;1ITS ( 3 UP;ITS) WATER CLOSETS, TAS`::- OPEP.ATED ( 4 UNITS ) LAVATORY (--I UNIT ) :.'ATER CLOSETS , VALVE OPERATED - 1_VATORY ,pAF?ER,P,EAUlY P'RLOR - - ( 8 U;;ITS ) ( 2 U';ITS ) I-'.L": DRY TRAY ( 2 UNITS ) 1:.CATO Y , SUi GEONS ( 2 L:;ITS) --- - � 3 �. DEPARTMENT OF BUILDING Q//�� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. (/��T 9 —r 6 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date MARCH 2 19 82 Valuation$ 70,1.42'48,a Fee$ 267.75 � 1 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that EBERLING BUILDERS, INC. 1112 THIRD STREET, NEPTUNE BEACH, FLORIDA has permission to build SINGLE FAMILY HOME AS PER PLANS SUBMITTED. i j Classification SINGLE FAMILY Zone PUD Owned by EBERLING BUILDERS Lot 4 BIock S/D SELVA MARINA House No. 330 GARDEN LANE 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 --�% �-- ► 0 Building material,rubbish and debris -Zi from this work must nof-W gAtedT in public space, and mus&A 4c l(dr up and haukoUgway bypeit [Ton tractor $ 0CA0 S /U4/U I Building 0ffici4.UGG FOR OFFICE PERMIT DATE CONTRACTOR -� USE ONLY NUMBER ' PLUMBING 4744 3-2-82 B & G PLUMBING COMPANY I I ELECTRICAL 3367 3-'2-82 KENCO ELECTRIC COMAANY I SEWER WATER , r r� i 1 r, Cl ii r 4_',U1T.iI!X; t't_- :iiTGET tri �s s HEATED SQUARE FOOTAGEPer s. CAFtAGE (PRIVATE/SHED) ; @ per s. CARPORT @ $ _ ,e s. f PORCHES @ $ per S. S /5 BECK per s. f. o2 G -- --f- ---- - - TOTAL VALtiATION DATA. . . . . . . . . . . . . .$ Pl-i"MIT FEES TOTAL VALUATION DATE nEMAINDER VALUATION � @ $ Q ., per thousand TOTAL BUILDING PERMIT $ � / 0 •uG� PLUS 1/2 THE BUILDING PERMIT FOR PLAN FILING FEE $ � TOTAL FEE DUE ----------------------------------- PLUMBING PER �dMIT FEE $ ��_ 14ATER METER SIZE ���_ & FEE SEWER CONNECTION• SQUARE FOOTAGE FEE WATER CONNECTION: FIXTURE UNITS 1�2 3 @ $10.00 PER UNIT TOTAL BP & PC FEES DUE . . . . . . . . . .$ TOTAL CdATER METER CHARGE . . . . . . . .$ TOTAL WATER CONNECTION CHARGE. . . .$ , ����. oil TOTAL SEWER CONNECTION CHARGE. . . .$ t D 1 AL DUE. . • . . . . . . . . . . . . . Date.......... ........ -•--.19 ...... Permit #•.....................Fee i...............----.... CITY OF ATLANTIC BEACH Valuation b..........................---------------_----_---- FLORIDA .......... ..••-----.....FLORIDA House #................................ .............................. •. •-----.- ------. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be compiled with, whether herein specified or not The Contractor or Owner-Builder who has been issued a Building• Permit is antoma'tically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarraament 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............. 2/2.3......... ..., 19...82.... Owner....Eberlin-g...Builders...._In.....................................Address...11 2,••Mir.d•..(it_�.,�.1 itP_1.Telephone No.241:3.15-3....... Architect..................................................................................._........... ddress...........................................................Telephone No............................. Contractor Builder....Eberling Builders, Inc. __ Address1112 Third. St. .Suite�l_Telephone No.241-3-153- Lot No... ... 4 .... ...Block No. ........Sub Division. Selva Marina..Gardens-•......... .........Zone................ .........Side Between.....................................................and.......................................-...........Sts. Valuation b-•6- 6000.00 .............................For what p purpose will buiiding be used of construction.....Wood...Frame....... See Plans See Plans See Plans Dimensions of BuildingDimensions of Lot.........:.....:...................... .Size of Foo ....... .............................. ......................... flags Size 9f'Piers.................._--..............Size of Sills................................Greatest Sill Span in ft..........................Type Roof •Shingle........_..... Oil , Elect.Heat Pum How X11 Building be Heated? Building be on Solid or Filled Ground?....SQlid.................. _... 11 Size of Ceiling Joists....._Truss...................... Distance on Centers......2......-...0....................... Greatest Span_...S-ee--1?1.ans-.--•-•--•---• " Size of Floor Joists.............-..................... Distance on Centers........... ................................. Greatest Span...........---............................. See Plans See PlansSee Plans „ Size of Rafters............................................. ... Distance on Centers........ .................................. Gres-test Span......................._.._............... APPROVED This rectangle is to represent the lot. Locate OF ATL+.N71 g#QAC}} ocate the building or buildings in the BUILDING OFFICE all lot-linesht exisve ting feet from REAR LOT LINE Two copies of plans and specifications shall KAR 2 198,) be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. W 6. When septic tank drain field or sewer is laid but before it is covered. q 7. Electrical inspection by City of Jacksonville. m 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 t en for doing the wo as described in the above statement, we hereby agree to perform said - work in accordance wi the te l ific ons, which are a part hereof, and in accordance with the building regulations of the City of ti e Signature of Builder.... .................. ......... .... ..._--_._..__ _ ... Address....11.12..-Thir.d..-Stree.t,--Suite-- .1,-Dept.- Bch. Signature of Owner................................. .......... ...... Address....1112 Third Street,.-_.8ui.te... 1,---Nep•t......Bch. FORM :900 AND 901 -123 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR WLDIND CONSTRUCTION 806 GRAHAM SECTION 1 9 GOVERNOR ENERGY OFFICE GOVERNORPOINTS METHOD LEX NESTER,DIRECTOR PREPARED BY: 8RABNAM KUHNS CEOAY CONSULTING ENGINEERS PROJECT LVA MARINA GARDENS JURISDICTION_ 330 GARDEN LANE DUVAL GROUP III AND ADDRESS BUIUVE PERMIT NO BUDDER EBERLING BUILDERS INC. OWNER To ff FILLED #4 OY 0901:/lC1Al STATISTICAL DATA TOMEYiJ5 de: COl� E►1 BATING SYSTEM`TYPE WATER SYSTEM TYPE MMR OF MTS PTR{► ' GAS OIL SOLAR ELICW. GAS OIL POLAR C06' RAIL Vj ID 1 ❑ 0 1 0 01 010 10 sma M106ET COMMON WALL$ common ceiling MAXIMUM ALLOW90 Xd '� X12 _ PR or VF@I OIX D KWU Ti POINT$ MAN/ MATO SAVM100 EPI CERTIFIED BY: OiATE� z/z3/sz EPI 64.07 9D DESIGN CREDIT POINTS(CP� 9E DESIGN PENALTY POWS(PP� CEILNl9 FANG IIN cONO.s►Ac9I 1 ►ER PAN 2 WASIM AND ORYER IRIOOIN O►Act 3 SEPARATIO Or MAX-OPENING OF •LA66(40�1fi d 0 MULTI ZONE A/C OM AWLS��� 6 O►ERA9LE 1NINOON6 (s,=0" roRc� /ER ROOM a"a Roor MM)LE NWK PAN (1:5 crrisrl S 2 TOTAL 96PERSCRIPTIVE MEASURES CHECK FOR COMPLIANCE SECTION CHECK HEATING SYSTEM EFFICIENCY 6033 El ANt CONOITIONIN• CONTROLS 603.7 A/C DUCT CONSTRUCTION 603.9 ►MHN INNIJLATION { OTRaK.ATINi1 603.10 WATER WATER (AWN&C 00-76 / 604.2 Q 9wwrNis POOL$ 604.2 Q TOTAL INOWaR FLOW RESTRICTORS 604.6 }'?99�,3fl44 C1fTPAffIT©f`ESU# 1NG' � . . CITY OF ATLANTfG 6 -A 6H P it 30 _A, DEN LANE PI�C� t ATLANTIC BEAD32213 0 11-ass 'cif t � RQ # _ . . ti Lot $1 ock Seciion- i + Itffi : ILY TQwh RNC , fl ? Oi a00 es X25w0 F- P9 IT ' es -PACT Vt x 0A 0,5 4� .e$ae�+1/ r y ✓ kxM'. Kris 4Thstig +F+' ' +b � V iVW 'dd, Jtti" �' 3221,E � w . . Q1 t � SO ' SIEC: It ikpkCt 10 �- ER On o -'s T ; 'NOES:': NQT10 ALL CONCRETE FORMS AND FOOTINGS MUST.$"IPI PI TED 8�C)Rf `POURING P ERMIT'v ID1 SIX MONTHS AFT EFi ISI:CSP ISSUE BUILDING MATERIAL, RUBBISH"AND 0EBRTS FR6M THIS`WORKMUST.I IT SE'P"LACED IN"�UBLiC SPADrr�-ANP,MUST BE BLEARED 1tf�AND HAULE0 AWAY SY EI7Hl:R CQNTRAC70R OR QWNE ', F�Lt TQ:COMPLY '�1."T "SHE 1E+ HA� # i , ALT Ihi 7Y w ► TWICE F+�1�. ENTT, "'�,,':480JED ACCdF ®IN, TO APPAOVEf3 PLAN$WHICH ARE PART OF THIS-PER ANf�.BUI�JECT T(7 RE�A 1�I LA QN C F 'PLI ABLC,�C3�/1 1( �!y 3F L,AwW. _ i ATLANTIC BEACH BUILDING DEPARTMENT 46,4,1 ' By I F CITY OF ATLANTIC BEACH Ay9L)C4]]UN FOR }'l.UMHlNC yCKMlT OWNER' S NAME LOCATION b44/ ��,�w' ���w~b44' MASTER PLUMBER ~ STATE/COUNTY OCCUPATIONAL LIC�NSE NO.____~��`_��� ��_^�_/�407� _____________________ CERTIFICATE NO. CONTRACTOR _______ __=___ __ __ TYPE OF 8UILDI0Q SINKS SHOWERS . —SINKS ' . V�I0�� RAIEB 88AID8S � AT8 ID8S _____URINALS —DISPOSALS CLOSETS _ 14AS8I0Q }b\CBI0E - FLU0R DRAINS _ TOTAL FIXTURE COUNT ^ ` INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH.THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. � . ! ' , ^ _ wsa seas 1 0 G{ DEPART QF BUI'DNC «�• CITY DF ATLANTIC BEACH 1100 T I ON, . P exrmi t N umb,e r: 1029�Q Adv s t � IA NE ?wARCL y? f3}iRPFLORIDA ota$$ 4f Wars. ADD I *o DEf�C�t�Pfi,�C1111 Cons tr� Type,. WWI) FRAME Lot k: 5ectiora �.. cida vi a:�.*j Estimated Value:, ;00 ItmpXtov. cast :' C t i3 Total Fees $2500 A ount Paid 00 Wdrlt 7MM X15bftT5N n MY FM ...„ _PIT .t7t? Ad '° LANE E 9� �` WAZ`R IMPACT FEE ' 0.00 EA.CB, FOR IDA A 3 . � IMPACT F I RE 0.40" Phi ,� � WA At -- C x Kroh _.._ _.� n 0 Pdartl T ECi~BI C CONTR INC CAPITATA IMPROVE. $0 .0 'Address.-,' .O` x 0018" SEWER `SAF .0 . COST SDRCA>TC � ,QC 3C4ABC /ATi* .ECB. z0,0 NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE"INSPECTED I$ Er`oAE POURING, PERMIt v0lD SIX MONTHS AFTER HATE 4-I"ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,ANIS MUST BE CUARED UP AN©`HAULED AWAY BY,EITHER C6NTRACT©R OR OWNER ,, *FMLURE 0 COMPLY ITH THE ECHANIC LIEN LAW C Lr IN ' l #_D ACCORDING TO APPROVEDPLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT T4 REVOCAt KNV FC R " ION OF APPLICABLE FikOVISIONS OF 4 W. . ATLANTIC BEACH OVILDING'.DEPARTMENT 00000m 040Q40 MOO 14 tf as; 6112195 01 ti n OW142 3 CITY OP ATLANTIC BEACH, .,FLORIDA App­ d by . AI�PLtC.�1�'l��►J FOR Ur-,CTRICAL PERMIT I. i r i TO THE Chi-F ELECTRICAL INSPECTOR: DATE: = �� 14 IMPORTANT NOTICE: • IN CC':SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HC?CBY 1-(-,REE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIOIlS, V,I-IICH i.RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES, GNATUREELECTRICAL FIRM: hAEr�CE�CTRlCiAiNSl E /11G� ADDRESS: 33� <�clrCe1,1 BLDG.SIZE BETWEEN: RES. APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( ) OLD ( ► REW. ( 1 ADDIYION (_,� TRAILER ( 1 TEMP. ( ) SIGNS ( ) S0. FT. SERVICE: NEW ( ' ) INCREASE ( ► REPAIR ( ) FEE CONDUCTOR SIZE A%I?S COPPER f ALUM. ( ) _ SNITCH OR L;,,EAKER _ AMPS PH W VOLT RACEWAY _ EXIST. SERV. SIZE AMPS PH W VOLT � RACEWAY FEECERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL_ '_ RECEPTACLES CONCEALED OPEN l�TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M, V. t ` FIXED 0100 AMPS. APPI'A:vr;Es _ BELL TRANSF. t,IR H . RATING— H.P. RATING CGNDITION'tPIG CU! ',?. MOT OR OTHER MOTG,�S AMPS CEIL HEAT: KW-H-AT OVER ^— MOTORS H.P. VOLTAGE Phs NO. 1 N.P. VOLTAGE PHS "AI�CELL 1'yFOUSrcovc, ol 4NSFORNEPS: UNDER 300V. r. 7-._ _ - I OVEN, EIJ V. .- PSR-3844 001maw IM61mm 00 10217 08L99M 143H t4 96/OE/S :oleo 0 ?9,00 A 1`321 t IL 9213# 040040000 OOmm0 M DEPARTMENT OF BUILD1 K'E* CITY OF ATLANTIC BEACH m re. ----- PERMIT -INFORMATION ------ -------- LOCATION INFORMATION ---- Permit Number: 10217 Address : 330 GARDEN LANE Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32533 Class of Werk: ADDITION -------- LEGAL DESCRIPTION ------ - Constr. Type: WOOD FRAME Lot : Black: Section: Proposed Use: SINGLE FAMILY Township : RNG: 0 0 Dwellings : 0 Cade: 0 Subdivision: 19— Estimated Value: $34000 .00 0 Improv . Cost : $0 . 00 Total Fees : $394 . 92 Amount Paid: $394 . 92 -- - OWNER INFORMATION - - - ---- APPLICATION FEES ----- Name BETTE WALSH` PERMIT $270 . 0Ov Address : 330 GARDEN LANE WATER IMPACT FEE $120 .00 �_--- ATLANTIC BEACH . FLORIDA 32233 SEWER IMPACT FEE $0 .00 Phone: { - WATER METER/TAP $0 .00" RADON GAS-H .R. S .------- CONTRACTOR -INFORMATION ---- - RADON CAB 5% Name: KOLLAR BRAS INC. CAPITAL IMPROVE. $0 . 00 Address': 42`06 STACEYROAD SEWER TAP 50 . 00 JACKSONVILLE BEACH , FL 32250 CROSS CONNECTION $0 . 00 License: CGO53636 Type : 1 SEC H IMPACT FEE $0 .00 CONST. SURCHARGE $1 . 82 SCHAROEJA'TL .BCH. $0. 56 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE �yr: fftPING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE EII RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 89,_�, 41A ILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" n ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR ATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH E�k1UE a1NG,,ZWMM)MENT ,! 7 000000000 000000000 $270.00 14 C 'Fi 5/33, 9 ,I Rcpt: W J`568(0 Date: 5/30/'95 01 Rcpt: 0056778 By: 0041040 CONTRACTOR COPY j MA 10217 x4 CITY'OF ATLANTIG BEP+GH Permit' Type» BV4I DINS AT1�%NTLG S CR. FLORIDA � 2str . Type-. WOOD: FRAKE _. -of Work . ADDITION, Lot Plropos d 'Usoz SINGLk FAMILY Tgi4nzhip-0400 RNO; £� Imp ov. "Cash `dotal A� $394. 92' �s $394 92 s .41 y A � _.. } w k 't�TI01 - - � «..'�.,dPTCATI011t Acid xt S .LAIR1 Wily elp 4r' +iPA , FEE �20 0Q T !PT 411 ` . RAt OR OA$-H R,S. RAPON 28 T. T lropmav ON to.00 JA I LE BEACH , ' FL 322 0,, CRO55, CpNVici, AU QO ION $9 .00 R C sT.SUROHAROE 2 w MOMS. r NOTICE'—ALL CONORETB FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOI>7 SIX MONTHS AFTER DATE OF IS;aUI~ r ,GDtNG MATERIAL RUBBISH AND.DE$RIS FROM THIS.WORIi MUST"NOT BE PLACED 11�PUBLIC SPACE,AND MUST BE t ABED UP AND HAULED"AWAY"BY"EITHER CONTRACTOR OR OViINER. � LUI E TO COMPLY WITH THE MECHANIC SLIEN LAIN CAN RESULT IN PRC PER WNE�PAYI' G' FdttlrHE BU I.I)ING IMPROVEMENTS , ED ACCORDING TO APPROVED PLANS WHICH-ARE PART OF'THIS PERMIT.AND"SU&iECT TO 1=CEUOCATION FOR TION OF APPLICASLEPROVISIONS OF'LAW. ATA TIC BEACH BUILDING D FART�dENT � Ot t`+aW. y'�fW* $2700.«f+�*%JA BY: M ? 4, e CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET AddressEiy or A t 00 Date c. Heated Square Footage 7 @ $—per sq ft = $ _ Garage/Shed@ $ per sq ft = S Carport/Perch per sq ft = $ Deck (a $ per sq ft = $ L Patio @ $--per sq f t = S, -- _ TOTAL VALUATION : o 0y 0 Total Valuation 1st $ /O© (0 i _ e1> ,000 1 4p If", 0Q -- Remaining Value $ D6per thousand o portion thereof TOTAL BUILDING FEE $ 8 O 0 a + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S_ a �® •oc� WATER IMPACT FEE SEWER IMPACT FEE $ 0 - WATER METER/TAP CAPITAL IMPROVEMENT S p SEWER TAP (4(7(o) RADON (HRS) . 0050S� . 2-Y SECTION H PAVING ( ) S 0 HYDRAULIC SHARES $ ._ 0 - CROSS -CROSS CONNECTION $ - 0 SURCHARGE . 0050 S T fX T6 - OTHER $ GRAND TOTAL DUE 3�I C(. 7, -- ADDITIONAL PERMITS OR FEES : Mechanical Plumbing_ _i__ _ Flectrlc/New Electric/Temp ; SwimmingPool Septic Tank__ Well—_ ; Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER 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 CONNECTED TO THE CITY WATER SYSTEM. BATHROOM CROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) 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) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) URINAL STALL, WASHOUT (4) F1.USMlING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY. BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) (� JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS E $20.00 EACH $ r' � JOB INFORMATION r w..a, CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Bette L. Walsh Address: 330 Garden Lane Phone: 247-7253 West 23 . 5 ' lot 4 & East 33 .0 ' lot 5 Lot Block or Unit # Subdivision: Selva Marina Gardens Contractor: Kollar Bros . , Tnc, State License # c , co-93636 Address: 4206 Stacey Road . JAx. , 5Bhone No: 223-3121 Describe work to be done: RPmnyp qa;affg roof , acid second floor, Present use of building: Residential Valuation of Proposed Construction: $34,000 .00 Propo$ed use: Residential Is this an addition? yes If yes, what are the dimensions of the added space: 20 ft . X 24 ft. Will the added area' be heated and cooled? yes New electrical (or increase)? yes New plumbing fixtures?gPR New fireplace?"i�_New Heat/AC? yes SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: �-- . Date: ,? Y / 9 Signature CONTRACTOR: /�$- 1 Date: � s— License Supplied: 'O Liability Insurance: PPPRo� ,JBoFFCE 2°N1N° Worker's Compenaati nce:L41 ., 5dding and Zoning �, 05/17/1995 22: 56 9042233121 KOLLAR BROS INC PAGE 01 ARCHITBCT/EHCIIIEERB CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BRACH, FLORIDA APPLICANT' S NAME Kollar Bros . , Inc.pHONE NO. 223-312bATE 5/18/95 OWNER NAME:Bette L. Walsh R.E. TAX NO. : -- TYPE OF PROJECT: ( )Neu Home (x)Residential Addition ( )Garage ( )pool { )New Commercial ( )Commercial Addition ( )Other 911 STREET ADRESS: 330 Garden Lane, Atlantic Bear-r .FL 32233-4522 (x ) We claim the structure to be exempt as follows: (x ) Garage with no provision for occupancy - detached one and two family only (x ) Pier , Dock, etc. ( ) Other (specify) I also certify that no structure listed above may be remodeled or convert d to a n n-exempt use without beim upgraded to fully comply w' t tce. ` jI Signed. Date: r`? CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction code , but meet all the other requirements of the City of Atlantic Beach Building Code. (x ) The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with the 1995, Chapter 12 , Standard Building Code. - (x) Windows , doors andall other exterior devices comply with the 110 mph wind load. ----------------------------------------------------------------- (x ) The structure is located outside the area affected by wave forces , OR ( } The structure is capable of withstanding Wave forces resulting from a wave crest height of feet above HSL including uplift forces. ----------------------------------------------------------------- ( ) The !structure is located in FIA Zone A and the foundation design has considered possible exposure to Water and erosion, OR (x } The structure is located in FIA Zone X and the foundation will not be exposed to hydrodynamic, hydrostatic loads or water scour, OR I ( ) Foundation design has been completed ' with floor elevation above the specified stillwater elevation, and to resist wave, RINANCIA`PRIN71NC, TIotice of Commencement (rAVARK IN OUPUCAT[) To whom it may concern: The undersigned hereby informs you 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 _____The -west_23 .5-feet_of-1 o t- 4- and the east _33 .0 _-- feet of lot 5 , Selva Marina Garden General description of improvements __Remove garage roof add second f loo r Owner -----.BE.tte__J.---bLalsh----—-----—-------------------------------------------------------- Address Owner's interest in site of the improvement ---------------------------------------------------------------. Fee Simple Title holder (if other than owner) -------------------------------------------------------------- Name ----------------------------------------------------.------------------------------------------------- Address -------------------------------------------------------------------------------------------------- Contractor -:-------------- -------------------------------------------------- Address -__ 44�__S ts1C� _1�L2r3S3 s__,J ax�_F__FL__3225I1----------------------------------------- Surety (if any) -------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------- ------------------------------------------------- Address -------------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name --------------------------------------------------------------------------------------------------- e aa...... MAP SHOWING SURVEY OF.. THE WE `i`. L3'S FEET Cr- LOT 4 THE EAST 12.0 Fer`I' O SE LVA YAP-1 NA GAQUEN A oomme w wM swomm M KMT"M.y7 /ftW.Q..W jW Iil W=qW"A [)U VA L . Rft". •ONLiMlle _ZO�, _ ....�. l011 G LKAL2 ANDrJOAhIN�P WNITF- _ M* IO't�'�� CERTIFY TO. 5UNSNTNE -TITLE CO. GA 12DE-M LANE (60' Q/w) W&I or lPAVILAINT � FND.X•CUT 3 .V!, FN0.1�R'I.P.} 9.89-od4 "E.- r>65 r F FIdO.IfL�I•RkI�� a Cowc.- cow-a RlvEtt aR1VEQp�g . `�S ^ Pik bvL woALIct a 0 z1VE R �i o 0SU v V r: L as T �a9,T-it-S, %aj? 8 L wwoo •� r or+<t 4 "� ♦6 '" �-- $ GONG. L01': LOT 4 AA PAC rl ;• I-STORY GGO C O /� td ; RESIDENCE �. :. . — ,� t�330• � U) in o =� b • ` CONI. �, O WANG' Q4 QLS.' IV.V I 1.P. v ✓woos ae+ct 3�•oG Z7f,+5' att' iNAD/1'LR . ' S.89°08'46"W•- �6.52�1�.rn o.� SELVA MARINA UN IT II. V E 0 P.B. 36 P&. 62 APF AR OSS NG J OFFICE / r'pj INO ZONI ' F p k 10205, Mi A►t 3 N[E ET OF BUILDING CITY OF ATLANTIC BEACH w._. PERMIT INP`4RMATIO- �„ . » ,�. LOCATION INFORMATION -------- Permit Neer. It 2 Addr4ss'* ,',330, AADEN jROAD LAX Pervi Ti e: MECHANICAL ATLANTIC BEACH& FLORIDA 32233 dl ass of Work: . ADDITION ------- LtOAL DESCRIPTION -- onst Type: NSA Lot':, Section, Proposed "Use: 3THE� � stn=1°x)1 P� �iNC1 Y Owel I anis : 0 Cod 4 0 Subdivi ion*? 1 G 7�. "'ING ,AND ZONING- INSPECTION DIYISION CITY OF ATLANTIC BEACH X �eYr F �4 pt 4 ��r ATLANTIC BCACH, FLORIDA 32233 CALL-IN NUMBER APPLICATION , MECHANICAL PERMIT • . . ': IMPORTANT= Applicant to complete all items in sections I, II, III, and IV. I1 4 X:` Opt✓ r LOCATION Strait Addre`ssi " OF ' Infetucting Stroetss 8•twoen �? +. " D And It auILDING"< Sub-division 11 `IDENTIFICATION To be completed by all applicants, in conilderatlon:lq permit given for.doing the work as described In the above statement we l+oreby ogroe to perform said work in accordance C�with the'attechld'piens end secifications which era a port hereof and in accordance with the City of Jacksonville ordinances and stondards i 'of good..p(ectice listed therein.' Nemo`of Mechanical '1' Contractors 'Cophector (F Master Master i Nervi•ty Proper+y own.► is Signature of Owner Signature of or,Authorisedr;Ageat 4' Architect or Engineer 111. ;`GENERAL INFORMATIONS '- tr �, .. 1'" Type of ha•ting fuels B. tl IS OTHER CONSTRUCTION BEI QS2ttE ON ❑ E*tnC , �I THIS BUILDING OR SITE # iQ Gas} ❑ LP , ;❑ Natvtal " Q Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION r � ,(3 Oil PERMIT i 'O Other•:-- Specify r IV. MMANICAL-EQUIPMENT TO"IE INSTALLED NATURE OF'WORK jv.k '.y.. .i.:.•`�•{iVhva{ � .: his". . rP �`(Irovide complete list of components on back of this Conn) 0" Residential or O Commercial at, D Space (3Racass'w antral (7 Hon oQ Ne ullding ^r11tionin9s 13 ,Room Control "E' Ing Building »# Replacement of existing system Ovct System; Mahrfa' Thicknos 4 G ,' M•xtmum ap�cfty "' c.f.m. - O Now Installation(No systom proviously Installod) '.,,onsion or add-on.^nvicr"n� Q��roCp ❑ Rofrigsuatton`} r;.`�' ' .r ,;•:' r " ,,snor- Specify 1 Q s,Cooling tower: Capacity g.p.m. C) `Fire iirinkfarst Number. of heads ❑ Elevator Q Manlift C3 'Esalato (number) THIS SPACE FOR OFFICE USE ONLY Q.,G4WIU is pumps_ _.(number) (Rrceiwd) 1 Q .Tank• (number) Remarks ❑ 't.PG containPn (number) O ,Unfired pressure vessel Q `,bilin Permilt Approved by Do Q OtMr Specify Permit Fee- Yi?LIST•ALL EQUIPMENT r AM CONDITTOMNG AND REFRIGERATION EQUIPMENT ppeaeclS Number VaI4 ��'�„ rtPU011 Yodef.Number Manutact.urer CCljs a )Y D out //3,©� MU41 A A h M V1. 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