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Permits Folder 2216 Alicia LaneADDRESS.. ~~~~~ ~/p-~~~ BUILDING PERMIT NUMBER /~ ~~ / INSPECTIONS: FOOTING --7 UNDER SLAB PLUMBING ~ ~s~ ~'S~ ~~ ~ ~ ~~ - /S = ~/ 1~ +r~ SLAB _,.~ ~ /- 9..5°- tU ~=-%'s FRAMING ~ ~ ~- ~ J COVER-UP 9- `~~ 1nr INSULATION /1)--S'S''~ FINAL BUILDTNG ~ -"~~`" ~~' CERTIFICATE OF OCCUPANCY ` ~~ ~~ ELECTRICAL PERMIT # ~~~51~- INSPECTIONS ROUGH y ~~'' ~" S' FINAL .~-~ '~ MECHANICAL PERMIT #1 G)~'~ ~ ~~'~S ~~~b l PLUMBING PERMIT # ~~ ~ c~~`~?C~~r-F (~~ ~ -i.~J~ tdOTES ,. CITY OF ATLANTIC BEACH { DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 PLUMBING PERMIT _ j~ _ ~...._::a~.,_._....u~~:~,.~.w ~ .~_~.-~- .t.w : 1 ~i] ~ ~~~~ ~_._ _Z.`A..._u,2 ~.-a. ..:n ~~I'd. J:i .,~ '. 3 ~ ...: .....__ __ .....,~a.c ..` -. .. . . ,. .. ._~ Permit Number: 2129$ Address: 2216 ALICIA LANE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):22 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est Value: 4,956.00 Parcel Number: Improv. Cost: Date Issued: 1/16/2001 __ _ -. ~-~Y~:~~. ~!QYI~'.. ~ ~ ;:P, ~~ ~ Name. KLEIN, GINNi~B MICHAELjRACOSKY Total Fees: 25.00 Address: 2216 ALICIA LANE Amount Paid: 25.00 ~ ATLANTIC BEACH, FL 32233 Date Paid: 1/16/2001 Phone: 000 000-0000 Work Desc: EPLACE WATER HEATS t, DAVID G Y PLUMBING, INC. PERMIT 25.00 FINAL NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, ANO MUST BE CLEARED UP AND HAULED AWAY BY EITHER GONTRACTOR OR OWNER "FAILURE TO COMPLY WITH 1`HE CONSTRUCTIQN LIEN LAW CAN RESULT tN THE PROPERTY OWNER PAYING TWICE FOR 6UILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1/17/'11 U Rtcei~ I/E7~i~ ~ 8 A NTIC BEACH ILDIN Ni1N13g2fIN ',~ s~~- ~ f~~~t. ~~~~ CITY OF ATLANTIC EEAGH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : L L.1 lG ~L lC/Iq ~~ OWNER OF PROPERTY. ~l~t-//~ /~L-~ds~ TELEPHONE ~1C.~E~'~ PLUMBING CONTRACTOR 1~l~ ~'~ ~C~, C:~ .f'NL~ '~~ CONTRACTOR'S ADDRESS : ~~!~fj(~ C~~PP~~ e,~rt~ ~ ~~ ~. ~~llo STATE LICENSE NUMBER:L%~~'G~~v ~7:~ TELEPHONE: 'Z~7Z~~ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS LAVATORY BATH TUBS URINALS CLOSETS FLOOR DRAINS SEWER REPIPE SHOWERS ~ WATER HEATERS DISHWASHERS DISPOSALS WASHING MACHINE SHOWER PANS WATER TOTAL ,FIXTURES: / x $3.50 + $15.00 MINIMUM PERMIT FEE $25.00 SIGNATURE OF OWNER: ~~ ,~ f SIGNATURE OF CONTRACTOR: OTHER ~,~am 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) 247-583.4 ~- CITY OF ATLANTIC BEACH ' DEPARTMENT OF BUILDING 800 Seminole Road -A tlantic Beach, FL 32233 -Tel: 247-5826 - Fax. 247-s877 PLUMBING PERMIT ' PERMIT INFORMATION. - --- - ____ _ _ ~-_ _______ LOCATION INFORMATION Permit Number: 18612 ____ --- _ Address: 2216 ALICIA LANE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION ', Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):22 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 4,956.00 ' Parcel Number: '~ Improv. Cost: -- -- - ' - _ OWNER INFORMATION Date Issued: 8/06/1999 _ Name: KLEIN, GINNI & MICHAEL RACOSKY Total Fees: 25.00 Address: 2216 ALICIA LANE Amount Paid: 25.00 ~ ATLANTIC BEACH, FL 32233 Date Paid: 8/06/_1999 _L _ Phone: (000)000-0000 Work Desc INSTALL SINK _ _-- ----- -- -- - ---- CONTRACTOR~S~'_-- - - - -_- ---- _______ _ _ _APPLICATION FEES ~~_. B & G PLUMBING _ ___ ____ PERMIT 25 n _ ----- ~ :Inspections Required---- -- FINAL -~ --- ------- NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C 32.08 14 Date: 8/fl6l'3~ fll Receipt: flfl77313 C'i~.- - ATLANTIC BE H BUIL G DEPT. CHECKS 33?38 flflffl00fl3~21flflfl CITY OF ATI.,1':NTLC BEACH APPLICATION FOR i'i,UM~~ING PERMIT -~~JOB.LOCATION: Zxlb ~~/Cr'`} C~FrJE '~` OWNER' OF PROPERTY : l'h I K~ J~CE r,J ~=~3 PLUMBING CONTRACTOR ~d'l~" ~LUn-t3~NG Ga-• ~ ; :°.:CONTRACTOR` S ADDRESS : 13997 (3Fi9G~9 (;CVp I.STATE LICENSE NUMBER : ~~=Ga a,xS-q3 TELEPHONE :.Z23. 3 SdS HOW MANX OF THE FOLLOF2I.NG FIXTURES INSTALLED ~r SINKS _ SHOWERS ' LAVATORX ~ _ WATER HEATERS BA'~H .`TUBS ;. URINALS • CLOSETS FLOOR DRAINS SHOWER PANS O' I' I I ER _________-- TOTAL FIXTURES : r ~ x S3 . '~{) "~" S15 . 00 `~ > ~~~> ~~% ',;"•MYNIMUM PERMIT FEE - 525.00 .: ` ~~SIGNATURE OF O~JNER ;; " > SIGNATURE OF CONTRAS rh ::~ 4: INSTALLATION OF ~PLUMI3INC. ANU t^I:•:`I'UItES MUST BE IN ACCORDANCE WITH .THE:>.MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. ~,"CALL, A DAY AHEAD TO SCHEDULr INSPi~CTIOi`(S - (904) 247-5826 ~, ;, "-SEWER.. CONNECTIONS MUST AL•: CJ~LL~~1) INTO 1?UE3LIC WORKS FOR It1SPECTION PR~I"OR TO COVERING UP -~ (904) ?.~'I-;~33jt ,.t<: :,, :. ~° , y ,, ~,: ~. `~~~I• _.1~ .. fs '% ~1 ~ ' ~~W ~ ~i • ~x DISHS•~ASHERS DISPOSALS WASHING t~tACHINE CITY OF ATLANTIC BEACH ' DEPARTMENT OF Buit_o~rv~ 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-563 ELECTRICAL PERMIT - --- - PER -_ FORMATION _ MIT IN _ ___ _ ___ ___LOCATI.ON INFQRMATION ___ _.__ ______ __ Permit Number: _ 18616 Address: 2216 ALICIA LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):22 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 4,956.00 Parcel Number. Improv. Cost: _ _ OWNER INFORMATION__,_ _ __ _ _ Date {ssued: 8/06/1999 ~ Name: KLEIN, GINNI & MICHAEL RACOSKY Total Fees: 25.00 Address: 2216 ALICIA LANE Amount Paid: 25.00 ~ ATLANTIC BEACH, FL 32233 Paid: Date 8/06!1999 ~~ Phone: (000)000-0000 _ Work Desc: WIRE FDR REMODEL _ ,!___ - ~InsQections Rey TRIO F{NAL ELECTRIC ~EES _-~ _.___ _ _.._25.00 __ _ ___ -- i NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER. CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _- _ C~ u-~---C=-- ----- ---- ATLANTIC BEAC BUILD EPT. fig;,, 99 14 Date: 8/85,9 01 fieceigt: 09?'~1~ clal~cKs 0919000321080 CITY OF ATLANTIC BEACH • DEPARTMENT OF BUILDING 800 SEMlNOLE ROAD - ATIANTlC BEACH, FL 32233 -TEL: 247-5828 -FAX: 247-5677 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18591 Address: 2216 ALIClA LANE Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):22 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est Value: 4,956.00 Parse! Number: - Improv. Cost: 4,956.00 OWNE~2 INFORMATIO Dat® Issued: 8/02/1999 Name: KLEIN, GINNI ~ MICHAEL RACOSKY Total Fees: 52.50 - Address: 2216 ALICIA LANE Amount Paid: 52.50 ATLANTIC BEACH, FL 32233 Date Paid: 8/02h 999 Phone: 000)000y0000 Work Desc: ADD A WALL TO DIVIDE GAME ROOM INTO 2 ROOMS/ADD LINEN CLOSET CONTRACT' R S _ .. :.AP ` LICA'Tt01~ FEES PROPERTY OWNER PERMIT 52.50 Ins 'ons Re ui COVER UP FRAMING INSULATION FINAL BUILDING NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ~ 14 f5~ ~~ , ATLANTIC BEAC BUIL G DEPT. Date: 8/83/49 81 Rereipt: 88~G555 1811 NECKS »n,nnn»~ee~ati wsvvvvv,.,.~~...,,. CITY OF ATLANTIC BEACH PERMIT CALCULA ION SHEET Address a Z ~ ~ ~L i ~ (~/~- __ _- L'~. /~"N E. J~ F /'? 0 ~ Date ~ ` oZ r ~ ~_ r_eated Sauare Footage Garage/Shed Carport%Porch DeCii lQ $ per sq L` _ $ :4 per Jla ± .. _ ti `~ ~. '? L Q ?~ r TOTAL VALUATION: ~~ ~ Tota~ _~;! uation F.e:r~aining Value !S~ 1st '' a ~ a $~ , per thousand ~~r portion thereo'~ s ~l ~' f .. ,~ ~- ~ ~v.. ;; t TOTAL BUILDING FEE S + 1, ~ Fi 1 ing Fee ( ) Fireniaces @ $15..00 r~~ ~9s~ BUILDINv PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEr; WNT_R METER; TAP CAPITAL IMPROVEMEr; ~' SEWER TAP ) RADON (HRS) .0050 SECTION H PAVING i j HYDRAULIC SHARES CROSS CONNECTION ( ) SURCHARGE .0050 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Piumbina_ Electric/New Electric/Temp ;SwimminaPool Septic Tank uiell Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ~ ~ ~ ,~'~ ~~ m v ~, w'~. e~ °..~' 2 ~3 199 CITY OF ATLANTIC BEACH City of Atlarrtic Beach PERMIT APPLICATION REMODEL, ADDITIONS, OR AL2~~C~ p ZC~ning MOVING, DEMOLITIONS Owner(s) : ~~~,f\1 ~"`~~? \ ~aY" ~. ~ ~ ,rte ~n ~-~ ~ Job Address: ~.;~~\!, (~~~~ ~,~ L cz~k Phone; `~'ycl - ~y ~~,(~ ~ Lot #~ Block or Unit # "'-' Subdivision:~~~'~C~V~v ~$2T~~- S~'.i~ Contractor: (='-;~r~ r\~ ~~,~ ~ (~ State License # Address: ~~,~\,~; A \ ~C,~~ L« Phone No: oL~-\~- (o~{ ~j (~ City~~(F~~, C ~ (~,Q\~~State "~ ~ Zip C`o~dej ZZ ~ ~j Describe work to be done: ~~ r~'7~~~ ~i ~ r-x~~^~~~~SP 't~'~ Present use of building: '`~s.~'_h~ ~, } 5~~~~ ~c~.n~.~ ~?a Valuation of Proposed Construction: ~\~ul'~[~~, Proposed use: Is this an addition? tN~j If yes, what are the dimensions of the added space: N ft. X ~_ft. Will the added area be heated and cooled? ~"~ New electrical (or increase)? New plumbing fixtures? N~. New fireplace? N~ New Heat/AC? ,N© SUBMIT THREE (CO~RCIAL) TWO (RESIDENTIAL) C01~LETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COI~IEENCEMENT, AND OWNER/CONTRACTOR AFFIL?AVIT, IF OWNER IS CONTRACTOR. ' Signature OWNER: ~ / Date: Signature CONTRACTOR: Date: ~~~~~ AS TO OWNER: ''+~ orn t~H~~1 ~~lN6ibed before me this ,'~ %`-~ da of ~ 19 9~ Y , *; _. Notary Public, State of Florida My comm. expires Mar. 21, 2003 `~-'~'~~--- ~ '`~ --.. •~' Comm. No. CC 819398 NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this ~~-- day of ~ ~ ,lg /.~('~ SHARON STARLING NOTARY PUBLIC ~: Notary Public, State of FI ~jii~:~~i My co ar. Z1, 2003 . 5398 Existing Floor Plan 3D'3 ---- '' - - T8 - ----~--- X6'8 ----~--- --- 12'11 5 V __ ~~p CN -l~ ~ ~,i i ~ pFt~~y~~G ~cE ! ~i = ~~~ ~ A~ ` p~~` of I I (~ ~~. C~ A ~p`NG --- 4 e ~ ~~ggg PvG ~ STORAGE 3D'3 DN GARAGE os i~~ ~, i`' ~ ~' ~,~ 1J ` ~ --- ~ --- 3'3 ` ~ ~ -_- ~~ -_~ ~ ------ X4'1 i --- --------- - v ch CITY OF rct.~c "~eaal - ~~ivtida 800 SEiVIINOLE ROAD - __. - __ - ---_____ -_-_- ATL~~NTIC I31;~1CH, I'LORIDA 32'l33-Fi445 TIJLGPHONP: 1904) 247-5fi0F~ - ~`~ P'.1.~ 19041 347-5805 _ . ..+e+°wtr.- ___ - SliNCODI852-5800 CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO "^ ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE AONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCL4L BUILDING AT A COST OF 25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER °DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE. ~~ THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-228(1 ). AN °OCCUPATIONAL LICENSE~~ IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY ~~CERTIFICATE OF COMPETENCY~~ OR THE FLORIDA ~~CONTRACTORS - CERTIFICATE~~ TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- _ 5826) IF IN DOUBT. ~ - - I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE-STATEMENT AND THAT I COMPLY WITH ALL -.-:= THE REQUIREMENTS FOR' THE ISSUANCE OF APk:O~/NER-BUILDER PERMIT. - - ~`.~ PROPERTY OWNE /BUILDER -- ADDRESS TELEPHONE ,~iQ SWORN TO AND SUBSCRIBED BEFORE ME THIS ~ DAY O 19! NOTARY PUBLI,~}~' ~~ NOTE: PHRASES UNDERLINED ABOVE MY COMMISSI ~~~~~ ARE EMPHASIZED BY THE BUILDING %~~, ,~js ANQU3~TI~Z~ DEPARTMENT . ~; qr ~~%, ~' BONDED TNRU TRDV RAIN INBUIiANCE, INC, ~. CITY OF ATLANTIC BEACH DEP~4RTMENT OF BUILDING -~ 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 permit Number: 18286 Permit Type: FENCE Class of Work: NEW Proposed Use: Square Feet: Est. Value: Improv. Cost: 1,500.00 Date Issued: 5/26/1999 Total Fees: 10.00 Amount Paid: 10.00 Date Paid: 5/26/1999 Work Desc: SHADOWBOX V1 ~~N<cr PROPERTY OWNER NOT APPLICABLE _._ _~:__. LOCATION'JNFOR'MATIQN _ _ _ .___~ Address: 2216 ALICIA LANE ATLANTIC BEACH, FLORIDA 32233 Township:0 Range:0 Book: Lot(s): 22 Block: Section:0 ' Subdivision: TIFFANY BY THE SEA - Parcel Number: Name: GARY COLEMAN Address: 1145 E. LINKSIDE DRIVE ATLANTIC BEACH, FLORIDA 32233 Phone: (904)273-4195 Ins ~ed NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION III FOR VIOLATION OF APPLICABLE PROVISIOt>~S ,OF LAW. fl@. @@ 14 Date: ~/27J99 @1 Receipt: 8868173 CHECKS TLANTIC BEAC ~~JI~.f~~N~ I~I,~RT. @@i@@@@3221@@@ E PER PLANS --- _T __-- _ APPLtCAT10N FEES - , PERMIT 10.00 APPLICATION FOR FENCE PERMIT Owners Name ~G y ~ ~{~-~~ Phone. Job. Addross z z ~ b Awl ~ ~- • ~ 1.~. ~- Lot~~Block and/or Unit #. Contractor if difEerent_from owner ~[aluation_of fenGe_~ \'~ a ~ CQCnQC or lnterior.Lot_ `3-~~'- Type of Construction „~ o ~ J Show location and height of fence as well as location of street(s). Owner Signatu Contractor Signature Date r Date ~ 2L `~~ Subdivision ~ ~ ~~~~ !~ ~'`-`~ ~ - PSR•3844 ~ dERARTMENT QF BUILDING CITY OF ATLANTIC BEACH FERt~Z~` INF~JRM.~.7CsO~i °°- ~_- _ __ --_-._-- Lt~~'A'.i'~~I~ I)~'I~`C31~TI01~ _-~~ ~'~~•m*_ N~rr~b~rt 25625 7:d~r~s~ ° 221 ALI~'IA SANE ~eim~.t Typ~:EI~~CTR,ICAL ATLAPi"TIG BEACH. FLORZI?A X2233 ~"la~s ~f w~rka~tEw _ ~._...._.__. LLGA11 L13SCFZIFTI!~al~l -----_ .~_._ ~ rc~r.s~r . TYPE hW04£~ ~'F~AML B1 Eck : Lc~t ; 22 '£wIa> ~:; Prc~.~~s~~ Usa. Se~~i;.z~n: ~ Sui`~~oQ Rn~x r'*-.,el~z,r~~~: ~ ~a~dz.ua~icar~a'T~~'~`A~3~ BY T~iE SSA ~:~~, ~r~i~z~~ = - x`.00 ': ,~, ^~. ` _---~-._,- ^W'~Ef? INIadR~4ATT+~}tiT •._.__.__ _~ _.,._;.__._.. sI'PL~CA'I`T€~N F~'E~' ~. ~~~~ : ~A~~ ~~~~~ ~~~~ ~~F~r~r w A~'LAI~T2'_ EsEA~`~?, ~L~F~DA ~??3 ~h~.n~~ f 9{~4~~?3-4I9~, _. _ ... ~_ - - Ct~N:T~A+2T~3R ' I ~FI° ORPZA~' ~ GIY - •- ~ ._ ._ _ IY~.m~. i3I'J?'?~tS ELECTRIC Cf7. A~.dr < 1~t?A S!~Ll°I'H EEwOtdfl ST??EEfi JACKBC~iV I LLE . FL . 3 2 ~ 5~ Lice ~~9915~ Ex~: ~ NOTES: NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 H©URS RRIOI~ TO INSPECTION BUILDFNG MATERiAI., RUBBISH AN`D DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOi~ OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED'AGCQRDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i35.~8 14 H CKS 5711 ATLANTI EACH BUILDING DEPARTMENT 8~1s3~2~1~ ,. By: ~/ ;~+, ~_..___..,._.~-- _ ______ .. r . PSR3&14 ~ ;: r DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH _~.~__ gERMYT INls'ORMATInN _.._.._.. P~rmifi I~uania~r: 355~~ ~Prm~ ~ Tg~d~ t~5F7I,Mi~iINC PC?QL ~Ia~ss a~ dark-:NEW r"G~:~~'tI'. Ty~e.~YO'O~~ P`RA2~fE 1Grae~ ~~.ngs: ELI:. ,~r~1u~: Q.~C Tm~rc~~ , ua~t : 31 r QDO . 4C~ T°nta~ Feea: 34.aQ A~'nataiyt ~a~:~ : ~~ . n~ ~3ark Desc:SWIMAiI?~O 1"OL ________. {JWNER IN1?~ORMATION ~__.~__ .. ~~me ~ C3~.RY COLEMRN ~.dc~r:` ~I~!~ E. LINK.SIDE DRIVE .ATLANTIC BEF~CH, FLaRIDA 3 ~?3 Phpn~+= ~~ 41 2? 3- 4195 _ _ _ _ _ C4NTRAC.TOF. I~FQRMAT I DN -._ _ _ _ _ ?dame : BONAFIDE PtiC)LS Ar~dr; r.3.a: ~',Y~~~ Exp: l j NOTES: a ~1 -- LL'~CATIt~N ?NFOR.M.ATIQt~ -_-~~-__~ Address: 223 ALICIA LAatE ATIi~RNT I,~ BEACIi , ~LOR IDS 3 ~ 2 3 __~______ LEC3AL [?E~CRTPTi0A1 --.~__.._ B~aak: Lt~t; 22 Twp: ~~ Se~ct~.rn ~ Szx;~~3: ~ Rn~: ~ S~~b~ds=~.~aa~=Tl~'~'A~tY BY THE SEA _ __v_ APFLICA~'IC~N ~'LES ___~_____ PERI~JIT ~C.~30 P ~~~ ~~ 1 ~ 199 '' ~~' ~ h: at atlant+c Bc City NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION i l` r.. ~,. , BUI G MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CL ~ UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER •- w V . "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." .' V• ISSUED~ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT,TO REVOCATION FOR VIOLAT' ~Of APPLICABLE PROVISIONS OF LAW. m ... ... ATLAN~! CH BUILDING PARTMENT ~~= 21/13l'9~ $1 f~.~ 14 I~ectipt. BN2839F _ By: ~-- s PSR-38¢4 1L5b1 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH --_-- PERMIT iNFORMATiON ---- Permit Number: 12561 --_-~. - LOCATION INFL7RklATION -___ - Permit Type: FENCE Address: 2216 ALICIA SANE riass of Work;NE~T ATLANTIC BEACH, P'€.aRiDA 32233... Constr. Type:WG3C3D FRAME ________ Block: _ LEGAL DESCRIPTIG~N Lot; 22 -_____ .. - Prapased Use.: Section: 0 Subd:f} Twg: Q Rng: 0 Lwellin~~: 1 Subdivi sion:TIFFANY BY THE SEA Est. Value: 0.00 . Trr~prov . Cost : 2 , 000 .00 Total Fees: 1,0.00 Amount •~-git~;. 10 .00 ~x. ~ Rio - ~ FENCE PER !?LAt~tS ~ >: ~~- _._____ ~ 1~itATION -_. ___~_ Name .4' ~~` ~:RI~ k" _.~-~___ - APPLICAT2aN PEES _____-_- .. Addr; I14. ~,.;'~T,X~~}IDE DRIVE PERMIT 10.00 ~~ A~~~I~ B~A~~ FLORIDA 32233 Phone' $t~`~~~"~~~4~:9;5 _..____ f`AI'RAC~R FORMATit?N --- _.__ Ns~r~e: PRt~~ERT'~ i7WNElt Ac~r • ...~.~~ . ,. Lic;=` ~ Exp: / / T~~' ~ ~:~~~., NOTES: NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSI'~ECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUB$ISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH .THE AAECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" V10LADON OF APIPLC~IC BLE P OVISIO S OFVLAW H ARE PART OF THIS PERMIT AND SUBJEGTTd REVOCAT~4~1~(~4 Date: 9/>~i/96 81' ; Rerei t: @985@~B ATLANTIC BEACH BUILDI G EP TMENT t~618A@8~1~ ~~ By: ~ _ -_ _ ._ __ _~ ;..} Y ~ ,, ~ ~ :' i e -_ -._ APPLICATION FOR FENCE PER?!IT Owners name__~A~y~/~~~"~ Phone__9~v~ ~D~ --------------------------------- --- G '~ ~ ~/ L= Job Address__ ~~~~ _~J/ / ------------------------------- %lic/9^~ ,~y7/~g~$i9rv Lot__~_'_ _Block and/or Unit ~M____________Subdivision___ __________ Contractor if different from orner_______~___ ~ _________________ ----------------------------------------------------------------- Valuation of fence s~~a ____ Corner or interior lot --~~~"'~~~ Type construction_~~~C - ------------------------- Shor location ar~d height of fence as cell streetts). as location of O ~ OJ G~~PF ~~`" ~ FL '~~ OF .~ <, " `~ t~ ~' I~ ~~ Orner signature-- _-- ~ ~~ ---__Date `~O_=~_~ Contractor signature_________________________________Date_____ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . 06-00032879 Date 5/02/06 Property Address . 2216 ALICIA LN Tenant nbr, name INSTALL 1 CU & 2 AHU Application description MECHANICAL ONLY Property Zoning . TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ DEPADUA, VIRGILLO & PAMELA OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 91.00 Plan Check Fee .00 Issue Date Valuation 0 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 PERMTI' IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ ',.j _ ~:,, ~ _,.~~ ,.~.r,.a. F;Y"1,.;W ti. ~ ~r BUILDING OFFICIAL !Fipr ?8 ~s 07:07a 'r . c ~ ~;.yt,,~' r~= ~, 4 1• t, ~t! `~~ ~ ~~ Ooean State R/C 904-249-8949 ~L 3- ~ CITY O~ ATI~A.hT~C B~A,C~~ N~~ECk~~1V~C~a.L 1'.~R1V~:1:I' .A,PPLXC~~,TIO~v~ i Date: -7'' ~ ~ ~Q ~° p. i )'rti'perty Address: _ _ Owner: ... _._:.._. G ~~`- .. ..- --- -. ~~ Telephone ~: ,~. t Contrat.~tOr: ~~.CI..L~,~ ~Q~C, ~ C _.- -_ 'L'eiephlUCl~ Y:S•t~!a_~.1~ <~uulractt)rA,ddPe59:1~. _..~ f~:~x~: `~t`-'i- ~~ la ~:on::idrraqutt oC pultlit liven tMt doing ltle +vnck .-s dcst:ribed in the: abl)vr StarRlltdut. +vt; Ilert:hy •rt;rcc ro perform 5tcid Work ie accnrclalt<4 +rittl the :urnetkhl plalu uud spel:iticatioas +vhlch arc a hart bereUf and in uenrda)tet: with CIIC Cily ut' A¢lanpic I;~rtell4tdulttrtCr: ; and :;t~ndatcls 4f ~auud prclctiCr: IiSCEtI thlvuin. _ 't'ype nt ?;seating C't:et: f t'otht:r wustrucliun is bt:ing dole oll this building or sitc, lift •ttla 1uilding permit oumlx:r. Electric +,,. t;V Gras: TL,P _N~ttltral _Cenual Utility . ^ Clil ^ OlllCr - 5 CCIfV ___. ivC.Lc:>i;~NTC.~G ~,()Czl~'M~NTT<).9,C [NSTALLEA N:#TUR); ON WORK [~ IIe;u _ Space l:Lvcc3acd ~nhal _, Flvut ^ ~l~ Residential ~.ir Conditionin11- _ Room _~ entral ^ Duct Svstenl: Materiel Thicicztess ^ CommcrciaJ ivtaximu)rs capul:ity cfrrt ^ Retiri~eraCion '^ ~~fa+~ building ^ Cuul.in: Tower: Capacity ~pai p l;;usljnrl3uilding ^ ri n- tiprinb:lzrs: i`luutbc7 Ot I-Ietlds • ^ h Ievator: __ blanlift escalator (Nuluberl ~•~- .~ (t~placotutat ut"E:cistin; ~ysL~ut 'J Gasoline .Pun~ps i~lumber') _,,, .,.. ^ Tanks ~ `(Number) ~ 17 iV_.w [tf5t:ll.l<uion O I,e'(:r Contaizzers (Number) (No system prnviousty installed) . ^ lintired Ih•essure V~ssee R Boilers ^ ixteasinn nr.~dd-on to L":cistiar, Syscetn ~1 Gtts Pipictg 0 Oth~K - 5pccify __ ^ Other -• Specify ,f.,1;ST :EGG ~Q Gr](~~I.ENT - 1 :anz t;UlvptTZntvuvc;. Iti:rtv~,F.,.13,\TZON E~7u11~hIJ::i`tT ,k C~nuF;NSOIt'~ t1DDr9vlaK Ptnmt+eiflait+ D cton hWQel? hl';Inuthcrilrer •['t)a'S Agrncy ~/ t~Z:\TINt:-t'f;ItN~c:QS.1t1)Ii..Y;ItJ..N~tfPG~<::t,;~ ~c.~212h1,\NpLI:A'S :lnprovizie Nulah~'t Units fjscriprioa hludcl M tyltiaulactuCta' HTIJ'; r\,caep ~l'.\I~K: V„~tliutd I:apnctcy_._ 1';+pu t.igi.tiJ •. _ ._ S•:na(•. :apprnvto3 ^ IIU+v~VI:InV ,:nU21Y,1L•IUO:i 1_1)Illilintll,.,_ •-__!~/t~,,n111:IC1Utrr ~G,. 1\CYtN:'~ 34q ~~minni.: Rlwei • ,~tl:uiti~ Il,;;tch, 1±lnrid:t 3._3~-5445 .l'llnae: (?l14) .~;-39U1) • l~:lx: (91)4) ~4'-5$45. h~ttp:!ltvti+nv.ci.:ttlartttc-be:tch.fl-us ~. -y ~~ ~I~ (r~.'-. ~~ ~; ~IT i~ V~ ~TLA~iTIC B~l~.~jl -_ ~ ,' iv~~C~~i~I~'AL P~I~'~IIT APPI1I~?~TIO~i ~~ ~,f~ ~ Data: `~- ~ 7 -o Property Address: c7~ a ~ ~p ~~~'.Ci(-l r- ^-~ Owner- ,c ~~-- Telephone #: ~ ~ p1- ' ~~~ ~- I Contractor: Q~[~,j~ ~ 1~~`~ ~-~ jib Q ~ ~ C Telephone #: ~~Q -$~ Contracto r Address: `4~ ~D ~'[ ~]~ (~~ ~~'~(~ ~ ~ Fos ~: ~QQ-~~-~,~ In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good ractice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: Q Electric ~,;. ^ Gas: LP Natural Central Utility ^ Otl ^ Other - S ecifv yIECHANICAL EQLTIPNIENT TO BE INSTALLED NATURE OF WORK Heat Space Recessed ~ntral Floor r3 Residential - - - / 3 Air Conditionin;: _ Room Central Duct System: Material 'T`hic'kness ^ Commercial iYla~imum capacity cfm ^ Refrigeration ^ New Building ^ GoolinQ Tower: Capacity ;pm ~ '^ E°~isting Buildine Fire Sprinklers: dumber of Heads ~ l i ~^ E evator: _ _ Manlift Escalator Number ~ ) Replacement of~asting System ~ ^ Gasoline Pumps (NnmberJ ^ Tanks (Ntunber} '^ New Installation ^ LPG Containers (Number) (No system previously installed) ^ unfired Pressure Vessel ^ Boilers ^ Extension or <~dd-on to Existing System ^ Gas Pipmg ^ Other -Specify ^ Other -Specify ~ LIST ALL EQUIPMENT i i .SIR CONDITIONING, REFRIGERATION EQUIP.NIEiYT & COM?ENSOR'S Approving :Number Units Description Mode( NI ~ Ton's Agency e1 cl ~ a?t~.s (~ ~ - S Gc ~ ~ `' HEATING- FiJRNACES, BOILERS, FIltEPLACES & etIIt HANDLER'S ,approving lumber Units Description N[odel k N[anufacturer BTU's Agency W (~~ ,~~ t c 3 ' ~ (/h.L ~ T:~YKS ~fominal (~apacih Tv e Li uid l . P 9 aria! _ Approvrng Flow Many ~~ Dimensions Contained ~~tanutacturer No_ 3eencv ~ L_ 801) Seminoie Road • :atlantic Beach, P~loridzi 32233-3~1~3 Phone: (~04) Z=4''-900 • Fnx: (904) 2~4?-585 . http;!ltivtivw,ci.atlantic-belch.fl.us CITY OF r~G!~tKtic ~'tacl~ - ?tl~ruala too s~o~ Aaw ATI,AN7'IC XEA[,"H, Fl~ORIIM J2233.5445 T'L'L.ElIIONE (fMl Z~S~ FAX t~M 24'1~1M6 lf0?ICE TO: Water Department FROM: Building Department DATE : ~ r ~ ~ ~~ Please be advised that the final building inspection has been completed on each of the folloWinq addresses and construction Mater is no longer needed: Permit Bomber G'/Dl Address ~~~ ~Si~nl r CL~~ Building Department PsR_ 11161 >+ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH __.___ PERMIT INFORMATION ______ _____-__ LOCATION INFORMATTON ______ - Perrrsit !Number: 11161. Address: X21.6 ALTC'TA LANE Permzt TvT+e: MECHANICAL ATLANTTi~ BEA~"H. PL(?RIL'A ~223~' ~~l.aa^ o~ Wcsrk: NEt+~ _____d____ LEGAL DESCRTPTION -______~:~ `arastr. Type: 'WOOD FRAME Lot: Block: 5ectian: Pca~osed Use~:~INGLE FAMILY Town hap: RNG: ~ D~,Te~lincr~° 1 Cede: 0 SubcliWi::ion; TIFFANX BY THE SETA Estim,~ted `,talus: SO.00 Total .Fees; S?5.00 Amau~xt Pl~i~ :: S 2 ~ . 0+J Da~+~ :I'air~; 12f 12/95 Wnrx ~es~a, ~.. INSfiA,~L WATER HEATER AND LP/TANK ________ .. .~~FORMATION -~.,~~,~4 _ ____ APPLICATIC-1~ PEES _____ Itid~~~,~ f3~~3a ''>~~3.IL~31.5 ~ PERMIT 525 . ~J(~ Ad.d~ews' ~2,1.6:.AI.I,~TA LANE k~ATER IMPACT F'EE SO , On AT~AIVT ~C '1~~ACH . FLOR I I~A~ `~ 2'~ ., 3 SEFi';~R ` TM.PAC~` FEE ` SQ ~'~' ~0 ~-) 2 8.4- 4~~5 5 P~+~~~;~. ( ~~~~~n1ATER E4~~ TAP ~~ . ~`~ ~ .RADON GAS-H.R.S. 50.00 .. _ _ _ _ _ _ > TRACTOR T I3FORMAT ~ ON - _ _ _ _ RADt:tld rA8 5$ S 0 . 0 ~' 1Vame: `'~'aA,S-`I'~GH SERVICES ';APTTAL IMPROVE. 50.00 Add~~~~;~ , ~~3~3.~(} !K'~T~.RhI~~ ,>R.GJA~ ...,, ~ ~ .._. . ~`S~1Efi. _'TA~~',-, , _,.. ...~rJ`. 0~°_ GREEN COVE SPRINGS. FL 320 ':ROSS ~uONNEGTION SO,Q£~ Li ce~~~e r;.. ,:. TYF~ ; n SEL H TMFA~°T F'EE ~ 0 . L~? - CON ST . SURD"HARGE S~i`~0~ NOTES: NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY W1TH THE MECHANIC'S LIEN LAW CAN RESULT iN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING-IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR:.. VIOLATION OF APPLICABLE PROVISIONS OF LAW. 12/12/95 01 Rcpt: 001 ~~~ 81 ATLANTIC BEACH BUILDING DEPARTMENT 00100003221000 - V ~,._.s t TRANSMITTAL DOCUMBNT FOR JEA DATE: /c - r/" ~~ The following permits have passed "rough" inspection: Permit No. Address ~` C.! ~~~~...///; 1 1~ ~ ~ ~ ~ ~~ i~ ~~ F-~~c ~rdc~e~c~aasx~(~hclai~c~pd~esxai~cxlrk+t~opsse~. Please update your records accordingly. Than ~ , ~~-~--__ - t 1~~2-ice ~ BUILDING CLERK CITY OF ATLANTIC REACH jvcb 1 PSR-3844 ;.. , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 10627 .----- PERMIT INFORMATION ---~--~- -------- LOCATION INFORMATION ---_--- I?ermit Numk~er: 1.062? A~dres~: 2216 ALICIA LANE Permit Type: MECHANIrAL ATLANTIC BEACH, FLORIDA '2233 Class. of Mork: NE~1 _.,________ LI~GAL DESCRIPTION ---_----- ~~"onstr. Type: WOOD FRAME Lot: 22 Block: Section: Proposed ~3se: SINGLE FAMILY Township: RWG; 0 Dwellina:s: 1 Code: 0 S~abdi~risian: TSFFANY BY THE SEA 1~stimated Value: .50000 ImprQV. Cost: 50.00 Total Fees; s~~.Qa Amouaat Paid: S'D7.0~? Date ~ad~, S/16/95 ork I}~~r - : INS'T'ALL ~;ENTRAL HEAT AND AIR IN NEW RESIDENCE ___....___.»_ VWPiLR il+~#`'t)KMli'1"iUiY -______ Name : GAMY CC~LEM.A Address: X216 ALIGT'A LANE A'I'LANTYC BEACH, FL~3RIDA 32~ I~~'1GX3~'t ~ ~ - _ _ - :~ _ - - CC7NTItACT(~= I N FORMAT I ON - - - - Nat~e ~fitiXHAM 1~TING ~ AIR Address: '~OQ6 BEACH BOULEVI~,RS~ ~ACRSON'E! I LSE 'BEAC'H r Fi,' "3~ 4~ License; RR.00243~~~ Type: 3 NOTES -- - -_-- APPLIGATION FEES ---__ PERMIT $77 . ~Qn WATER IMPACT FEE $0.00 33 SEWER:. IMPACT FEE SO.+,O ~ WATER MET~R~TAP ~ Q : QO ~~ RAf3CiN . ~AS~H :R . S . $0 : ~?~? -- RADON CAB 5$ 50.00 C"APITAL IMPROVE, SQ.QQ SEWER TAP $0.00 ? CROSS CONNECTI03~ SO.QO SEC H IMPACT FEE 50,00 C~7NST . 5L7RCHARGE S~ . QO SCHARG)~ JAIL . SCH . SO , ISO NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY. WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT ,~, r i'i 't BY~ ~~.. ~"'" t~~2, 00100003?P1000 t' Rcpta 0072178 ;~ ... ,. .:... ,~ ( ~ w _ ~, PSR-3844. 1 ~.I 2 4 8 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -_-- PERMIT INFORMATION ------ ____:.__~ LOCATION INFORMATION,-_____.._ Permit Number: 10248 Address: 2216 ALICTA LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW ---------- LEGAL DESCRIPTION --------- Constr. Type: WOOD FRAME Lat: Block; Section: Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings: 0 Cade: 0 Subdivision: Estimated Value: 50.40 Improv. Cost: $0.00 Total Fees: 550.00 Amount Paid: $50,00 Date Paid: 6f 2f95 Work Desc.: cs 40 200 amps lph 3w 240 volts ---------OWNER INFORMATION ------ -- ---- APPLICATION FEES ----- Name: GARY COLEMAN PERMIT 550.00 Address: 2216 ALICTA LANE WATER IMPACT FEE 50.00 ATLANTIC BEACH, FLORIDA 32 33 SEWER IMPACT FEE x0.00 Phone: ( ) - WATER METER;TAP SO.00 RADON GAS-H.R.S. SO.00 ------- CONTRACTOR INFORMATION ---- -- RADON CAB 5$ 50.00 Name: BIVINS ELE~"TRIC CO. CAPITAL IMPROVE. 50.00 Address: I004 SOUTH SECOND STREET SEWER TAP 50.00 JACKSONVILLE, F°L. 32250 CROSS CONNECTION $0.00 License: 000159 Type: 1 SEC H IMPACT FEE $0.00 CONST,SURCHARGE 50.00 SCHARGEfATL,BCH. 50.00 NOTES: NOTICE - ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANT EACH B LDI D PARTMENT T~.. , PSR-3844 10144 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH __w__ PERMIT INFORMATTQN ------ -__~____ LC}CATION INFORMAT?uN -______ PAL:~~'.t €vtt~t~b~L , .iC+? ~4~ A+:.I~r+~~.~: d':'I~+ Fii,:~C"~A I+A}'~E e~~mi~~ 'T'y~~? ~ PLrUMb ~ N~~ .ATLAN`F'~ ~': D1wA~`'H ; FL~r>R ~r DA ~, ~ "' ~~, .; ,:"'la~~ ~_,~ ~t~r4:o ~+CEW __________ LEGAL DESGRIFTIflN _____..__, r'c~rm~~ a _ T~rp~ . ~t~JL' F~~A~lE ~~~i . 131 ~7c~~ , ~ ant 2 Cars . P~:a~~~d~~ l~~w; SI?d~sL,E FAM~I~~ T~,c~~nshic~` F?N~ ,~, ~4r,Fi 1 ~ nos : 1 ua~~~ : n Suhdztrisa.~-~n' TT~'FA.NY p.~r THE SEA . ,,~st : fi~:~ . ~Q 7t*~Pr~v l Art~~c~ un ~ ~,P~ ~,. c~ :_, S ~ ti~ . ~ ri F4+.:.zk L}e'~c. ING~'c~Iel+ ~'LUP'iE7Ns^, IN ~E~ RESIL~ENCF" ___.______~ Oi~NER TT3F~RI~IATIflI!I - - - ---- APPLICATI~JN FEES -___d N~~~: ~R~iU~3 ~ ~ FERMI`f' ~?5 , t7~ y~~f~~~4 ~ ' 2.'~.T.~ p1L? `"- rA LA~YE ~?AT~R IM?a?9.!:'T FEE Sr! , nri A'TT.A~VTI'~ B~A~''~; FL~'Ek~?hA r~~.~ ?~ wEG~'~. TA4FA~"~`~' FEE ors r~~j Ir~~~n~~ ~ `:~~ ~ ~ ~ ~~ .. ,~,+s~ri :WA'~~P..~~~~TA~ SCE.. ~~'' -.._____ Ct`3.NTFt.ACTrJ~t.;:.~PIFC]RMATIflN __.~._ _ EA~~}N ;"Akt `.~`~ ~~ . n~~ ~ta~n~ ; w~:;~;ti 1=±A~?#~~.~ S~ PI.~t)M~ r ~''~ ;`AF IZ':~L IMI~F~-~"JE ~J . nn y~ ~ t ri, ~i~a."` .. u ~. ~..N`a :.t ~3.a ~~r+t'G~~;.n'2.: ~.~-~:::~ 3~c. ~ ~ ~ , _.. .. .,:~~ flfi.,- ,. -:r., _, ~-` ~=T~~" ~'~.~"~C y r { -( ~ ~rr ~ y ~ ~T ~~~~::J~.1NV 7 Lla~ r l~T faL"S~ ~.y ~,1 ~~~i + tp ~ p ~,~P~f~~.? '~.~~1111'I~~i~%~N ?ail ~l (1 ~`i~ '~?1~,~-~., Te~~: 4 Lx<<~nsa~: ~E^ Ii J1a9F~Af''T FEE n.~}f~ _ r ~~ NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BULLDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK M1JST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER°CONTRACTOR OR OWNER ~~ "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR ; VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT ~ ~~~ 7185.40 14 ` Date: 5/15!95 01 Rcpt: OFt,~988 / ~„~ ~ - - _-~.- ~~ 21890 14(!0 :: ,. r ~ _...r. ~ ._~ i ~...~* r ~~' PERMiT NO.. l~ /DL,~_.~.._..t'r~TE...~~.~ ~ j~ LOCATlOi~! ~~ ~ ~C1? ._.~ ...~M --~-r-:- LOT OWNEf2 C0NTftACT0 .........................................r............. .......~.........__........_....~ ~... ~. ..............................................._.............._....Vf.r UE ~.~~~..~..t'~.~z....~. ~`r~ii~~7~~t~tk:+6 PsR-seal' , ~ . c~~o~i~o 10101 .. ,: ?Rf~1Stk? c ~ ~ti C~ SCaIb~/~ t8~e~ ~.~ ~ ,+~;+ °,!?r~:+ DEI~i4R"~MENT OF BUILDING^~ .~'~ t:~u)~~~~~u> n,),~?~k)r Y~ a . + .jcp(- ~?d~~ (~~'~~~~ CITY OF ATLANTIC BEACH `~' ' ~ ~ ~ _ t ~ ~-~ V-~ '~" => _____ FERMIT INFORMATIQN _____~.. _____..__ L~?CATIC}N INFORMATIQN ------*,-- I/ern~it Nur~L~~r: 1.Q1~',], AddrP~~~ 221 ALIr'f~: LAME ~. F~r~r~? t TyP~: SL?ILIPII`ff~ ATLANTIC I~EACIT, FL4FIDA 3~2:;~? ~y l ass ~~~ War3~ : NEW --____,___ LEGAL DESCRIPTi(?~i ___- _ r~c?nst.~:4 Tvr•e, W~?CP P'FCAM1:~ ):,.cak. 2~ Black. S~ct~~n: ~ f'r~r a~Rd TjQe: '~INC,LE FAMILY' T+'.~;,~nst"Zi RNG: n ~'~ ~~~~llin~rs= 1 C'o+.-I~: Q Sulr*d~viwiax~: TIF~'ANy BY THE SEA ~`~ ~TTipL"~v . Cn~~ + ~~ _ T~C~1 ,Fetes : ~1"'Q3. B~? E G ~ >~~rl~ r'.. ; "ON 'U~m N CME I;'Ef~ PLANS - IiSF._28~r~ -- RADON-1?333 __________ pWNER INFQRMATIpN --- ---- APPLICATIC3N FEES ---~_- -i~, ciARY C!~I~EMA?~ -PERMIT ~~.~~€.5Q Ad:~re:;s : 11.45 E. L?NTCSIDE L~RItTE - WATER IMPACT.. FEE Sri . 0~? ;v ~ A'S~,ANTIC f3~ACH, FLC!RII~A ~2~ =3 - SEWER 1A4P~C~'. FEE 7Q,f)0 ~ ~U~~~~t~~' d$~4)273-42'9 ,° -~A'P'E'R'ME~f'E~~TAI' ~a5.~?€~ + , ~ ~"AD~'N OAS-H , R . S . ~ 5. 8 S , ,~----__ ~ ; ' Ct?NTRACTOR,, ~NFORMA'.~~QN -_-° RA.DC~N CAB 5~ $Q~ 3I _ ~ ~ Itar~te: f3RAUi? DtrST~N/BUILD, iN_.. ~ AP,~ITAL IMPROVE .5325,QQ ~ ~~ PF~.~N~TL VELA BEACH, FL ~2fl~J4 ~ Ci?OSS CCSNPiECTZON ~3~.0'? i~~,~_ens~~~ GR^~~`t45S ~~~ Tyre : 1 SEC H IMPACT P'EE ~Q . C10 -~~ - Cr!'iST . S;JRCHARGE S~ . 5? ~ ~,SC"FiA~OI~JRTL .`BC`H . ~C+. 2 :~ ,~., ~'' - ~. NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTE~~~~~~~~~RINC~i,_{yi : ~' ` `- ~ ~~~~ PERMIT VOID SIX MONTHS AFTER DATE OF ISSU~ ~.. " ' ING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE C RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ~,_ _, . C,;~N RB~S~L-T ~N " ~-ILURE '~O COMPLY WITH THE MECHANIC'S LIEN ~AW 4 . ~,T 3 PROPERTY OWNER PAYINGTWICE FORTHE BUIL~S'~~~~I~~~VEMENTS" ..,'M ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND S~JBJECT TO REVOCATION FOR TION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH B ILD NG THE T 00040(rQGS- 40UO000KlO filS.CrG 6Q :~ ~z~c<, :~ E~ ~ t~~+(lt1~i97~ 5/09/9S lD~~l~l~ R D t ~~ ~ ~. op a e: -__.. _ By. ., ff~,.- s ~ ,` f 98Q ~~~~ t~ ~~~i~~~ t 17 +v4at rajiear+r ~r~e. ~r .~ _i~.. bdt 1,3:x.. it Y`J fir. R 1 :. 1 ~ elzcan Bay Homes Building excellence and experience into exceptional homes. May 8, 1995 Building Department City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Re: Lot# 22-Coleman Residence Dear Messrs. Ford and Worley: As you are aware, sewer and water impact fees for 26 residences have been paid for by us for Tiffany by the Sea. This is to request that you do not charge Mr. Coleman for these fees again. Please do not hesitate to call me if you have any questions regarding this matter. Sincerely u s, ~.~~ ~I ~ Safa Mansouri ~~~gIId~~ ~~Y 0 91995 tJ Building and Zoning 95 Kimberly Court • Atlantic Beach, FL 32233 • 904-249-3004 ~~ ,.r ~~ ~ A Division of Pelican Bay Development ~- ~-' • - ~~ - -- - ~~ May 8, 1995 Building Department City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Dear Messrs. Ford and Worley: This is to certify that plans for Mr. Colman's residence for lot 22, Tiffany by the Sea, have been received by the Architectural Review Board, and they meet all the requirements set by the Covenants of Restrictions and Architectural Guidelines. Sincerely .. , o x,995 D ~uildin~ and Zoning 85 Nicole Lane • Atlantic Beach, FL 32233 • (904) 249-3000 FAX (904) 249-3004 CITY OF ATLAt1TIC BEACH APPLICATION FOR PLQMHItIa PERMIT JOB LOCATION:~;d(,( OS~INER OF PROPERTY :,_ BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: ~~~ HOST tdANY O! THE FOLLOWING FIXTIJRE9 INSTALLED SINKS SHOWERS ~~ LAVATORY ~ WATER HEATERS BATH TUBS DISHWASHERS ~URINAL3 ~ DISPOSALS CLOSETS ~.! WASHING MACHINE FLOOR DRA2113 SHOWER PANS OTHER TOTAL FIXTURE COUNT: ~~ s $3.50 + $15.00 = S~ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIYTURSS MU8T BE IN ACCORDANCE WITH THE MOST RECENT EDITIOII~OF THE SOOTHSRiII STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INBPSC?IOIlB - (904) 247-5825 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ~ ~ ~ ~ ~ ~ ~ C,/~1 ~ A-NFi S " ~ '" ~ ~~ Date Heated Square Footage a~J y @ S ~Q,~Q per sq ft = S /q ~~SG~ Garage/Shed ~s~~_@ $ ~ •~O per sq ft = s ~~.~ ~4~Z Carport/Porch a ~ y @ S ~-3•~ ~ per sq ft = $ ~. ~''~ ~- D e c k _ ~@ S____,L.~r.-Per s q f t = S ~ ~ 3 3 Patio G @ S ~ per sq ft = S _ TOTAL VALUATION : S a ~ jO ~ ~ Z 2 ~l ~ ~ ~! ~ L~(~~,Z}~ s ,O~~,r~C3G5 ~T Total Valuation 1st S1o~~u~~ !/~ ,~?4Z- ~5/acs s 35~~ °G- _ Rema~ ng Value ~. per thousand $, ~ or portion thereof TOTAL. BUILDING FEE $ ~ + 1/2 Filing Fee $ 1ft~5-S (~,,.} Fireplaces @ $15.00 $ 3 O• ~ O BUILDING PERMIT FEE $_ l~ ~~ '`~~ WATER IMPACT FEE $. ~_,_.._ SEWER IMPACT FEE $ WATER METER/TAP S ~~ .S'< O. O ~ CAPITAL IMPROVEMENT S ~__~Z,S-_ 4~_ SEWER, TAP S~ _ _ ' (/,23~ RADON (HRS) .0050 S !5 SECTION H PAVING ( ) S _ HYDRAULIC SHARES S ~ _ CROSS, CONNECTION S _ ~ ~ (/~3~ SURCHARGE .0050 $ 5~ Z OTHER S GRAND TOTAL DUE S ~ ~ ~ 3 ` ~ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing __ Electric/New EiectricjTemp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ,' ~ ~~~~] CITY OF •k_.~i:k;'! DES'.^IPTIO)i V ``1~ r7 APR 191995 XUO~I•.\il~l)IF.kii~i~ Lot" ~ ~~' l3lcck s..---------Saction I---__.__: ,; -------- Buliding and Zoning •~.kLE.PI!(,.L:iwi1,:,7.a;~Ri it:rrL lia~+~~^ // -I~1 ~G~s~• La~~ It in o FLOOD HAZARD D63CRIP?IOtl Of' MORK icc.i :'one: -------------area complEtta~ page 3. OtIING INFORJlATION o:, i ng Proposed JJ~ istr.ct: Uaet____ ~E'-SIG~.~~G~-~_^_~ xceptions or llriet r Dvscr2ption:_ ~1~_^~__s~n~S.e i-~Nnt~ GonSM~~M c~ -~- - Clalrc of Mork: thew/Remodel/Ad~lltion)__ ~_~_~__ ___ type or 00 Eotimated Yalue g^_~~j~Z`~¢ _``~°__~ ltaterial~:-_ VY1~hU~~~?y~ ~jt,aGC~J solid or UU/ Filied tirauad t ______RooS : _~!~ `~.~ ~ _ _ _ OMNER INFORpATION ' Mettlod of Heating 1 __ ~~ ~'~ ~~ ~~ -- Property Ovnerl __~??_~..~~~~W1Zn______________________ Pho~e1 2¢~w000~o-~-- floiling ~,~, ~j '~- L.1 K x--51 ~ CJ"1'•~ Addrees_------,y_. _-_.._..----....----.._-_.-...._^_-_ _-____-_~- ---- ~ i-' ctM ~' LG _ ~e :~.... ~~ __----------°--- Zip: ---------------- CONTRACTOR IfIFORHATZON Coatraator: _ ~j ~a:~.~- («e~l'~V~ ~~,~11~. _~ !'`1G-~ Phone: _~ ~~: ~"_~_~1~ Msilirtg ~ - r - ---______ AddreRwt___~...1/~_ I~OX ~~~'~ ~bnkG -l ~'ol ~r~ ~j ec-GL, ~ 2004--- Zip: -.._.... «~ ~.. ~ -..~~ ~~..-...-...-_.. .--------t-_..--- - ,i ~, Expirwtion License Nuweert----~-r-~G~ ~~_/ ~~/7i------------------- Drte:__A~?A_ ~~0 __ • I NLR[SY ClRTIrY THAT I NAtL StAp ANp tKANIRCO THIS AI-LiCATtON AND IIUOM THE SAnE T~ le ~r.vt ANO CORACCT. ALL -ROYISiOMS OF TN[ LAMS ANO OAOINAIIC[S OOVtRNiNO tilt: TYFE ~.~ rrro~ - ~' ' ~ A~~~ fr cnRFLtso MtTN. MN[TNSR »[CZIICO N[R[IN OR INIT. tN[ GRANTING UP A I'[RI1ST UOCr; HVT rr. • _- ~~~{J ~irr Oirt AUTNORiTY TO r10LAT[ Oa CANCiL. TNr. rRUYIBIONS OF AMY F!1-ERAL. :iTATE Ok LGt:~I ! .: _". _~' y. ,'. REGULATIONS. OROINANCLS~ pR LAM!! IN ANY NANN[R, INCLtit+tNO THE COVFRNtNn pc MN.Ta:.• rtr^~ .•".• ~•::<_ /ERiORRANCC OF CUNlTRYCTION tII TNIC OJ[CT, t UNUkALTAND TnAT TNC L•.::U ANCE uv tr.i i•i.~-:' ',~~.~y'•,,;,.. CONTINOCIIT V-ON TNi AROYi INFORNATI SEtNO YNUE AND CONNECT ANO HAT Tkf: rLAN^. AfIP i'1 ~ •:'~. ~•!:~f ~ .; , ' OAtA NAVC DEER OR SNALL 1! FRDYIOtO AS REOUIRl:O. ~~ ~~ ~ 1 I`1, 1 Ovner Signature _ ~ _- -- -_---.Uatc_~f ~,~ ~J~ j ~• - - - -- •~ r Controctar aignwture __.__._.... ._.._!Iatc a C~~II~ TREE REMOVAL APPLICATION QQppRR1qq1'~'iQ~~Q~~j SECTION A - t1PPLICATIONS MUST BE RECEIVED BY CLOSE OF B45YiV~S3' TUESDAY BE.~ORE 'i'ii l•: MEETING: ~~ r ~ Co I ew, cc,y~ ~ i ~ 5 ~ , ~, ~..5 ~,~. ~ t' Buildin~4af d~~r~,n~ 1. rroperty Uwner's Name Address Telephone 1. 1, o ~ ~.~. T, 'F~'~ ~. ~ u t --~ 5 ~~., Location of "Tree 'Removal/Site Alteration SECTION 8 - {To be completed by applicants Whose property is zoned residential, includes an existing dwelling, and whicr. is not presently owner-occupied] 1. What changes are proposed to the above specified site? Y~ w~ av ~ Q- '~ U.c ~ S ~. what is the purpose of these proposed changes? het,J c~w~~~c-1~a~, s. Specify trees proposed for removal as follows: aavc ~.vuia~ a~+CCifsa .71LQ~LDA x fiV1") vnalLlOn 2 6~,~. cam- v ~~ !~ ~/' 4. Will these trees be relocated on the same property? y.J U 5. If not, will replacement trees be planted? ~P S E. Specify proposed replacement trees as follows: aacc ~.vuia~ ~~~cies alza~uan x n~"rJ ~c5~ ,,~ %. Attacr~ site plan. (Note: All trees proposed for removal must be marked on site by red tape or flagging). CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EAC1t YATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYS?EM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ~BATHROON GROUP CONSISTING OP SERVICE .SINK TRAP STAND YATER CLOSET. LAVATORY i BATH'/ (8) TUB OR SHOWER STALL (6) ~--1 v YATER CLOSET, TANK OPERATED (4) ~ BATHTUB/SHOWER (2) ___1,~__SHOWER GROUP PER HEAD (3) '.3 ~ SHOWER STALL DOMESTIC (2) LAVATORY (I) I WASHING MACHINE (3) ,3 ~_DISHWASHER (2) ~- KITCHEN SINK (2) WATER CLOSET VALVE OPERATED (8) URINAL WALL LIP (4) DRAIN (1) LAUNDRY TRAY (2) COMBINATION SINK AND TRAY (3) POT, SCULLERY SINK (4) WASH SINK EACH SET OF FAUCETS (2) DENTAL LAVATORY (1) ~xITC11EN SIN[ WITS WASTE " GRINDER (3) IDET ( $) RIM 8IN[ (a) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) LAVATORY. BARBER/BEAUTY SHOP (2) UNIT OR CUSPIDOR (1) URINAL STALL, WASHOUT (4) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) ,_,__DRINKING FOUNTAIN (1/2) ICE MAKER (112) l SURGEONS SINK (3) ~ LAVATORY. SURGEONS (2) v JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS .~ ~ ~ =20.00 EACH ~ ~ ~D.O Q JOE IIIFORMATION ~ v~ / (y ~, ( «~} L.~-~JF~ 1 FLO(IOPLAXN DEYELOPlfENT INpORHA7Y011 Type of Developments.,--,,,~..~ ..~----------------..:..______-____-- Flood Zane : __~ ______,,,_________.._ Required Lowest Floor Elevation~_______________ Zi building is located within • flood hazard zone, o survey t~ue,:t be *ade AFTER THE SLAB NAS 6EEN POURED, certifying that the LOWEST FLOOR ELEVATION io equal to or above the bsce flood elevation eetablis~hed for that zones. Ho final inspection will be wade and no certificate of occupancy will be issued until the survey in on file with the Building Departwent. . COItMEHTS Applicant Aeknovledpewents I understand that the issuance of this perwit is eoatin+gert upon the above intor~aation being correct and that the plans and srupportinp data have been or shall be provided ae sequised. I agree to co~nplr with all applicable prQVisions of Ordinance Ho. Z3-7-1i end all other lags ur ordinances affecting the proposed development. /( • - ,_ c~ Oate "~ ~~ ~~ A licant•s Si nature„_ ` -------------- PP g ----------- --------- ........__~.~.~..~~--~~...-................_-.._~..~_-~.._..-~..-r_-~_.~_..._ Oepartwent Use Required LONes;t Floor Elevation _,,,____~,____.._____ As 8uiit Lavest Floes Biovation _________________ Survey Filed with 6uildinp ~epartwent ___________ SuildingrOcpartwent Reprea~eetativEr page 3 Q c-1 f Q ~~ LC') a 0 J R] Y m U~ w Z Q ', J Z N ~ N ' ~- Q -~----- 3 0 ' 8 " --a{ 5-1/4" X 16" PARALAM ~ ~ ~------- 30 ' g " -- ~{ I-Q-~---- 30 ' 2 " e --~ ~~~II~~D APR 191995 Bu7ding and Zoning ~ ~ ~-- 21 ' S " --~~ m --~J JOB: 941679 HOUSE ACCOUNT TIFFANY 22 LOC: COLEMAN RESIDENCE 1ST FLOOR DESIGNER: DLD I 9.3.. Av 1 ` N 7 ~ 3-1/2" K S6" PAgALAM f ~Q~ 10 ~T~ 20 ' 8 " --~ -~-~°-~{~- 20 ' e ° --~ TRUSS SPECIFICATIONS FOR TIFFANY 22 941679 -HOUSE ACCOUNT TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE DRAWING NUMBER DATE USR732 95075593 03-16-1995 USR732 95075618 03-16-1995 USR732 95075594 03-16-1995 USR732 95075619 03-16-1995 USR732 95075595 03-16-1995 USR732 95075596 03-16-1995 USR732 95075597 03-16-1995 USR732 95075598 03-16-1995 USR732 95075599 03-16-1995 USR732 95075600 03-16-1995 USR732 95075601 03-16-1995 USR732 95075602 03-16-1995 USR732 95075603 03-16-1995 USR732 95075604 03-16-1995 USR732 95075605 03-16-1995 USR732 95075606 03-16-1995 USR732 95075607 03-16-1995 USR732 95075608 03-16-1995 USR732 95075609 03-16-1995 USR732 95075610 03-16-1995 USR732 95075611 03-16-1995 USR?32 95075612 03-16-1995 USR732 95075613 03-16-1995 USR732 95075614 03-16-1995 USR732 95075615 03-16-1995 USR732 95075616 03-16-1995 USR732 95075617 03-16-1995 ~~~ ". s JDC: 732 (943679--HOUSE ACCOUNT TIFFANY 22 1 / F3 15' SY42 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 CLEAR PANEL LENGTH 02-06-00, TYP. ( o = ODO PANEL ) e .. r THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITT + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: THIS TRUSS MUST BE INSTALLED A5 SHOWN. IT CANNOT BE USED UPSIDE DOWN. BY TRUSS MFR. c to v tU Ln 0 v cn cn 6'7"8 L3X5 C2-~' v T . TYP . - CI ARY- CLARY A Divialon Pf A]O1m F+NIS~r"tl ProWCt~. 1901 S. Great SoutrrNest PKMy 6ranG Prafrle, TX 75051 (2f 4) 660-3940 ~--- 2 ' 6 " ---~ i'9" I 6'7"8 _i **IMPORTANT** cuRr DIYISION aF ALPINE WARNINGIS ~auIAE ExTREME cARE SHAH NOT ~ RESPONSIBLE FOR IN HANOLIN6. ERECTION AND DEVIATION FROM THIS DESIGN OP T/ESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD T!E TRUSS IN CONFORMANCE NITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMAlENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA 6ALV. STEEL MEETING ASTM OUIREIENTS. UII.ESS OTF¢RMISE IAOICATED, TOP MA6 GR B E%CEPT AS /gTED. APPLY CONNECTORS TO EACH FAQ OF CNORO SHALL BE LATERALLY BRACED NITH PROPER TRUSS A1O UA.ESS OTHERMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYMOW SHEATHING. BOTTOM CFIORD CONECTORS PER ORANINGS 130. 150 i S60A{, DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING -- SEE CONFORM "/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE C//1/91) FOR SUGGESTED SEAL ON THIS ORAMIN6 APPLIES TO THE COMPONENT DEPICTED HERE ORYMALI APPLICATION. FURNISH A COPY OF THIS IN ONLY. AND SHALL NOT BE PEI.IED UPON IN ANY OTHER 1U1Y. DESIGN TO THE TRUSS ERECTION CONTRACTOR. v .., TC LL 40.0 PSF REf TC OL 10.0 PSF DA' BC DL ~J' .O PSF DR1 BC LL 0.0 PSF BY: TOT.LD. ~JJ.O PSF OUR. FAC. 1 . OO coerTNr, 24.0" t e u.~uuu 12--36710 03/16/95 iR732 95075593 MEJ I`i,/i 15' OVER 2 SUPPORTS R=625th W=8" R=B25# W=8" 7 ~ r. ~n•o• cv~a ,, r r Tuic nWr_ cocoeocn F[70M COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR Job: /~z ~~•.,., - TOP CHORD 4x2 SP I~2 N BOT CWEBS 4x2 SP #3 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-06-00, TYP• ( o = ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED A5 SHOWN. IT CANNOT BE USED UPSIDE DOWN. c N V fU UJ O V LJI L7 U7 d ~fCu n U C2X4 (R)~ 4' 1 N 8 ~~-•~- 5.4 H 8 _I C3X4 C2X4 C3X4 C3X4 C3X4 v C X4 R=587# W=8" C2X4 (R) C3X4 C3X4 C2 X4 C3X4 C3X4 " ' B 10 UvCF'1 C ~urrun i ~ v C2X R=587# W=8" 37 **IMPORTANT** CLARY Drv19IDN aF ALPINE WARNINGTRUSSES REWIRE EXTREME CARE TC LL 40 .0 PSF REF R732--36711 SHALL NOT ~ (ffSPONSIBLE FOR OR ANY OEYIATIdi FROM THIS SIGN OR TVIE9E SPECIFICATIONS IN HANDLING, ERECTION AND BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN //~~ TC OL 1 0 . V PSF DATE 0 3/ 1 6 /95 CLARY , FAILURE TO BUILD THE TRUSS IN CDfEORMANCE MITH OSTBB BY TPI. TM FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TOP UNLESS DTFfRMISE INDICATED IREMENTS BC DL 5 . O PSF DRW U9i732 95075594 A DiYlsfon of Alpine i 'ee P CLARY CONNECTORS ARE MADE OF 20GA 6ALY. STEEL MEETING AS M~6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF , . W CHORD SHALL BE LATERALLY BRACED NITH PROPER T BC LL 1/ • O PSF BY• MEJ ma HNl roeucts. Inc 1801 thwe S t TRUSS AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. PDSITION CONNECTORS PER DRANINGS 130. 150 C 1fi0A-F. DESIGN STANDARDS ' TOM CHORD LV ATTACHED PLYNDOD SHEATHING, BO MITH PROPERLY ATTACHED RIGID CEILING - SEE F H ESTEO TOT . LD . 55 . O PSF s ou S. Great Pk My. Graf1D Pralrfe, TX 75051 S Cd~SORN M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER SEAL d+ THIS ORANING APPLIES TO T1E COMPONENT DEPICTED HERE O SUGff TEOHNICAL UPDATE C//1/91) ORYMALL APPLICATION. FURNISH A COPY OF THIS DUR . F AC . 1 . 0 0 )214) 6603940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. "--TPI ~ TRU$S PLATE INSTITUTE. NOS ~ 1991 NATIONAL DESI DESIGN TD THE 7RU55 ERECTION CONTRACTOR, GN SPECIFICATION FOR N000 CONSTRUCTIpJ n SPACING n4 0 " r 1 t Job: 732 (941679--HOUSE ACCOUNT TIFFANY 22) / FS 30'8" SY42 TOP CHORD 4x2 SP #2 N BOT CWEBS 4x2 SP f3 Dense :B2 4x2 SP #2 N: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH 02-06-00, TYP. ( o = ODD PANEL CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE I5 ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. G ~, i v THIS DWG. PREPARED FROM COMPUTER INPUT (t_OADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. } 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACKS REQUIRED AT 10'0" MAXIMUM O.C. SPACING PER PCT-80 SECTION B00. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. **WARNING** AN UPLIFT REACTION OF -90# OCCURED ON A NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED RECOMMENDED CAMBER TOP AND BOTTOM CHORDS i/4" AT MIDSPAN. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE GOWN. I I N C4X5 9 , i "8 -~ - ~ 14 , 3.. L m.~_ X4(R7 C2X4 (F q i'+4' 1'4" ___L._ 20'8" W=C3X4 10• C~X4 C3X4 C2X4 r 30'e" OVER 3 SUPPORTS R=1046# W=8" R=2043 W=3"8 R=465 W=8"~* c V ro cD cn 0 V cn to ID to h'L 1 1 Th'.- V AHT-VC N **IMPORTANT** GLARY DIVISION of ALPINE MJARNINGTRUSSES REQUIRE ExTRENE CARE ~ - TC LL 4O.0 PSF -- - - -- REF R732--36712 SWLLL NOT BE RESPONSIBLE FOR NATION FROM THIS OESIGYJ Op THESE 3PECIFICATIONS, ~ ANY IN MANDLIN6. ERECTION AND BAACIN6. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 1 O.O PSF DATE 0 3/ 1 6/ 95 C L ARY FAILURE TO BUILD THE TRUSg IN C(MFOiMAl~E MITH BSTBB BY TPI. STEEL MEETING ASTM F 20GA 6ALV FOR ADDITIONAL SPECIAL PERMANENT BRACING HE TOP UNLESS OTMERMISE INDICATED fM/IPEMENTg BC DL 5 • O PSF DRW USR732 95075595 A D1v1"San of Alpine Nl tlroM'"0 R'"w I . CLAi1Y CONNECTORS ARE MADE O AII6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EAW FACE OF , . CHORD SMALL BE LATERALLY BRACED MITH PROPER EATHING BOTTOM CHORD BC LL O O PSF BY: ME J p nc cta eat 18 th TRUSS AND LRA.E55 OTHERNISE LOCATED ON THIS OESI6N, POSITION CONNECTORS PER ORANINDS 130, 1'30 C S60Af. DESIGN STANDARDS ' , LY ATTACHED PLYMWD SF NI TN PROPERLY ATTACHED RIGID CEILING -- SEE F STED TOT . LD . 5 rJ . O PSF N 01 5. Graat SOU Pkwy. Grano Pralrle, TIC 750$1 S ~pR" M/APPLICABLE PROVISIONS aF NOS C TPI. AN ENGINEER SEAL ON THIS DRANIN6 APPLIES TO THE COMPONENT DEPICTED HERE OR SuGOE TEGMICAL UPDATE p/1/911 ORYMALL APPLIWTION. FURNISH A COPY OF THIS DUR . F AC . i . O O (214) 6603910 IN DNLY, AND SHALL NOT BE REL IEO UPON IN ANY OTTER MAY. DESIGN TO T!E TMriS ERECTION CONTRACTOR. 24 D " "--TPI ~ TRUSS PLATE INSTITUTE. NOS ~ 1991 NATIONAL OESI BN SPECIFTCATION FOn MDOO CONSTRUCTION SPACING " f ~_ wr r " nnuonrco ruonr n nAnc c n7ucut:Tnuc1 cuaAlTTTCn av TALISS MFF JOC: 732 1941679--HOUSE AGG~UNI I1ttArv7 e[ 1 / re ~~ e o aTgc TOP CHORD 4x2 SP #2 N BDT CWEBS 4x2 SP ~9 Dense :B2 4x2 SP #2 N: **WARNING** AN UPLIFT REACTION OF -151# OCCURED ON A NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. CLEAR PANEL LENGTH ~ 02-06-00, TYP. ( 0 ODD PANEL ) CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C4X5 Q 9'1"8 C2X4 (R) C3X C X4 C3X4 X4 1'4' ~+- 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACKS REQUIRED AT 10'0" MAXIMUM O.C. SPACING PER PCT-BO SECTION 800. c STRONGBACK MATERIAL TO BE 5UPPLIED BY ERECTION CONTRACTOR. In SPECIAL CONNECTION/HANGER FOR 424.78# REACTION AT RIGHT END. v REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ro RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIOSPAN, ~ NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. ° IT CANNOT BE USED UPSIDE DOWN. ~ cn cn SD rn -14'3" -~_m ~ C2X41(f 2 ~W=Tis2512 ~{' 9 ' 6 " 8 C3X4 R=1027 W=8` - 1.I ~NY- 30'2'8 OVER 3 SUPPORTS R=2090# W=3"8 **IMPORTANT** aARr DIVISION OF ALPINE WART\II\l7RtISSES REDUIRE EXT(EME CARE SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION APO NATION Fr10M iNIS DESI9d oR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 ar TPI. SEE THIS DESIGN C L ARY FAILURE TO BUILD THE TRU55 IN C0IFORIANCE KITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CIARY CQNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREIEMTS. UNLESS OTIERNISE INDICATED. TOP A OfYlsfe" of AloiM A116 Gil B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE ~ CHORD SHALL BE LATERALLY BRACED MI7H PROPER Enplnov"o ProWCta Inc TA<J55 AND ~~ OTHERMTSE LOCATED ON THIS SIGN, POSITION LY ATTACHED PLYM000 SIEATHING. BOTTOM CHORD CONNECTORS PER ORAMIN0.5 130. 150 C S60A-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. 6r`Bfit SOULRMGSL PkMy. CONFOWI M/APPLICABLE PROVISIONS OF 1105 C TPI. AN ENfiINEER'S TECINICAL UPDATE I7/1/811 FOR su00E5TEO Grano Prairie, TX 750$1 gAi ON THIS ORAMIN6 APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN OILY, AND SMALL NOT BE REL TED UPON IN ANY OTTER MAY. DESI&J TO THE TRU55 EfECTIW CONTRACTOR. •--TPI ~ TRUSS PLATE INSTITUTE. NOS ~ 1991 NATIONAL OESIGl/ SPECIFICATION FOR HOOD CONSTRUCTION 1'4" Rs425# W=3`~K'K TC LL 40.0 PSF REF TC OL 10.0 PSF DATE BC DL 5.0 PSF DRW BC LL O.O PSF BY: TOT . LD . 55 . 0 PSF DUR . FAC . 1 . 00 a V C:J V V 2--36713 03/!6/95 A732 95075596 ME N Job: 732 (941679--HOUSE ACCOUNT TIFFANY 22) / F2A 30'6" SY42 TOP CHORD 4x2 SP #2 N BOT CWEBS 4x2 5P #3 Dense :B2 4x2 SP #2 N: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH - 02-06-00, TYP. (D = ODD PANEL CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TD ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. , " THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. t 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACKS REQUIRED AT 10'0° MAXIMUM D.C. SPACING PER PCT-BO SECTION 800. STRONGBACK MATERIAL TO BE SUPPLIED 8Y ERECTION CONTRACTOR. **WARNING** AN UPLIFT REACTION OF -114# OCCURED ON A NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED RECOMMENDED CAMBER TOP ANO BOTTOM CHORDS 1/4" AT MIDSPAN. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. C4X5 9'i"8 C2X4 (R) 3X ) 1+'4' _.1_ R=1037 W=8" 30'6" OVER 3 SUPPORTS R=2064 W=3"8 i'4' R=450 W=3"B~K~ c v IV co v, 0 V cn to co v PLT. TYP.- ARY-V2 P _ _ Se q: 37996 Rev 7.3 SCA E = 0.2500 **IMPORTANT** cLAaY DIV3fiIDN DF ALPIIE WARNIN~RUSSES REOSIIRE ExTREME ~,~ TC LL 40 .O PSF REF 8732--36714 SHALL NOT BE RESPONSIBLE FOP DEVIATION FRd1 THIS DESIGN OR THESE SPECIFICATIONS, OR ANY IN NAN0.ING, EiIECTION ANO BRACING. SEE HIB-91 BY 7PI. SEE THIS DESIGN TC DL 1 O.O PSF DATE 0 3 / 1 6 /95 C L ARY FAILURE TO 8UIL0 TIE TRUSS IN CONFORMANCE KITH OSTBB BY TPI. STEEL MEETING ASTM CLARY CONNECTORS ARE MADE OF 206A 6ALV FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERIIISE IlOICATED, TOP BC DL ~ • O PSF DRW USR732 95075597 A DSr111"n p{ AI"SrK Tnyiner°E Pruq¢p, Inc . M~6 GR B E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF OTHERMISE LOCATED ON THIS OESIGK POSITION CHORD SHALL BE LATEMLLY BRACED MITH PROPER BOTTOM CHORD LY ATTACHED PLYN000 ~EATHING BC LL O - O PSF BY: ME J Grtet SOULnMGSi Pkw IBOS S TRUSS ANO IRA.ESS CONNECTORS PER DRAMINGS l30. 130 6 3fi0A-F. DESIGN STANDARDS P N ENGINEER'S , MITH PROPERLY ATTACHED RIGID CEILING - SEE TECHNICAL UPDATE p/1/91) FIXI SUOOESTED TOT . LO . 55 . O PSF . y. Grena Preirfe, TX 75051 I. A CONFORM N/APPLICABLE PROVISIONS OF NOS C T sEAI ON THIS DiLiMIN6 APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPLICAT70N. FURNISH A COPY OF TN IS DUR . FAC . 1 . O O (21~) 660-390 IN QtY, AND ,'R1ALL NOT BE RELIED UPON IN ANY OTHER MAY. .__ror roilec R •TF iNSTTTUTE. NOS ~ 1991 NATIONAL DESI DESIGN TO THE TRUSS ERECTION CONTRACTOR. GN SPECIFIGITION FOR NOS CONSTRUCTION SPACING 24 0 " __ „ ~ M 20 W HS2512 C3X4 9'10 J F7 20'8" SY42 ~ TIFFANY 22 ~ k -HOUSE ACCOUNT 732 t9A~679- Job: TOP CHORD 4x2 SP ~2 Nense BOT CWE S 4x2 SP #3 O TH 02-06-00' TYP . l o s ODD PANEL ) I CLEAR PANEL LENG DIMENSIONS) 5VO'"' • ` FRD-~ CpMPUTER INPUT tI.DADS & ATTAT~ THIS DWG. PREPARED gTRONG9~ATERIAL + 2X6 #3 HEM-FIRW~RH 3 ipd NAILS uSTRONGBACK TO EACH TRUSSBY ERECTION CONTRACTOR. BE SUPPLIED TYPICAL PLATE LOCATIONS. REFER TD OAAWING A150 FOR AS SHOWN. THIS TRUSS MU5T BE INSTALLED NOTE: IT CANNOT BE USED UPSIDE ODWN' 2 , 6., _.,_....~ N „ wsC3 a., 9 ~ 1 6 _-.. r.~x4_ ~ cax5 -C-2~`Xa (R) ~I~, y Ra1137# w=5"e PRY A OS~sO PArtoWKi~. I Tt~Y ,wnf S. .eat 5ppthMast PK _ Tx 75U5 CL 20,ew WW HS2512 -"'- 2 SUPPORTS OVER R wpRNIN~IN~NAN~- SIRE ~µ~ N q„~pY OLYISSON ~ ~E~~ SEE NllfAf BY T-P_I,,.,.~~ET BRACING ~ ExxMPORT ANT*x~ NG~~F ~ ~t~e a TPI. FORCAOOITS ~ ~C~~,~,W~S~ IWHOM°;N v THIS pE52GN DANCE NITN BS pUiP ~L ~ LITERALLY ~ gCTTt„f [ pEYIATICM FiWM TgU55 IN CG1~ ~ G S~ATHIfKi• 20GA 6ALY. 57EEL 1~£TING ASTM CMGPp FAIUkfE TO BUILG T~ TG EACH FACE LY ATTACHEC PLYMDO gIG10 CEILING ~- gE ~ECTGR+ ARE MACE OF SUGgE5TE0 CLARY ~T~, APPLY CONf~CTCRS pp5ITI0N y ATTACMEG 7ET7 CN THIS SIGN. NITN PROPERL ATE i?/S/913 FOR Ct7PY ~ TN15 A+~ ~ B E%CEPT AS CESIGN SiANCAf~ TCAL ~ ~.E55 OTHERMISE Lam' N S60A'F• AM ENGI4EER•S TEGM A~LI(,I,T ICN. Ff1f~15N TRUS'` AfA ~MUy CCµ7RACTOR. CRAMING6 33G. 380 NOS ~ TPI. 7PUS5 Ef~CtI~tPUCTICM CCNIECTGRS PER pppylSTCN-•` CF NT pFp1cTEC ~~ GESIBN TO THE ~~ C~~M yJAPPLICIAI ~ APPLLES IC THE COMPGPE'• MAY. SOECIFICATICN FGw MGGC ~_~ TA p gUIL NGT aE ~tlh ~`~ ~9 1~µ T1WAL DESIGN 10~4~8 CdX5 C4X5 C3X4 g • 4' ,. R=1137 W°`~ 40.0 P5F Rtr TC LL 10 0 PSF OAT TC OL cJ . Q PSF ORM BC DL 0 .0 PSF BY: BC LL 5 PSF TDT.LO• 1.00 nUR.FAC. _ , „„ C UI V W tU 0 y tP 37 s Job: 732 (941679--HOUSE ACCOUNT TIFFANY 22) / FB 20'8' SY42 THIS DwG. PREPARED FHOM S;oriPUreH >Nf'uI (LOADS 6 UlMtNSlUN51 SUtlM111tU CT MUSS MrN TOP CHORD 4x2 SP #2 N ~ 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACKS REQUIRED AT BOT CHORD 4x2 SP #2 N 10'0" MAXIMUM O.C. SPACING PER PCT-BO SECTION 800. c WE85 4x2 5P #3 STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. cn SPECIAL CONNECTION/HANGER FOR 580.22# REACTION AT RIGHT END. ~ REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ~ CLEAR PANEL LENGTH 02-06-00, TYP. ( o ODD PANEL ) ro NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. CONTRACTORS WARNING: ~ THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ~ AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING o INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ~ v, cn fo co ~~. L+11 C~- 4 ' 1 " 8 -~--~ 9 ' 3 " ~ ,~ 5 ' 4 " 8 -~ C2X4 (R) r.~xe raxe raxa c3x4 c3xR w=caYe 03x4 C3X4 C3X4 C3X4 C3X4 ; -- - -- 1 4" ~•4• 3X X X X X X X X X X p 9 , 3 11 _I 1i - -,..,. r~vw R=482 W=5"8 CLARY A Dlvfplm Pf Alpine Erglneeree Prpppets. 1603 S. Great SOUtftwest PMNy Grant Prairie, TX 75051 (214) 660-3940 20 ~ 8 " -~ OVEFty=$3~li1PPORTS R=1272 W=3"8 R=580# W=3" ~*IMPORTANT** CLARY DIVISION aF ALPINE WARNINGTRUSSE3 REQUIRE EXTREIff CARE 514LLL NOT BE RESPONSIBLE FOR IN HANOLIN6. ERECTION Aft OEYIATION FRDM THIS DESIGN Oil THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUSID THE TRUSS IN CONFORMANCE MITM DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLApY CONNECTORS ARE MADE ~ 20GA 6ALV. STEEL MEETING ASTM OVIAEMENTS. UNLESS OTHEPM ISE I14)ICATED. TOP A4e6 GR B EXCEPT AS NOTED. APPLY CdINEC70R5 TO EACH FACE OF CHORD 9FNLL BE LATERALLY BRACED MI TN PROPER TRUSS AIA UtLLE53 DTHERMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYMOOD SHEATHING, BOTTOM ClgRD CONNECTORS PER OFLINING3 130. 150 & 160A-F. DESIGN STANDARDS MITM PROPERLY ATTACHED RIGID CEILING -- SEE CONFORM "/APPLICABLE PROVISIONS DF NOS t TPI. AN ENGINEER'S TEOfVICAL UPDATE (1/1/931 FOR SUDOESTED SEAL ON TH23 DMMING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPLICATION. FURNISH A COPY OF THIS IN ONLY, AND SHALL NDT BE iffLIED UPON IN ANY OTHER MAY. DESIGN TO THE TRU35 ERECTION CONTMCTOR. M--TPI TRUSS PLATE INSTITUTE. NOS ~ 1991 NATIONAL ~SION SPECIFICATION FOR M000 CONSTRUCTIOV TC LL 40.0 PSF REF TC DL 10.0 PSF DATE BC DL 5.0 PSF DRW BC LL 0.0 PSF BY: TOT . LD . 5rJ . 0 PSF DUR . FAC . 1 . 00 SPACING 24.0" t = U.J/LJV 12--36716 03/16/95 iR732 95075599 MEJ N ,. Job: 732 (941679--HOUSE ACCOUNT TIFFANY 22) / F5 9'6'12 SY42 TOP CHORD 4x2 SP E2 N BOT GWEBS 4x2 SP E3 N ..NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) sUdntn to dT 1rluaa nrr1. SPECIAL CONNECTION/HANGER FOR 525.94E REACTION AT RIGHT ENO. C REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. to CLEAR PANEL LENGTH = 02-06-00, TYP. ( o = ODD PANEL ) ~ fLl cn 0 v rn 0 0 ~---- 2 ' 6 " --~--~ (V -~-~ 4 ' 1 " 8 ----~ C-C-4' i"8 P C2X4(F~~XQ C3X4 C2X4 C2X4 C3X4 C3X4 C2X4 (R) v v . .-, .-~ ~ __... ,..,.,. ~~~~ (`~Yd r. x R=526# W=5"8 9'6"12 OVER 2 SUPPORTS R=526# W=3" P - - Hev 1/.~ spa r ><v.auuv PLT. TYP.- C ARY-V2 C R **IMPORTANT** CLARY DIVISION aF ALPINE WARNIN~RUSSES REQUIRE EXTREME CARE ERECTION AND NO IN6 TC LL 40.0 PSF REF 8732--36717 SHALL NOT BE RESPONSIBLE FOR L . IN HA THIS DESIGN TC DL 1 0 0 PSF DATE 0 3 / 1 6/95 OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 8Y TPI. SEE CLARY FAILURE TO BUILD THE TRU55 IN Cp~'OfMANCE NITH DSTBB BY TPI. FOfI AOOIT IONAL SPECIAL pER11AtENT BRACING RE 8C DL 5.0 PSF DRW USR732 95075600 CLARY COMIECTORS AlE MADE OF 20GA 6ALY• STEEL MEETING ASTN EACH FACE OF RS T DUIRENENTS. UNLESS OTMERNISE INDICATED. TOP CHORD SHALL BE LATEMLIY BiNCEO NITH PROPEi1 f~ 0 PSF 8Y: ME J O A OS~Se1pn PT Alpine M~6 GR B EXCEPT AS NOTm- APPLY CONNECTO Inp1rmM'6tl PI'pyyLCE. Ini TRUSS ANO UNLESS DTNERNI~ LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYNOOD SHEATHING, BOTTOM CHORD NG SE BC LL `~ O 5 5 PSF CONNECTORS PER ORANINGS 130. 130 6 S60A-F. DESIGN STANDARDS - E NITH PROPERLY ATTACHED RIGID CEILI TOT . LD . . 1807 S. GreOt $OULhMeSt Pkwy. CONFOiNI N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TEWNICAL UPDATE (7/!/91) FOR SUliOESTEO ISH A COPY of THIS FW FAC DUR O O S GranD Prairie. TX 7506E SEAL ON THIS DRAMING APPLIES TO TIE COIPONENT DEPICTED IE~ i pRVMALL APPLICATION. . . . (21,) 660-3940 IN DTA.Y. ANO SHALL NOT BE fELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CdlTfUCTOR. CDA(`T Nf, 2 ~ . D " j F6 9,i.d gY42 r TIFFANY 22 ~ ' ..~~ ~cE ACCOUNT ~~4x2 SP ~2 N p CW ~~ Ax2 5P ~3 AS SHOWN. . THIS TRUTS6E USED UPSIOE D~~N• NOTE. IT CANNO INPUT t~0A0s d ~-.. RIGHT ENO. c cOKPUTER REACTION AT c!3 PREPARED FROK R 525.9A~ ~ THIS ows. HANGER FO TE LOCATIONS. .~ TION/ w CONNEC TYPICAL PLA SPECIAL :000 PANEL 1 n~ RAWING A~50 t)2 06_00. TYP • t D REFER TO 0 ~ LENGTH _ ~ CLEAR PANEL o cn rn 0 r 2, 6» N 4 ~ 1 N $ G3Xq .. m A 4 tRl Q,~"8 G2XA w C2XA C3X C2X i C2XA (R~XA C3XA ~- C XA C. v X~ d ~ C X ..~-- ~~ R=526 W=3 xA OVEa ~ suQ¢oAZs RR526# W_3 8 C D~'a:ap PruM~ie"`I ErtY _~• OI[M ~DUIRE £XS~~ ~ RNIN/~TpV$SES ~pTTON ~y ~y ~ A VIN HANGLIN6. ~E THIS DES26N I~ M 1PI- LING PE OIYISION ~ TµPBI.E FOP CTNG. SEE NIB`ECIAL PE~'~T CFA TOP G'AF1Y gESPOMS ANY ~' IT IONW- ~ I5E If61ICA :XIMp~~j ANTS*G~ "°~~F~uN2~ ~ B iPI. SIP ~NiS, IML~~~u~YN9MCEU~NSt CNGFiD ~.(IA'tIOM FLU T GTPU55 IN L0~ ~~STFfE MEETItX' AST CNOAD SMAS-D pI.YNGGfl SF'IEATNING ~ILING ..- 5~ FADE ~ MAGE GF ~t~L01gf070R5 TG EAR ITION IY.ATTACNE ~,y,Y AT'i ALNED AIG FOA SUOGE5TED FASIUPE TG BU TON' APB- SIGN. PDS MITN PNO~ ~ppATE (7/1/9151 A COVY OF THIS CL~ ~ ~T~ ~ ~EOL~ ~ ~~TPGESi~ ~ ~ ~g T~~TAppt~zcAT ~cT2~ ~T 1L~ECTOPS ~aICABt.E ppOVISIONS i1£ CDNTp 1~ MAY. ~SSpECIFICATION FOA HOOD ..+..• ~FDRM M/A dpANING A~'IfEIIEA ~~ IN ~ g9I NATION- OESI~ n°• pgF Qtr 0 i TG LL ld 0 PSF DAji TG OL 5.0 PSF ORW gC OL 0 . ~ PSF gY: gC LL 5 pSF ToT .LO. 1 00 nuFa.FAC• _. n" Y 22 ~ J F6A 9'4"~2 ' ~ ACCO~INT 7IFf AN bt 732 lg4~fi79~'HDUSE gp #2 N 0~ HPSq~Sp~SN WE6 A5 SHOWN. . THIS TPDTSBE USED UP IOE ODWN. NOTE. TT GANNO NPU'T (LOADS 6 "i°"~ gIGNT END ~'* EDµPUSER I REACT TON AT ppEpARED fRDR T}{IS DWG . 525.94 T IQNS . N/HANGEP FOq PLATE LOCA SPECIAL CONNECTIO TYPICAL =ODD PANEL ~ A150 o O Og-00. TYP . t ~ PEFEq TO DPAWING CLEAq PANEL LENGTH a 2 , 6A ----"'4 a 4' 1°B C3Xd m 4 4 tRl Q,I„B C2X4 w CzXA C3X C2X C2X~ tC3XA C3X4 R1 C3XA v 3XA t A ~-- ~ C3X N ~ R°526# W+3 C3Xa ovER 2 suQPOR~s R=526# w-3,. g H~RY pIVT5~5PQH51~' ~~ Y TYP -GLARY-~ * MppgT ANS*~ ~ ~~~FILATIOt6.~B PI. T ~yNTIGN fPOM THj~ TpUSS ~ ~ ~v~. STI~~ ~~y F~Af£ ~ SIGN. ~ ARY FAQ T~° ,~;o~AS ~"~o ,~~.~ ` ~ iHis ~ $TANO+~ CL Gp g E%C£Pt As ISE ~~~~ IGOA'f • GEGLGN ~, ~ ELI S ~ OT AaA6 lM- 6 TPI. OFUNTMO ~v ~~S~~NT OEPIGt£G ~~ pER ~Tr7~~io p°roawci~I^6 CTORS ISIOHS OTTIEA NAY. _...... r~160i1Y` M/APP~.~G~~ APp~1E,5 tEP ~~ IN ~.o9i W,TIONA~ ~ 5 PE~IIPE E%TNENE ~ WARN~N~I NN NN ~IfW. ~~,HtS pESIGN SE£ NIB~1 9Y TPI • ANT BNI.CING fiE ~C~pIT IOWS- ~CQ IEPMISE TDOICATEO. TOP ~CNOPD ~µ,~ ~ N000 Sf~AT~~CE~IlW Cf'~ LY ATTACNE~ ~'ATTACNFA HIGIFM ~pE5TE0 M£T~IPL~A~ ION ~ ft~ I~ CQM~' OF THIS CTOP. OpYNA~ .. tNE T~51rrol5TiWCtI__ _ M`~ PSF Nt~ ~ TI TC LL 10 .Q PSF DA TC DL 5 , Q PSF DPW gC DL Q .0 PSF gY: gC LL 5 pSF TDT .LO. p0 FAC• 1 D~1R • a 4.0 N CI N D w N sA tf~ 0 v tJ~ rn 0 N s S Job: 732 1941679--HOUSE ACCOUNT TIFFANY 22 l / F9 ii'5' SY42 TOP CHORD 4x2 SP *2 N 807 CWEBS 4x2 SP #3 N NOTE: ITICANNOTSBEUUSEDEUPSIDELDOWNAS SHOWN. C2X4(C3X4 v .~ _~__. R=628# W=3"8 e P + THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED SPECIAL CONNECTION/HANGER FOR 627.95# REACTION AT RIGHT ENO. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-06-00, TYP. ( a = ODD PANEL ) f 2~6" 5.4.8 _I~m 5.4 „ 8 C3X4 C2X4 R) v .~ 11'5" C2 OVER 2 SUPPORTS R=628# W=3" 'L I . 11F'.- 1. AFiT-vC if1EIMPORTANTX* GARY DIVISION aF ALPINE ~.{ WARNINL7RlSSES REQUIRE EXTi~ME cI~RE ERECTION AND HANDLING SHALL NOT BE RESPONSIBLE FOR . IN SIGN S D NATION FROM THIS DESIGN oR THESE SPECIFICATIONS. DR ANY E BRACING. SEE HIB-9f DY TPI. SEE THI CL ARY FAIIUE TO BUILD THE 1AU55 IN CONFORMANCE NITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TOP CLARY CONECTORS ARE MADE OF 20GA 6ALy. STEEL MEETING ASTM DUIREMENTS. 1ALESS OTFERNISE INDICATED. A Olrfaion of Al-fnc AMB GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ON CHORD SHALL BE LATERALLY BRACED NITH PROPER lY ATTACHED PLY110DD SN£ATHING, BOTTOM CHORD Fiiptn..rra ProauCte. Iec TRUSS AND ~~ OTHERNISE LOCATED ON THIS DESIGN. POSITI S Y ATTACHED RIGID CEILING -- SEE NITH PROPEfA GrBBL $pULhNESi PkNy. 1601 S CONNECTORS PER DRANINOS 130. 130 i f60A-F. DESIGN STANDARD CONFpN M/APPLICABLE PROVISIONS of NOS t TPI. AN ENGINEER'S _ TECHNICAL UPDATE D/i/B1I FOR S1XlOESTEO NIS . TX 75051 Grand Prairie SEAL ON THIS pRAMING APPLIES TO 7NE COMPONENT DEPICTED HERE DRYNALL AppLICATIa1. FURNISH A COPY OF T TOR , )21 ~) 660-39x0 IN ONLY. ANO SNA11 NOT 8E RELIED UPON IN ANY OTNER NAY. __ ____ ... ___.... ~..~. . DESIGN TD TTHE TRUSS EiECTIDN CONTRAC .... ....~r.~ r• Tnu e(o corn C[NSTRUCTION _,_ TC LL 40.0 PSF REF TC OL 10.0 PSF DA" BC DL 5 • 0 PSF DRI BC LL 0 • O PSF BY: TOT . LD . 55 • 0 PSF DUR . FAC . 1 . 00 coerTNr, 2d.0 " BY TRUSS MFA. c (A V CJ fU cn 0 V (J5 O 38 03 J m JoG: 732 19416/y--MUUSt n1:L:uuni itrranT zz I i u y I-q nonD Silp ~Iroer / sri TOP CHORD 2x4 SP /2 N BOT CWEBS 2X4 SP ~3 N I I_ 7-0-0 _I_ 2-i-4 _I SPECIAL CONNECTION REO'D FOR 544.55 LB. CONCENTRATED LOAD TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. )nta UWb. YHtYAMtU rr/un I.LTII'UICIY anru) twnua d UlMC:PIJIUIVDI auona~ icu nT inuaa nrn. SPECIAL CONNECTION/HANGER FOR 987.47/ REACTION AT RIGHT END. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) ccn UPLIFT (LB): 330 490 ~ BRG.LOC (FT): 0.00 8,85 ~ TRUSS DESIGNED FOR 110 MPH WIND 20.96 FT MEAN HEIGHT, w WITH DEAD LOAD OF 7.00 PSF (TDPf AND 10.00 PSF (BOTTOM) . rv ENCLOSED OR FULLY OPEN BUILDING. Sa dpi HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ~ JACKS HAVE NO WEBS. o v cn rn 0 a C4X5 (R) •y C2X4 •y C7 5 p m (~ (T1 T C2X4 (A 1) 4'1 ~- C3X8 C 1-4-0 ~ 9-1-4 9'i"4 OVER 2 SUPPORTS R=687 W=5"8 R=987 W=3" 38015 S 000 PLT. TYP,- CLARY-V2 P - Rev 17.3 CAL **IMPORTANT~* aAaT DIVISION OF ALPINE WARNINl7RUSSes REWIRE ExrREIE cARE TC LL 2O.0 PSF REF R732--36721 CLARY SHALL NOT BE RESPONSIBLE FOR NATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY IN HANOL IN6, ERECTION AND BMCING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 1 5.0 PSF DATE 0 3 / 1 6 /95 FAILUiE TO BUILD THE TRU55 IN COIFORMANCE KITN OSTBB BY TPI. FOR AWITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA 6U_V. STEEL FETING ASTN WIREMENTS. UNLESS OTHERNISE IFAJICATEO. TOP BC DL 10 0 PSF DRW USR732 95075604 A DSY1o1on of Alpim MI6 GR G E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD 9HALl ~ LATERALLY BRACED NITH PROPER 0 0 BY ME J Enpvrored Proa"cts. Inc TRU51 AIO UNLESS OTHERMISE LOCATED ON THIS DESIGN. POSITId1 LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD PSF BC LL : CONNECTORS PER ORANINOS Ste, 13D C 160A-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILIiM -- SEE TOT 4 5 O PSF LD 1801 5. Greet SOUt11Ne8t PKNy. AN ENGINEER'S CONFORM N/APPLICABLE PROVISIONS of NOS C TPI TErIANICAL UPDATE P/1/91) FOR SUSGESTED . . . Grano Prairie. TX 75051 (214) 660-3940 . y~AL ON TNIS ORAMING APPLIES TO THE COMPOIENT DEPICTED MERE OT BE RE IED UPO T R Y DRYMALL APPLICATION. FURNISH A COPY OF TNIS SI T T 7RU5 C O CO Tf DUR . FAC . 1 . 25 N IN ANY O HE NA . IN ONLY, AND SHALL N L ^--TPI ~ TRUSS PLATE INSTITUTE. IDS ~ 1991 NATIONAL DESI GN tE 5 ERE N N UCTOR, DE O TI GN SPECIFICATION FOR NOOO CONSTRUCTSON p SPACING SEE ABDVE I JOb: 732 (941679--HOUSE ACCOUNT TIFFANY P2 1 / TP 9"1"4 MOTfO Hlp 9"58 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST 'HE PROPERLY ATTACHED TO THE BOTTOM CHORD. T 4'i ~_ 9' i "4 -~ OVER 2 SUPPORTS R=531# W=5"8 R=3B5# W=3" rn :~ c 38015 S ~ 000 PLY. TYP.- CLARY-V2 TP 0 Rev 17.3 CA E **IMPORTANT** cLAar DIVISION CF ALPINE WARNIN~RUSSES REOVIRE EXTREIE cARE TC LL 20.0 PSF REF 8732--36722 AR SHALL NCT BE RESPONSIBLE FDR DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY IN HANDLING, ERECTION ANO BRACING. SEE HIB-SS BY TPI. SEE THIS OESION T C DL 1 5.0 PSF DATE 0 3/ i 6/95 CL Y FAILIAIE TO BUILD TFE TAlA55 IN CONFOfiiANCE MITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA 6ALV. STEEL MEETING ASTN OUIPEMEHiS. UNLESS OTMERNISE IlOICATW. TOP BC DL 1 0 • O PSF DRW USR732 9.ri075605 ADSrlsfan of AI"1ne M46 Gil 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF QIORD 9MAL1 BE LATERALLY BRACED MITH PROPER 0 0 BY: MEJ Fnplrroaraa Proaucta. Inc TAl15S ANO tAdE55 OTNERIIISE LOCATED ON THIS DESIGN. POSITION LV ATTACfED PLYN000 SFEATHING, BOTTOM CFIDRD PSF BC LL CONNECTORS PER ORAMINGS 130. 100 C S60A-F. DESIGN STANDARD MITH PROPERLY ATTACHED RIGID CEILING - SEE 4 5 O PSF TOT LD !60! S. 6rQBY SOUYIfNCEY PkNy, AN ENGINEER'S coNFDIw N/APPLICABLE PRDVISIWIS OF NOS C TPI TEGiIiIGL UPDATE p/1/e!) FOR suiM1ESTE0 . . . Grano Pralrle, TX 7506! . SEAL ON THIS ORAMING APPLIE§ TO TIE CDIPONENT DEPICTED MERE ORYNALL APPLICATION. FUib1ISH A COPY OF THIS 1 2 5 DUR FAC (2!4) 660-3940 R T T 7A 5 CO TR CT . . . NAY. IN ONLY, AND SHALL NOT BE fELIEO UPON IN ANY OTTE •--TPI ~ TRUSS PLATE INSTITUTE. NOS ~ 199! NATIONAL DESI DESIGN IE U 5 ERECTION N A OR. O GN SPECIFICATION FD<i M000 CONSTRUCTION ^ ,~if SPACING 2`. • D " IH15 DWG. PHEPAHEU FMUM Gl1P1YUlEh1 11VYU1 ILUAUS 6 UlMtIVDlUNb) JUtlMlI 1tU tlT IMU55 MFH SPECIAL CONNECTION/HANGER FOR 385.24# REACTION AT RIGHT END. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) ~ UPLIFT (LB): 250 250 ~ BRG.LOC (FT): 0.00 B.85 v TRUSS DESIGNED FOR 110 MPH WIND 21.40 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TORT AND 10.00 PSF (BOTTOM) . !v ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. ~ vt 0 v rn 0 cn ~Y Job: 732 19416/9--MUUSt aL:L:wni itrrnnT cc I / is LI D nIp ulroer / an TOP CHORD 2x4 SP f2 N BOT CWEBS 2x4 SP ~3 N SPECIAL CONNECTION REf3'D FOR 544.58 LB. CONCENTRATED LOAD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I .r1 m C4 ~. S i 21'5° OVER 2 SUPPORTS R=1981# W=5"8 IPLT. TYP.- CIARY- 3) -/- NPV T i Yn ~I_ni r a **IMPORTANT~* CLARY o1Y1GIOn of ALPIfE WARNINU USES REIXIIRE E%TREME CARE TC LL 20 .O PSF REF R732--36723 C L AR Y SHALL NOT BE RESPONSIBLE FOR DEVIATION FRdI THIS DESIGN OR THESE SPECIFICATIONS. OR ANY IN HANDLING. ERECTION AND BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN TC DL 1 5.0 PSF DATE 0 3 / 1 6 /95 FAILIiIE i0 BUIlO THE TRUSS IN CD~ORMANCE MITH OSTBB BY TPI. CLARY CONVECTORS ARE MADE OF 200A 6ALV. STEEL MEETING ASTM FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. USLE55 OTMERMISE II4lICATED. TOP BC DL 10 . 0 PSF DRW USR732 95075606 A Dlrislon of Aloha InOlmretl p'otlutlia Im A4/6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND lALE55 OTHERNISE LOCATED ON THIS DESIGN. POSITION CHORD 9W1LL BE LATERALLY BRACED NITH PROPER LY ATTACHED PLYM000 SHEATHING, BOTTOM CHORD BC LL 0 • O PSF BY: ME J/~7y' 18OS S. Graai SOULhMGSL Pk11Y, CONNECTORS PER ORAMINGS 130. 150 G S60A-F. SIGN STAI~OARDS AN ENGINEER'S coffaRM M/APPLICABLE PROVISIONS aF NOS C TPI MITN PROPERLY ATTACHW RIGID CEILING -SEE TEOwICAI UPDATE C//1/91) FOR sufN1EESTEO TOT . LD . 4 5 . O PSF Grano Pralrle, TX 75081 (214) 6603940 . y-~w ON THIS dUMIN6 APPLIES TO TIE COMPONENT DEPICTED HERE ORYMALL APPLICATION. FLEMISH A COPY OF THIS TO 7 E Ti1U55 R G CTION CO T DUR . FAC . 1 . 2 5 IN OILY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. N / N RACTOR. DESI E E "--TPI ~ 7RU55 PLATE INSTITUTE. NOS ~ 1991 NATIONAL DESI GN SPECIFICATION FOR MOOD CONSTRUCTIpi PACING SEE A6 DVE mlb Unb, rMtF'AMtu rnun 1,Lmruicn anrul ILVAUA fs uinnrval~rva! auonAi icu oT Iriuaa nrn . PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 1120 1120 C BRG.LOC (FT): 0.00 20.96 ~ u2 TRUSS DESIGNED FOR 110 MPH WIND 31.63 FT MEAN HEIGHT, ~ WITH DEAD LOAD OF 7.00 PSF (TOP} AND 10.00 PSF (BOTTOM). v ENCLOSED OR FULLY OPEN BUILDING. w N RECOMMENDED CAMBER i/4" AT MIOSPAN BETWEEN BEARINGS. to ~1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ~ 0 V U1 O R=1981 W=5"8 ~~ ~ ~ J 21'5" 7-0-0 7-5-0 7-0-0 -4- 21-5-0 -4- tl a JOD' f ac 1~ i +v TOP CHORD 2x4 SP f2 N BOT CHORD 2x6 5P iii Dense : B2 2x6 SP SS: WEBS 2x4 SP #3 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** LOAD CONTINUOUS LOADS LOAD CONC. LDADS CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC 0 T 70.0 70.0 0.0 21.4 0 B 2998 10.0 0 B 20.0 20.0 0.0 21.4 0 B 1782 11.0 0 B 1782 13.0 0 B 1782 15.0 0 B 1036 17.0 0 B 1036 19.0 SPECIAL CONNECTION OR HANGER RE(~'D FOR CONCENTRATED LOAD(S). A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LHIUVI 2 Complete Trusses Required NAILING SCHEDULE: (lOd~]ox._-]ails) TOP CHORD: 1 ROW @ 16" o.c. BOT CHORD: i ROW @ 3' o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (1) i/2"molts MAY BE USED FOR 2 lOd.~oxsails ON THE BOTTOM CHORD ONLY. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 2890 4300 BRG.LOC (FT): 0.00 20.96 TRUSS DESIGNED FOR 110 MPH WIND, 32.04 FT MEAN HEIGHT, WITH' DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. RECOMMENDED CAMBER i/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. c v N co 0 v cn rn 0 v ISLd.LOads] (Of 1.251 ISpc 24.00]IP]ies 2) IRBF"1.151 .-1 c C3X~ C4X8 (C Z1 ~- 21'5" OVER 2 SUPPORTS R=4960# W=5"8 69 69 m m m 4 m8 7E ® 0 5 m 4 5 n n 2 m 6 m7 mB n9 m10 mi! 12 m1 (C7) {~O 07 m D1 W W 4X8 (C7) 19 19 3-0 9-0-0 I I11-0-0 15-0-017-0-0 o-o-o so-o-o zs-5 Rs7383# W=5"8 Se q: 3E -/- Liav 47 ~n crei t= **IMPORTANT*~ cLAay DIVISION aF ALPINE WARNINGTRUSSE3 REQUIRE EXTREME cARE TC LL 20.0 PSF REF 8732--36724 C L ARY SHALL NOT ~ RESPONSIBLE FOR DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY IN HAN0.IN6, ERECTION AND BRACING. SEE HIB-91 BY TPI. SEE THIS SIGN T C DL ~ 5 . 0 PSF DATE 0 3 / i 6/95 FAILURE TO BUILD THE TRUSS IN CONFOiMANCE NITH OSTBB BY TPI. FOR A~ITIONAL SPECIAL PERI(MENT BRACING RE CLARY CONNECTOR3 AiE MADE OF 20GA 6ALV. STEEL MEETING AS7M OUIREMENTS. UNLESS OTHERIIISE INDICATED, TOP BC DL 10 . ~ PSF DRW USR732 95075607 A DSrlslvn of Alplne Hg1ma'sv Prvsuct inc M~6 GR B EXCEPT AS NOTm. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITH PROPER SF C 0 ~ BY: ME J G a TRUSS ANO UNLESS OTNEIMfI3E LOCATED ON THIS DESIGN. PoSITION LY ATTACHED PLYM000 SFEATHINO, BOTTOM CHORD B LL P 1801 S. Grtat SOUthMRSt P1cNy, CONNECTORS PER DRAMINGS 130, 130 C S60A-F. DESIGN STANDARDS CONFORM M/APPLICABLE PROVISSONS OF NOS C TPI. AN ENGINEER'S NITH PROPEf~Y ATTACHED RIGID CEILING - SEE TECHNICAL UPDATE n/1/911 FOR SUfiffSTEO TOT . LD . 4 5 . O PSF 6rsn0 Prairie, TX 75081 SEAL ON THIS DRAMIN6 APPLIES 70 71fE COIWONENT DEPICTED HERE DRYMALL APDLICATION. FlIRNISN A COPY ~ TN IS 1 25 FAC DUR (214) 660-3940 IN ONLY ANO SHALL NOT BE REL IEO UPON IN NY OTHER MAY DESIGN TO THE TPUSS ERECTION CONTRACTOR . . . , . . A k--TPI - TRUSS PLATE INSTITUTE. NOS - 199! NATIONAL DESIGN SPECIFICATION FOR NOS CONSTRUCTION SPACING 2 4 D " 21'5" ~, 9-0-0 ,~, 3-5-0 ,_,_, 9-0-0 _~ 22 1 / Ti6 27' ' J ACCD~NT TIFFANY NOtSSE Sp ~ i Dense: b. ?32 19gi679-' ~2 N ~ T2 2Xs RO 2X4 Sp fi Dense 7' OP CHORD 2xq 5P ~3 TED LOAD• WEBS CONCENTRA D FOR 544.55 L8' DIMENSIONED• TION RE4' PANEL`' UNLESS CONNEC TH EQUAL LENGTH WITH NO WEBS' SPECIAL 00 JACKS OEgIGNED YiI 07_p0_ AT Z4. O.C. TRUSS GNED TO SUPPORT. BRACING ~i HIP DESI LAT BpLiOM CHORO• CEILING DRTTACHEO ~OSTHE A RIGID PROPERLY A MUST BE T i~ i~ HS2512 ~- ~' R~25g7i~ W~5"8 p.OAdS & DINe^" (,991 SeCI ` ptlTER INPTIT INDICATED • OqG • PREPARED FRDN CtN~ BEARINGS AS THTS AT TIONS HEIGHT• UPLIFT CONNEC PROVIDE O p~ 2~A29WIND 31 63 Fp0 pgF t80TTOM~ UpLIF ~FBTI•: FOR 110 MPH tTOP~ AND 10' BRG.L pEADIGNEO OF OPEN BUILDING' BEARINGS. TRUSS OR FULLY ETWEEN WITK AT MIDSPAN B ENCLOSED 3~8„ OR BETTER•4. 0 C CTOR• NOED CAMBER NAILS ~ TION CONTRA RECOMME „T» BRACE. ~WE@ WITHR 8d EREC tA~ 4 BRACE TO TO BE SUPPLIED 8Y B ACING MATERIAL ----~~ suPP a pV~R 2 ~X~~NE ~g REGUIFIE ~AANING'~NN3G1-ING' ERE~TIGH +,~ SEE HIB-Sf BY TPI. ~THgR1,t ~T P£ ~~ia ~~~I~Mii ~. CHI ~,E BE ~ ~EATHt~~ ~ ~Y ATTAd~~Y ~TACHEG RIGIG CEILING ~_ 5£E S~gpESTFA MITH ~~tppATE C1JfJ9T)T9~A COPY ~ THIS TEA,, "P°`,~~T~ ~`_T~~,St~,c~~+,,:- TH CLARY DTVTSIGH ~ µPTHE I H ~H_STRE*~IMPOAT ANT~* ~"'"" "GT ~FIG"6~E DY ~' -(, '(YP .' ~TW, oR T~'PE NTTn p5TB6~ AsT+) IATIGH F~ THI5 Tp~ IN CD~~STEEL SET pF ~UF~ TG gJILG THE NADE GF 20W' ~' '~ TG E~p05ITTGH CL p,RY A~ BEN ~ ,, ~T ~ L ~rE"~5 ~5 ~ ST,,w~ a.-~ ~' oT~RN ~ fsoA EHST+ ~aE A Gfr/MT~ ~ow~t~Nc CON C OAS PER pRG~t~ ~V~ Sp ~ ~ ~~APGt~~ G~~ N~ . Nptne TYE _...,cnPN MJA~_.., u6 APPS-TES..,.., ,LON IN ~__. wTIGMAG~.~ i2 t631 affiZ~a~~ w~5"e T C l.L Tc DL 6C DL ar. LL T a_,!.~: i .,utl . F cl UT 9 v w tV tD O J Q °"~ PSF Rtr 20.0 15.0 PSF DATI 1Q .0 PSF DAW 0 0 PSF 8Y. 0 PSF 1.25 •- Job: 732 (941679--HOUSE ACCOUNT TIFFANY 22) / T15 27'9' Hip 9' TOP CHORD 2x4 SP #2 N BOT CWEBS 2x4 SP #3 N (RECOMMENDED CAMBER 3/B" AT MIDSPAN BETWEEN BEARINGS. (TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIDNED. .N C3} S' 1 .1) Se Q: 3dU~i - - Rev 17.3 SCALE 0. 500 PLT. TYP.- C ARY-V2 R T **IMPORTANT** GLARY DIYISIGN aF ALPINE WARNIN~RUSSES ~GUIRE EXTRENE cARE NG ERECTION AND ND TC LL 2O .O PSF REF R732--36726 SHALL NOT BE RESPONSIBLE FOR R ANY LI . IN HA SEE HIB-91 BY TPI. SEE THIS DESIGN BHACINO TC OL 1 5 • O PSF OAT E 0 3/ 1 6/95 C L AR Y DEVIATION FR011 THIS pESI6N OR THESE SPECIFICATIONS. O FAILURE TO BUIlO T!£ TRUSS IN CONFORMANCE NITH 95TBB BY TPI. . FOR ADDITIONAL SPECIAL PERMANENT BRACING RE T P BC DL 1 O • O PSF DRW USR732 95075609 CLARY CONIECTOR$ ARE MADE OF 20GA GALV. STEEL MEETING ASTM O WIREFENTS. UILESS OTHERMISE INDICATED, A Dfviafpn of Alpine MI6 GR B EXCEPT AS NOTm. APPLY CONNECTORS TO EAGf FACE OF CHORD SHALL BE LATERALLY BMCEO MITH PROPER BC LL O O PSF BY: ME J ~1~' Enpfnereu Pr"eucts. L¢ TRUSS AND IRLE55 pTHERMISE LOCATED OH THIS DESI9L POSITION lY ATTACHED PLYM000 SIEATHING, BOTTOM CFfRO c COPMIECTORS PER DRAMIN65 130, 150 i lfiOA-F. DE5I6N STANDARDS MITH PROPERLY ATTACHED RIGID CEILING -- SEE J . O PSF TOT . LD . 4 fBOf 5. Great Southwest Pkwy. CdYFORH M/APPLICABLE PROY1S10~6 DF Nose TPI. AM EN6I/EER•S TEONIGL UPWTE R/1l91) FOR SUOBESTEO 25 1 6rana Prafrle. TX 75pS1 gAL ON THIS pRAMING APPLIES TO THE COIpOfEM DEPICTED (ERE DRYMALL APPLICATION. FURNISH A COPY aF THIS . DUR . FAC . )21Q 6603940 IN ONLY, AND SHALL NDT BE iELIEO WON IN ANY OTIER MAY. OESIfiI TO THE TRUS$ ERECTION CONTRACTOR. SPACING 2 4 D " e__TPI ~ TRUSS PLATE INSTITUTE. NOS ~ 1991 NATIONAL DESI QN $PECIFIDATION FOR MOOD CONSTRUCTION THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SU9MITltu nr TRUSS nrfy. PROVIDE UPLIFT CONNECTIONS AT BEARINGS A5 INDICATED. (1991 SBC) UPLIFT (LB) : 760 760 ~ BRG.LOC (FT): 0.00 27.29 ~ TRUSS DESIGNED FOR 110 MPH WIND 32.04 FT MEAN HEIGHT, ~ WITH DEAD LOAD OF 7.00 PSF (TOPS AND 10.00 PSF (BOTTOM) . v ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED cAl WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF, ro A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ~ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ~ 0 V 171 d7 O ID g_O_O 9-9-0 ~-v-u -4- 27-9-0 -4- 27'9" ~ OVER 2 SUPPORTS R=1346 W=5"8 R=13461 W=5"8 TIFFANY 22 ~ 1 T12 11'SB 732 ty«.- ,fDn: RO 2xA SP i~2 N g0 Cw~gS 2x4 SP i3 UNLESS DIN+ENSIONEO• LENGTH PANELS 24N 0 G- WITH EQUAL BRACING AT TRUSS DESIGNED THE BOTTOM CHORD. GEILINGYO ATTACHED TQ p RIGID PROPERL MUST eE ~+ ~+ c C3X5 (AS ~4 1 R=1~06~ w=5"e CLAAY ~tn~ 0 ~uM+cU'`N' ___~• SpUtM+65t PK~' (~ vINE~ I (x„ARY OIYIST~~~IgLE ~y T ~ ~ SHALL NOT ~ T IO1y5. OR ESE IMP4RT AN THESE SpECLfI~A TB9 8Y TPI. THIS pE9l~ ~ NITN OS pEYIATION F~ TRUSS ~ ~~ ~Ay~SSEEI MEETING ASTN 10 BUILD THE TO EACH FAt£ ~ CONK APE FAQ B E%CEPT AS ~~ ELATED OWN TNIS ~SION SSANDAVOS TRIISSC ~ ~~~y,NIN~T~ pF SNDg ~ TP~ ~p~~ APE 1:~ QH iMI~ORAN~I~ Appt,IES TED UPON OTNER PEY 1991 NA L ,.... ~ µpT BE~~ • JOB DESIGNER PR06RAM r^"•. END• THE ALPINE REACTION AT RIGHT PREPARED BY 1022 • a6# (1991 S8G) THIS dN6 • HANGER FOR INDICATED SPECIAL CONNECTIONI TID630AT BEARINGS AS UPLIFT CONNEC HEIGHT PROVIDE (LB) ~ 0 ap 27 .50 32.46 FT MPSF tgOTTOM) ~OGATED UPLILOG (FTl ~ FOR7~p~ PSF wTOPI TN~SiORUSS MAY NOT eE BRG• DESIGNED OF gUILDI~pGE F THE ROOF. TRUSSDEAD LO~ULLY OPEN 0 WITH OR END ZONE FROM WITHIN A 8.50' --' 27 suPPa ~~ s avEa _,- NING"~~5 ~~IREE~C~~ ~ WAR IN Hu+~ SEE THIS ~sl~ SEE HIe-91 8Y iPI. T BRACING FOR ADOITIOMAL NCO ~I~~~ICATFA. TOP ~p,E~NTS. l~E 1Y gRIAEO KITH PPOPER ~ EATE SFEATHING, gOTtON C~ O~ RI0I0 CEILING '- ~ t,Y~ATTACTED PLYN SUOOE NI~UpOATE A~{91) FORA COPYS~ THIS ORYNN.L I!~.,c~TTwJSS ERE ION Z~tiON~._..~ (A1) R,1o22~ w^3N TC LL TC DL BC DL gC LL T DT . LI T,ua . F 0 pgF Kt~ • 7 a PSF DAT la • 0 pSF DR4 a • a PSF BY: 3 a~ PsF ~ 1.25 .N CI N 9 J w N to I 0 .~ .• O JoG: 732 (941679--HOUSE ACCDUNT TIFFANY 22 1 / T13A 27'9" Hip 13'SB TOP CHORD 2x6 SP #i Dense :Ti 2x4 SP #2 Dense: T3, T5 2x4 SP #2 N: BOT CHORD 2x6 SP #i Dense :83 2x4 SP #2 N: WEBS 2x4 SP #3 RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. , , THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMENSIONSI SUBMITTED BY TRUSS MFR. SPECIAL CONNECTION/HANGER FOR 1561.32# REACTION AT RIGHT ENO. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) Ian UPLIFT (LB): 1120 980 ~ BRG.LOC (FT): 0.00 27.50 v TRUSS DESIGNED FOR 110 MPH WIND, 32.88 FT MEAN HEIGHT, w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1u ENCLOSED OR FULLY OPEN BUILDING. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD DF 30.00 PSF LIVE LOAD AND 20.00 PSF DEAD LOAD ON 80TTOM CHORD FROM 09-10-OB' TO 17-10-OB'. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD ANO 10.00 PSF ALONG THE KNEE WALLS. T3 rn in C3 Z'1 R=1647# W=5"8 27'9" OVER 2 SUPPORTS R=1561# W=3" *jEIMPORTANTifiE GLARY DIVISION OF ALPINE WARNINL7`IRUSSES REQUIRE EXTREfE CARE SHALL NOT BE RESPONSIBLE i0R IN HANDLING, ERECTION ANO NATION FROM THIS DESIGN aR TIESE SPECIFICATIONS. oR ANY BRACING. SEE HIB-91 BY TPT. SEE THIS DESIGN C L ARY FAILUfE TO BUISA TIE TRUSS IN CONFORMANCE MITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CIARY CONNECTORS AFE MADE OF 200A 6ALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERMISE INDICATED, TOP A DSYisfan oT Al"iM M~16 GR B EXCEPT AS /XSTEO. APPLY CONNECTORS TO EACH FACE OF CNORD 9VML.1 BE LATERALLY BRACED MITH PROPER F+,plnaerad Prowcta Inc TRU55 AND UNLESS OTHERMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYNOOD SHEATHING, BOTTOM CNORD CONVECTORS PER DRAMINDS 130. 150 C S60A-F. DESIGN STAtmAPOS KITH PROPERLY ATTACHED RI6I0 CEILING -- SEE 1601 S. Greet SOULhNeEG PkNy. CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECINICAL UPDATE /7/1/91) FOR suooESTEO GrsnD Pralrle, TX 75081 gAL ON THIS OWININ6 APPLIES TO THE COMPONENT pEPICTEO HERE ORNMALL APPLICATION. fURNISH A COPY OF THIS (214) 660-3940 TN OILY, ANO SHALL NOT BE I$LIEO UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--roT ~ Tt"ISS PLATE INSTITUTE. NOS ~ 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION (Ai) Se q: 3806 - Rev 17.3 SCAL ~ 0. TC LL 20.0 PSF REF R732--367 TC DL 7.0 PSF PATE 03/16, BC DL 10 . 0 PSF DRW USp732 451 BC LL 0.O PSF BY: MEJ,Oz TOT . LD . 37 . 0 PSF DUR . FAC . 1 . 25 Ln 0 v Ln rn ~. ~. 1 13-0-0 1-9- 13-0-0 -4- ii-0-15 i6-8-1 9'10"8 ~" 6~ 9'10"B r •- r Job: 732 (947679--HOUSE ACCOUNT TIFFANY Z2 1 / 134 27 9- Common TOP CHORD 2x4 SP #2 Dense T2 2x6 SP fi Dense: T3 2x6 SP SS: 80T CHORD 2x6 SP #i Dense :B3 2x4 SP #2 N: WEBS 2x4 SP aE3 RECOMMENDED CAMBER 5/8" AT MI05PAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EDUAL LENGTH PANELS UNLESS DIMENSIONED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. n s ti C~ ~4 f 9'10'8 R=1892 Ws5"8 *~EIMPORTANT** cLAar DIVISION OF ALPINE SHALL NOT BE RESPONSIBLE FOR C L ARY NATION FROM THIS DESIGN oR THESE SPECIFICATIONS, Oil ANY FAILURE TO BUILD T1£ TRlA55 IN C06fORlIANCE KITH OSTBB BY TPI CLARY CONIECTORS ARE NAOE OF 20GA GALV. STEEL MEETING ASTN A OSYLfpn pf A1p1M A4~6 GP B E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Enplnw'sp Prpuucsa Inc TRU55 AND l1NLES5 OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORANINGS 130, 150 i S60A-F. DESIGN STANDARDS 1801 S. Grlai SOUthN6al P%wY. CpgFOpN N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S brand Pra]r1e, TX 75051 SEAL ON THIS ORANIN6 APPLIES TO T1E COMPONENT DEPICTED ffAE (214) 660-3940 IN ONLY, AND SHALL NOT BE iELTEO UPON IN ANY OTHEP NAY. IH15 UWG. PHEPAHEU FHUM L:UMYUItFi 1NPU1 1LUAUS b UIMtN5lUN5) SUBMITTED BY TRU55 MFR SPECIAL CONNECTION/HANGER FOR 1782.15# REACTION AT RIGHT END. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 1Ci1 UPLIFT (LB): 1050 920 ~ BRG.LOC (FT): 0.00 27.50 ~ TRUSS DESIGNED FOR 110 MPH WIND, 33.06 FT MEAN HEIGHT, cA1 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , ro ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF, co cn THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF o 30.00 PSF LIVE LOAD AND 20.00 PSF DEAD LOAD ON BOTTOM CHORD ~ FROM 09-10-OB' TO 17-10-OB'. THIS SAME SECTION SUPPORTS ~ 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD ~ AND 10.00 PSF ALONG THE KNEE WALLS. IV B' 27'9" OVER 2 SUPPORTS WARNINGTRUSSES REQUIRE EXTREME cARE IN HANDLING, ERECTION AND BRACING. SEE HIB-93 GY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIPENENTS. IAl.ESS OTHERNISE IPAICATED, TOP CHORD 9HALL BE LATERALLY BRACED NITN PROPER LY ATTACHED PLYM000 SHEATHING, BOTTOM CHORD NITN PROPERLY ATTACHED RIGTO CEILING -- SEE TECHNICAL UPDATE CJ/1/911 FOR SUOGE5TE0 ORYNALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRU55 ERECTION CONTRACTOR, 9'10"8 (A 1) R=1782# W=3" Rev 17.3 TC LL 20.0 PSF REF TC DL 15.0 PSF DAT BC DL 10.0 PSF DRW BC LL 0.0 PSF BY: TOT . LD . 45 . 0 PSF DUR . FAC . 1 . 25 SPACING 24.0" t u.cavu l2--36729 03/16/95 ~i732 95075672 MEJ ~ ~ YV 13-10-B 13-10-6 -4- 11-0-15 T~~ 27 g. .. rTGFANY 22 } 1 t }{OUSE ACCUU^ ~ ' 732 }945679-' ` ID: OP CHORD 2 6 SP ~~ pen5e 11991 SBC) 30T CHORD q SP ~3 AS INDICATED• WEgS 2x AT BEARINGS CONNECTIONS MEA 6HT~ PROVIDE UPLIFT 1990 1050 30 FT N gDTTOMI• 27• WIND, S2' 10.00 PSF UPLI LOG {Fg1 ' FQR ~ 10 MPH (TOP1 AND BRG' DESIGNED OF 7 p0 PSF DING. ES FRAMING ALIT TRUSS C 5 WIjHSDEAD OR FULLY OPEN BOIL 10-04-00 FRAMING TC/B ENCLOSED GNED TO CARRY 02_00-DO THIS GIRDER DFROM ONE SIDE AND BOTTO pTHER 51DE• FROM DESIGNER PpDGRAM rL--~-" " SHE ALPINE Jab r e THIS DWG. PREPApEO 8Y T r US S e s ae qV 1 2 ~omPlete t"~ (10d~axG a11s1 ULE: a . NAILING gCHED @ i6~ C• NAILS TOP CHORD_ 1 PpW @ 1p~ a,c. STAGGER ON gOT CHORD: 1 ROW @ TWEEN ROWS ANO box Sails WEBS • SPACING 6E SPLITTING•2 i4d USE EOUA~OW TO AYOIgE USED FOR AT RIGHT END. 19~E i/2a ..l~ol CHORD ONLY • p4~ REACTION THE BOTTOM FOR 2998. pIMENSIONED• CTION/HANGER PANELS UNLES5 SPECIAL CONNE LENGTH 4 EpUAL BRACING AT 2 ~ 0 TRUSS DESIGNED WITH US LATERAL CHORD• A RIGID CEILING p pTYA~HE Uo0 THE BOTTOM MUST BE PROPERLY (A11 C3Xq s~ r v C3X6 (A 13 ~' .~_ R=348g~ ~=5.E ~LpRY AFIWpiY~ d 7- x--27 ~ gpp4gTS 4VEA ~ SU IPE E%TPE1E CARE Irj(~ ~~ ~iN~G. EPECTI9N SIGH W pRN IN HANG- SEE THIS aE ~ µP2NE CRY p1Yt5~~1~E FOP gpAClfKi. SEE Hl ~CIAL PEFW'~NT gAA~ T~ qqT ANT ~~ ~` ~ciFICATIONS~ gY ~ , FOP AppIT ~~ 6THEPM~~ MITFI PPG~P E~IMP ~ THE9E YIITN as M GvIPEMEHT ~ I.ATEPM-4 gpTTON THIS GESIGH ~ C~OpAAHCE ~ETIttl'i~ ~ pgFO S~"t' p~YMOGO CAI IO CEL-IN6 ..- SEE ~YIATIGH FppllD iN FAILIFS: T~~C7OP5 AfE MADE AppL~CGHNECT~~9IGN. p05ITIOH MITMT pPpFEPLY tE ~~/9iT FOP ~SOF TNIS A~Y GP B EXCEPT ~~p1ISE IOCATEC 1a5OAh ~SLGN~I~ S TE~YM~ALL A~ICATT~ EPECT ION 7~ aH COHHEC -TOPM`+, ~ ICAB~•E IEg~tO ~~C~ ~~ GTIEP w ~SIa+ s~CIFOCA~a` FOP M°Ofl Cam' R_~gg6~ W=3a C to 9 J W N 0 v tiP rn w _ n,..y-'`~-d P5F Htr TG LL 2a •Q PSF DATA TC DL 10 , Q PSF DRW BC DL ~ . O P5F BY: BC LL 3 PSF T DT . LD • 25 .,ua.FAC• 1_. .anVE T7 9E'b~ ANY_ 22 ~ ~ ,n~ "` 2x4 SP i2 N OT NOD 2x4 Sp ;3 NTRATED L~AD~ WEBS 2x 70 LB CONCE D FOR 35. TH NO WEBS• CTION RE4' 00 JACKS WI CONNE 03_pO- ~gPECIAL SUppOAT 1~1 HIP DESIGNED TO 04X5 ----~~ 5 (7 i•7°~ 03X4 (A1) y ~i ~sB1Q~ Ws5u~ _- ~ SUPPORTS O~EA DESIGNEE PADGAAµ FRtm ~^" (1991 SBW ~ THE ALPINE X08 INDICATED. N ppEPAAED BY AT BEARINGS AS y THIS DwG' T IONS HEIGHT, w UPLIFT 00580 5B0 79 FT MEAN (BOTTOM) pADVIDE p.00101MPH WIND 30' x,0.00 PSF N UPLIFT ~F~l'• TOP AND BAG. DO ONED• ~ TRUSS DESI~gpD DFA7' BUILDING. Sg pIMENSI ~ WITH FULLY PEN PANELS UNLE OEAD LENGTH 24' O•C' ~ ENCLOSED DA WITH EQUAL BRACING AT ~ DESIGNED DA CONTINUOUSTHE BDT OM CHORD. al TRUSS ~- MUSTGBE P OFFALY ATTACHED TO A (A1) A¢814~ W~5"B DES pEfK1IFG: EXTPExE CIS ING. ~T„IS ~SjGN WARNING`S„ „~- ea-c~IT~~ DECO ~~ ~~wlu a ~IPEl~'"S• ~ utEwu AT~'~ Bo~zGM r~'° LTACFED Pl. ED pIGIO CEIS~~ ~E xTT„ ,yy~TE ~1Tlei~l~ ~ ~ ~ 7„Is T~ Aty APPi~u'TT~ ACT I~n~iSTC~T~CO„..~r ~ ~,PIeE~ GARY DIYISI~~~I~ T TYP . - C ARY-V *~IN(PORT ANT *M ~' NO~~FICATId'~•B9 gY TPI. ~ T pE$IGN DP T ~p„CE MITH ~ x 7µi5 CR'~ ~ STEEL MEEK ~ II,TIDx i~ TpUSS I„ ~ C~pRY F~ ~ECT~~ ~T~ ~PP~TVED4 ~ i„~pES ~ S7/dAITEFl05 ~1"~a°a"y°,,~,e,cu. z~ T~~ aas~~'x~x6Paov si°„s DF "oscD„POxE~ DE°1~~ s C0~ ..~.ca~ICAELE .cc TO tME .,, ANY DTt£p x~Y' " ~ PSF Rtr 20.0 TC LL '~ . Q PSF DATA Tc DL 1~ , p PSF DAW BC DL 0 .0 PSF BY: BC LL ~ PSF ToT .LD ~ 25 ~„u~.FAC• 1_. .anVE HiP Glyder 3 14" TB 1B.4• . ~,u ~F ACCOUNT TIFF ANY 22 ~ (g4lbrn- ~pb; 732 TOP CHORD 2xA Sp iii Dense STONED. BOT CMORD ~xq SP ~3 UNLESS DIMEN WEBS 2x PANELS 24. O.C. EQUAL LENGTH ACING AT DESIGNED WITH TERAL 9RCHORD• TRUSS OP CONTINUOQSTHE BOTTOM MUSTG ~ PROPERLY ATTACHED 1• ii'7 C3XB .~ ~' R=lg~i~ W=5"B °- 2 SUPPOR S OVER DESIGNER PRDGAAN fROPi ""' (1991 rjBC) ~ ALPINE JOB INDICATED • U1 8Y THE AS y DWG. PREPARED AT BEARINGS ~ THIS TIONS HEIGHT. w UPLIFT CONNEC 1530 10 MEAN PROVIDE 1550 17.gg SO gB FT PSF (BOTTOMI N UPLIF OC tFSTI ~~ FOR ~ lO MPH ~TOPi ANO ,OO ~ BRG•L D ADILOAD OY OPEN gUILDING• g FRAMING TO TRUSS C SPLIT ~ WITH OR FULL OO-O~Q FAA ING TC/B o ENCLOSED CARRY 101-00- .a rn THIS GIRDER DFRDM ONE SIDE AND to BOTTOpTN~F BIDE. ,~ FROM ~ (A1l As1B91# W=5"B LF~ E%TF~1~ W~ S ~~. ERTHI ~OE-5 ~ WARNIN~I" "'~ BRACItFi. SEE l3 ~CIFL TP~~""'" INpI0A7EA. ~ FOR ADOITI X55 6THEf1NI5E NITH PROPER ~I~NgNAtl. gE LATE ~aTH~ BO Its ' ~ Lp~ppOPEW-~AiT AC1~l91l IFW 5~ THIS tI£6N3~"AppLIO~T IONtPIi~Zp CON~LTOR. OpYNALL __ .uc TPA155 ACT eTR~TIW -.••~ ~ ~ ALPINE T~ `f .{ ~~( OIYISI~~~ISLE FOR AaY _ Y aT AN 1 * * ~' gpEC~IFIGATION~''~ B ~ . T . TYP .- **IMPO THTS nES16N ~ T'~quNOE NITH ~ INO ASTN IATION FROM T~ IN 001 yALY. STEEL NEST FAQ ~ ~ !0 Bt1Il0 T ~ NAOE qF 206~~~ORS TO EA~PpSIlION Y FAIL ~~ A R aA~ CpIMECIOPS~ ~TEO. A~'TEO ON THIS t£SIGFL STA~AP~ HI"1 S ~LOCA C S60A~ ~~'SI6N~IN~yS A4AO OR 6 ~~ pTNERN SSO AH ~irlsfon ut AI U~2n< TPA155 A~ I~ N ~~ R-`^ ~IECTORS PER pEPICT€O HEPE SnayeE P+'s~ ..faDW1G'g'E ~ta4~ ~__. ,u aNY OTNE Y. _ ^ 0 PSF Mtn 2 TC LL 7 •0 p5F DATi TC DL ~0 , 0 PSF DRW BC DL 0 , 0 PSF BY: BC LL J PSF TDT .LD • g . 25 -.r _- J y / T3 SD~ St:L~ ACCDUN~ ?IFf ANY 22 Job: 732 t9q~g79--KDUSE 2x4 SP ~2 N TOP CHORD gx4 SP N 80T CHORD #9 DIMENSIONED- WEBS 2x4 PANELS UNLESS EpUAL LENGTH STRUCTURAL WITH BRACING ANORODF TRUSS DESIGNED REDUIRE ADDITIOH~ CEILpETAILI• GTgLTO TRANSFER WIN A106A~ OR GABLE END LONG SEE DRAWING prApHRAMS. R1 ,~-* 4 GLARY ~~vC p°paicta ~I __._.• PYGMY g DIMENSIDNSI Sun^` • ^~ INPU•t (LDAOS (1991 SBC) c 4 cDMPU7ER INDICATED. N Tµ15 pYiG. PREPARED FROM BEARINGS AS p UPLIFT GONNEC1~ONPLFT w UPOLIFDE lLB) • OVER CONTINUwIND U31p05 F00 PSF (BOTTOM) FOR 110 MPH ro (FT) ~ (TOP AND 10. BRG'LOCE5IGNED OF 7 00 PSF p TRUSS D LOAD Y OPEN BUILDING. to WITH DEAD FULL NOTED. 4" 0 C o ENCLOSEfl OR C2X6 (D1) EXCEPT AS .~ ALL PLATES ARE LATERAL BRCHORD AT 2 ~' CONTINUOUSTHE BOTTOM p1 p RIGID pROPERLYO ATTACHED TO ~ MUST 8E ~ ./ DIVISIDM GF µ,PI~ I ~ cBR (;t.AR ISLE ~IMPOaTANT~~~ MB~,E~vICAn~~ a ~. )EYTATIDM ff10M TH1~~A~ IM CGfOFMAMCE MITL ~ESIt1G ASTM FAILUPE TG BUILD ~ MADE ~ 20GA fiALYT~ TO EACK FACE ~ CLA~• Cpt{ECTPRS~ MGTED~ APR'Y~ H25 ~SIGM. 5 ~APOS p5 A,r.W ~ ~ 0Tt~fYA15~ ~ i IBDA'F TV~SA~EMGINEE I ~ECtORS ~ ~ ~IS10ME ~ ~D~M..•~~. pwATM C~tA_ ~.~~ DiM I~ IN OT W=10' DES pEGt)Ti~ EXTREME CAPE ~{r+ ING. EpEGTIDM ~ W AgP1I „~`IM Ham- TMIS oESIGM 5EE NIBS-9I ~ ipl. ~ FACING ~ F~cA° ITio~~ ~~o rE~REI~w~M vRO~' ~ N~'L ~ LAT ep{ATH~IpO~. gpTTOM CSC Ly ATTACIEC ATM ~Ep RIGID CEILIMG ~ ~ M1TH SATE R)S/e1TI~ A ~ YNIS T~M~ AppS,LCAT ION. FURM COMTMCTOR• __ ..c TP1fSS F'~C~ta c7~ n~- 2Q .O PSF TC LL Q PSF pAT T C OL 1Q . 0 PSF ORM Bo pL a . p PSF BY: BC LL 4 p PSF ToT .LD • 1.25 .,, .n F AC • _ n i 1 ~• TIFFANY 22 I 1 T4 10' SCIS Job: 732 (941679--HOUSE ACCOUNT BOT CHDAD 2x4 SP #2 N WEBS 2x4 SP #3 D WITH EflUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNS 5 5-0-0 ~ !-q_O RSgAS~ Waa5N8 OVER 21 SUPPORTS ~~ 4 • r '& ` ~` INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY T PREPARED FROM COMPUTEA'f BEARINGS AS INDICATED. (1991 5BC) THIS DMO• PROVIDE UPLIFT C0~50CTI0350 UPLIFT (LB)' 0.00 9.54 31.21 F7 MEAN HEIGHT BRG,LOC (FT) : FOR 110 MPH WIND AND 10.00 PSF (BOTTOM) 7.00 PSF (TDP~ TRUSS pESIGNED BUILDING. ~ O.C. WITH DEAD LOAUL~Y OPEN ENCLOSED OR F ID CEILING OR TACHEDU~DSTHETBOTTOM CHORD,AT 2 A RIG MUST 8E PROPERLY AT C4X4 C2X4 (A1} ~, s p C4X5 (R} in ~ C2X4 (Ai} ~3 T -~ 5-p-0 1-4-0 -0-0 5-0-0 ~ R=.4A5~ W=5" 8 NIN~~~S ~pUIRE EXTREME ~ ~7 ~,py DIVISION GF -~LPTNE WAR IN HAN~I~' ERTHIS DESIGN T TYP . _ CLARY- V C T * ~ NOT BE RESPONSIBLE FGR BgACING. SEE HIB-Bi 8Y TRI. SEET BRACING RE _ **INpORTAN SifAtL SPECIFICATIONS. oa ANY ITI~ SPECIAL PEPKANEN THIS pES16N OR THESE Tgg BY TPT. ~IRE~NTS• ~~ OTFEPMISE ~ yIS TN PROBER IN CpNFOPNANCE NITH GS DEVSATION FRON BAtV. STEEL !FETING ASTM ~~ SHAtL BE tATERIO-LY BRAG TTON C11DFl0 GLARY FAILURE TO BUILD THE TPA tECTQRS TD EACH FACE 6 pLVM000 gFATHING, BO miry Cp•NECTOPS APE ~~ ~ 20GA pOSLTION LY ATTACHED RIGLD CEILING '~E B E%CEPT AS NOTED. APRtY ~ THIS GESIGN. NITH PPOPERtY ATTACHED M•B ~ pESIGN STANDARDS TEpyiICAI UPDATE T7fi/911 FOR 5u~ ~ THIS ta. In< TRUSS AND UNLESS DTHEPNISE LOCATEL iSOA~• S LICAT ION. FURNISH A Oiviaion of A1PiM PER DRANINGS 130, 150 ALL APP CONTMCiOR. ~1Marea ~~ CpJNEC70R5 ~ NDSNT OF.PILtE~~ OPYN T'R\~+3 EFECT IOM D{pA N/APPLSCABLE pRDYISIONS pESIGN TO THE CpNSTWX%TSON PICNy• CONF TO THE CSFICATION FOP MOOD ESt SpUt11VKSL SAL ON TH.,n oaaLL NOT gElpp.SED ~~ IN ANY OTHER NAY. SIGN SPE SHOS S. ~ TY 75D51 _ ~at5 ~ iBBi NAT) TC LL 20.0 PSF REr 7 _ Q PSF DAT TC OL l0 Q PSF DRM BC DL 0 , 0 PSF BY: BC LL ~ pSF TOT.LD• 1.2FJ nuR.FAC. _„ MFR_• c N p W N cn u~ 0 rn i +Y ~ w / T5 i0. TffFANY 22 ~ Sao: •-- RD 2x4 SP *2 N - TDP CORD 2X4 5p ~3 DIMENSIONED gOT WEBS PANELS UNLESS LENGTH 24" D'C' WITH EpUAL BRACING AT TRUSS DESIGNED THE BOTL[DM CHORD. CEILING ATTACHED OpS A RIGID PROPERLY A MU5T BE in N 4 1 -.V^ A11 R R=453# W=5„8 * * ~~ pIVI5I0N ff Al TBLE FOR I ~~IMPORTANT SHi,LINGT~BEF ~TZGNS. e T. TYP.- C ARY-V ~VIATIDN FRGK iGH OIRN TCG1FpFN NITH 11EETING M tID S TRU55 A fi/.Iy~STEEI FACE ~ CLARY FAQIR T~p~A ~ ~ ~,-T ;N~~S~GK S ~IT,~ ARAB ~ ~ ~ pTHEfWISE Lam' SIB E~INEEt+'S CTGRS PER GRA E 15p~ 16GA-F TP1E A GSv fs sa °vrow~a~IM TR16S l~ KOS t KT pEpSCTEp HERE ISIGNr' En91"°O~ a.w. CONF~ KIAPW..Io. =1Aa APPLIES TOnT ~OH~ ~Y GTNERTYV~Y~ I% INPUT t1.I~Aw - C „ FRAM ~dMPUTER AT RIGHT EN U1 PREPAp~U BB2.14# REACTION (1991 SBC) 9 TN2s owo. FypNGER FOR INDICATED. ~ CONNECTION! BEARINGS AS w SPECIAL FT CO 350 TIO 210AT HEIGHT, ro PROVIDE UPLI 9.54 31.21 FT MEAN (BOTTDM)• ~ UPLI~OC (FBA ~ FDR ~ 10 MPH WTOP~ AND 10.00 PSF ~ BRG' DESIGNED 7.00 PSF ° TRUSSDEAD LOFT dy OPEN BUILDING. ~ WITH ~ ENCLOSED OR ~ w REaI~ exTRE1~ cARE ING. p~eIGN WARNIN~I - ~CTIGK ~ _ y~E HIB-91 BV TPI' SEE THIS T BRACING RE ~AS X55 OTHERM~ ~~ w~H vaGPP6~ app yF1ALL ~ LAT ~ATHIKG. BpTTGM ~ LV ATTAR YL~,TTAGy{Ep RIGIp CEILI~*TEp KITH P~E~pppATE IJ/1!911 FOPA c°d+ GF THIS DRMKALL AO~~GTTR~ EPE TC IGH T~TMIGPI~__a _... a TG _ ...,m ~i-- _ "" 20 . p PSF Rtr r TC LL 7 0 PSF OAT' TC DL ,~~ ~ PSF DRW BC DL 0 .O PSF BY: BC LL ~ PSF TDT -LD • 1 , 25 n~ tta . F AC • _ , ~ ~~ 5-0-o R=352# W=5"8 1_4-~ AVER 21sUPPQRTS .. ~. ,1ou: 732 I941b79--HOUSE ACCOUNT TIFFANY 22) / T6 SO' SCIS TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 ~ 5-0-0 ,~,. 5-0-0 _.J SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT LEFT ENO. TRUSS DESIGNED WITH EtIUAL LENGTH PANELS UNLESS DIMENSIONED. a. , THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY 1 SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT RIGHT ENO. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOIGATED. (1991 58C) UPLIFT (LB) : 220 220 BRG.LOC (FT): 0.00 9.54 TRUSS DESIGNED FOR 110 MPH WIND 31.21 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOPS AND 10.00 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C4X4 s p to iu ~ C4X5 (R) 2X4 (A ) C X4 4 a 3 5 R=370 w=5"8 Pf_T_ TYP.- CLARY- CLARY 4 O1r SS 10~ of A101"" Elgin"wY0 Prooucts. f80f S. Great SDUtllwest Pkwy Grantl Pralrle, TX 75051 (214) 660-3940 10 ' _I OVER 2 SUPPORTS R=370# W=5"B ~*IMPORTANT** CLARY OIVTSIa of ALPINE WARNINGT`4b5ES REQUIRE ExTREME DARE SHALL NOT BE RESPONSIBLE FOR IN HANOLIN6, ERECTION AND OEVIA7IDN FROM THIS DESIGN OR 7YESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH 0.5TBB BY TPI. FOR ADDITIONAL 5PECIAI PERMANENT BRACING RE CLARY CONNECi0R5 ARE NAOE OF 20GA 6ALV. STEEL MEETING ASTM OUIREIENTS. UltE55 OTMEWIISE INDIGTED. TOP AW6 GP B E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CIMB~O SWILL BE LATERALLY BMCEO NITN PNOPER TRUSS AND UNLESS OTHERNISE LOGTED ON THIS DESIGN. POSITION LY ATTACHED PLYMOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRANINOS 130. 130 C S60Af. DESIGN STANDARDS MITH ppOPEiLY ATTACHED RIGID CEILING - SEE CONFORM M/APPLICABLE PRWISIONS OF NOS C TPI. AN ENGINEER'S TEDHNICAL UPDATE A/1/911 FOR SUOEESTED SEAL ON THIS ORAMIN6 APPLIES TO THE COMPOAENT DEPICTED HERE DRYMALL APPLIGTION. FIRWISN A COPY OF THIS IN OtIY, ANO :91ALL N07 BE RELIED UPON IN ANY OTFIER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI - TRUSS RATE I16TITUTE. NOS ~ 1991 NATIONAL OESI ON SPECIFICATION FOR M000 CONSTRUCTION (A1l TC LL 20.0 P5F REf TC OL 7.0 PSF OA' BC DL 10.0 PSF DRI BC LL 0.0 PSF BY: TOT . LD . 37 . 0 PSF DUR . FAC . 1 . 25 C:O ArTNT; 24.0" ' 38 ' s= a MFR. c 1n V W IU 0 cn rn 03116195 X1732 95075fi19 11 .,~.. ..- DATE r~~~C %/~. s PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2:33 WEST DUVAL 5TREET JACKSONVILLE, FLORIDA 32202 7'HE: FOLLOWING FINAL INSPECTION(S) HAVE HBEN MADE AND ARE SATISFACTORY: ~> ~ ,. ,' i ------ ------------------------------------------------- Enclosed are the blue copies o,f the permits. 5It:CERELY, ;~ ~ ~ ,) BUILDING INSPECTION DIVISION cc:FILE ,, .. ... .,... ~ .J,_ ,. t.~ ~ ~ _. ._, ~. __ . ^E l ', 1. ,• S ;~ .:. ~ Ifs ."' ~ ~~ I' i.l 1`".; T~} .~I I ~ .: ~ t f - -- r 11 I ~> ~ ~~J 7 ~ ~, ~~ r a 1 ~. ~ ::z i ; i I I I i > 4. ~ ~ ~ ~. ~. 'i 1 ~ ~ ~ _. i..l ~ ~,~ .-iii ~, ~ ': ~. ~ ~ ~_~ .i ` i :~1"'~ .. .. .. "a s .., _ ~u~ ,. ,. ~y ;'_1 ,, ~. ~. i r ., _ ,-. - .. ~ .L `' 1 1 .? ! ~ ~ ~ ~' -. .. .i , ,. ~ i. ~~ _i ~.... i _ ~ _._ ,. 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I~ ' 1 ~ ,, i ~~ ii-Tip i ' i ~ ~ ~ ~ i i ~~ 1 1. ~~'" II L l IL_, ~ 1 .~~ ~ r I t, ~ ~ i GI~Y pF ~j ~ iciat ~'" ,.i Building ~~ /~~ pttice °t Oa ~NSpE~ N ~~C'3. ~~ RE~VEc„ ~'S F permit No. "~~--~~ w P.M. fl t0calitY pate Time ~ ~ I ~gCNANIGA~ (~ fl & Rece1ved DOntractor P~UMgING Air DOnd G Heating C ~°b Address ~ ~ g~TRICAi- C aou put fl Frte Fab e ~_ ' ` OWner~s n me Na / NCgETE. GG Hou9rPolen9 Q O Temp G l TSe er Pre A~ idaY DING '` Footing Slap Fina Pg tpN L1 urs. R INS ~ - f Fr `"_`.._ ~ arcing ~ I g DY PQ R A Ih P`e RpOt n9 v Insulation ., ~ oc~ Wed• A•M' P.M• l ection ~ G nsP ncY ~v~ ~ ''1't } ~ Tues• ~. u a F}nal rtaticate of QGC P De M°n. ~ pate _ .~ ~ ___- '' n Made __'""".. _ ___-- "' 1nsPe~°r ~_-.-- ~~ ~ jj/f f~ ,fir Y ~~~u"""_ of gCejuGiWld~~i~n~'~ Otficiat pttice tNSpE~T~ON ~ gg REQUEST FQR pefrtritN°• / pate _--- , ~ ~,,~~' - 'Circe. / Ftece~ve ~ / `~ ---eontrae~tlMg1NG C] `~ ,lob Address O C'tRl~ ~ a°"-put ME HpNICp~ ` Q Air. Dond• & Heating 0 Fire Place D r,s S~-~U CA TE p~,lttrnQ ~P Pre Fab M. Name CQN E ~/ C ~ temPQOIe P•t`+t• gU1LdING C Footing 0 -NSPECTION FridaY -~~_-+ _. Blab F~e{nin9in0 i7 Lintel ~Gg Thurs. Roo ~ ..._. A t,11. 4 .ri ~~4 (~~r~tfc~t~ ~f t~tcu~tt~c~ (~it~ of ,~tlttnfiic ~ettctl - .~lnri~tt ;: +~P~ttr~n~Pnt of ~uil~in~ Jri~~P~tturi , 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~wath the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 10Y01 Group ~. frame Type Construction S f Fire DistrictAtlantic beach Owner of Building Gary Coleman Aadress2216 Alicia Lane B~ 'ngAddressBr d D~si n Build t_^ 'ny~U~ Oxax~ n~9~~ ~'T '~~nn ~ ~ ~ By: D0~1 C . FORD Building Offi ial .Date: POST IN A CONSPICUOUS PLACE CITY OF ATLANTIC BEACH, FLORIDA Approv~dby APPLICATION 1:OR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:~____ _ 19~ 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. QQ~f JJ ~~~,%~ U~. /IC~WI.~ULeG ~~ NAME l ~I 1~1~ ~G~ ~~ ADDRESS: _; ~~ . ~-c? I~ l l G ~'~( • ~- RFD BOX BLDG. SIZE BETWEEN: RES. (~ APT. ( ) COMM. ( i PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( 3 TEMP. ( ) SIGNS ( ) SD. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE nn~~n~ ~rrnn cr~c AMPS COPPER ( 1 ALUM. C 1 SWITCH OR BREAKER AMPS PH W VOLT ACEWAY EXIST. SERV. SIZE © AMPS PH W GVOLT , RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 4.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING CONDITIONING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEIL HEAT: KW-HEAT MOTORS 0-1 H.P. VOLTAGE PHS NO. OVER 1 N.P. VOLTAGE PHS MISCELLANEOUS _ ~ 1 TRAI~ISFORMERS: UNDEP 600 V. OVER 600 V. ___. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN • FORWARDED TOTAL FEES MOTORS H.P. VOLTAGE PHS N0. H.P. VOLTAGE PHS $ SIGNS NO. NEON TRANSF. EACH 51GN NO. VA. MA. MOTOR SIZE SWITCH FLASHER INCANDESCENT LAMPS TIME SWITCH FLUORESCENT LAMPS DISCONNECT NUMBER SIGNS RECONNECT NUMBER SIGNS MISCELLANEOUS WELDERS: TRANSFORMER TYPE NO. PRI. AMPS PHS N0. PR1. AMPS PHS MG MOTOR NO. H.P. VOLT PHS AMP GENERATOR NO. K.W. VOLT AMPS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NU. KVA FEE FORWARD UTILITIES: CITY ( REA( ) ) FLA. LIGHT & POWER ( OKEFENOKEE( ) 1 CLAY COOP. ( OTHER( ) ) WORK BEING DONE FOR ADDRESS OWNER•AGENT-GENERAL CONTRACTOR "~ MAP SHOihIIl~1G BOUNDARY SURV~1' OF: LOT 22, TIFFANY 8Y THE SEA AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A OF THE CURF~ENT PUE;~t„t,C REG'S OF OL/VAL COUNTY, Fl.OfalG~1. r• r' .r .~~ j ~4_~ ~ L ~r Y -~' ~- ~ "' I K~. I ~ P~P~' .~. , . 3 / r ~ ... Au~~ ~i ./~ yid 54 '~, ~' ~ f o . ~ '~~ ~ ~ t~ d ~ V Qc `' ,(~' ~ {~ ~~ ~~~~~~a ~~ V ~P h C~ ~ ~a `~' .. ~ ~\' ~` Q ~~ .,~~ 1~ Q ~'t •i' ~~J `i:S ~~~ ~C c,. f ~'~k~or+ry Ink,/~ v ~.~~ ~~, ~~~~o,`. ages: BEARINGS ARE BASED DiN THE WESTERLY UNE QF AUCIA LANE AS BEING S,OB•32': r!t ~r rlpso~r ,~,y~as,,,c~ ~~d.~Noi/f k/odaN' !'167t) .~ fw,~ hlOi/ f k6sMr (G8 3G71f ~~ 2 ND BLVLOING RESTRICTION UNE BY PLAT, MAY BE RESTRICTION UNES OiR EASEMEN THIS PROPERTY BY ZOMIWG OR RECORDEL RECORDS OF THIS COMITY THAT ARE,ND• THIS SURvEY, THIS PROPERTY UES IN FtOOO ZONE ' X MAPS REVISED 4//7/Jy, CDMWLWITY ~ NO, /2GG'T5 gCS7/O. fi~//s~v~o~,caoi~c ts~'/.rTioN N~TioNa~ rto~'~ic vF.s~ic Lj9 i 'g ~ ,~ CITY OF ATLANTIC BEACH, FLORIDA ..., . ~..•«~w APPLIGTION !OR tLtCTRLCAL PtRMIT TO THE CHIEF E~ECTAICAt lii~`lECTOR: .OJRTL: ~ ~ ~~,~ MM~OItTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK ~'SCRIpED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAIO WORK tN ACCORDANCE WITH Tk'" -CHEO PlJ1NS ANO SPECIFICATIONS WHICH ARE A PART HEREOF. AND IN ACCORDAANCE WITH THE ELECT` ItEGUU1T10Ng, COOEti ANO CITY OF ATUW Tls I O ~DINANCES. . .. .Jackato~wl8ch F Cow ~1~~ ~ iJ~LiL~ w MAME~"~ Vb'3~~ ` , AOWliii:~~~~ d' L~"l-~ r Ilf~[pX~,~,~„ iL00. NtE NTWEEM: - Ilia ~IIIt. t 1 OOMM. l fWl.lc t 1 INOCa. f 1 NEw 1 1 OLO ~~ Ittw.1 1 AOWTION l 1 TItA16EA ( 1 TE~I. t 1 SIONf t 1 ~1 ~ ~, •~ !/{~ lam/ F~ l./ o^~--•-l ~_ ~ ~ ~ ~ + , • '. ,4 MAP SH0 bN1~IG BOUNDARY SURV~'Y OF: LOT 22, TIFFANY BY THE .SEA AS RECORDED !N PLAT BOOK 48, PAGES 94 AND 94A OF THE CURRENT PU8l,~C RE+S OF DUIlAL COUNTY, FLOf~IQ~1. •• r ,,. .~ . ~ ~'" l,.~V ~~40' ~i~T ,OF~ ~Y ~~ _ ~} - ~~ ~ ~~ ~ I ', L ~~ ~~ il"'`F "~ ~j9 i ,~1 ~~ . ~ /~ ~~ r ~ ~~ ,,~, !y / Pik ~ !CQ'SG~' ~,BT ~'~ ` w .~ s~ ~ ~ ~`"' 7fonflro~~~ ~, ~ R ~ ~ ~"f"" ~,, ~lo.Xl~'Ja;l~ E°'°~'.l ~ ~ . Q~ ~ t ~~ ~ ~ ~~ ~ v o~ . ye 4 ~ -o~ ~1P// G SOT Q~ \~~,a ,. 'z~ 4 P~ ti`; ~ ~`~. .~ - ~~~ ~~ ~I~~Y'!I rndril/oi/~ K/p~/' s :i~ ~s) .~ Isnurd ~/o//ll~bthci !ce 3au> ~DY 25 AIpTES: BEARUVGS ARE BASED ON TIE WESTERL 1 LINE Qf AL/LU LANE AS ~ 5.01'32' NO BUILDING RESTRICTION LN~IE BY PUT, MAY BE RESTRICTION UNE3 OR EASEMEN THIS PROPERTY BY 20NIMKi OR RECORDEC RECORDS Of' TWS COUN?7 TMAT ARE,NO. rws suRVer, TENS PROPERTY LIES IN FLOOD 2ANE ' x MAPS REVISED 4//7/x!, CGNMIIWWTY i NO. /'1lJO75 qq~/ O. N~fior~'.sc rtv~arTic v.~isTic •, " CITY OF ATLANTIC BEACIi APPLICATION FOR POOL PERMIT vOb i1C~C3rCSa Z Z ~ ~' ~ f 1 ~+(J~~. Lct If ~- 2 Dlock 1 Subdivision "i ~ ~ ;~ ~r1.,~ ~~ O~.cner (;,...~ a C.~ ~ ~ .~-~ ~.-.~---_ Rciclres s Z Z i C, f~ 1_ "___~- ~ c.~ ,... - - -- - _ ~ ~ -~ .___ ~. _ _ Contractor ~.~ ~ _ cz..v-~-~ - %.~,.~,.~ ~-rr) ~ f ~~~. ~' r A c: ci r e s s Z 2 (o ,,,~ 1~-~...~~ ~ ~..~ -. ~.+,~ + vv~'~- ~ ~ ~--'~ .~ -1~-~(~.. 3 -z Z.~s(, License Numver `42 ~ ~®3 2~ i ~ ~- t'aluatioii S ( C Lt~, c~Ci Gallons ~( ,,,~,c~~G (yc.. S ____ SITE PLAN 'front y a ~~ ' e '~~~, ~ ~. f ~ ~ ~,'~ ,~ . .- ~~F" `, ~ 1 ,~. rear Signature Owner Signature Contr .~. ;, .~ a ~~,® y~ ~' ~ ~ t-~ ~S~ ~E~'`~!1!~'t~ City of Atlantic Beach Building and Zoning • ~ A ' ~ 1 ' ~ ~' • COiEt i • ~ i , ~ ~m~j • WtIR . 1 ' ~ ~ i ~~ ~, c.~YAslCET .,' I C.~_ 1. •' . ~ . ~ B*F.AK nSE ~~, •• DEEP ~ 1~2 ''?VC ~ SXI}IHE I ~ ".+...~ BELIEF YAL -~,~1 ,~..~ ..... # .....~.. .r 1 '~ ' TlPIt'~L, SEf.?I('X t.T POOL ~ N?S ~(:RJ1~ SRPE VILRI . NOTE: GROUND AT PUNt N/ No. d WIRE '1--.-~•----• --•--~- ~TRANSFORHr1t .=,'.•.: ' '•' . .-• . ~- ; ~.i' ~" ~ .-BL'LLNOSE TILE ' - -4'-0"nirt^--"' t ~_..,.,TO FILTEA G.6r folio ww ~ ~ . ~"~'~~ ~ 1 112 ?V ,'-r-^ ••-'~ ~--'""" } : GRAVEL DRAI11 ~ ~ ~ + ;~ , ~ SUMP n.t.t. , } ~''~~~"' - = ( -.No. ]-1 Q" cant. ~ ~ NOTES . ~1s = t . l f a•~• ~*~^ ~ ~ CONDUIT t/2" ppC^`' "~ • . G/, ;~, 1. Pool. not desitned against h~dio. tErtlRli = ' --• ~ DEEP _ ~ ~ • uplitt• _ ~* , n.t.s. ~ 2, Ovnets to. fence as persctibed + ~ ~lartite ~ , 79 UATT LOH VOLTAGE ~ bT law. I L Cores l t ~ j. ro rot drs'ia pool vhta ttoued • • ~ ' ~ ~ eater teaches 4'-0" belor pob:• ,. 3~. 4~ ~ • ' ~ ~ , ~ uatet level. ~ ~~ '. • •+ ---~• . -~ . ~ .: e ~ - 4. Coactett coaptessioa to -0 3500 o~ +2~'4 _ . ; , ~ c~: ~ • ~ ' , psi is 21 da•a. : . snALtoW ~r n • t •'' ~ 1N1lltAM J. MArtH1S~ 8c AS54C. lSS'' 3'~J+ B.t.s. ~t .~ o. 1-15' s-in lap aorySUtnNG~~ . •• ~ , • _.-- ~~ ~. ~ , ~t~zn F'l~u F~a~x~e- 1 . $ig6 performance impeller/diffuser powerful ~. ><g0 cubicinc6 strainer basltet allows for Ipnger enough;to operate a filter and a pcxnl cle~ar-ing interval betwean~oleanirig. system without a second pump. 2 7 . l~>oe , ~ :.saver motors (1 /2~ llp - 3 hp) `; Exclusive Ring-Lak are available at~rsingle access allows "No tool" speed~units. entry to all interrtal parts. Assuxes optimum sprviee- ~ ability' without disturbing the plumbing. 3 . Patented air-cooled I heat sink allows pump to run dry without damage to the shaft. seal. 4 • Floating eye seal between the closed impeller and diffuser!maximizespomp efficiency for host flow and pressure. 5. One piece case molded from glass reinforced, corro- sion-resistant thermoplastic with two convenient drain plugs. for winterizing. Performance Rate MODEL Gallons per Mlnrzte rs. Resistance to Flow{Fief ojHead) 30ft a0ft 50ft 60ft 70ft 80ft 90ft 100ft 5MPI7UMP 55 46 34 15 - - - - 7MP/LUMP 74 68 62 54 4S 33 - - 1 MF/15UMP 85 79 72 65 56 ~ 43 - - 1 SMFI2UMF - 108 99 90 8q 69 51 31 2MP/25UMP - 120 -tl 1 102 92 ' 80 67 52 3MP - - ,14q I30 11.7 1.03. $5 O. Adjustable bash wil'1 acceptderent rrtotor diama~srs. 'IYansparent eover allows immediate visual inspection;for debris. 1 ~. Exclusive flap allows full .flow through.. the strainer basket when the pump is running, but restricts reverse flow in your system when the pump. turns off. Dien=si~+o~; 11 7-9/+16 Y rrirM rrn. ,~~ 1 t-9/t6 IMP: l!2 3/4 1 1-1/2_ 2. 3 A 23-7/81' 23-7(8" 24:3(8" 25-3/8" 25 ~3,; " 26-3/8" G~• a~a~w ~ ~~~r'~~ ~.~ ~ a~ <<ST~ P1iNSavice M.no»~~. „~ PaebrY Unit iw~iir~°i , Jacuzzi Bros., 12401 Fnterstate 30, P.O. Hox 8903, Little Rock, AR 72219-890) FAX 1 80Q„-Il4'2-6044 ®1994, laouzar InFy" p~ghta n~Ow'~cd putaide US. call: Jaauz2i'Do Brasil: OL1-55-409-17t I Jacuzzi Canada: 416.675-3333 laeuzzi Chda OId-Sb-2 S7t1.3008 Jacuzzi BuroQe (ltaly;)~Q~,l.~6f4flA~$5?i~41 ., :~ 1. Heavy-duty Polyester Filter Element won't collapse under high pres- sure and is easily cleaned with a garden hose. The coreless element allows you to clean it from the inside out for a more thorough cleaning. 2. Automatic Air Relief automatically bleeds trapped air, eliminating the need for manual bleeding. 3. Patented Dirt Catcher prevents debris from falling into the tank when the element is removed. The convenient T-handles make cartridge removal easy. 4. Jacuzzi Ring-Loki" allows easy access with a simple twist. No bolts. No clamps. No tools. 5. Gearless Pressure Gauge displays operating pressure and features an adjust- Model A B C CFR-25 17~Shs 4 7yhe CFR~O 17 12Ux 13'Ix CFR-75 22~Ix 12~Ix 13'Ix CFR-100 2631a 12~Ix 1351a CFR-150 3131a 1211x 13SIx able cycle indicator, letting you know when to clean the filter. 6. Jacuzzi's CriptiniteT" Thermoplas- tic Construction is heat-tolerant and resists corrosion due to weather and chemicals. 7. Bottom Inlet and Outlet makes installation easy. 50 sq. ft., 75 sq. ft., 100 sq. ft. and 150 sq. ft. units have 2" NPT connections. g. Captive Drain Plug threads directly into the body wall but stays secured dur- ingdraining or can be removed with a slight tug. 9. Low Profile allows installation under decks, steps and other tight fits where competitors' filters won't fit. ^ The 25 sq. ft. in-line RING- I.OKT" Cartridge Filter is ideal for spa and hot tub applications. It features a coreless element for easy cleaning and optimum flow rates. Inletloutiet available with 1'Iz" slip or threaded connections. I ^ CFR Performance Recommended Total Gallons Circulated Flow Rates 'GPM GPM 6 Hours S Hours Model No. Commercial Residential Commercial Residential Commercial Residential CFR-25 9.4 25 - - - - CFR-50 18.75 50 6750 18000 9000 241)00 CFR-75 28.13 75 1E~7 27000 13502 36000 CFR-100 37.50 100 13500 36000 18000 48000 CFR-150 56.25 150 20250 54000 27000 72000 '.375 GPMIFI"z based on NSF standards for commercial pool applications. ^ Pump and Filter Mounting Kits provide a noncorrosive molded foundation pre- drilled for any Jacuzzi pump and freestanding filter. MEMBER ~o ~~ =,.NSf.~= NATIONAL Nw a COOL iNSrnurs (~~ ,~a-cuui. Jacuzzi Bros. ^ 129011nterstate 30 ^ P.O. Box 8903 ^ Little Rock, AR 77119903 ^ 501.455.1234 ^ FAX 1-800.6626044 ©1993, Jacuzzi, Inc., All rights trserued. Outside U.S. cdl: Jacuzzi Do Brasil: 011-55409-u11 ^ Jacuzzi Canada: 416~r3333 ^ Jacuzzi Chile: 011-5fr2-5T/-5708 ^ Jacuzzi Europe (IWy): 011-39434-de-141 ^ Dimensions (In Inches) w- '+ ._ ~~~~~~ ~~~ ~~~ su~~~ °~' C B ~ U ~ DARY PAGES ga AND 9aA ~ !'~ . ~TYTF Op0 . A A5 RECORDED TIFFANY 8Y 7ME ~ OF pU1~~ G LOT 22. pUB~1F. <~E 7ME CURRENT •' ~, • .. .r .~ .~ ~ 1 -•-- ~Y /~ ' {p~~rw ~/1.' .- 1 ~~ ~~ ~~ CMG ;~0~ 2 F T ~I' HI~, '\ 1~ 1. r ~~. i~ . `a 1~ 1{ ~j f~ 1 '~w ~ ~. I,.,Ap'/ieT ~~j,1l~ 1 ar •.. ~~ 1 ., L u ~.j~ ~~~ ~ ~ irk ~ ~ '2 ~. ~t~ ~~f4r oso~:t ~ ~~ '~,, ~ x1~~~~ ~ .. ~ ~ ..S'~0 Y ~ v~ .~ 4e~ 1 ` ~ ~S. ~ N M :~~ ~~ OI r,,;,r,,,,,,~r• ~~ ` ~ (I + 1 '1- r ~ .c<° r~ y ~~>' tf +~ "~ a '`fi V~p H Q.1~ _ ,a`~~t,4`~, 4 ~~-~ II~ u~ ~~> ~~~ ~ ~~ ~ r . , Y ,.! t~~j nlo~ f lLD l6~1 ,~~..- ~ ..~ .~'~~ ~ M ,~`4lJ ~~~ f~~ ~ ~i/ 1+bshcr ~ , p1 L2~ I ~' ~pTES: ,~ ~„EStERL; ~S ARE BA~p~ ~a ~'~ ~ Aucu u"'~ u~ sr Pu-T. ~ RES~~ ~j-SE-~ ~Y ~ RESTRMtTK~N uMED ~ GOROEL Ttus PR ~ ~ COY T-MT ~,t+o RTMis suR~r _ TM{S PROp'ERtI' ~4/ 7~ ~~~,~y~n ~ ~ ~ µAPS REywSED ~ ~ fir+~s~r~~ ~ ~~~ E~t~T ~ RI NA1N C IA1~. PRi NTH NG CtXv1RM f1 Book 8775 Pg 1780 notice of ~ommeneement (PREPARE IN DUPIIGATE) 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 _____________z 2_~ _b ~_ ~_!_~-! ~_____L?=_~„_ General description of improvements ____~~...~~ ~ __?~~ ~ __._,~Zs? ~ ~-______________ Owner -----------------•~-~-./-- --------------------------------------------~ Address ------------- Z 2~ Sa----~ Ir_'c =~-`-~ ----IZ ~.----------------------------- Owner's interest in site of the improvement ____._______ __________________________________________ Fee Simple Title holder (if other than owner) _______.______________________________________________________. Name ---------------------------------------------------- Address ------------------------------------ ----------..-------------------------------------------------• ~,~. Contractor ------~ Q~ c'`-=t-----~"-~~! ~1.~!-`-~_ _ . _ -- -------- ------ -------------------------------- Address ------_~-,~1!fl --~~~----~~ "-'°-`~----------- ----- -~ ~~ Y Z Z G - „s~---~-~~---~----------~ 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 thau himself, designated by owner upon whom notices or other documents may be served: Name ------------------------------------1-- ~-r Address ---------------------------------Il-=--=~-----------------------------= -------------------------- 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 ----------------------------------------------------------------------------------- ------------------ Address -----------------------------------.__ THIi SPAC[ FOR Ri:CORDER'8 USE ONLY ~'~-y ,; ,~ _, ~ ) ~ `.r1 ,!:~ ~ ,•, ------------------ OWne , ~1,~,p~tlCltii//~'''~NAey: 7adt'9S ~1C7'C~L'~ ~ ?~'. P,~~di{k 'fig mcr-m ~•olo ~ ~~ ~n~ t c~ c m ~ 1•~ n •• .. a:~~r+rN 7C '~~ 1 ~ n ~ ~ ~a ~ ~ ~ ~ Sworn to and subscribed be~o4s~ ~~___ _ oac~c,~~cm N~V ZL__-_ day of __ ~S~3Z _____j,;,~;~C~6'i_lll'8 X19_ ~ o.-rcoov~ fJt '~ - ------- rc 3 n~ ~ __-- ~ ~ otary Public ~a(aa O HERESY CE~TirY THIS INSTRUMENT fS A TRUE & ORRE T COPY OF THE ORIGINAL THIS INSTRUMENT PREPARED BY; Baran 4 Bartlett 8atron L. Bartlett, P.A. 61S Highway AIA, 3nlte 101 Ponte Yedra EeacM, Florida 320162 RECORD AND RETURN TO: Baron fL. Bartidt, RA. 41S Hisbway AlA, Snits 101 Poste Vedra Beneb, Flarida 320 NOTICE OF COMMF,NCEMENT (pRBpAItR IN UUpUtJ1'1 l3) The uedersigaed hereby gives notice that improvement will 1-o made to certain real property, and in auordance with Chapter 713, Florida Statutes, the folbwing information is provided in this Nonce of Commeneemcnt. Description of property: Lot 22, TIFRANY BY TillE SEA, according to plat tbereot recorded in Plat Book 46, pages 94 sad 94A, of the errreat publk taords of Onval Cannty, Florida. General dcscriptioa a[ improvements: Las Z2. TfNfany by the Sea, flat Book 46, pages 94 Qc 94A, Dywl County. Florida Owner(s): Gary B. Coleasaa, Jr.. n nomarried person Address: ills Liakside Conn Fast, Atlaatk Saieb, FL 32233 Owner`s interest in use of the unprovement: Fa SLapk Fee Simple Title Helder (i[ other than Owner): Name: . address: Contradar: Band Dalgs Bn[Jder,lae. Address: Po Box L'76'1 Surety(~~)~ Jcdva tx.-d. #~ '/'l~~ L`lG7 Address: Amount of bond: =000 Leader. Tacker Federal SsNap do Lean Asseciatten, D/B/A Falrlleld Morlga Address: P. O. Boat 2117if1, An~nstn, GA 30!17-17M Persons within the State of Florida deugnated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) a)) 7.. Florida Statutes: Name: Tacker Federal $avlap do Loan Associadoa, D/B/A Falrtield Mortga Address: P. V. Bas 2117i1l1, An;nsta, GA 30917-17A Naa~'lticka' Federal Savb>ss & Lean Asaoefatioa, D/B/A Falrfleld Martp Address: ;P. O Banc 2117is1, Assts, GA 30917-1780 la addition to himself, owner deugaates the Iolbwing person to receive a copy of the Lienor's Notice a: provided in Section 71313 (1) (b), I'lorida Statutes. Name: Address: Expiration Date of Notiee of Commencement STATE OF FLORIDA COUNTY OF ST. JOHNS The foregoing iastcsment was acknowledged before me this 28th day of April, 1995 by Gary B. Coleman, Jr., sa unmarried person who produced c~~11,-, v~~ ~ ~ ~-.1 Z -[ „~ as identification and who did not take an oath. Notary PubG~ State sad County Aforesaid . .... ~~' otary ure ar tsry Public. SuN of Fiorid~ ~~ My Comm. E~. lrn. 27. 193 otary urn nay . -p. ~ rw. s.ar.w y~wt aw urn. awww., an. rr>m ssa~ra~ MA-'~ ~}-f4~~Y'j1~G' ~3dt~..~NUAr~Y SURVEY Or: LOT 22, TIFFANY BY TNIw SEA AS RECORDED iN PLAT E300K 46, PAGES 94 AND 3~iA OF THE CURRENT PUBLIC RECORDS OF DWAL COUNTY, FLORIDA. /'~ ~ ~ ~ ~. A F, I V " ~ IG/1T -aF'• WAY .~o• R {pri~ofe 9>Freef By Pbf} ~"'' ` 1~ 5~" ~~ " fw ~ s=~i3ira• 5. 3~ :. , .. , . , . ' ~.~,~,, I y •; I l,Y^1+inc I /p f /d-3.o~Fr~4r~u Lot 2+ ,sn}1!y P!o-11 I - ~ : ~:~ iiN u+d w { ;~ l d ,~ ' ' ;, f 2; s sl aaY -: c ., Mosanry ~ © 4 a ,/~kaidcxe I ~ • ~. F. r .F.~ •~r. {r~•7~ 4, I ~l1 ~ ti. I~ ~ 1 p I ~, „ l ; /o /' ~, ~ . i /?nd 5 ~~ ~ ~ ~ V °v ~ ~~ LO ~ 2 $'~Ifvripnry i1h,/ • NOTES; ~~ .c ~ l ~ I~ ~Y 4/vNO'f~r I 4~ ~'"" ... ... l •"" ~~ I ~~ f•~ f...r--y --.-,-.r Id Nbi/r!1/Ot~ J4 ~+) ~~ ~Nbslir ~~ +~ I ~r +F9ln~'rH armor I ~ gy !<d 1 ~ 9S' I , rJt ,~~~ I hl D ~ ~°r ~ ~~' ~ ~ ~ ~ I9 i~ ~~ ~o ~ I . _.. BEARaVG"e ARE BASED ON 7ME WESTERLY R!G>1T-OF-war L/AE: OF ALICIA LANE AS Bf.IOVC 3,08.3233-E. I!Y PLAT, No ewt,Dlwa ~rsTR,cnaw LrNe er PLAr, our rriEKLy MAY Bf R[STRrCTtON t.INLS OA FASEMfl'ITS THAT AFFECT T1N3 PROPERTY BY ZOrvM-a pR Ii~COROED W THE PUBLIC RECOROIi OF ThYS COUIRY TFtAT ARE,NOT SHOWN ON THIS SURVEY. TFpS PROPERTY LIPS !k FLOOD ZOwE ' X ' BY FLD00 MAPS REVISED 4//7/(119, COMMWW7Y PANEL f/~/.S.VEa• f:cooK ~A+/.e~'iON/~s~'o or' ~+TiaNit Lg~o~rrrc vr,~ric.~a L~+n~~+'r P ~ 5 ~ 1 4~~ ,r `~~ r~s~~ ~z~lx~ ~,;V'4~3EE~Ef 7 t~ ~°r ! H£RFBY C£RT/FY T0: c~vCr~ cv,~.~-~,e.; ~/.r. THAT THlS SURVEY J~/EETS THE M1NJA(UM TECkNlCr1L STANDARDS AS SET F'ORTN BY TNf fLORtt3A 80/1RD OF PROFESSIONAL LAND SURVEYORS, PURSLI/WT TO S£CT70N ' 472.027 FLORIDA STAME'S AND CHAPTER 81 G J 7~6 FlOR10A AAMINISTRATlVE' COOS. a~~J~ V ~ ~f INC. ~DGG45 ~ 7 iD.7 $AyiH 17ipFD STYff7i7 IAGKSONNLLE e{'AGH, PLOt~'lDA J22$O (701) 34!-rest r'Ax.(yD+) 2+7-72$2 PHOr'ESSIONPt. LAµn tln^V~1'QR /G74 FL~R:C'P H BRUCE DtJRDEN, SQ. UAIti; /ANUA/PY B /996 SCALE: 1"*~ AAr,SS6Ci WIT!•1 THE cEAI (1F THF. ABOVE 5tGlJED. 7 '' 1 < Post-ir" Fax Nate 7671 nah p~,- 1- :~ ~ 7 TO ~, From ~ Co,lLSept. ~• Phone N Phone # . _ .....~.__.._......-.--.,-- r .. _...~-.,.,,.-- ~~ ~' ~~ I OVrr~• Fi'p~ lL~w+s 9f ~/rdD ice f ~r S v 3,87. I `u~ -'~' I~ifh y117rA 1 W ~ o, ~c~ . T Q ' °~ h S./• 0 ,., BUILDING AND ZONING MSPECTION DIVISION CITY OF ATLANTIC BEACH annuTlc aar-c-t, t~ot•loa saa» APPLICATION FOR MECHANICAL PERMIT' CALL•IN NUMBER IMPORTANT - ^pplieent to complete ell items in section: I, II, III, end IV, tiOC~ATION Stroat Addn••: 1•hrw•ti•~ SIr••tt: S•h••• A•d NJILDING Sr-•dhr;ti•• 11. IDENTIFICATION - To be completed by ell epplicents . I• con•id•r•t;oe of p•.~;t q;vn for doing tha work a• d•tcr;k+•d in th• •bov ttat•m•nt w• h•-•by •qr•• to p•r(orm uid work in •ecord•nc• ..M th• •-f•clud pla•• aad tp•ci(;c•t;o•• wh;ch ar• • pert Mr•o( •nd i• •ccord•nc• with th• City of J•cl•o•vill• erdi•••c•t ••d tt•nd•rdt d geod -r•ctic• Gthd tA•-•;•. M•...1 M•sb•;••1 C«w«h. (-ri•1) ~ /~ %'-' ~ c, ~ ~-i.} I (~ !2 S - 1 ~L ~ J L-~O-. G•hahn kA..h. c~(~j ~ ~-1 lu. oiNt~Al NrP01GAA110N IS OTNlR CONSTRIlt:T10N KINe DON! ON O ~-^~ ~ TNIS (1t11k.e1Ne OR SIT! 1 j ~. c" - ~` v O N•1rw1 O G.Ini (NMII- ~~ ~ ~ It vlSr elv! NYM~lR Or t7tlttSTRtICTieN PEM~IIt O ow»- -- >-r~ti IV. I~i/ANICAI p11tM~1~ *O M E+IRN11 NATURE O!* M1011K t-w.+d• •~•yMto Sid •1..~• M M•i d IM• tttal ~` RaakNntlal a ^ Commaclai O ttNt O fp•M O R.«w.d O C«Ir1 O Riw ~ N«n wlkdltto O ~ ~ O Il..tt- O C«ww1 O E>datNq sulldwq 0 o.n sl,.h.,: ~~,: --~ o R:a.~«II«+t~ot.xl.tln~.,~t«h N••i~r•t aM«M- a/.w. ~ ,( ~+' Nqw InalaUatlon (NO ~trNan prwlouayr InataN~ O ~ O Efstenalan a add~ott to axlNlno etrgben O otlt« - spay O ~+~- O Ida•~IIN O a,.`.~ I~MI TIME fwC! TOR 01~1CE t,IN ONttf I T' T..a~ / 1~~ ItwtM ' O Ll'G oM1•i•>•r•~~ 1~«1 Q udhd rww. r.Ma ~ ~,,, /w~l AMtnwd ~• e.•. a,•tsr wu. asa~nraasrrr Alt QOP1Df'110ti[PIG Alm tFPtIGE>ZATION CQl1!ltN7' . Iltla,Mr iJrlta D~IEtha ltaMl „'lla1~ ~~IM' tom) EE:AT41G • t~URTIAC>li. eOiLt>RE. !E~lLAC'ii __ ~IiwMr V>1Ni ~1~11 NIIrK ~AtllTr~~ (V ,y~A4 TA~s ilr lviy ~O>~1~ J , ~ >~ Iro. ~~i`. BUILDING AND ZONING 11~SPECTION DiYIS10N CITY Of ATLANTIC BEACH ATLANTIC 6tACN, FLORIDA ~ia3a APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT -Applicant to complete all items in sections I, II, 111, and IV, ILOCATt~N Sfntf llddnss• G '- 1nNrseeting Streets: Between And WILDING --~ ~--~- ~~ Subdivision II. IDENTIFICATION - To be completed by all applicants , In considsrstion of permit given for doing the work es described in the above statement we hereby agree to perform said work in eccordence with the ettecllpd plans end specifications which ere a pert hereof end in eccordence with the City of Jacksonville ordinances and standards of good practice 4isted therein, Neese of Meehenieel CeebeeMr (/rin4) ~ ~/ 1V-' C • ~i ~~. Centreefors Mts4tr ~Q~~{ ,~~ Nesne of Merry Owner is ~ 3~. Sigealun of Owner signature of er Assfiariiad Agant ~;,,,~ Archifaef or Engineer IfI. G~JHUL IN RMAnON /1• Tye. o< heating fiat: B• 1S OTHER CONSTRUCTION 13EIN6 DO EON ~, Electr+t ~ TNttf iU1lO1NG OR SITEt ~~~ ~_.~.~ Q 6u - ^ V O Natant ~ Gnrrel Utility tf YEf, GIVE NUMBER OR CONSTRUCTION D OA PERMIT {~~~ 1 Q OMer -Specify IV. #1lCMAN1CAL i~Ulf+IrlMtT TO SE INSTALLED NATURE OF WORK (-avide eomplete 1&r of tomponer-b on beck of Mh form) ~ Residential or ^ Commercial ~[; Neat ^ Spew ^ ttecened ~ GnMtf D faoe- Q~ New Bufldfnq Air Gnd~ioning: ^ ttoem ~ Cel-fre) ^ Existing Buitdlnq OYCt ~~; Materie C TMI~„~ lc-~ ^ Rbptacemsnt of existing system MetITYT Npetlry '%~ e.fm, New Installation (No system previously {natalled) (~ Extension or add-on to existing system 0 ttefriger•tion ^ Other -- Speclty Q Cooling rower: Gpatify 9;.rm. rinklen: Number of heap Q Nh t . p Q EiweMr ^ Manlift ^ Eavbfoa~....~,.(mraal~l THIS S-ACE fIOR OlFICE 1Kii ONLY (nember) Q 6e,dine pampa IS~i1 , / Q Tenn (nYmberj Remerkaf (,~ eenteinera_. (mYmber) Q Ulrfiad preuun vgeM 0 1~. ~ r.rssi- ~ by af. (~ OMser ~. Specify hrnit rte. IdST ALL EQUIPMENT AlR t:ONDITIONING AND REFRIGERATION EQUIPMENT Iriut:tl»r Vtslta Deat:rlptfoa S[ot1N Nrunbae >ttatnutacq><rer ('lSotna~ ~]I~ Chi r,..ra 7 ~ I~AT'QdG • FIJRPiACES, BOILERS, FIREPLACES I~tnsDer VnIL I[oRd IQlwabee IG-sutaaWr~t C( ~ j ~~1~ ~~ } =`~' P~~ ~ ty V ~') l ~ TAN><s / How Many IPoa~eal Ca~clb- TI-Pe L4uld I~fa>eaa of ~~ ApP; toad Dllmertdoert Corttatned >i[a>whotttssr No. ~1 CITY OF ATLANTIC BEACH, FLORIDA Aoo.ov.aby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 9s 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 ANO SPECIFICATIONS, WHICH ARE A PART HEREOF. AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTI~~g~'I~OR CNOANCES. 1 ~ Souttl Second St ~ Jacksonvl Bch FI_32250 .~C / ..~ ~./~. n __~ ~~~ NAME ~4 2 ~ ,ADDRESS: ~~ ~~ `~ ~~ ~/' Q__~~RFD BOX ' l BLDG. SIZE BETWEEN: ,l- -6 ~~ RES. APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS.1 1 NEW OLD ( 1 REW.1 1 ADDITION 11 TRAILER 11 MP.1 1 SIGNS 1 1 SO. FT. SERVICE: NEW INCREASE 1 1 REPAIR ( 1 FEE DOCTOR SIZE AMPS ~~ COPPER ALUM. CON SWITCH OR QREAKER ~ ~ AMPS PH W VOLT / RA Y EXIST. 8ERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•i0 AMP6. ~ t • 100 AMPi. }' awITCHEa INCANDESCENT FLUORESCENT 8 M. V. Fq(ED O•f00 AMP d. OV[R ArPLIANCEa ~ BELL TRANS F. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P.,RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS 0.1 H.P. VOLTAGE PMS NO. OVER ~ H.P. VOLTAGE PHS MISCELLANEO US TRANSFORMERS: UNDER 800 V. OVER 800 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FIASHE EACH SIGN FORWARDED ~--- s TOTAL FEES 1vf~F' ~f~OY~I~~~ SUf~~~~' O~ LOT 22, TIFFANY BY THE SEA, A5 RECORDED IN PLAT BOOK 46, PA6E5 q4 AND q4A 01"- THE CURRENT f'UBLIG RECORDS OF DWAL COUNTY, FLORIDA. CERTIFIED TD: GARY COLEMAN, JR., TUCKER FEDERAL ~~AVIN~ rl~ LOAN ASSOCIATION dba FAIRE=IELD MORTGACCE, BARON L. BA=RTLETT, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ~ (~~~~ z I ~~ APR 1g1! #•~ ~ ET ) `Ci ~ ~_ :,PR1v~~~ 5~ Bulidin and ~~.. Y, g WA ANT ~ 40 FOOT Rf,EL TB~~ IIf I UN ~f'`5Ej''~ s ~ U2" u~vATU E F'AFZ, ~~ IRON PIPES .~.}--- - _ 5ET I %2" IRON PIPE Lg#5 (ate __~~ I~ , 15 1~ lO I -Q ~-I I { ~ I I~ LOT 21 ~_ yea ~~ j ~ 4~s he~''~Cit ~ C~4 G ~~~' ~ t~ ~ ~ > ~ I n ,. ~ .c~ ,. ,,~ I S, ~ ~~ I P~ FOUND I/2"I IRON PIPE t~8,~.,y ~ _ _ \ >-, I - 63.8, ' _~__ _ -- 3.5' x 4.6' ~GONGRETE PAD - ~..~--lo' x 17.5' J.E.A. TRANSFORMER EASEMENT m ~ LOT 2 3 ~ry O ; 5't HI6H x O.1' WIDE ~-STUCCO WALL ~ee Removal Approved ~ Date i~~ . ~ nl ~ o~ ~ o LOT ~h t-~lP~._L. ~ O.~'~h O ~ 1 Joy i,.~ x~.at.[_ ~ FOUlJD DISK 1JAIL et DISK ~~~~ ~ #3b"12 o' ..... er i i ~ ,,, ,. . ~ ~- -'1 I _ D ~Y~, ~~cc Nc ~-- _ I _ ~ - ~, I I I • ~~ ~ ~ `~ ~D ~ti' I ~"Idat~ ~ ~ ~~ Par+o W 6P LGoN I ~~~ I WOOD DECKING OVER BOX I GUl_VERT I SUN ~ -" ~1`~ ~p # ~...• ~~~~ ~'~ OS - , f5' DRAINAGE--~~ j 4'~'~2 I EASEMENT I ~.5' 7.5' LOT I q I I i I , ~~! Oo°I3~40~~ ~ ~~o.oo~ LOT 25 6900 PHILLIPS H{E,FiWAY SUITE I JACKSONVILLE, FLORIDA 32216 FA:< NO. (904) 246 - 6226 PHONE NO. (9041 298 - 8225 I FfEREBY GERTIFYTHAT TF11s BOUNDARY SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM TEGf INIGAL STANDARDS FOR LAND SURVEYORS IN AGGOP.DANGE WITH GHA.PTER biGll-b, FL. ADh'NN{SlRAT{VE CODE (PURSUAN"f TO SECTION 472.027, FLORIDA STATUTES), AND WRTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOt~JFJ ON TNIS SURVEY. SURVEYED JANUARY 20 , 1995. CHARLES R. BASSETT JR. RE6. LAND SURVEYOR FLA. NO. 4591 SOUTHTEGH SURVEYORS, INC. L. B. NO. 5613 BEARING DATUM BASEC~ ON PLAT BOOK 46, PA6E5 94 AND 94A FLOOD ZONE(S)_ "X" ~ AS BEST ASCERTAINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER _ 120015 - 0001 D _ DATED _„ 4-I1-89 ___ FIL=LD BOOK NO.= DG PACE(S)= _.__ - _ LEGAL N/A_, ORDER NO. ____ OI`g5,ll __-- GO~I-r'UTER FILE= PB46P94 AGAD FILE= 019511 5GALE=._'"=?O' FILE NO.__ 5T-59U„~,__ onir r .r .. ~ !~`•'. .^ ~. CITY OF ATLANTIC BEACH, FLCJRIDA A~~O»d a- APPLICATION FOR ELECTRICAL. -l~ERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~ :_ 2 3 19~~ 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 SpECtFICATIONS. WHICH ARE A PART HEREOF. AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS CODES ANO CITY OF ATLANTIC 6EACH ORDINANCES. RES. l ) APT. I ) COMM. (~~ ADDITION 1 ) TRAILER ( 1 SERVICE: NEW m~-In~ urrna lava `f /n PUBLIC t 1 INDUS.1 1 NEW 1 ! OLO i ) REW. ( ) TEMP. GSIGNS 1 ) SO. FT. INCREASE 1 1 REPAIR 1 1 ewe ~ h t~ rnao~a t ~ ~fEE~ et uu t ~- l f '% ~ ~ ° SWITCH OR BREAKER AMPS PH W ~ VOLT L v A AY ~,^ = "`° EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIxE NO. SItE NO. 512E LitiHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•i0 AMPB. x/•100 AMPl. 3WITCHE3 INCANDESCENT FLUORESCENt 6 M. V. _ FIXED 0.100 AMP S. OVER APPLIANCES BELL TRANS F. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P, RATINO OTHER MOTORS AMPS CELL HEAT: KWHEAT MOTORS 0.1 H.P. VOLTAGE PHS NO. OVER 1 N.P. VOLTAGE PHS MISCELLANEO US ' TRANSFORMERS: UNDER 600 V. OVER 600 V. :~ NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR S12E SWITCH FIASHE _._._ EACH SIGN • FORWARDED S TOTAL FEES S~' ° v NAME ,. S ~ h o _3 .1- ~ ~ ~ ,,,, ADDRESS: ~~ % ~ A ~, ~ ~~ ~-.~cJ f _ RFO 80X 81D~3.81ZE BETWEEN: s~'r~rNL'I~ ~er ~ ~c4+~u ~~~g~~~ ~,~~~ 11 tsss Building and Zoning ~, . ~ ~P ';ti w. ~~' ~c~° a ~r TkE FLORrD.a '~OAR~ Jr f'~?`~t_'~'4 ~ (ARC ~~~`-,_t,_~:S_, 'Ur:~~'~F C7 ~?'~~?~i ii~!° ~ , !7; n A~l:++ fir. 'T; ... L..r' G ~,..- ^ . r ~ . -. _ "~; •. r k.4~ ., t tit" _ ~ S). a a ~ ~ - ; 1 ., ~ v `c^. r z C e•. n..:-`,, JAN 11 '96 16~Q1 H. A.DURDEN & ASSOC. -_~ P.1 MAC' SNOWING BOt1NDARY SURVEY OF: LOT F2, F7f+FANY BY THE SEA AS ftECCR0EOIN PLAT 13O0K 46, PAGES 94 AND 34A OF THE CU1tRENT PU8L1C RECORDS OF DWAL COUNTY, FLORIDA. i.+~ A~„iCl~ 1 KT_DF~A/AY 4D' rP G Ploi1 ~F~rvofe 9t~e~ ~Y _~..-r fw~ca 6.-r~,l, ~,,,,."""" .w -- yf.i,,,,pa~ .,, r..~-•--' ca s41 a ~ , I f~ '~' `J 4 CkW;fhfa ~ ~;,,,~ ~' 1LA ka~^ f ~,lo'xi ~ . ~~ w ~ t 3~ ~ ~ ~ vi V~ ~ Oa ~ .., Z ~~ 3 2 NoTFS; f~ rya ~ 1~~~~E / L9 t /3urrd Noil~JdO,y'xr ~ce.7~n} Yr ~ i `~ ~IJe~ !h6-./tr jzsl as'I ~ ~ ~ ~Q~ a e ~ ~ ~ o ~° ! y ~ ~ I ~ i ... . ~r~~~ 1 ~~ 199b "~~t~~~e~~ and Zonin 1 HEREBY CERTIFY T0: ~y do<ti-/.o~, vc. THAT THlS SURVEY MEETS THE MINIMUM 7FCHNtGII STANDARDS AS SE7 F'dRTH BY THC fLOR10A BOARD OF PROFESSIONAL LAND SURVEYdk'S, PURSUANT T4 SECnON 172.027 ROR/DA STAME'S AND CHAPTER 61Cl7-6 f'LORIDA AOMINISTRA7IVE CODE. ~~ °~ 8[AR/NGi ARE BASED PM TFiE WESTERLY RIGI/T-OF-WAY LMIE' OF ALIClA LANE AS BEfNG 3,09.3253'1;, 9Y PLAT, Np BLMLOMG REsTRJC790W LIME 8Y PUT. BtIT THFFE MAY OL R[STRJCTl01N Lq~fB OR EASEMENTS 7HA7 AFFft7 THl9 ~MtOPERTY OY ?OMgdB OR RECORDED W THE PUgUC RECORDI OF ThYS COfJWTY THAT ARS,NOT SFIOWN ON TTIIS SNRYEY. THIS PRGPER'TY Lti.S tN FLOOU 20wE " X " 8Y FL000 MAPS REViSfD 4//9~f9'9, CONSMUMITY PANfL No. ~tr~r_; ~/a ~i./~st/~e,~.ecmic ,~sd/.a)"iON~slo nN N~TioNaL csEOCa~ric vr~~-ic~a aa~~rn~r ~~ f ~;~ ~7 ~~,,ss //CITY OF ~t.d~ /5 b Office of Building Official REQUEST FOi~ iNSpECTION ~~ ~ / d / ~ ~ it No P `~ Date . - erm Time i / ~ / P.M. Received `i / Job Address Locality p Owner's ~ A ~ ~~ ~ Contractor C /~ l/ ~]/ ~ d ~l 1`'(~~!'~/~.S 1" ( ~ ~1 .. Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ ou ~ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Oul ^ Heating C1 Sewer ^ Fire Place ^ Insulation ^ Lintel CI Final Pre Fab Mon. Tues. Inspection Made Inspector READY FOR INSPECTION A.M. Wed. ~~.y~ Thurs. Friday P.M. A.M. Final Inspection ^ Certificate of Occupancy ^ Date ~~t;i-I'F OF Office of i3ui{ding Official F~EQUES T FOFi {NS{~ECTlON _ ~'~ (., J Permit No. _~ r b Dale -- --- -. -- Time (r ~ C A.M. Received _-_-- ~_~7_- P.M. V __ -- - Jeb Address Locality ~, r~ ~ / / ~ Owner's r Name - --~~!~-~-~r~""-`~= _ Contractor ~..~.f~-!Z _ !~"1~r1-~~_ f C~ -- ~ ._- BUILDIPdG CONCRETE ELECTRICAL _ MECHANICAL Framing - Footing C Rough Wiring ._ Rough ~~ Air Cond. & Re Roofing _ Slab _, Temp Pole '~:: Top Out C; Heating Insulatior, Lintel ~ Final C' Sewer I:I Fire Place Pre Fab READti' FOR -NSPECTION {~ A JJ~ Mon, Tues. Wed. Thw's. r M Friday __ P.M _ A.M. Inspection Made _ ^~~ `~r~'-S --- P'M' ~~_ ~ ~~ Fina! Inspection f inspNCtor_ __-__,____~_ ~~ Certificate of Occupancy LJ Dale G6-i ` 01= / Off'sce of l~uildinc~ Official REQUEST FOr~ iNSF~CCTIC)N Date_ _~ ~ v Permit No. / Time ~~ "~ - - Received _ ~ ___ P.M. Job Address Locality NOarner s- ~ ~ / _ _ _ Contractor -j~~ ~'~, _-_~ ~ J ~ r BUILDING CONCRETE ELECTRICA!_ PLUMBING t~iECHA AL. Framing ^ Footing ^ Rough Wiring ^ Rough -- Air Cond. ~ ~, Re Roofing ^ Slab ~ Temp Pole i_, Top UuI _: Heating Insulation ^ Lintel ^ Final ^ Sewer - Fire Place =_ Pre Fab READY INSP,rE~C/TI~ON Mon. Tues. Wed. ~ / r ~ Thurs. Frida A f~ y --- P.fvi. t~ ~ A.M. Inspection Made _ S R /- j ~__ _ P.M Final Ins ection ~-' inspoctor_ ~ _ '~ p !'j Certificate of Occupancy Date CITY OF Office of Buildiny Ofificia! RI_QEIEST FOR IN~PI=CTION Date _l T` I ~ _ Permit No. ~~- ^„ --- Received ~ ~ ~ ~ p ~ ' k 2 " ~_ Job Address ~, ./j (i~ ._~ality - c " Owner's am%"'l~ / J'~% `--~ ~ ~ ~%~ , ~' Name __ _ ~' Contractor ` _ ~~?>'~-~~ __ BUILDING ~ ONCRETE ' ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing __-.- ~ Rough Wiring i-; Rough ^ Air Cond. & C_ Re Rooting C Slab ^ Temp Pole ^ Top Out ^ Heating Insulation C Lintel D Final C Sewer ^ Fire Place !~ Pre Fab READY FOR INSPECTION .,,-_l~ Mon. Tues. 1Ned. A. ~ Thurs. rida > / I i _ ~ A. M. .~/ nspect on Made - pM. Inspector- ~~--~ ~ Final Inspection C QJ~ Certificate of Occupancy =: Date _ __ _ -. __ r CITY Or Office of Building Official ~` REQ€JEST FOR IN~PI=CTION ~ - ~-4 ~'" Date- _ Time ~ ~ ~ A.M Received ~ ~ f N o. ~~~~ ~ ~ ~Qf~~ Job A ess Locality ,n i ~ Owner's ~ / / ,( -( „z_ -~ _ Contractor ~ Jim ~ Name tw _ - BUILDING CONCRETE ELECTRICAL ( PLUMBING---~'` ~ MECHANICAL Framing C Footing ~"- Rough Wiring ^ ~~~hr-- ~ Fire FalbCe& ~L Re Roofing C Slab C Temp Pole C To Out ^ Heating Insulation ^ Lintel C Final ^ Sevaer pre READY FOR INSPECTIO ~Y°E~` ~~~ A.M 11 Mon. Wed. Thur Friday ~'n ~j ~l A.M. Inspection Made __- "` ~ ~ '~--~-- P.M. Final Inspection ^ Inspector-- - - Certificate of Occupancy ~! Date - CITY Office of Building Official R:Q~1E5T FOR INSPECTION a Date ____ V ~ / ~-_ ~ J _ Permil No. Time A.M Received ~__~-~.M° ~~ I~CJ~~/ Job Address /~(~ Owner's C~ ~~" ` ~lity / /~y /~ /~ ~ Name f _ \ Contractor ~ _~~ /[_ - -- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing I~~ Footing - Rough Wiring C Rough L_i Air Cond. & u Re Roofing ^ Slab _ Temp Pole C Top Out ^ Heating Insula' ^ Lintel _.. Final C Sewer ^ Fire Place /~ ~~~, READY FOR INSPECTION Pre Fab M.M. ~ n. Tue Wed. Thurs. ~ Friday _ F?NI- Inspection Made _____ _._ -P.M. ~,. '~-,Final Inspection CJ 'Inspect°r------ -- - Certificate of Occupancy Date - ____ _-__._ OF ~~ ~~' CITY OF ~~~ ,~~ Office of Building Official REQUEST FOR INSPECTION Date /~ ~-.~ .-- ~~ S Permit No. ~~~~~ - --- -- - - Time /<.~ ~/ A,M. Received _.__~•~~ P.M. v~~/ / ~/~ ~/-I- ~ ~ Job Address _ Locality Owner's Name _ _ __ Contractor ~f~L/ /~ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring CI Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out L7 Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ • _ Pre Fab READY FOR INSPECTION /~ .M. M T ~d~~ Cd Thurs Frida on. ues. y ~ r ~(`~ S ~ ` Inspection Made `~' P. In^pertor _______-__ _ _ Final Inspection ,'~l Certificate of Occupancy ^ Date _ - ~ J -9~ Time Received ~O ~~ Owner's Job I~G ~ CONCRETE Framing ~ Footing ~e Roofing ^ Slab Insuiation ^ Lintel Locality _ Contractor w ~- _ ~1CALr-~ LUMBING~ IJIEOiiANI~- CA ~ ^ Rough Wiring ~ Rough ^ Air ^ Temp Pole ^ Top Out ~C!T Heating ~__l Final ^ Sewer ^\ Fire Place ^ Pre Fab READY FOR INSPECTION A.M. N?ors. Tues. Wed. Thurs. riday _ ,~, A.M. Insuoction Made _ ~ ~ ~ P.M. Ir:;pe,aer-__-_ __-- _ ~ final Inspection _ //~ p~ '°° \\~~~~~C~`~~~ Certificate of Occupancy _; / j // t ~,~~,`L,~ J Date --- - -- 1~"`__~---_ ~ _ ~~l/i,~S~~~C ~~ ~~.~ 9 Date ` CITY OF ,Office of Building Official ~~ ~~ ~ ~ REQUEST FOR INSPECTION ~f O~~ ~ ~ fD /~/~ _ Permit No. _ /A CITY OF y4~~~e~r.~`ic ~eac~i - ~ Office of Building Official REQUEST FOR INSPECTION Date a ~ ~ ~ ~ ~ Permit No. ~~~a Time ` A.M. Received ~ r~ ~ o ~ ~ _ P.M. ~( / Job Address Loca lity Owner's - Name Contractor ~ iL~ ~ ~ ,~~ ILDING CONCRETE ELECTRICAL PLUMB ING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ , Re Roo' ^ Slab ^ Temp Pole ^ Top Out ^ Heating n anon ~ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ~_ Mon. Tues. Wed. Thurs. A.M. Friday 1 ~• A.M. Inspection Made r r~ P.M. Inspector ~ Final Inspection ^ Certificate of Occupancy ^ ~~,~1 s~t/,5~~` G T/ Gig off,, o~c. ~-~~ C.~' /{ ~ aj"i- ~ ..c.r CIT ~` EJP" ~~11 ~~'C~iicc of 13l!iEi?itic~ ±,1fic/i-°' ~1~Li I~I~wT FCi I~'~.4.~rt "~"~ Yt,,,S 61 Datu - ~~! ~_.___ Permit No. ___-------_----------____. TIC ,~ ------ A.N'. ~a c ivied ---- ----- --- - P.M. '~ Job Ad:jtgss i tocality 1 / n j EUILDINa' v CONCRETE ELCCTRltr~r _ - --_. __ ____-- PLU1'J1t3iNG MECHANICAL Framing _ Footina - oug i firing Rough Cl Air Gonci. & L! Re Roofing - Slab CC Temp Pole ~^ l'op Out ^ Heafing Insulation Lintel -', nal I Sewer ^ Fire Place I '. (~ ~ ~ ~~ Pre Fab - ,REA167~~F~ I~ iNSP~=7711UN 1 A.h4. Mon. 1 Tues. Wed. Thurs. Friday _ __-___ P Inspectior, Made ~_____~ /- _-_ l P.M. --------- -- '"se=ctor.---- -__.-- -- ~ ~' ~-_-- Finai Inspection C I _. - _----- - -Certificate of Occupancy I Q~ Date __-_-_ __ ._ _ ~~~ ~ ~ - ~ro 1'" ~ CiTY OF ~ 'I Offir~: of 13uElding Official REQUI=ST FOR INSPECTION / -~~~ Permit No. )ate -ime ~ ~ A.M. deceived __. ~G'g'9~~ Job Address / / / ` ~' ( dame ___ - ~ -- 3UILDING CONCRETE ...~ PL MBING MECHANICAL 'taming ^ Footing t-~ Rough Wiring [ _ Rough Cl Air Cond. & iJ to Rooting ^ Slab ^ Temp Pole ^ Top Out ^ Heating ^ Flre Place L ~sulation ^ Lintel Cl Flnal ~ Sewer Pre Fab READI` FOR INSPECTION Ion, Tues Wed. Thurs. Friday A ~PM~ ) rspection Made _ - P.M. _ _ Final Inspection spector-------- -- Certificate of Oc upancy Ci Uate ___ ~~-~ L j ~0 ~c.7~'i~ UQ ~~I Date Time Received ~~ ~~t, CITY OF nn /I~~ ~~~ ,,~~~ 1Q~~~rsZLfC ~~ - "}'~QZKL~ Off'c of B 'Id' Off' 1 I e ut f,ng roia REQUEST FOR INSPECTION ~Dl b~~ ~ -- !/- ~~ ion ~ rr~ Permit No. l~ ~ ~ ~_ Ann! ~~~ , ~~~/ d Job A frets / '~ Locality Owner's ( ' N Contrac - BUILDING CONCRETE ELECTRICAL LUMBING MECHANIC L mg ^ Footing ^ Rough Wiring ^ Roug ^ Air . & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION A M Mon. Tues. Wed. . . Thurs. ~ /f C~ / ~ A.M. Inspection Made 1 ~ , ' (.l ~ l P.M. _ fns ector n / 1 / f `'`''~~~ a1 inspectio nnCITY O//F ///1~~ .. AA ~~~ /SPQ~/Z- ~KKJrr~ Office of uild' g Official ~i7 ~ ~~ ~ ~_ REQUEST INSPECTIOf~ / / ~ d s ~ JJ Date '~ ~" ` Permit L Time A.M. Received P.M. f-~z.~.~:~ ~/ ~/~ ~~ ~ Job ddress ~ . Lohcality Owner's ~ ~ ,~~~~/fit- ~~i/~. /,//~ Name ~~ ~' Contractor 7 (p 7 ~P `_ __ a, l3UttD11SG-'~ CONCRETE LECTRICAL'' ~, PLUMBIN MECHANICAL _------ C. Framing ^ Footing ^ Rough Wirng ^ Rough Cl Air Cond. & [~ Re Roofing ^ Slab ^ Temp Pole ^ Top Out [:J Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ~ Mon. ~ Tues. Wed. Thurs. Friday P.M. ~-•-~ ~ ~ A.M. Inspection Made ~ ' P.M. Inspector Cam" Final Inspection ^ Certificate of Occupancy ^ 7 ~ ~~~ ~ Date - __ One ~toake -' ~~~e afac Y o f °Pe~ ? ~g=-Df ~~~5 ~4~i l3eacli - ~~s~~ Office of Building Official REQUEST FOR INSPECTION Date __. Permit Time A. _ .M. j c Received Job ress Localit ~cf ~ -7 Z~ Owner's ~ ~ __ Name ~ ' Contractor ~ ~ __ BUILDING CONCRETE ELECTRICAL T P4UMBING ~~ CYirA!_ Framing LJ Footing ^ Rough Wiring ^ Rough ^ Ait~orrd-'~~ ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ pre F lbce ^ READY FOR INSPECTION '_ Mon. Tues. Wed. ~~~-`--" Friday P.M. /~ ~ A.M. Inspection Made ` P.M. Final Inspection In ector Certificate-f O cup~ncy ^~ t ,-fig t~ Date !/ Z CITY OF Office of Building Official REQUEST FOR INSPECTION Date ~ ~=-r/ ~ Permit No. / Time , ~ // Received l (J~ -- - ` Job Address / Locality Owner's ~~~~ A/ Contractor ~/~~~~ Name sss~w BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab ~, READY FOR INSPECTION / A.M. Mon. Tues. Wed. Thurs. Friday P. A.M. Inspection Made _ °M• Inspector c. Final Inspe ion ^ Certificate of ncy Ci /~O G ~? ~j~~!%i..~~-'t._ Date