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Permit 1315 Jasmine Street ADDRESS BUILDING PERMIT NUMBER /SCJ/ 78 INSPECTIONS : FOOTING T`"9 ` UNDER SLAB PLUMB I itG SLAB 41-g- FRa.MING -9-98 COVER-UP �` 0/9 INSULATION `0 - / G FINAL BUILDING r o CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 16a2L) INSPECTIONS ROUGH Jy - FINAL MECHANICAL PERMIT # PLUMBING PERMIT # � o 9 NOTES : CITY OF 1*&atcc bead - 576ne� 800 SEJIINOLE ROAD _--- _--_-- -- -_ _ -_-_ - -_-- ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247--5805 NOTICE TO: Water Department FROM: Buil/lld�ing Department LATE• ��-� Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no lonoer needed: Permit Number Address , 1 l 7 /3 S yn.c Sincerely uilding Department 0tg of - Atlttntic Near# — Noribn Bevan ntnt of Nuffbing Inspation jThis Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification SimlaRamilY Bldg.Permit No. 16178 9 GroupW.x ?"_ a Type Construction 6f Fire District Atlantic Beach i Owner of Building Kevin Bennett Address 3429 George Street _ Tac sone ,.e E Building Address 1315 Jasmine Street Locatity Atlantic Beat2,�L�3 i By. DON C. FORD Building Offi ial Date: r " x POST`W,A CONSPICUOUS PLACE - c -11 UMALLtY NAbt UL UV/18/98 FRI 08;38 FAX 804 273 0.309 WATSON OSBORNE 0 001 +BAR SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 223, SECTION 'N" A7LANTIC BEACH, AS RECORDED IN PLAT HOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: SI•IARON WILSON AAbJES NOW LOANS STEWART TITLE OF JACKSONVILLE,INC. WATSON&OSBORNF.,F.A. LOT 4 SI a BLOCK 224 r S 0010'17' W 50.00' (PLAT) OQ7Q117* W. Raua 7/r WAN m 50.�j' MEASURED) o . rouwo 7/rca�o,t LOT 4 BLOCK 223 �o • O� 1.1' 0.0 �O LOT 3 $ B C7 LOi 5 BLOCK 223 1 ,1.1' 8 BLOCK 223 ONE STORY AFRAMC C3� ECS POSTED # 1315 X VEZ) It i FlNISNED FLOOR Z b N N ELEVATION +10.40' f b Fp 1 1998 12 n' Cit of Atla Z Bu (cling and iBeach 4 Zoning ,00.00'IY[AEIAK9) (AMD 1 AWN PP: Mawo 1/�'�ROIV PK -30) No+o�iiffwl1ne17 srA,rm 'cea,7eA 49.88 mr45URED) 9FAW" .OM u aer N 0070'17" E 60.00' (PUT) JASMINE STREET (90.W RN7Nr Of WAY) N LEGEND: R : RAMS —XIX- FENCE L . La01N CONCRETE Nits. REIASIONS 1.9EP/tl.NCS AIM BASED ON INE AS9UTAKD BEARINC OF_ N 900040 S ALONG TIRE 1ft$1LNLY BOUNDARY LINE OF SUDACT 9ARC4, 1 9V ORAF"C PLOIIINO C1kV THE CAP'AONEA LANDS UE M11MIN/L000 ZON�. AS SNOMM ON 1» -DATE DESCI11�190N NAIMAL I=9NSWANCE MAP OAXP AM 17,4969.COMMUmA NU ANEL nmt n 3.RW 9URVEV REFU�4Y AL�LA�roA I9 4 I9MR5 OF MAY AS PIER RECORDED PIAT&�//OR T1TIS OOMNIIMENT W SUPPUFA.MESS 01141%rtsE STATED,NO OTNER AAE VERIFICAAON HAS BEEN PSRFOR140 PY THE ON LO 4. 7HA SURVEY NOT VAUD N17HOUT THE EMOOSSEO SEAL W ME OYRAFYINC SURVEYOR. JOB # 3414 DATE 9FLD SURVEY. 09-11-M DISK # ZIP?1 --fiCAlE; 1' - 21 CERTIFICATE - 1pleWes PNNNt.Sett.1 I / VY THAT 1NR•SUPRr I ��p(y�- MY RE90NA"OKA" Awido 32204 Alb Y81! MIM144"1�e.CK E1NbAA0 11 Y7Faft 0t Tm KMIDA 904-354-1147Fox) 904-354-1255 4MU"W% f 8702 RECISMAEO SLAwwR NSD M f /4479 S7AYE OF FLORIDA I &Nn czi ipvcvc n evuj ml it—nnN ov inxecvc nitt is 1niminkm UJI 10/1 Z:)o tit;3d yb424bb495 OMALLE`! rH�ac ui Watson Realty Redtm 1117 Atlantic Bouleiard FAX Neptune Neptune Beach?FL 32266 ......... ..... ........ :...... :.. . . .. C� Maureen O'Malley .......... ate.D :...:: .../g/7S ......................... .... ...... . ....... Number of Pte: -I4Y0 Phone: (904) 2414141 >i / Fax: (901) 2".6495 Fss: � 1 BUILDING, PLA NNING AND ZONING INSPECTION DEPARTHENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUP.4iVCY WORKSHEET Date Requested: 9-- 9 - c/ p Building Contractor: � �� ti� Building Permit Number: 1101 7� Address : Legal 0escriction: Improvements tc the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE N TIFIED DATE APPROVED BY Fire Public Works 4-`ld �� f 0 -1 a Planning Building j� -�_y c7 - f _ FLOODPLAIN DEVELOPMENT INFORyMATION Location::-6-67--C/ Type of Development: z t";7— Flood t rc;7-Flood Zone: Required Lowest Floor Elevation: ) () , S-0 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMM ENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date_1 ( —2-a -9'"7 Applicant's Signature - `"t Department Use: Required Lowest Floor Elevation • S�� As Built Lowest Floor Elevation_ Survey Filed with Building Department 05-, (L Building Department epresentati CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be reg&ived by 5 P.M. on the MQNDAY prior to the schQc <+e-d meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1`Cvi.'�../ \ 1� "•` rT �r 372 APPLICANT NAME ADDRESS TELEPHONE 2. Rax-k 7i ff(f-- " -��-0) a4 rz- !E� ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: k)E- 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a °X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "( ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESS. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: �A) fl-zo APPLICANTS SIGNATURE DATE WNERS SIGNATURE DATE APPROVED TREE CONSERVATION BOARD CHAIRMAN DATE GATE PRE-SERVICE L' IVISION JACKSONVILLE ELECTRIC AUTHORIT`i 33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION ( S) HAVE BEEN MAGE. AND ARE SATISFACTORY : I=� _ff_ ----------- ----------------------------- I 6 ---------- ----------------------I6 341 .-8 a_L:�Le-v-o-r-d---------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, 1 ` C . "" BUILDING INSP CTION DIVISION cc : FILE VED� � I?ESC�PTZON RECEI Lot #�, Block # 23, Section # 1 1 1997 Subdivision: 4L4_jc(3Tng � fAtlantic Beach Street Name • S byl�ti and ZOnWOUTTION OF WORK or Address: (If in a FLOOD HAZARD Flood Zone: area complete page. 3) Brief Description /JC(A J jZ F4 jv1 Class.. of Work: Nec-/ Remodel/Addition: '�Z ZONINLs INS rFJ22T= Type of Construction: 110 E ZoningProposed District: 5 'Z Use: S .r � Estimated Value $ 6.no , a — Exceptions or V lances Materials: LJC)()C_\ (_-Aloha, Granted: Solid or Filled Ground.- S Ck_;r-Q Roof.- 3--(A 6 >4'Tk)GL E_ Method of Heating: 0WIMz 019 Property Owner: KE" Phone: 44 0-114 Marling Address 2. Zip: _V 2"7-7 COMRACTCA I VENATION Contractor:O gA C�v� � _9V3 0176- Mailin% Add ress: 4Z9 A-Lb ?�L zip.- 22.71'7 ExpiSTATE. LICENSE NO. Date; I HEREBY CELRTIFY THAT' I HAVE READ' AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF TETE LAWS- AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OA NOT. THE. GRANTING- OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATEORLOCAL RULES, REGULATMONS,_ ORDINANCES;. OK r"S IN ANY MANNER, INCLUDING- THE GOVERNING- '.OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION" OF THE PROPERTY.. T UNDERSTAND THAT' THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Contractor Signature `' _ E ` ` zo SWORN 0 AND SUBSCRIBED" BEFORE. ME BY_ cKe y 1 N �Q,n n TIiI$ ._� Y OF ol/A.m ht,-- , 1991. 'T NO PUBLIC a s TRANSMITTAL' DOCUMENT FOR JEA DATE : & -7 -y The following permits have passed "rough" inspection: Permit No. Address 1 By es{:ase--Ic.,C=lc_�:b,� :aop es:cc:f-:.dahex:pe��aiat,-x. Please update vour records accordingly. an ou, .,,_ BU LDING C ERK CITY OF ATLANTIC BEACH /vcb t ay eo ry ponvrm saw N." In acCOrcance With the attactLed plans and specifications which are a port hereof and in accordance with the it of Jacksonville orainence: and :!�rdord: of goad pract.'ce listed therein. Nasse of V Mechanical R x� Contractors Caabacto► (Prinf) ' Master Nape of e ►ra►arty Owner V� �.IC.'/1 ,, �� a rjCj Sipature of Owner Signed?* of er Authorised Agent Architect or Engineer III. GENERAL INFORMATION A. Type of beefing tvel: B. IS OTHER CONSTRUCTION REIN DONE 011 Electric THIS BUILDING OR SITE? �� S Q tau—❑ LP ❑ Natural ❑ Central Ufility IF YES, GIVE NU{�A�R OF CONSTRUCTION Q OS PERMIT ii dd Q Other — Specify IV. k*CMANK:AL IQUIFMINT TO 1t INSTALLED NATURE OF WORK (Provide complete list of compononts on Sack of this form) ./2 Residential or ❑ Commercial AMost ❑ Space ❑ Recessed O Gnthl O p4or 0211,New Building ,,®'"Air Conditioning: ❑ Room Q Confral ❑ Existing Building ) Doct System: Material 1� Thick� ❑ Replacement of existing system MLd53 aaimum capacity_1 .L0 a f.m. New Installation(No system previously Installed) 0 Refri"mtion 0 Extension or add-on to existing system ❑ Other — Specify Q Cooling /ever: Capacity g,p.rm. (3 Ra sprinklers: Number of hese O E{wrstor ❑ Manlih ❑ Escalator (nsmbe,) THIS SMCt POR ORtCt flit ONLY 0 Gasoline pumps (number) �ReMired) Q Tanks_ (number) Remarks Q L%contsiMK (number) Q Wired prnsure Vee w Q Bailers Permit Approved by pea` Other, — Specify ,r IcLCt Permit - '�� O 1J9r ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT CAPSCItY Number Vatter DeaorEFtlon Model Number Manutaaturor (TomY A� _© r71 r IMATiNG • FURNACES, BOILERS, FIREPLACES Number Valu beacrlptton ttoasl Number lcwm laetlsrer FA4A#JV050 eft 0-f:f r re aC TANKS Serial Ap g 3kw)nary Nestled Capacity Type Lana Nme at and D&AWASI IM ooatalned maa»taattaee No. 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. .1 E�CTRKAI. � ► �� 2if/ • ELECTRICAL FIRM: MASTER ELEGTfUCIAN SIGNAlYRE JOURNEYMAN NAME.,wI�.. �N ADDRESS: �'3� ►N j=; RFD BOX BLDG.SIZE BETWEEN: RES:(✓) APT.I 1 COMM,( I PUBLIC,( ) INDUS.( ) NEW(✓) OLD ( 1 REW. ( ) ADDITION( ) TRAILER ( 1 TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW(✓) INCREASE( 1 REPAIR ( 1 FEE Ci0 CONDUCTOR SIZE z1 AMPS COPPER ALUM, `✓ MMTCH OR BRE ER } AMPS PH ILA IN VOLT Z11z` AY EXIST.SERV.SIZE AMPS PN I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE . LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL O.DO AMPS. 31.100 /.MPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS, OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT �.� 0'!E IE MOTORS H.P. VOLTAGE PHS NO, III.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. ` N0. KVA NO. KVA NO. TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED 00 TOTAL FEES 1 .PSA-3844 16209: DEPART MEW OF BUILDING �'CITY OF ATLANTIC BEACH PERM I T INFORMATION ,------ LOCATIObi INFORMATION , ,!-­ Permit dumber. 16209 Addres$: JASMINE ' STREET; Perrihat 'Ty e.FLtTM13INC ATLAN'TIC'BEACA. FLORIDA 32233 "lass of Work.NEW _.------- LEGAL DESCRIPTIOIV - -- Constr . Typie.WOOD FRAME �B3s k. 223 Lot :4 �TwP; p P`roposed''tia�*..SINGLE FAMILY ' Seet:1on'•. iSubd- Rnq: � Dwrel l'ings i 0 Subdivasxow SECTION H j Eat } Value. 0.00 J Improv . Cost', 0.Q1) I Total Fee�,s.� 53.r 50 cunt �Fas A ° 53. W j �. I ON , APPLI ATION FOES __ _ aia,rre P IT 53. + Addz; 34X" � ' AD, � �L s I ? Y '� 4' t�RI �A 3227 � ,ox x ,*J1 a x Mrl9. . J d w C A ORMAT I O0, - Nall .I9.; >. VA 01#X & "SONS PLYING _ I JACKSOIVr , FL: 322I 6 Lire E" 'FO3R7f Exp►. ! / } T 7a , a NOTES: 1 C l NOTICE-INSPECTION$ MUST BE REQUESTED AT LEAST 24 FOURS PRIOR TO INSPECTION I 1 i 1 BUILDING MATS IAL RUBBISH AND DEBRIS FR®M THIS WORK M$T NOT BE PLACER IN PUBLIC SPACE AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR 0R OWNER x i 1 `FAILURE To COMP Y WITH -THE `MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY C?WNER'PAYING TWICE FOR BUILDING IMPR0�EIIIIENTS." i ISSUED ACCORDING TO APPROVED PLANS WINCH ARE PART OF THIS PERMIT AND SUBJECT TO R> VOCATiON FOR VIOLATION OF'APPLICABLE PROVISIONS pF LAW. r I I .v' ATLANTIC RACH BUILDING DEP RTMENT ISII lips° CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 131�1 ju� OWNER OF PROPERTY: BUILDING CONTRACTOR: Zewe n PLUMBING CONTRACTOR JL) YO' 140 AND ADDRESS: li�wa;;0 lv TELEPHONE NUMBER: t� f 09`33 STATE LICENSE NO: C O 3 TYPE OF BUILDING: p TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED 1 SINKS SHOWERS LAVATORY f WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS -----WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER 14L5e k3l h TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- 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 BEFORE COVERING UP - (904) 247-5834 'P3R-3844 �l DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH _- PERMIT INFORMATION -------- LOCATION ,INFORMATION' ermit Number: .617,3 Address i 1314 JASMINE ST BEET Permit Type:BUILfINO ATLANTIC BEACH . FLOR1,DA 32233 Class of Work:NEW --------- LIMAL DESCRIPTION Constr. fi ype�:WOOD FRAME: E l ock,:2 3 Lot,* 4, Twp Proposed Use-,'SINGLE FAMILY Section: 0 Subd,- Rn.g: 0 , Dwellings: 0 Subdivision' SECTION H j Est. VaIue: 0 .00' 1 Improv. Cost: 71'.152.00 Total Feee s : 3 474.0 Amount :I?�i a : 47 4 w 8' ' to P 15! 998 , Wtatt �� HOME PER FLANS - HSP 1488 F " I1Ft - APPLICATION FEES f �, � I 585 . 40 gi,,OAD 14 WATER IMPACT FEE , 430 00 i yy,, LL ORIA. 3221 ,259 00 ,' #t :l' Pr �� ��' ,t' ," ,fir ;,... RADON, �oR w 4✓G� OR� MATI0 - ------ j RADON CAS 5% 0w. 37f Name KED W , ERI T sI CAPITAL 'IMPROVER 325.00 Add ."� . 3x42 ,., �� � ItOAE?. .'�. .. SEWER TAP.. . JACYSOI??���1~ , FLORIDA 32277 -f: CROSS CONNECTION 35 .00 Li o: U 3 3 fi'ar ay Exp* SES" H IMPAC '7 FEE , 7$0 .00 , T 1 ;a' CONN. SURCHARGE a , C" ti+f$rs`;r , 34fix.�w,dW '. 74 J NOTES: { t �i t d i j NOTICE-INSPECTIONS MUST BE REOUESTED AT LEAST 241 HOgRS PRIOR TO INSPECTION i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED�UP'AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 `FAILURE TOL COMPLY WITH THE MECHANICS'' LIEN LAIN CAN RESULT 1N THE .PROPERTY OWNER PAYING TWICE FOR BUIL�IN�aMhRCJVEMENTS ". ISSUED ACCORDING.TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR It k A,T ION OF:APPLIGABLE PROVISIONS OF LAW. O rat2�� CKRYLE i 1 Receipt: I�43967 Totall+ayl�ant ATLANTf BEACH BUILDIN DEPARTMENT By: ;. fE 1 I r 'N - ST ET � _ I - — — - — — - — — - — - — ~V — - — i r?'` — —�n-_— - — — — — , - — — — - } . I I N ° X17' 29. Ln I I N I Q I I I ! Chi l I f i Ln rn I y 1 I ! J R1 I C �L� �T l 'I I I -- --------- --- CITY OF ATLANTIC ATLANTIC BEACH PERMIT CALCULATION SHEET Address � c.I 3 A.& (--k 10 e% Date /,2 . 3 / - 2 71 Heated Square Footage / / @ S ,D O per scr =t = S C� Z Garage/Shed per sqt Carport, Porch @ S � � per sq Zt Deco G @ S per sq ft = S � Patio j % `f LS sa r �- t = t 7E) TOTAL V ALU hT 101", Z- I , 3-2- 2 Co 6 .00 To 1 Valuation 1st ; $ S C } � 0 Z — S j 20 .c,;6 RemairYina Value bOper thousand o'� nortion thereof TOTAL BUILDING FEE S �' U + 1/I Filing Fee ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S q-- Yr 0 WATER IMPACT FEE L . o a SEWER IMPACT FEE S i 2-S'o • 0 WATER METER/TAP CAPITAL IMPROVEMENT SEWER. TAP -o RADON (HRS ) . 0050 SECTION H PAVING ( S'O HYDRAULIC SHARES S e CROSS CONNECTION $ (/YF,? SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE S .3 LYr e ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Ej ectric/New Electric/Temp ; SwimminaPool peptic Tank WellSign Finish Floor Elevation Survey ; Other CALCULATIONS and,/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DF-HAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE ZS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE _SINK TRAP STAND WATER CLOSET. LAVATORY i BATH (8) TUB OR SHOWER STALL (6) ! '-2-- WATER CLOSET HATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) j COMBINATION SINK AND TRAY (3) _Z_WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) �" WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _t BIDET URINAL STALL, WASHOUT (4) FLUSHING M SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) -URINAL. PEDESTAL, SYPHON JET 4DRINKING FOUNTAIN (1/2) BLOWOUT (2) S/ LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) __T�JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS / r J Q 0 1 s20.00 EACH $ L JOB INFORMATION T sem • .... � � � ,� Ff ` b � N b ' z /!1, So•ao, /G , 4 ,� ISL' 5-•i JN, Co.vC', i3.Y Z , At lif, RECEIVED DEC 1 1 1991 City of Atlantic Beach Building and Zoning .MAP SHOWING b,LJNUAHI vI- LOT BLOCK AS SHU- WN ON MAP OF . .. _ te�r--,,;; _......_...� _ _....,._ .___ . AT POSLIQ PFOORF.)" Q)- DUVAL 0(- , FI.A. ASRiCOROED (NPLAI- OOOK .....a,,- TA678"". FTHECUPIRr FOR, RECEIVED DEC 1 1 1997 City of Atlantic Beach 4 0 G k e 2Buflding and Zoning z 4o r 64 .4 -� &M SMI)Ve s r*Q ee r i P 114A14 c l Al r.u,I it I',( Fell\I/ Bk: 8799 Pg: 376 Doc# 97277186 Filed & Recorded .5 ` F 12/11/47 1102:23:02 P.M. rJu/�._ 7 v H, t.a...l I»OYILIC4Tl) HENRY W. COOP. I ! 1 f / CLERK CIRCUIT COURT DUVAL COUNTY, FL yQ To whom It may concern, REC. $ 6.00 The undMigned hereby informs you that Improvements will be made to ctrtaln cc.i property, and In accordance with section 717.13 of the Florida Statutes, Uia follo•+-ln( U"ormallon L slated to this NOTICE Or COMMENCUIENT. IM C c�TC_.e)c�� Ducrgptlon o1 property n..__ ION Al I Central description of improvements --- --------------------- ------------------------------------------- .Y ------------ -------------------- - ---------------•----------------------------------------------------- 71 Owni r--•- (Nr --------------------------------------------------- Address Rill __ rt©!CLrt�_ -- -E- =--- ----------------------------- Owner`*forest in alta of the improvement L`__�_.._ L'LL1Cz', roe Simple Title holder (11 other than owner) ........—---------------------------------------------------- Name .__------------ ------------------- --------_-...----------------------------------------------- Address --- -_—.. -- ---•----uvv�-- ------------------- - /�G -- �( � l�rw: --- s Contraelor'n?:_L Yl l_ ____ 1 (YILiQI .L i:kSZ4:_`.z ��r-t _- JGS} .1 - -------- -----=--f--------------- -n------------ Surely (it any) _--_»------ - --------------------------------------------------------------- Address .__--_—_ _.--..............................................Amount of bond t.___----_----- Name sad address of any poison making s loan for ilia eonstructlon of the lmpcovcmcnts• Name _-----— ------------- -----^---------'-^-----\------------------------------�.---- Address---------------------------------=--- ------• -------- -..:-------- - - _ - Nune of person within the State of Flodda, other thin himself, dcsignatcd by owner uixm wham notices of other dco9numi may 6 screeds ' Name -----------------—-------------------- ------------------------------------ Address ______—_—.--------------- - ------------------------- --------------------- In sddilion to himsell, owner designates the following person to receive a copy of Uie Licnor's Notla u provided In Stenon 717.01 (3) (bl, Florida Statutes. (rill In at Owner's option). wNuns -------- ---------'-------------------------------------------------------------- Address ---------- ------------------------ -------- ------ ---- THIa N'AC9 Pox 119con0[n'e use ONI.y Sworn to and subscribed before me Usls "� � day of \3 M .. .. i~. 4LI-U I'up-IC - 91-187 N r TRUSS SPECIFICATIONS FOR 1488 RAFcAFIVED 961885- -QUALITY REMODELING & FRAMIMG TRUE TRUSS INC. DEC 1 1 1997Cit y of Atlantic Beac The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index Building ar1C1 Zo h sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and g Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design DRAWING NUMBER DATE TXUSR732 97069009 03-10-97 TXUSR732 97069010 03-10-97 TXUSR732 97069011 03-10-97 TXUSR732 97069012 03-10-97 TXUSR732 97069013 03-10-97 TXUSR732 97069014 03-10-97 TXUSR732 97069015 03-10-97 TXUSR732 97069016 03-10-97 TXUSR732 97069017 03-10-97 TXUSR732 97069018 03-10-97 TXUSR732 97069019 03-10-97 TXUSR732 9706_9020 03-10-97 TXUSR732 97069021 03-10-97 TXUSR732 97069022 03-10-97 TXUSR732 97069023 03-10-97 , Tl <tv MAR 1 �, 3d_Bt TRUE TRUSS, TN(f . )310E; 10411 Alta Urive Jac-<sonv l l le, Florida 32225 ACA0D _LfJG (904) 157-7500 Fax: (904! 757-7336 Ue 1 V� 0: DE- LIVERY T I K ,_ T P CTURE (QTY "'PAN 'C r F I H AVE GF i DE',_.: VERY PACKET 1 CON CAINS E�,, y( �t T;' JN AND `FETv 4I J ORDER i_',1A0E0 BY: ORDER DECKED BY: DELIVEP� D BY: _ — — — 1A T E -- —-- LEFT PLANT: ARRIVED SITE: FFT `� VE'�) PL '�dl NOTE PR!)BLEMS OR CHANGES IN ABOVE E: ACCEPTED BY: _ ---__-- —_— _ )ATF: -- DELIVERY NOTE `:= RAGE 2 9ulU85-QUALITY REMODELING & FRAMING 1488 T4 32' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2X4 SP 12 N UPLIFT (LB) : 630 630 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSE (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5(R) 111 C2X4III C5X5 (R) N/ CH4,'t, C2X40 6 r 6 C5X8- C3X6(A1) - C3X4- C3X4= C3X6(A1) - L2-0-OJ 4-9-4 4-2-12_ 7-0-0 7-0-0 4-2-12 _ 4 9 4 9-0-0 7-0-0 7-0-0 9-0-0 (� 9-0-0 I 14-0-0 _I_ 9-0-0 32-0-0 Over 2 Supports--- R=1296 upports --R=1296 W=3.5" U=630 R=1296 W=3.5" U–f:3n PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL 1 1 E 5: Ylll - Scale =. 2 O —WARNING" 1%SIALLA"ONIA%DIBRACING)`IP BLISHC019Y iP1lSI(TRUSSON AND PIATE TC LL 20. 0 PSF REF R732-i357P0 )NST)TOTE, SB3 D'ONOFIO DR., SUITE 200, MADISON, WI 57119), FOR SAFETY PRACTICCS PRIOR TO TC DL 7 . 0 0 P S F _D ATE 03/10 It 0/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT•• FURNISH A COPY Of THIS DESIGN 10 THC INSTALLATION CONIAACTOR, ALPINE ENGINEERED BC DL 10. 0 P SF D R W T)(U S R 1 3 2 9 70 G 90 i o FZ�TR�USS Lo PROOUCTS, INC. SHALL NOI BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC LL 0. 0 P S F TX-ENG AF/CWC BUILD THE TRUSSES IN CONFORMANCE W11% TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR BRACING Of TRUSSES. PHIS DESIGN COMF ORMS WITH APPLICABLE PROYI SIGNS OF RDS (NATIONAL DESIGN T0T. LD. 37.0 PSF SE0N - 30709 SPECIFiCATIOMPUBLISHED BY THE AMEA ICAN FORST ANO PAP(R ASSOCIATION) AMD EPI. ALPlNC CONNECTORS ARE MADE OF jOGA ASTM A653 GR]1 GAIY. STEEL, EACfPI AS NOTED. APPLY CONNECTORS IO D U R. FAC . 1 . 25 FROM S D S EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON (HIS DESIGN, POSITION CONNECTORS PE0. O OFAIKEOR WI GTRUSS of RE,II HEAI AND SHALLNNOTEBE RELIEO UPONMIN ANYWOTHERPWAY(S ONLY TO TN[ OCSIGN SPACING 2 4 0" P 961885-QUALITY REMODELING & FRAMING 14Q8 T3 32' $te down fii Tiiis DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N ° PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 630 630 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND, ]5,00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. CEDING OR CONTINUOUS' LATERAL BRACING AT 24' 0/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS TO B":E USED WITA DRYWALL Oi� OTHER FLEXIBLE CEILING ONLY. DO NOT USE WITH PLASTER CEILING. C5X5% 03X4= C5X5� C2X4, C2X4iel 6 t— --I 6 C5 X8 C5X8= C3X6(Al) E=- C3X6(Al L<2-0-OJ L<-2-0-0>.1 fE 5-9-4 t_ 5-r 1z 5-0-0 5-0-0 5-2-12 5-9-4 11 -0-0 10-0-0 11-0-0 L— 11-0-0 _� 10-0-0 i 11 -0-0 (E - 32-0-0 Over 2 Supports R=1296 W=3.5' U=630 R=1?96 W=3 .`i' U=630 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/1/1/ -/E/-/- Scale 'WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND T C L L L}{�V (�V P S F R E F- R732- -36781 BRACING. RCFER TO NIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE lJ INStt TU TE. 583 O'ONOF10 OR., SUITE 200. MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7 0 P S F DATE O 3/l O J 9 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED (--1 � r---, SIR UCIURAL PAMEI S, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID Cm.INC. F� E� `- L--�J L�J "IMPORTANE•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW IXUSR732 97069011 c� ALP INS o PRODUCTS. (NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 P S F TX -ENG A F/G W H 1 BUIlO THE TRUSSES IN CONFORMANCE WiTx TPI: OR FABR ICA 11 MG, HANDLING. SHIPPING. INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 37 .0 P S F S E 014 - 3 0 7 1 4 TRUSS C04NEC TORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC . 1. 25 F R 0 M S D S F� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTONS PER `--' OFATHEGTNUSS DEPICTED NFRfAANO SNAIINNOTTB[ RELIED DPDpN1N DANTWOMNCpPNAYES ONLT TO THE OC SIGN SPACING 2 4.0" 961885-QUALITY REMODELING & FRAMING 1488 - T1 32' Ste down Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 620 620 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" O/C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5-- C5X5� C5X5ie, C5X5� 6 r —1 6 (A) (A) C2X4 ul C5X8= C5X5= C2X4III C3X6(A1) a C3X6(Al)�-- L-C-2-0- L2-0 0f __7-11-5 >1 7-0-11 --�,j2-0-0>-�----7-0-11 E 7-11-5 — (� 15-0-0 12 0 0 I 15-0-0 I 32-0-0 Over 2 Supports R=1296 W=3.5" U=620 R=1296 W=3.5' U=620 PLT TYP. Clary V2 Design Criteria: TPI 17. 3u6 FL/1/1/-IE/-/- Scale =. 25" Ft. •"StARKIHG'^ IRUSSCS ACQUIRE I11REMC CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLAIION AND T C L L 2 O.0 P S F R E F - R732- -36783 L_J DRACING. REFER TO RIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE HO 10 DR.. SUITE 200. ON. WI IOR TO PERFORMING THESE FOUNCT ONS. UNLESS OTHERWISE INDICATED.SS INDICATED. TOPCHORDASHALLTNAVEAPR PERLYCTICES RATTTACHED pT C DL 7.0 P S F DATE 03/10/97 O SIRUCIURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. B C D L 10.0 P S F D R W T X U S R 1 3 2 970690 3 •'IMPORTANT'• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFFRCD PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOR ANY O(VIATION FROM THIS DESIGN; ANY fA1LURF TO p O PRODUCTS. THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR B C LL 0.0 P S F TX-ENG AF/CWC BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS P NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINECONNTOT.LD. 37 .0 PSF SEO N' 30718 EACHEFACESOFRtoUSSE ANDOf rOGk UNLFSSIM A651 OTHERWIS(,tDCATEO ONFTHISIXCEPT AS DESIGN. POSITfON CONNECTORS. APPLY (PIRRS LO D U R.FAC. 1 .=25 F R 0 M SIDS Oft OF AIMETICS TRUSS DEP/LIED HEREAAND SMALLNNOTEOf RELI(O UPONTHIS IN ANYDRAWING OTHERPWAYIS ONLY 10 THE OTSIGM SPACING 24 .0 " , a 961885-QUALITY REMODELING & FRAMING 1488 - T9 32' Ste down ti THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 620 620 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD Of 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . PROVIDE FOR HORIZONTAL MOVEMENT OF 1/4" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 1/4' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. RECOMMENDED CAMBER 1/2' AT MIDSPAN BETWEEN BEARINGS. 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. C5X8o C5X8� C 5 X 5 C5X5� 6 t-- —1 6 C2X4- C5X12= UMEa C5X5= 3 C5X5- C3X8(Al) C3X8(A1) Lc-2-D-ONJ Lr2-D-DTJ 5-6-10 4-8 1 4-8-11 2-0-0 4-8-1 4-811 5-6-10 7-10- 15 8-1 -1 8-1-1 7-10-15 15-0-0 2 ° ° 15-0-0 16-0-0 16-0-0 32-0-0 Over 2 Supports R=1296 W=3.5' U=620 R=1296 W=3.5' U=620 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/ -/- Scale =.25" Ft. ••YIARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLATION AND TC LL 20.0 P S F R E F R732-367 8 5 BRACNG. R(f ER TO H{8 91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTTUTS, SB] D'ONOFIO OR., SUITE 200, MADISON, WI S3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAtI. HALF PROPERLY ATTACHED TT C D L 7 .0 P S F D ATE 03/10/97 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 1D.D PSF DRW TzusR732 97069015 -IMPORTANT- FURNISH A COPY OF IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT OC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L .D P S F T X-ENG AF/CW o ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLATION 0A BRACING OF TR USSC S. THIS OESiGN CONE ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 3 7.0 P S F S E O N -C 30729 TRU S S EACH FACE T MAD, OF 2OGAUNL UNLESS OTHERWISE GR]7 GALT. STEEL. EXCEPT SIG AS NOTED. CONNECTORS CONNECTORS TO OUR. FAC. 1. 2 5 FROM, S D S CAIN FACE OF TRUSS, AND UNLESS OIN[RYISC LOCATED ON THIS DESIGN. POSITION CONN[CTORS PER O OF DRAW,THEGTRUSS DEPICTED MERE RAND SHALL N NOTE BE RELIED UPONHIN ANYWOTHER APPLIES ONLY TO THE DESIGN SPACING 24.0" 1 T 961885-OUALITY REMODELING & FRAMING 1488 - T8 32' Common THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 70P CHORD 2x4 SP ¢2 H PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 740 550 WEBS 2x4 SP #3 :Wl 2x4 SP #2 N: BRG.LOC (FT): 4.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O/C. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT� THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL C5X5= MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C5X5*k C5X50 6 r— -1 6 C5X8= C2X4; C3X80 i 3 W C6X6;;r. 3 C3X4¢ C5X5-- C3X4(A1) = C3X8(Al) C2X4111 1F2-o-0-IE 4-0-0 1 1<2-0-0X.1 4-1-12 6-0-0 5-10-4 5-0-11 5-0-11 5-10-10 4-3-8 5-10-4 5-10-4 7-7-1 B-4-15 16-0-0 16-0-0 4-3-8 11 -8-8 16-0-0 32-0-0 Over 2 Supports R=1477 W=3,5' U=740 R=1114 W=3.5' U=550 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/1/1/ -/E/-/ - Scale O O LJ O *;WARMING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLATION AND TC L 1_ 20.0 P S F R E F 8 7 3 2- -3 6 7 8 7 BRACING. REFER TO HIO-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATO INSTITUTE, SB7 D'ONOf 10 DR., SUITE 100. MADISON, VI 57719), FOR SAFETY PRACTICES P0.TOR TO PERFORMING YIT , FUNCTIONS. UNLESS OTNERYISE INDICATED, TOP CN00.0 'HALL NA YE PROPERLY ATTACHED OTC DL 7.0 P S F DATE 03/10/97 QSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL lO O PSF DRW TXUSR732 97069017 ••IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BC RESPONSIBLE FOR ANT DEVIATION FROM THIS OESIGN; ANY FAILURE TO p//� o ALPINE BUILD THE TRUSSES IN CONFORMANCE VITH iPl; OR FABRICATING, HANDLING. SNIPPING, INSTALLATION OR B L L 1 O.O P S F T X E N G A F J G W H BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D. 37.0 P S F S E O N - 30724 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TI--R�U�S Sl CONNECTORS All MADE Of TOGA ASTM A657 CR71 GALY. STEEI, EXCEPT AS NOTED. APPLY CONNECTORS TO C� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R.FAC. 1 .25 FR0M SDS S OF A THE TRUSS DEPICTED HEREAAND SHALL X110 BE RELIED UPONHIN ANY OTHER PWAYFS ONLY TO THE DCSIGN SPACING 24.0 • 961885-QUALITY REMODELING & FRAMING 1488 - 9'10'13 "ip Jack Girder THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ' TOP CHORD 2X4 SP ¢2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 450 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). SPECIAL CONNECTION/HANGER BY OTHERS FOR REACTION SHOWN. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O/C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 THII TRUSS I5 DESIGNED TO BEAR AT SPECIFIC LOCATIONS. SETBACK. CORNER JACKS HAVE NO WEBS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C2X4 III R=329 W=1.5" U=200 C2X4f 4.24 f-- 3-10-3 0-4-3 C3X41= R=165 W=1.5" U=200 C2 4 A1) L- -2-9- 15 �� 9-11-9 i_ 5-3-11 J_ 4-3-5 0-3-12 �--- 9-10-13 Over 3 Supports --� R=435 W=4.95" U=450 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/111/-/E/-/- Scale =.375" Ft. O O Q ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLATION AND - .R AC REFER TO N18-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY IPI (TRUSS PLATE TCT C ILL 2 0.0 PSF REF" R732- -36789 O O INSTITUTE. 583 O'ONOF10 DR_ SUITE 200. MADISON. WE 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORO SMALL NAPE PROPERLY ATTACHED BC C OL 7 .0 P S F DATE 03/10/97 O Q STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. LAC DL 10.0 PSF ORW TXUSR732 97069019 ••IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO IN( INSTALLATION CONTRACTOR. ALPINE ENGINEERED �l0!�TRUS�S LPINo PRODUCTS. INC. SNAIL NOT BE R[SPONSIBLE FOR ANY Of FROM THIS DESIGN; ANY FAILURE TO BtlllO THE TRUSS IN CONFORMANCE WIT# TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLATION OR U C ILL O.D P S F T X-ENG A F/C W C S►EC IF ICBRACING ATIONUPUBLISHEDTBYSTHESIGN AMERICANORMS FORESTT AND PAPERSLE ASSOCIATION)SOF NOS AND TPI. ALPINE DESIGN TOT.L D. 37.0 PSF S E O N - 30731 CONNECIONS ARE MADE OF 2OGA ASTM A653 GR31 QALY. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO OUR.FAC. 1 .2 5 FROM S D S s IACN FACE Of TRESS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q Q OF CRAVINGS GUSS DE PICIEO NUEAAMD SMALLNMOTEER*S SEAT Off N APPLIES ONLY f0 THE DESIGN aI RELIED UPON IN ANY OTHER WAY S P A C I N G 24 .0" 961885-QUALITY REMODELING & FLAMING 1488 - 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 5P #2 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. TOE-HAILED OR OTHER CONNECTION TO BEARING BY BUILDER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0/C. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 6f— T R=27 W=1.5' U=200 1-10-3 R=30 W=3' U=200 C2X4(Al) LF--2-0-0----3-1-8--->J 3-0-0 Over 3 Supports R=289 W=3.5" U=270 PLT TYP. Clary—V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale =.375" Ft. Q Q --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANGLING, SNIPPING, INSTALLATION AND T C L L 2 0.0 P S F REF.- R 7 3 2- -3 6 7 9 1 BRACING. REFER TO NIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q Q INST 11UFI. 583 D'ONOF 10 DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 03/10/97 SIRUCTURAL PANELS, BOTTOM CHORD SHALL NAVI A PROPERLY ATTACHED RIGID CIILING. O O "•IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO TNT INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 P S F D R W T X U SR 73 2 97069021 PRODUCTS, INC. SHALL 107 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 D C� BC LL 0.0 PSF TX-ENG AF/CWC Z�TRU�SS LPBDILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLATION OR BRACT NG TRUSSES. THIS DESIGN CONFORMS YIIN APPLICABLE PROVISIONS OF MOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 3 7.0 PSF SEAN - 30735 CONNEC70R5AR[ MADE OF tOGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS 00110. APPLY CONNECTORS TODUR.FAC. 1. 25 FR0M SDS EAC:FACE Of TRUSS, ANO UNLISS OTNERYISE LOCATED ON TN15 OESIGN, POSITION CONNECTORS PER O O O O OF AI MEG TRUSS DEPICTED HEREAANO SMALLINOTFBE RELIED UPONNIN ANY OTHER APPLIES ONtY TO THE DESIGN SPACING 24.0" " DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH S ..: - PERMIT 'INFORMATION - - LOCATION IN'FO A+ION ermit Number: 16571 Address:, 1.315 JASMINE ASTREET Permit Type:MECHANICAL A.TLANTIC ,BEACH. FLORIDA 32233 Iass of .Werk:NEW LEGAL DESCRIPTION Const r. 'ype t WOOD FRAME Block: Lot: -- 'v - Twp: 0 ';. Prvpasod .ttse:SINGLE FAMILY Sectiow. 4 Subd,: Rng O , Dwe' lIngs : 0 subdivision': EY t u Va,l ue<; 0.40 ImPrcay. ;Cast: 0 00 Tot4.la F`ee .OSI Alm6xit. paid 4 7,.0 0 �ate ,Pei' �= • t19. rk De .' . ' ' MEAT, &ND AIR. APPLICATION .FEES ` I ER"IT 47,00 A '. * �tAiOFkItA 322311,!' r�1,Man �{yj., tQ Wi4 w �V ��' CON' A't�y�,�TMONElj� S ' 1'S AO STINE ROAD J,ACKSONVIL :".FLORIDA. 32201 Lig CACO3 . . fa Etp, / / {{ NOTES: I k NOTICE-INSPECTIONS MUST QE 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 MECHANICS' L LEN LAW CAN R�SU�T IN THE PROPERTY OWNER PAYS +1G TWICE FOR BIIIL�I NG IMPRO EN ISSUED ACCORDING TO APPROVED PLANS WHICH ARE;PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VJQLATI0NOFAI'PLICABLE PRl')VISIpNS C?t=LAW.- S47.014 1 77.7 ' - , - • OEM ATLANTIC BEACH BUILDING DEPA TMENT. BY-: #