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Permits 1211 Linksdie Dr (vault folder) LOU -1 -'" CITY OF ATLANTIC BEACH 4 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 .•77 r)l OFFICE:(904)247-5826*FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY ff �� 7-4, , ••cnl �d _Q t 13 NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT VO BLOCK_SUB DIVISION 0 3 1(0c ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL i„ ❑ALTERATION C1 ACCESSORY BLDG. _... ,,,III,'i ro M,�1lad REPAIR ❑POOL/SPA ❑YES ❑N/A rt 'lic—C C, -ek 1 W ❑MOVE ❑OTHER ❑NO i F f� 77 7777 77e 9.NAME: ,�,�, 1V Q S 15.f7JMPANYAME: 23.COMPANY NAME: tveX last- Roofi' ° Pro's 16.NAME: 24,LICENSEE NAME: 10.ADDRESS: 17. ATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: l ani �. ;r,Ks►mac, Ar, E 13 R'Z a0 18.ADDRESS:1_9 n 13i*(q V,�� \., 26.ADDRESS: �tti 1c�nti G aeac�,F( 3 as-3-3 Jctu, P-� 3a�sy`� J switS 11.OF IC PHOt�:3 tw 12.FAX NO.: 19.OFFICE PHONE:,,, 20.FAX NO.: I O� 27.OFFICE PHONE: 28.FAX NO.: In_ 13.CELL H��:� �`pV L'� 21.CELLVPHONE:�� 1lv_ 29.CELL PHONE: 1 .E AILSDRESS: O J 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: Ljr err 00 31.NAME: 33.NAME: 35,NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. d• `, f dd tlj� x 6 1' 411 , 11 Signed' f mate& � o Signed: i Date: 3 ( LZ � ✓ 1 Before me this _day of � 1�yL 1/i ,2009 in the county of Before m his�_day of (l,v (�Ir1 2009 in the county of Duval,State of Florida,has person ly appeared Duval,State of Florida,has personally appeared 1�Plr,A� d 1 . 160s�o r- DaViJ S, K► ► ► IC4-V\ herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. T true and accurate. Notary Public at Large,State of � County of 1 Juy Nota Public at Large,State of_ — County of l� E]Personally Known ersonally Known roduced Identifieatio roduced Identificatio - Notary Signature: �� Notary Signature. ��t . x�,rm+....Pr�anwa.=as HEIDI L.ODUM HEIDI L.ODOM °. Notary Public-State of Florida ;,�PAY ;��; Notary Public-State of Florida EMy Commission Expires Sep 27,2009 My Commission Expires Sep 27,2009 BLDGOt Permit Application Bldg. stone Commission#DD 476634 =;�, `1W` Commission#DO 476634 ''��40r1 e I �4,U111 °F F`' Bonded By National Notary Assn. Oi"'••• Bonded By National Notary Assn. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 JS31} Application Number 04-00028568 Date 6/30/04 Property Address . . . . . . 1211 LINKSIDE DR Tenant nbr, name . . . . REGROUND, 200AMP, 1PH, 3W Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------- ----------- BOSTON, KENNETH ADVANCED WIRING SERVICES INC. P.O. BOX 350177 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32235 (904) 744-4446 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. —( 1% , C - BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: Telephone#: Zy-7- '�S e6 Contractor. AJ Ju rte e k l.,-)►r,,.a se r v'4 e s j.%4- Telephone#: Contractor Address: 6 c9 LO LM ' 20-Az( Fax#: -72-7-122W In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ice listed therein. Building: __-Building-Ty-pe—. ____Q_ Trailer_ ____ __ Service--- _ If other construction s ❑ New Er-;- Residence (3 Temp. ❑ New being done on this building Old E3 Commercial Ll Signs ❑ Increase Pumit:amber.building O Re-wire ❑ Addition Sq.Ft. )EL Repair Conductor Size: AMPS: COPPER ALS El Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH L W 3 VOLT 2'40 WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 'A I 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER, Air H.P.RATING H.P.RATING CEHJNG KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 FLP. PHS V OVER6WV Transtbtmers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous R a ^A Scr v c�c C-7 My te-z 674, 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.adantic-beach.fl.us s c { r City of Atlantic Beach **w CUSTOMER RECEIPT *** Doer; CKOMOREK Type: OC Drawer: 1 Date: 6122/04 01 Receipt no: 66863 Description Quantity Amount 2004 28486 BP BUILDING PERMITS 1.60 $35.80 2804 28519 BP BUILDING PERMITS 1.00 $185.08 Tender detail CK CHECKS 4925 $140.80 Total tendered $140.80 Total payment $140.60 Trans date: 6/22/04 Time: 11:81:38 w City of Atlantic Beach *** CUSTOMER RECEIPT *** Doer: CKDMDREK Tyne: DC Drawer: 1 Date: 6/38/84 81 Receint no: 67771 Description Quantity Anount 2884 28568 BP BUILDING PERMITS 1.88 478.88 Tender detail CK CHECKS 4217 $78.60 Total tendered $76.68 Total oament $78.88 Trans date: 6/38/84 Time: 11:52:38 LAN v �ORIOa OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE 1211 Lf wc-s f rte n2 6 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1:(A1�,��Al(i 35 $25.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBINGI 1� ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. sv � I v`40. ItN SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028486 Date 6/18/04 Property Address . . . . . . 1211 LINKSIDE DR Tenant nbr, name . . . . . . 5 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BOSTON, KENNETH DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 -------------------- -------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 28 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 28 . 00 28 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 28 . 00 28 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE f 6+... • BUILDING OFFICIAL Jun 17 04 11 : 13a DAVID GRAY PLMHG 7235668 p• 1 rte_ CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION !, r r BANK: Wachovia silt Check Number: Date: Property Address: k7-Ll �ink-$ e- Owner: _ � Re,s". Telephone#: '741- 5, ?8(o Contractor:_�( AyT TRAY PI (JMRjNf-,, TNC- Telephone#: 724-7911 Contractor Address: 8850 Corporate I ua e Ct . Fax#: 723--5668 Jacksonville 1 32216 In consideration of permit given for doing the work as,described in the above statement,we hereby=ee to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: 4d"—Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer k Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: S' X$7.00 + $35.00 800 Seminole Road. Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800- Fax: (90.4) 247-5845. http://www.ci.atiantic-beach.fl.us wIm�v 0�mit6t�t1�lr City of Atlantic Beach *** MTOMER RECEIPT +** ORer: DSMITH Type: DC Drawer: 1 Date: 6/18/04 01 Receipt no: 65239 Description Quantity Amount 2004 28486 BP BUILDING PERMITS 1.00 $28.00 Tender detail CK DEW 4918 128.00 Total tendered 128.00 Total payment 128.00 Trans date: 6/18/04 Time: 14:03:48 a PSR 9fl44` 11813 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PE .I T` 1�tlE C317� C1]:� ---~�--�-- 400AT I ON I14FORMATION ` ------ Permit Number: 11813 Address:, 1211. LINKSIDE DRIV1, Permit T I?e:WRLL A.TL ITIC BRACH, FLORIDA 32233 C1 ass *t Work:l< EW LEGAL DESCRIPTION Constr. T�pe:'WOOD VRAMR Lc�t: � Black: ,Section: Propos d Use:S INOLE FAVI LY P1 at Elc,ak Pere Dwellings :s : 1 Subdivision:SELVA LINKSIDR Est. , value: ----------- OWNER1NFORMATI614 --------- Improv. . Cost: 11.00 Name c.BOSTON Total Fees: 1D .CACI Address-1211 LINXSIDE DRIVE Amount P : 10 ATLANTIC ,BEACH FLORIDA 322 Date 3 1 996 Rhone ' 9C� 4 $ 9 Work D : FOR IRRIGATION PURPOSES: ONLY . .. I,MPId y : --- .--- - .--- �« PLHAT�4� l��►►P T MOO i SMI W ecttons Required Inspections Required' tnspections Required NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST,EE INSPECTED BEFORE"UFi#NG PER VOID SIX MONTHS ArrERI.DATE OF.ISSUE BUILDING MATERIAL,RUBBISH ANR DEBRIS FROM THIS WORK MUST NOT ESE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY 6Y'6 EA CONTRACTOR OR OWNER � "F AILURE 0 COMPLYWITH THE 11 E HA�, LIEN- LAW 1' 1 r LT 1 HE P PE OWNER � � ICE FOTHY,# E iBUILDIN I P NT i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANDSUE'i,lECT TO R YItI.AT10N OF APPLICABLE PROVISIONS OF LAW. 3/ sai Ol J. 1 Cot ATLANTIC BEACH BIJILDINO D MET E. N i a FIE $10.n0 A-FMICATIGN FOR WEIL PERMIT CM OF ATLANTIC MACH PROPEMY (MER Pay Rma Address c �Z �'��f � �/ Zip,72 --3 APPLICANT. IF OMM THAN GM Name: _ �� ?'.J�� Day Photie� �St' Address: /X� S S� Zip JOB Address or Location: ��/ ��'� slC�c ,�� / b -e Legal Description: Is well to be used for drinking purposes? Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report fraa.the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occc:pancy will not be issued until said report is on file with the building department. Department Notes: I agree to comply with regulations stated herein: lureDa-td i r�SR�eaa. 8355 9 d QIErPARTMENI`OF 8Ui[ lNG CITY OF ATLANTIC SACH M14TV INFORMATION . �: . .. . ._; LOCATION INT'O`RMATION -------- e..rmi T I IE DRIVE E+i i ' ype. PENCE, ATLI TTC BEACH P FLORIDA 322 3 `_ CT�►s,� of Work: NE'frt L I?E3C9IPTIO>It , 1 14"on tr, Type: WOOD FRAI�� Lot . BI ok� Se,ction= Pr 6ie4 Use; SIRGLZr .FAI+ ILYTq+wnstii p: RPiO; £I ' n. O 'ode: SuLdiYi soh: SELVA LINKSIDE "' E tj.M 6d Valusea pervd Cysts »00 S1O. O k O CY ' ESS SHADOW T' I'w PLANS i i ADPL I OATIONFEES -W STATE" C'O T OW PER IT S10100 add'; . ,' f POIN .OR'I'VE SOUTH SdA'T IMPACT, SEL $0 .00 F O PS�ORIDA . I P FEE . p T TAY Nw' RMA wlw` yyyI ADORE, GAS-"y-H k RSS. .V Q. i �,f+ Ta 4d V $0.00 �.. fi'tj 4 ITER I'A P I TALr IMPROVE * Q w. . ..,.a,. .,_ . ` HXIRAILIC .aHARE $td .Ot? �Type CROSS' 'CONNECTION �.00 1 SVC.B IMPACT PEE al N ,ar, rea =�CfTF3:' PAID M AY 1,7 11994 City of Atlantic Bch: ;. Nt3TtCE ALL,CONCRETE FORMS ANIS FOQTtNt3S MUST$L iN$PNC TSD4E PK)URI,AII;i i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 7 SUILDtNG Iti1,4TE'RIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST RIOT BE PLACED IN PUBLIC SPACE,AND MIDST BE j CL EARED UP AND HAULEtI AWAY BYEITHER CONTRRCTOR OR OWNER TO COMPLY'. WITH THE MECHANICS' LWEN LAW CAN R# ULT IN Ty-ow f� ;YtNG TW1�'E �QR BU1LNG IIVIRQ►VEMEITS;" IBSt ED'ACCt?RDIN( TO APPROVED PLANS WHICH ARE PART OF.THIS PERMIT AND SUBJECT—TO REVOCATION FOR tLATEON OF APPLICABLE PROVISIONS OF•LAW. �k 4 1klt AN"IIC B • H BUtLDiNG,DEP TMIENT A �rll, i IIpllUkll �/iT l0°.liptt �" Iokat �tt4 E s APPLICATION FOR FENCE PERMIT Owners nave_ 2 ,� --Lf. _ __Phone.-g q S V Job Address_` 7-4za 2_.Arv_ 724 lJF-- C;6------------------ Lot_, ---Block and/or Unit I Subdivision,��tL(/,# wpJaI DE- Contractor if different from vrner „,��S�C l �c� / Co. ----------------------------------------------------------/-------- Valuation of fence •_=L f��. _ Corner or interior lot_ Type construction Show location and height of fence as roll as location of streetts) . l Owner •ignatu _ ____ _ ------------Date- Contractor signatu ______Q Date?�� a SITE PLAN SELVA MARINA GOLF 8 COUNTRY CLUB PHASE 1 ' I _ I I A' 01 „ ± c LINKSIDE DRIVE NORTH y ✓ I I o I COURT NORTH ± Q W CI n 5 N W b N n n n Y $ I o_ _ J N jy = ti n ' LINKSIDE DRIVE SOUTHrn o' J U7 ♦ D t D I P 1 I Z D / n P I ' r fit O p Y r f W P I n Vora PHASE 2 FFa)c� a: 0 $ o P Il �i. Z h < n ELVAP � ff O A O 1 INKSID� Z o 1 , UNIT TWO $ I N O O I 1 � I TO MODELS TO —� J ATLANTIC OCEAN This is an artist's conceptual rendering.Due to continual improvements all lot shapes and sizes are 'approximate and subject to change without notice. ¢nt¢x Homes O COPYRIGHT 1992,CENTEX REAL ESTATE CORPORATION CITY OF r4&4#dic Bw44-#;&sd- a Office of Building official L�f REQUEST FOR INSPECTION 7 --3 - / Q l Date � Permit No. r Time 2. (, P District No, Received ''} 2 +�— Job Address // Locality Owner's torA—A,-t,r�.-& Name BUILDING CONCRETE ELECT PLUMBING MECHANICAL Framing ❑ Footing ❑ ugh ❑ Air.Cond.& ❑ Re Roofing ❑ Stab ❑ Temp Pole Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pro Fab AflYPECTION A.M. Mon, Tues. Wed. Thurs. Friday P.M. inspection Made Final lnspectionie-' �µ Certificate of Occupancy f Date 2; CITY 4F 4&444'C Aim-99". � r Office of Building Official c > J x REQUEST FUR I lQN C• - Date Permit No. f t G� _fi&CJ Time A.M. Received P.M. District No, !a Job ddress� � !i owner's Name 'BUILDING C NCRETEELECTRICAL PLUMBING ME ANiCA 0 Footing 0 4Firt —+ie�+g#— �C! Re Roofing 0 Slab ❑ Temp Pole 0 Top out Heating Lintel 0 Fire Place O READY FOR IN "ECO Pre Fab A.M. Mon. Tues. Wed. Thur s Friday P.M, P.M., Final inspection❑ Certificate of Occupancy CITY jjj �tj?�p Jj(� I"- office �/,/(j �7l�F� 0d4-c lo► ` !" Office of Building Official / REQUEST FOR INSPECTION Date Permit No, 27-('-'72 Time Received 4 evnoa4�- Name h District No. ddr �..E�.lily 4Owner'sContractor 0.1 r BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing 0 Rough Wiring 0 Rough 11 Air.Cond.& 0 Re Roofing n Slab G Temp Pole 0 Top Out 0 Heating Lintel d Fire Place 0 _ Pre Fab FOR ILNSPECTION A.M. Mon Tues. Wed, Thu Friday P.M. mal inspection❑ 1 Certificate of occupancy rate CITY OF 004I164 ktb-R6+Ii1& 19ppartmpnt of Nttilbing Atopprtim This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the followin,. Use Classification Bldg.Permit No. Group _Type Construction Fire District. Owner of Building _ Address_ Building Address _ F&MIty By. Building Oficial Date: POST IN A CONSPICUOUS PLACE CITY OF- 4&^&. F4&^&. BeacA-&9" 3 3 Office of Building Official112- REQUEST 12'REQUEST FOR INSPECTION Date L r Permit No._ 3 ! 9 TimeA.M. �? Received 3` P.M. Qlstrict No. Jo dddress Locality Owner Name _..__....._.CAntractor BG LDiN CONCRETE ELE TRIC L PL M01NG M t]�1VTC1'71C�, r Footing 0 1 mg © ug D Re Roofing ❑ Slab D Temp Pole ❑ Top Out p Heating Lintel 0 Fire Place ❑ Pre Fab RE FOR INSPECTION Mon. Tues. W Thuya. ,Fridaka� P.M. P.M. Ffrot lnspecti Officals of Occupancy CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Dist,4ct No. Job res Loca' A ner's ame ___�___...., ___.—....________.Gontractar BUILDING CO CRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing D Rough Wiring D Air.Cond.&, D Fie Roofing D Slab D Temp Pole D Top ut Heating Untei D Fire Place D Pre Fab READY FOR INSPECTION A.M. Mon. Tues. yWpd Thurs. Friday P.M. '1 P.M. Final Inspection D Certificate of Occupancy Date CITY OF 4&4a& Bw,44- � Office of Building Official REQUEST FOR INSPECTION s,/��}/f Date Permit No.— C- Received me A !` District No. Locality Owner's Name ntractor BUILDING CONCRETEECTRICAL PLUMB G MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Lintel Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. ues. ' Wed. T� -�� Friday P.M. A.M. inspection Made inspector �,,� A. ERBE Final Inspection❑ Certificate of Occupancy Date 4112 bEPARTMSNT OF BUILDING CITY OF ATLANTIC BEACH, ., PRRMXT INFORNATXON ------ LOCATION INFORMATION -------- �,:Pormit Number 14112 Addrois ' 1211,` L INKY aIIJH AR YH PriATLANTIC 'BEACH, FLO IDA 3223 Claws of Works NEW .,..�� LEGAL DESCRIPTION' Gc ettr. ' Ty +s Wt3QI I RAj% Lots Block% Section: P`ropoped Usos SINGLE romt Township: RNGt Iva Gue11l. U s 1 Codes ,, �ubd v*, on t SELVA LINKSIDIM Eesti tatYalue a *01-00 100x,ov. Cost t BCI.QC } ` 61tsil Feeal �E f /4k- Aau>�nt t yF 44.0 � Work 1>4I,. , � � . 'NAL HAT AND ,AIB i �" Bryn p �a �w +. � � raw 7`*j«Y4�"+a� w. r Fa F W..R..«. IF' , i" 4 1 W ['EES -.,Addie° ��`� d ��3R l ISE �?RS'VE WAtER IMPACT FEE $0.00 ' CH FLCIIIIA IMPACT "to ' #. ©Q Ph a. RA . , H. R. S. t .00 r� t.w »if, OAS - - x *0.000 T :CCN .: Wfi' I R `#41r SC}.CaI~t om �3L;� �....a�� R—EW R "SAP. �C�,�CIO tIRAN ARK,` FL t DA: 3 065 � 1tYoH�LIC R ARE st3. Qd t: Linen os , C CO Types 3 RE�Lt� FST � �.�k�.A1C yrs SE . H'.UPACT FEE � l , ?+ NOTES: i NOTICE —ALL CONCRETE,FORMS AND FOOTINGS MUST BE Ilksp'E0 BEFORE POURING PERMIT VOID SIX MONTHS AFTER DAT,E;OF ISSUE SUILDING:MAT,ERIAL,RUSBISM AND D.EERtS PROMI THIS WORK MUST NOT BE PLACED IN PUB�uC SPACE,AND MUST BE CLEARED UP AND HAULEt)AWAIT BY EITHER CONTRACTOR OR 60 "L l ETU CC IIP . = IT'N THE I CW l 1 3' L 1 N LAIN.GJakN RESULT IN THE PROPERTY O N 154 PAY0N0 T`*1 E FOR SIU"lt.iNG tMPOtOVE~MINTS." iiSUED ACCORDING TO APPROVED PLANS WHICH ARE PA=RT Of THIS PERMIT'AND SUSJgCW REUC�C 1 SOLATION C1F'APPLIGABLE PROVISIONS OF LAW. IIIrtEll f lbws ATLANTIC BE BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF .411,10.111ftF, FLORIDA APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. Street Address: , 1/& LOCATION /lu — OF Intersecting Streets: Between And - BUILDING Sub-division L7 /Lla II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Mechanical McGOWAN'S HEATING & AIR, INC,. State Certification or CACO 18970 Contractor Name Registration Number Qualifying Agents I.D. 4 �I Q Signature N Number L•I•o Property Owners Si ature of Name Architect or Engineer III. GENERAL INFORMATION A.Type ��of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON (Electric THIS BUILDING OR SITE?_ a ❑ LP Gas ❑ Natural Gas ❑ Oil ❑ Solar ❑ Wood IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Other- Specify PERMIT 2W9 IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) A) Iesidential ElCondo ❑ Apt. ElDuplex `9, eat: A. 11Space B. El .� Recessed CCentral B. ❑ Commercial D. ❑ Floor ❑ Fire Place ❑ Wood Stove Cew Building 1 Conditioning: A.�174ir-to-Air Heat Pump Drxisting Building B. ❑ Water-to-Air Heat Pump C. ❑ Straight Water Cool E. ❑ Replacement of existing system D. ❑ Straight Air Cool / V cfm F.�lew installation (No system previously installed) e a CC]�uct System: Total Capacity C f El Refrigeration G. ElExtension or add-on to existing system ❑ Cooling tower: Capacity g p m H. ❑ Mobile Home ❑ Fire sprinklers: Number of heads I. ❑ Other ❑ Elevator ❑ Manlift ❑ Escalator (number) ❑ Gasoline pumps (number) THIS SPACE FOR OFFICE USE ONLY ❑ Tanks (number) (Received) ❑ LPG containers (number) Remarks ❑ Unfired pressure vessel ❑ Vent Hood ❑ Boilers ❑ Control Wiring ❑ Rangehood Permit Approved by Date ❑ Cooking Equipment ❑ Water Heater Permit Fee ❑ Gas Piping LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving SEER Number Units Description Model Number Manufacturer (Tons) Agency & HSPF 26 OF3 ( a > HEATING- FURNACES, BOILERS, FIREPLACES Capacity Approving Number Units Description Model Number Manufacturer (BTU) Agency O O TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency PS-428 + ... s rl 3 /f% Y (� .CITY OF ATLANTIC BEACH, FLORIDA a Approwdby APPLICATION FOR ELECTRICAL -PERMIT �- TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_.... 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. ELECTRICAL FIRM: -_MASTER ELEC fUCIAN SIgNATURE � p ,/ Ste' NAME.`--�'� �>< � ADDRESS �1 �� i a RFD BOX BLDG.SIZE BETWEEN: RES.(vl APT.l ! COMM.'( 1 PUBLIC( ) INDUS.1 1 NEW 011**� OLD 1 I REW.( ! ADDITION( ) TRAILER( 11 TEMP.1 1 SIGNS ( ) SO.FT. SERVICE: NEW IVl INCREASE( 1 REPAIR ( ) FEE c'v� CONDUCTOR SIZEdl_v AMPS 0 COPPER ALUM. WTCH OR BREAKER AMPS l PH 13 W VOLTI RACEWAY EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE - LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMP$. at•t00 AMPS. SWITCHES INCANDESCENT FLUORESCENT 6 M.V. FIXED 0.100 AMP$. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. 4 NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES ----�F t 1 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. 172374-5405 State of FLORIDA County of DUVAL 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 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 44-023 17 2S-29E SELVA LINKSIDE UNIT 01 Address of property being improved: 1211 LINKSIDE DR ATLANTIC BEACH, FL 32233 General description of improvements: REROOF Owner KENNETH O. BOSTON 247-5386 Address 1211 LINKSIDE DR, ATLANTIC BEACH, FL 32233 Owner's interest in site of the improvement SELF Fee Simple Titleholder(if other than owner) Name r,, Address Contractor a �� Contractor EVERLAST ROOFING PROFESSIONALS, INC. Address 6973 HIGHWAY AVE. STE 108 JAX. ,FL 32254 Phone No. 904-786-3395 Fax No. 904-695-2102 Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. 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 Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY7►/// �/_ O .�E/R Signed( 1t " �(_ DATE Before me this day of —0!5 in the C u ty of Duval, tateFlori a,has personally appeared haminjay _ _ ; himself/herself and affirms that all state rations iere"'HEIDI L.ODOM are true and accurate v Notary Public-State of Florida -- ,•-.My Commission Expires Sep 27,2009 ; ' Commission#DD 476634 ''•.F oa c�Qa`` Notaryridep By Public at Large,Stap of National Notary Assn. My commission expires: 7 9 Personally Known or Produced Identification n AhDRESS !�h BUILDING PERMIT NUMFIEk__ �i_ INSPECTIONS FOOTI NG FRAMING___, COVER UP D INSULATION__. - FINAL BUIi.UING__CZ_-_/1 CERTIFICATE OCC_Q-_-Z� 69_-/_ _. ELECTRICAL PERMIT INSPECTIONS FINAL_-- -/ --`-/- ------ --- MECHANICAL PERMIT PLUMBING PERMIT # 6 s_3 • NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000355 Date 3/17/09 Property Address . . . . . . 1211 LINKSIDE DR Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8500 ---------------------------------------------------------------------------- Application desc remove and replace existing roof FL1476 . 1 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BOSTON, KENNETH EVERLAST ROOFING PROFESSIONALS INC ATLANTIC BEACH FL 32233 6973 HIGHWAY AV STE 108 JACKSONVILLE FL 32254 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 8500 Expiration Date . . 9/13/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4,03 DEPARTMENT OF BUJILDING CITY OF ATLANTIC$EACH € PERMIT INFORMATION IATIO L LOCATION-, INFORMATION r Permit Humbert 4033 Add>aiss1` 1_211 LINKS-IDE DRIVE Permit Types PL.LIML,ING ATLANTIC BEACH, FLORIDA 32233 Class 64 Work i NEW L,f AL. DESCRIPTION ---------- Constr. C nstr. Types WOOD P Lot: B�raGk� . ��Gtirsn a V.. ProposiRd Uses SINGLE FAMILY , O wa� ap Aw+ llixagm t 1 C�►d a O SubdiviAi'Ott BPSLV"A Lr NKS:IDE ' Est1 Mat*d Valuer Iw#.`f C1 Improv. Costs " *0.'00 T ot. *57, 00 Am+ ul� e57. 00 Work sing :1N NEW ATIO �_� APPLICATION FEES 14 P10T 77.'C}O' tAddi I ILw t)RIVI WtIT I IPlIGT PEI , SO. ©I = Ph 44, R. S. eD.OO N . C:1� FORBATON 00 Ra ![ 'Z0 LDN1N . ; . to TA -n eLJ. Addr. e:x.,.w3: #D ,..,B �: ..,;. SLS TAP Q. 00 JACK LLE, FLA. `32210 HY'DNAAUL C SHARE EC7. 00 L.i r� C32 Type: 4 N `�v0PEcT "C �f `14,00. wyw y+�y� pp�y�ss �+n " '. +.r ,.,A.4YPa'�4+T ' elr y . r s NOTES; i NOTICE—ALL CONCRETE FOAM St AND FOOTINQS MU$T 8E'tN; PELTED Br FORE POURING PERMIT VOID SIX MONTHS AFTER DATE.0 ISSUE BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUSTNOT BE PLACED IN PUBLIC SPACE;AND MUST BE CLEARED.UP AND HAULED AWAY BY EITHER CONTRACTOR'OR OWNtR" F ILURE TO CQ1�I��.Y VI/1TH THE MECNANl S' LJEN': DIVE/ CAN, R� ALT IN "SHE PR PEIRTY l�WNEIR�AYIIVG TWICE FO as It �1�IPRt�VI�M�NTS." TIME 1$SUED ACCORDING TO APPROYED",PLANS.WHICH ARE PART OF THIS PERMIT AND SUBJECT OC!ATION t * ' VIOLATIO410PAPPLICABLE PROWISIONS OF LAW. OROSIL iATLANT C BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION 1 - i _ --- Jatf_1' k�- ------------------------------ PLUMBING CONTRACTOR: DON HARRIS PLUIVII3INGLINC__ ------------------ _____--------------------------- LICENSE NUMBERS: ------------------ CFC - 0 1 9 1 9 4 ------------- ---------------n--Q----------- OWNER:-------------- --- ----- - ---------------------All---------- BUILDING CONTRACTOR: --_ TYPE OF BUILDING: !�^_L____ _____ em, -----�-- s ------- --------------- SINKS _--- ----------SHOWERS LAVATORY ____WATER HEATERS BATH TUBS ___DISHWASHERS ---------- URINALS _____!____DISPOSALS ___CLOSETS f__WASHING MACHINE FLOOR DRAINS __________OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:-, Y �qq 001PARTMUT 00:601WtNa CITY QF ATLANTIC BEACH ' L-664TION INFOR"ifillw- Pory it 9tu1ob*r 2 Addare x 14 " .k«iKK3IDR 1) Z .. ' '�T31 R IS ATL«�A A:O Clika �1 Barka s MEW -��- � L ��C I'PT t�N -. CtArti. Tp SCO .. ` A L.at 1C' s . 'Prc � c L�+ sxkalak: k;14ML,"# 'k'rrra �xl +,a' R� O " oivl Ings s " I Cadei O Subd vi micirn m 'S tLVA L.I0910 `sil tiv4tod Vo' lue s 463721.00 I*prot t. Cost a I.oo T6tal Fees: ` ` ► .- 1r rk �3b � w $IxGLE FAMILY REI ID914CkM POR PLAN APPL C,ATIM.,FEES } � � '� PER 1T� *489. C O 4 ST . g ysdF. n, ' " a RIVE WATIER IMPACT FEE .00 635.60 . , . . .. XFdkAT 0" N WATER TAP -00 9' �y y � ` ..TL Q. 00 A L�37 '. L10,0000 a00 x- CRC '�+-34 yp�'a 54 -RR-^IRSPECT FEE C.flO yl 1VOTS5: ` JJ7} I f ALL CONCRET! DORM$AND FOOTINGS MUST st'IN _EtT O BEft,R0'POURi tx PERM;}T VOID SIX MONTHS AFTER DATE'OF,.ISSUE "BUILDING MATERIAL,RUBBISH AND-0. RISfROM THIS'WORK MUSTM >3E PLACE.D I PUBLfC SPACE,AND MUST BE CLEAR>*"I3'6JP ANIS HA�tJL fl'AWAY BY-i�lfi'kl;l t NTRACTCyR OROWNER fi ' ` C? lP 'CH Ti�HaEyN�ICHN� ' 1�1h� LJ#"4�1�! CAN #�E �t'8u'lLotNG t, �.T�+► Its r A6it6 6 "fit? �kl�PROY�D PSI'-AN WHICH ARE PART.OF 1'H15 PIERIMIT AND SUF�EY€� OR' O.,J V111.A f IOI+I QF ply rcAk:k PRtv1,IONs OF LAW. . ' '"ATLANTIC BEACH BUI�.fltld DEPARTMLN 1 Heated Square Footage /'� �/ Z_-___@ $ �-Per aq ft = $_ '•'7Cc' 5r0� Garage/Stied 0 L aq ft Carport/Porch aq ft = $ -- b'-Cf4 Deck --1f��— aq ft = $ Patio _ S @ $ q.Aq_per aq ft TOTAL VAU ATIM: $ Td-tal valuation 1st $ '73-0 L o Q Reminder valuation l f•° Pte' Cw portion thereof -------------------------------------------- Total Building Fee $ / ADDITIONAL FEES + % piling Fee Mechanical +� � Z Firepleoes @ 15.00 Plums ,f --- Electric/New L------------------------------------------------ Electric/Top ^� BUILDUG PFM W Septic Task WAM FEVER CHARGE Well SEM IMPACT FEE 9. Pool Sign WAM IWACT FEE Water Carection Sewer Carsnection Ater Meter Elevation Certificate GRAND 70TAL DUE $ / /5 -------�}-�-{-----/-y-�-/.-y----------------------------------------------------------------------------- 1�I�ATIO[ZS a}Wo N= i ' t ?RDPERTY DESCRIPTION CITY OF AtllaatcG Ve4a - at i2l--Block # _-_Section i►,,- $�L( �� „� t BOX 2,r,: A ��6IACffi:FL� fDA : subdivision: '.%P)i(JNE(�rJO 24'?-2„9; 2r AdVp Address:t Nam. -� DESCRIPTION OF RK , . Ir Ad �^A � If in a FLOOD HAZARD 'lood Zone:--- ZL)------area complete page 3. Brief Descriptions Class of Works (Nov/Remodel/Addition) -------------- :ON I NG INFORMATION • Type of • Construct Ion s :oning Proposed ✓�� y; district:___-.____Uses___..i��` 1 -`.." Estimated Value O_u�� :xceptione or Materialss-________----------------- arionces Granteds_____________ ------------ Solid or Filled �L(1J� ---------------------------------------- Grounds------_-__-- OWNER INFORMATION hethod of Nesting s Property Owners_ �/ �K1,L...% ..- .. Phones_J y1L_ 7�pU Moiling -----'"--- "'""_ Address_S --- ---GeQ - - --�- ..---•-------------------- Zips-��1�------ CONTRACTOR INFORMATION Cntractor:_ sling -- ------ Phones r7a:7.CF-41-0— VLQ&;Pt� #o201 f�D • M -- ------------------------------------ rExpiration License Nuabars_�no,ILy-2 leL:y� g�j------------- Date:_-------____-- I HERESY CERTIFY THAT I NATZ READ AND C%A1IXCD THIS APPLICATION AND KNOW THC SAFE TO BE TRUE AND?) CORRECT. ALL PROVISIONS OF THC LAWS AND ORDINANCES GOVERNING THIS TYPO OF WORK. WILL eE COMPLIED WITH, wNtTNER SPECIFIED HEREIN OR NOT. TUC GRANTING OF A PERMIT DOCS NOT PPE=:1-E Tn ,r. GIVC AUTHORITY TO VIOLATE ON CANCEL THC PROVISIONS OF ANY FEDERAL. STATE OR LOCAL i:L;Li::. ~v •.�. REGULATIONS, ORDINANCCS, OR LAWS IN ANY "ER INCLUOIHO Tllt GOVERNING OF CONSTRUCTION OR TVE PERFORMANCE OF CONSTRUCTION or THE ►ROJ T. I UNDCRSTAND THAT THC ISSUAMCC OF THIS PERn2r I: 'i• ! y�,w,, CONTINGENT UPON THE AROYL INFORMATION IN TRUE NO CORRECT AND THAT THC PLANS AND SUPPORTING DATA NAVE SEEN OR SHALL RE PROVIDED A REO IRCD �• A Owner Si natuste __ ___ _ ate g --------- ----------- ------------ Contractor Signature___ ---- -- --------Dete__--------- - CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 L WATER CLOSET --o—WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) C1 BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) / COMBINATION SINK AND TRAY (3) / WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) 2-- DISHWASHER (2) WASH SINK EACH SET OF /rte FAUCETS (2) V KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) �} BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) - URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) t SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS . @ $20.00 EACH $_ /y 510. Q C-) r e � JOB INFORMATION / ? a FLOODPLAYN DEVELOPMENT INFORMATION Type of Developments Flood Zones Required Lowest Floor Elevations__ .......___ If building is located within a flood hazard zone, a survey must be made AFTER THE BLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATYON is equal to or above the base flood elevation established for that zone. No final inspection will be wade and no oertitieate of occupancy will be issued until the survey is on file with the Building Department. COMMENTSs a Applicant Aeknovledgem�nts Y 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 Ho. 23-7-11 and all other laws or ordinances affecting the proposed development. Date..............Applicant's Signature__________________________ ------------------------------------------- -------- Department Use Riquired Lowest Floor Elevation ................. As% Built Lowest Floor Elevation ................. Survey Filed with Building Department ........... Building Department_Representative t page 3 MAP SHOWING BOUNDARY SURVEY OF LOT 00 BLOCK AS SHOWN ON MAP OF J746Z (1.4 L/.VeSiVE Uwii / AS RECORDED IN PLAT BOOK '" PAGES "? J-4-4 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: G'ewre)r 1flxW6s Co,f/! NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ,t✓.8.� 4 �o �: �s:o � Is � � w 1 I o SO' E.�!fiMENT IZ Q p �p� 14 • �. O 2 Q b 1` � /�"cas�Iloss ti V /0%V4d/ 51f- I , "I �v ♦ � I CPO.OfAE[L ~c.o�r 4,33`M •� OR;VEYv'A y � 'OAK ,�� -• _.,,�..- �Ef`►'. v tiQry C �lGsop'sL PCG f�� 19 Jf' I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- CONCRETE MONUMENT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY FOUND IRON O SET IRON -L.S. 1704 FLOOQ CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD S.N.L. SWLDINO RESTRICTION LIME zom - C- AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. ^ CENTRAL ANGLE M P. COMMUNITY PANEL No 12007f• COD"4 DATED 1643 NALDO AVE.JACKSONVILLE. FLA 32207 R RADIUS A ARC DISTANCE CH. CHORD DISTANCE I.C. POINT OF CURVATURE URVEYED ✓y'VF /t 19 9i _ P.T. POINT OF TANGENCY SCALE: ••�20/ REGISTERED SURVEYOR NO 236/ FLA. I.C.C. POINT OF CP.R.C, POINT OF OMPOUND CURVE JOSE 4 •N/G L FIELD BOOK 41,6,0 PG. 30-,fl rin /Jin/ rwcc eaoe ' 3l ot A 3 �y) ,twee T3 T•essss. U3ojv �tTCrl ��Z ) CAZ G+RAat a u! OG Ql r /3 4.O 2) 1-6 FRA„ - DJwtii 71' cn ✓. =,a-,aE-/va t Sys fqt-•.., rl � i � ;ter . .i✓ i t.'J:.r _ __..-.;�'�.: O cn a 0 >_ �f W U W Ldui `w :D }- I m Ia o ~ C) lam. f • _a � � � t W! Q LEA PLEASE R VIEW LAY - OUT AND � � � , � � � .y � fi TRUSS SIZE . PRODUCTION VI/�i L BE �zl h�' 1� l� �• , —.--�-- ,,1 I �' + m{ `n Of S7'A2TED d� 6d :',PP� �IEJ l�ZAVVINGS -uo} iyo i ARE RETURNED t � ,�3 .l zro d . �^ o n o E— F—OK AS IS o LL- AS LAS NOTED ryes T r► Trt9 � JOB: TS 91H-20 T1 THIS )WG, PRFPAR FROM COMPUTER 314PLIT (LOADS & D NS NS SUBMITTED Y TR MFR. TOP CHORD 2X4 SO. PINE #2 KO 15% IC X-LOC L-R: 0.29 3.77 7.03 10.50 13.97 17.23 20.71 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7. 15 10.50 13.85 20.71 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. THE PLATE, CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY SEE DRWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. PREL.IMINAt"" ' DRAWING 4X8 1X3 4X8 1X3 1X3 4X5 (A2) � � 4X5 (A2) 6.00 6.00 3X4 4X5 3X8 3 X 4 1-0-0 7-0-0_L7-0-0 7-0-0 1-0-0 21-0-0 OVER 2 SUPPORTS R=2069# W= 3.50" R=2070# W= 3.50" PLT. TYP.-ALPINE SEQN-- 42308 FURNISH A C0PY OF THIS DESIGN TO ERECTIO;•I CONTRACTOR REV 15.4.7 SCALE 0.3750 ALPINE ENGINEEREDR'R0OUCT5. 1NC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT:TPI REF )()(IMPORTANT)(*SHALL NOT DE R,SPMNSIBLE FOR ANT WARNING IN HANOLINC• EFECTION AND DEVITHISATION FROM TIESE SPECIFICATIONS OR ANY DEVIATION F BRACING.SEE '%a-76'.(BRACING WOCD TRUSSES' R _`�v5,'S:'C� TC LL 30 .0 PSF DATE 01/31/'J i HOLMES WITN TENE160t1ALSTOR AW AILURE ANOAFO TO BUILD BrTHE TPITALPINE CONECTOfE THRM IN CONFORMANCE ILK9NOP MENTARf AM CAOOONAL SPECIAL PERMA v� f'C:� TC DL 7 .0 PSF DRWG ARE WMFACTU,+O FROM 20 GAUGE GALVANIZED STEEL UNLESS NEM BRACING RLOV*-qEN=N1'S. :XLESS OTHERWISE E 4 �f1. O7HERNNISE SHOWN MEETING REQUIREMENTS OF ASTM A445 GRADE A. SHCNY.. TOP CH[T7 ^FULL fie LATCRULLf GRACED. NQ 34669 1 1 EIC X 10 .0 PSF -ENG LUMBER APPLY CONWCTC.PR TO BOTH FACES AT EACH JOINT AND LOCATE AS WII.i PFWERLY ATIACHEO PLYY000 S.EATH3�tw ,��T��''/CC/AAO T�T•LD. 4 7 .0 PSF 0%A LFR. 21-0 0 SHOWN. BEA INS N•IOTHS ARE 4' MONINAL UNLESS 07w-.ISE SHOWN. :J TOM CK)ra W:" Hi u1C CE3LIMD IR � G � DESIGN ST=.S CONFORM WITH APPLICABLE PROVISIONS OF AS SPEC 1•":E7 ON OE=1FN DC AYJT TRIS 6.0/ ,,c, pUR:FAC. 1 . 33 PITCH 12 AMOS uD.TPI OCT). OESIG:.W:T-R FIFE rE7"-^•', T--!AT--'C R.'_ / —TP] -'r'RJ35 PLATE INSTITUTE. NOS- NATIONAL OE S 166 ScE:IFJC•T:—FM ti�7^C�••4r-- p �Nq�RLO rtl1�,R�r�p 9ETE3ACK 7- O" TYPE .JIB TS 918-20 T2 THIS OWG PREPAREQ FROM COMPUTER INPOT (LOADS 6 DIMENSIONS) SORMTTTE0 BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 4.77 9.03 11 .97 16.23 20.71 SOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 11 .85 20.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. PRELIMINARY DRAWING 4X8 4X4 1X3 IX3 2 . 5X4 (A 1) 12 2 . 5X4 (Al) i 6.00 6.00 2 . 5X4 5X6 1-0-0 9-0-0 3-0-0 9-0-0 1-0-0 21-0-0 OVER 2 SUPPORTS R=104B# W= 3.50" R=1048# W- 3.50" PLT. TYP.-ALPINE SEAN-- 42309 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 ALP]HE ENGINEERED PRODUCTS. INC. TRESES REQUIRE EXTREME DARE DESIGN CRIT:TPI REF **IMF<IRTANT**SHIALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, VECTIM AND DEVIATION FROM TlESE SPECIFICATIONS OR ANY DEVIATION SRACIMS.SEE •BWT-7i•.SPACING WOOD TRI ES �vS:S:K, TC LL 30 .0 PSF DATE 01/:11/91 THIS MS.-:4 GN ANY FAILURE 70 BUILD THE TRIGS IN CONFORMANICE COM ENTARY AID RECONME DATIONS-�TPI1. SEE HOLMES WITH THE 1R1ALIn STANDARD OSTBB BY PPI. ALPINE CONECTORS THIS DESIGN FOR ADDITIONAL SPECIAL R:NNA- >J: ��►f�(�?J �'.; TC DL 7 .0 PSF DRWG ARE WIN+ACTUED FROM 20 SAUK GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTKRPNIGE "' DL 10 .0 PSF -ENG OTIERHI.-F •AOWN, MEETING REQUIREMENTS OF ASTM "45 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY R9NCED E. ; 10.34869 i , BC LUMBER APPLY R .ECTG6 TO BOTH FACTS AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYMNODD SIE 't�Ut�� SHOWN. a .RIMS WIDTHS ARE A• NOMINAL UNLESS OTHEPMISE SHOWN. BOTTOM CHHORD NIT" RIGID CEILING ': ,c �lo • fi0T`.LD. 47 .0 PSF 0/A LEN. 21 -0-0 DESIGN .H093ARM CONFORM WITH APPLICABLE PRDVISIONS DF AS SPECIFIED ON DESIGN. DO MOT 7NIi %! r! DUR.FAC. 1 . 3 3 PITCH - r •POS AK. STP] ICT). OE5T67H KITH iI4 P�TAi.MNT T's.AitD ••.A��Fq••ptT1G�.+•r • .P] - iPNAS PLATE INSTITUTE. HD5 - MAnaHAL DESIGN SP-ctrTCATTaH FOR MIODn CONSTRUCT H••..F.R�. ..NAY� SPACING 24.0". TYPE TS 9IB-20 T3 THIS W,. PREPARED FROM COMPUTER INPUT (LOADS j DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 5.52 10.50 15.48 20.71 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 10.50 20.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. P EL11, 'JARY DRAWING 4X4 12 6.00 1X3 1X3 6.00 2 . 5X4 (A 1) 2 . 5X4 (A 1) 5X6 1-0-0 10-6-0_]_10-6-0 21-0-0 OVER 2 SUPPORTS R=1048* W= 3.50" R=960# W= 3.50" PLT. TYP.-ALPINE SEON-- 42310 * FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE a 0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF **IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARN I N G IN HMOLi,r. ERECTION AHO c DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION BRACING.SEF 'ORT-76'.ISRACOA MOOD IRUSSES' `v�v,�( j5 TC LL 30 .0 PSF DATE 01/31/91 THIS OESIGM OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECONIENDA'�JNS-*TPI). SEE _`� HOLMES WITH THE 'QUALITY STANDARD OSTBB' BY TPI. ALPINE CONECT THIS DESIGN FOR AODITIOH..L SPECIAL PERMMA- J '''11F�c�'''�o% TC DL 7 .0 PSF DRWG ARE MAI&WACTUED FROM 20 GAUGE GALVANIZED STEELNEW BRACING REQUIREMENTS. UNLM OTHERWISE l��r. f�Q'' :1J i LUMBER OTHERWISE sHow KEYING aEau1RBNENTs o AS,M ••+s GRADE A. GROWN. TOP cNORD SHALL T: LA7$RALLY aRucEn ' . ; Na 34569•1 , BC CL 10 .0 PSF -t t3 APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AAD LOCATE AS MITN PROPERLY ATIAL14M R,YWOOD SEATNINS� • SHOWN. eE•alNfi rlorns ARE A' NOMINAL UNLESS OTHERWISE SHORAN. BOTTON CHORD rlTn RIGID,'.ILINNS a •. T 0 , , TOt._D. 4 7 .0 PSF O/A ,-�'.N. 2 1-0-0 DESIGN 67AIDAPOB CONFORM WITH .APPLIC•SLE PROVISIONS OF AS SPECIFIED ON OESIW 00 NOT S �4 a I �.. 4, , r �'��° '`, DUta.FAC. 1 .33 PI1 H 6.0/ 12 OW AND rTPI )PCT). DESIGN WITH FINE ACIA/OAM, TMEATEO II W ." - - - - - - - - - ��G.._�Fes�City s►✓ CDBF TM(-- On n" I TS 918-aQ T4 THIS DWG. pnFPARF0 FROM COMP IT R I NP T OAOF, G M NS ONS RURM TTrD R1' TRl1SS MFR. TOP CHORD 2X4 SO. PINE 92 KU 15% TC X-LOC L-R: 0.29 5.03 10.65 16. 15 18.37 24. 15 29.97 BOT CHORD 2X4 SO. PINE 02 KD 15% 36.71 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5. 15 10.65 16.33 18.33 24. 15 29.85 36.71 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE.-CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SHIM ALL SUPPORTS TO SOLID BEARING. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ONS€! !?Y DRAWING /---------CONTINUOUS LOADS--------- ---CONCENTRATED LOADS--- --10- L-PLF R-PLF ENDPOINT --10- X-LOC MAG TC 1 74.0 74 0 5.00 TC ?� 730.0 130.0 16.30 74.0 74.0 37.00 8C 1 20.0 20.0 5.00 BC 1 5.00 400 BC 2 35.0 35.0 16.30 BC 3 20.0 20.0 37.00 3X4 (A1) 5X10 1 . 5X4 4X7 6X8 1 . 5X4 5X10 2 . 5X4 (Al) s,00� 6.00 1 . 5X4 4X12 t'`I�s.orA 3X 10 5X6 5 X 6 6 20-8-7 1-0-0 5-0-0_L25-0-0 7-0-0 1-0-0 16-3-9 2-0 C9B-B-7 37-0-0 OVER 3 SUPPORTS R=11830 W- 3.50" R=2740# W= 3.50" R=871# W- 3.50' PLT. TYP.-ALPINE SEON-- 42313 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTR..CTOR REV 15.4.7 SCALE - 0. 1875 LPIHE ENGINEERED PIMMIS, INc. TRUSSES REQUIRE EXTREME CANE ' DESIGN CRIT:TPI REF **IMPORTANT** .ALL NOT K IESPONSIDLE FON ANYWARNING IN HANDLING, ERECTION AND L�uS' � ` DEVIATION FaoN rrESE SFFCI :CATIONS OR ANY DEVIATION f BRACING.SEE 'BTI-76'.roRACINe HOOD 1R16SES �J;�11ff�•tisc^�; TC LL 30 .0 PSF DATE 01/31/91 H O L ME S THIS DE 101 ON AM FAILURE ,,BUILD THE TRUSS IN CONFORMANCE CDHKWIA Ir AND RECONNENDATIONE-.TPI,. Seeu�, f,;+, NITH THE -IBAALITY sfAlENua TBB• BY TPI. ALPINE COnECTORS THIS DESIGN FOR ADDITIONAL BPECIAL PEwu- L" TC DL 7 .0 PSF pRWG • : Na 34869 AN MWfACi1NED FROM Y GAtlGE GALVANIZED STEEL tIlEE45 NENt BRACING REQUIREMENTS. IBt.E88 OiNKtef[K " T • � • 01ERNISE SOINK MEETING Ri "'NEHENIS OF ASIR AAK GRADE A. SHOWN. TDP aura SHALL BE LATERALLY O ab .I. � p 8C OL 10 .0 PSF' -ENG APPLY CDIPEC1O16 i0 BOT# CES AT EAC#JOINT AM LOCATE A WITH PgoPER.T ATTACHED PlY1pW LEAi10 4 ; 4 ,O PS. N. 37- -� LUMBER I':' Eoft TOT,LQ. '' 0/A LE -0 - APPLY BEARING NIorNS ARE NOMINAL UNLESS at ANISE SHOWN. BORON CHORD N_TH RIGID CeYuw a IND c 4Ci� .„••yam s^ DEsIEI srAAErARDs Cast:TN NIrH APPLICABLE PRDVI ONS OF As sFFclFtEo ON DESIGN. DD HAT u TMT , FRFD•�Tt4a+�1 '- DUA.FaC. 1 .33 •los AM-FPI rfCTt. DESIGN WITH FIRE rETARDANT HEATED LuiBER. TY?E -IPI - :aUSS t4 At, NSIIIUIE. HD5 -HAIIONAt OESIr+.S.'[CIFICA-1u:_rca_woD ctNsIRucTION .�. . SPACING SEE ABOVE T T5 TH S QWQ. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBM TT Y TRUSS MFR. TOP CHORD 2X4 SO. PINE #1 DKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 7.03 12.65 18.37 23.15 27.97 32.23 BOT CHORD 2X4 SO. PINE #2 KD 15% 36.71 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7. 15 16.33 18.33 27.85 36.71 :, T1-2X4 S0. PINE #2 KO 15% (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ERECTION CONTRACTOR. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 4,� .1,►�lNARY DRAWING 5X5 3X4 6X6 2 . 5X4 5X5 4X4 (A2) 1 ' 1 - 5X4 4X4 (A2) 6.00 (A T1 12 6.00 3X5 L" 6.0 1 „ 12 5X8 /�`" 5 X 12 - 1-0-0 7-0-0_121-0-0 9-0-0 1-0-0 16-3-9 2-0 Q18-6-7 37-0-0 OVER 2 SUPPORTS R=1800# W- 3.50" R=1800# W= 3.50' PLT. TYP.-ALPINE SEON-- 42316 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875 AL:IN ENSIHEEHED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CME DESIGN CRIT:TPI REF ** IMPORTANT)(*SN..L NOT 6E RESPONSIBLE FOR ANY WARNING IN HAHDUT$. ERECTIDN AM DEVIATION FROM THESE SPECIF! ,TIONS OR ANY DEVIATION FF04 BRACING.SEE '6617-76'. 18MCIN6 HOOD ITBAMM' Jv,:tlfl�.,(�.c TC LL 30 .0 PSF DATE 01/31/91 HOLMES TMS DESIGN 00 ANY FAILURE Tt UILD THE TRUSS IN CONFORMANCE COMENIIART AND RECOMMENDATIONS-TPI). SEE � �Q�• �l�'� WITH THE •QUALITY STANOARO O°. B' BY TPI. ALPINES CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- ! V �T S TC DL 7 .0 PSF OR WG ARE MANUFACTURED FTOM 20 ..%UGE GALVANIZED STEEL UNLESS NEW BRACING REOUISEMENTS. UNLESS OTHERWISE • : N0.34569 R OTHERWISE SHOWN, NESTING HEQH:AEMENTS OF ASTM "46 GRADE A. SHDW". TON CHUM SMALL BE LATERALUY'BR)L'!lf T LUMBER 0 •� ENG :1L 10 -0 PSF —ENG APPLY CONNECTORS TD BOTH FA S AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEI+IQIK,�, :'� TOT.LD. 47 .0 PSF 0/A LEN. 37-0-0 SOWN. BEARING WIDTHS ARE I' -ONINAL UNLESS OTHEiNISE SHIDOW1.1 60YTON CNOO WITH RIGID CEILING OR Alp '�f`•/ _• �� DESIGN STANDARDS CONFORM .STH APPLICABLE PROVISIONS aF As SPECIFIED ON oESIw. DDNDT tw,s ,F •.„•” t��•� DUA.FAC. 1 .33 AMO5 AND-TPI IPCT). DESIGN WITH PIPE SETAlOAIR TREATED L -NAS AL _i1tG A+A, `- !-TPS - TRrSS PLATE_j TTTUTE. NDS - NATIONAL DESIGN 5P'ECIFIGT IO'H FOR MOOD CONSTit!'T ON •' }NH .MNp�"` SPACING 24.0" TYPE N M 2 5?9 23 N 15 T R NP 1Z SCO i 19.p3 16. 25 536-71 77 A IWEITH 0.29 6,3318.33 ATT 05 369,15 MErhBER 5ESDPPl- WGp IGX0'29 AATERIA ° SAME 6A'ING BRACE;, O.C. 5% IY4 AICS Y GONTRAGT OR. #2 ed 15% TEO TION 2XA S0• PIE #3 19% HERWISE INOEI AICS' EREG GNORD 2X4 SO' PINE T UNCESS �r COCATION lop 0• 80 C*EJ35 ARE CENTERS FJp OR T lip, P1 A 160p' G- SEE ORA'S 13 OPTS 6 0 S°CIO SEARIN SHIM ACC SDPP 'i:11,1AIPlARY DRAWING. 5X5 4 tQ11 A 2 .5X4 1 .5X4 2 .5X 5X 10 3X ° o0 1 5X4 2 5X4 tp11 to 5X8 12 2 5X5 70-© 4�# f p 5Y, R-10 SC ACE " _° O C68"8�� ORIS REV i5 `�01 REF 01131191 9_O_O 17-CJ 16-3"90 OVER. SopP CONTRACTOR OESIGN CRIT S p PSF DATE 3C RWG 0— p-0 37-0--1712# w� OESIGN TO ER, ewe SVS S.K 42 TC CC 0 PSF D 'ENG 1" THIS Du2FE ,loN 00 .'�+e-t►r •LF TC p1- 1C ,0 P5F CEN' 3 COPY OF JwJSSE ,ra tw�asEs '1 i i.� lt^: BC DC Q P5F OJ A 42} W` 3.50 FURNISHy,s 1Y�A¢�ll �?s„"7s` ew�10' iµ Pv"""` K0.3;S60 TOS .lD 1 33 E R`8 42318 E;;I*EPES 1�E FOR ewe:., OV�y°'.�,Swi+ 0 aayF �,$�}�{Jjl T��,,ppyy[({{,�� TYP E°N µPINE ,e£W-�6volloM cc„*, "m Fas MESS r ':. z , tyR.F AG' S .� S yy,LL 0 me� ypF�^""� 1N25 .ssw �"SfEAt�yr,,Eam•1.00%, •:��Cr ....:••'y1��' D INC7 At PINE RT ANT y2Fiw1100S r 1N co+Ey` rEM " iNsywov° �[Ri4.�i� ,� TYPIMPsE ,0�110Y,Pl. pP2 S,E0. E 5gpr 14P y At, ° yEilira nas a..e .y�{F►. Fxv- .rrma' S ..wiZED - ..SUE 5' _— T^^ _—A p,S2D. nD Y to C MFR � M tj23 36."11 Nom+ N 97 3p. MID t •50 23' �1 MP j p NPol 5 a 11 033118 33 21 .3 A36 1,11 WA6� Fp M p 0 15 11 16, AIE6 MEMS 0 6E gU W IPp pAp �C X C L'R 0 29 gpME GQ�AC�NG MIP ERI A` 6R@ 6^ Q C. 15% �A110d NATQN CON-�pAC S E #2 KIP 15% E 1NOI p1 O ERECT 1 pR© 2 XA 15�. 91 #2#3 0� pTIQN QE "(Op �MOp;O ZY A SO Q ON 80't �yE85 45 PAN�ERE A F tt P\"AG 130 6E,�0 S�10 QEAP�NG 5EE oRP ` -AW"'G. S X6 6.p0 A 6 0 12 20"�-� 3 50. 1815 2 FjX 1'i 50 13-Q`Q p510A6# la� Q-Q 2`Q �a OvpPap,ZS CjOA OF"SION C 30 0 IPS Op�O 4 NIRA IPSP 3 6QEpEC�ION CO S S,K '+>U' j0 LL pgF �E SEN 1�% p 1?12 DESIF'N t Ext0A c v�•1�fiC,� 1C 0� Id IPSP Ot A F S'r1IS :was°Qj-*SOWO%ts 1—Q—Q A COpY © 1yG sN H"'a ,cs+b s�• Na3:s69 tO-1 •�"d' 9 • '3 t�pF 50„ F1j\A" is WF�C�h ern w"' cso srr. ' t,�r +* a FaC 3_..0„ 319 EUSs�E�° seEF9" e�uC�h a+ ,ao �,sts ss � QACING p,842 EON," A2 µPt�i€� VIANE X1So i 5 .,'t -.rNS .£M0 r[F� .i .rillA �'IMt �r,rrnatH••�r MFa p330 33 21 .le 38 pTS pGN��g( f a0M OCP_P.a 0.2 g 6-A2 10 33p5 W�6 A Fp 0 1 0 OE �OPP, G lA,1��CT NP pN5 6NA P 'c- . *2 KO 5E INO E�AIS EP� �• S 2X4 42 5p.. p1 E #3 ,9% UN�Ep5 OE\060 ON 0 TOp �\AOVO A ovo 20 50 Pip ON f10 0 JV BO WEp �S APO 6�;6 j X60 -f O OEpP1NG- dR pL�. pPWGS• N MG � .�5 �0 SO Q�►� �gN M p`� SvppOP 5 g 5X5 � i2 e Oo X 6 5 1�p_o 5XQ 1P1�� 2 • oo ..--�" 6. �j i�5X6 p`0' ay�040# w� 5Cp�E ��g1 A PEf 113 c V PE .•NpI pATE t 9`p`� -0 �0..gvpPOA�5 N�PpC-SpP OESIOy Ca130 •p PPS 13`0'p ,�� 3'`3 p pV�R 3 5p• �ZpN CO e,S'Kt"'�., SC 0 P W= EaEC ��f. t •� OL 1�Q • 5f 0/p 31�R,l�12R OES�GN Sty xa�It" 'Jyy.4�,ESC�l�% •z SCC pL /� 0 p5F cop Of SN15 'LN;uL+� + r ;ossys.moi; so z Na 3is�p s 8 p� Lp '! 3 �'�PF fl N p C N N6 ,""prs "'' FVaNIsG' LWirw A232p 1� sYr, L� r �,L�,��n `.,} ram a. IfRED, ..•` uP .., do 1NL _. t18 91�_m.,•tMG _,r!o".. ++• ••.. TS 9 THIS QWG PREPAREQ FROM COMPUTER INPLIT A M N 1 SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 7,77 15.03 19.97 28.23 35.71 SOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 S0. PINE #3 19% BC X-LOC L-R: 0.29 7.77 16.33 .18.33 28.23 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED.BY ERECTION CONTRACTOR, SHIM ALL SUPPORTS TO SOLID BEARING. PRELINUNARY DRAWING 5XIO 5X5 2 . 5X4 6.00 2 . 5X4 (A 1) 5X5 (A) (A) 6.00 A) 2 . 5X4 (A1) 1 . 5X4 12 6.0 12 3X5 0 5X6 3X6 5XI10 2Q-8-7 1-0-0 15-0-0 15-U0 17-0-0 1-0-0 16-3-9 C4 2-0 8-8-7 1.0 37-0-0 OVER 3 SUPPORTS R=842# W= 3.50" R=1712* W= 3.50' R=1046# W= 3.50' PLT. TYP.-ALPINE SEAN-- 42322 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875 ALPIN'fNSINffTEO PNDIAIC,S. Iwc. ,rr. s AEwIfE"IAEf CAPE j DESIGN CRIT:TPI REF **IMPORTANT**swuu ,aT I AfSPO1PTu l ,w'WARNING IN wmxiwrh EAecrla+ allo t1�5�`k � IN]$ DEVIATION TWK iwr f►u Izo xt D R[,HU68706 OR AM OIN CO FOFIw ME CaM1EWAM AM FlECOMENWTIb6�I) .laam '1J�4.I�ttFI{'��1.a TC LL 30.0 PSF DATE 01/31/91 '^"•+ITT STUOAAD wtiv By TPI. ALPINE COIIECr TNIS DESIGN FOR AWITION4.SPECIAL PEAwh- �s ' TC OL 7 .0 PSF DRWG Na 3i&69 r #Q.Q P : sALv�wlzw sly WENT eA.clNc AEouIAEwEw,s. u+.Ess nn1lr� ' . •s BC: OL 5F —ENG ,446 SSUM A. slaw. TCP C"m SNALI.9E ixnW*rtrgldw+ !� ,�T�t�j p�� , N,rN PAOPfILr •T,AL7Ep pLY11pOD na" :'F'� (D?'.•`4.•'" TOT,LD. 47 .0 PSF 0/A LEN. 37-0-Q '••.;�RF�,�,tyMr DUR.FAC. # . 33 - MFA M tt 3°•31 2A 15 Mp1�t p5 1 11 03 127 38 36 7, CN W1t gY µP'P P 36,X91 61 5� 16.33 .WEB MEA B 10 BE 50Pp�'1E�. WG FA PaR G X'L oG `,a. 0.29 SAME eP0I,pG MaZEFl1 tN BC X-L BRACE„ 0 C• EN At ELY „ AND lAl 6d h I N G N�aAG�S OGCDPA Ep 8E1N�P W LI Pai SP�IGE CZ CE OG Pp1 PANE #2 KD 1 5E vo1 � ERE CNOAQ�SNPE 0 8 a0M p a NIX S 0 a 2xA SO PIE #3 lg� SS old e GA•�10N DE ALN�OpOANEE LE�GZ pANE�S (Op GNOP �XA s0. ED'50- ONFJ010Nt IYP� p�pjE SNov O PtO1 OCG 601 p`A ES 0 role li iD BEAa1NG. DpwG5•• is �0 50A- '�°� V�`WI�fG SAN M P`G SUPpDP S 5X5 5X5 2 5XA 5X5 A�_n 6•°0 302 5XA 3X51a1� 5X6 1„0-0 3XA �p,�l 2 Xq 6.0 12 � 2o,e�� 5X 1g33* SCALE r 1 _--- � 5•A• AEF f 39� Ij jPI F BatE 01 g 1?,0� 0 �g-0`pPDaTS GtON DE`'LGN CA 30 .0 PS gpWG •0 PSF S.K.t tG ON 0 0 PSI a LEM' 3?, A-032 OE51GN t elk � v r��f i��T E' t C -,o I PSF °1 F tH1S �r 5piwra c jJ00Ex Y >;4,Na r6by 0 C0P ,N ,w tpi, ZG '1 t = 3 5° FUA o u+ ''" I + 'c� ►naz v ° �Yc4� i4a NL o °�. F• A A# W 320013 3 ENa�NEce� iVA "' �, Faa �,�"`5 ':9t�f P-133 A2 wv►'E Y at c t"11 0 '"� ,%ae°�`s�,wa man y eE °ems. a.., �tRED SE�N�' .. T Yc 1c 9Wu,nlb tN.n&5 1N i•ael�tCF,'(dF�'' N( �p CN fi►4'��U,,N4 TNt1 , r�r..1!!11�.r TS 918-20 Til THIS W PREPARED FROM COMPUTER INPUT (LOADS & OIMENNS) TT Y TRUSS MFR. TOP CHORD 2X4 SO. PINE i2 KD 15% TC X-LOC L-R: 0.29 6. 19 11 .85 17.50 23.82 30. 14 36.71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 11 .85 16.33 18.33 27.38 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) iX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS.• 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. PRELI,�;I�i RY �� 5X5 NG 3X6 2 . 5X4 2 . 5X4 3X6 1 . 5X4 s � 1 . 5X4 .00 (A) 6.00 2 . 5X4 (A1) (A) 2. 5X4 (A1) 1711 2 . 5X4 6.o 12 5X6 5X6 10 51b 20-8-7 1-0-0 17-6-0 19-6-0 1-0-0 i 16-3-9 2-0 m8-8-7 37-0-0 OVER 3 SUPPORTS R=842# W= 3.50" R=1712# W= 3.50" R=1046* W= 3.50' PLT. TYP.-ALPINE SEON-- 42324 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. 1675 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE DESIGN CRIT:TPI REF **IMPORTANT**SMALL NOT RE RESPONSIBLE FOR ANY W A RN I N� NUD IN LIN. ERECTION AND DEVIATION FROM THESE SPECIFICATIONS OR ANT DEVIATION BMCING.SEE .•WT-75',WRACINS WOOD TQUSBM � ( TC LL 30.0 TSF DATE 01/31/91 THIS DESIGN OR ANY FAILURE TO BUILD THE TAM IN CO FORNUrCE CONENTARV.M RECOMMENDATIONS -'TPI). WE J 11F1•ti�'�� H O!.MES WITH THE 'ORALITY STANDARD 05TS0' BY TPI. ALPINE CONNECT THIS DESIGN ADDITIONAL IECIAL PERNA— >:' TC DL 7 .0 SF DRWG 4 �n,.t T = ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEM BMCIN:REOUIREIEMS. US.ESS OTHERWISE i OTHERWISE SHOWN. IEETINS REQUIREMENTS OF AST" AMS GRADE A. SHOW. TOP t'4AD SHALL E LATERALLY. •: �af��'�4 I -'� BC OL 10.0 -SF -ENG LUMBER APPLY COMIECTORG TO GOTH FACES AT EACH DINT AND LOCATE WITH UTDPE ' ATIALTEO RSVIIOOO TOT:LO. 47 .0 #SFO=/ALEN. 37-•0-O DVM. WART G WIDTHS ARE A' NONINAL UNLESS OTHERWISE SHOW. BOTTOM CHOF HITN RIGIO CEILINGM OBBIW BTAIOARDS CONFORM WITH APPLTCARS PROVISIONS OR AS SPECIF) T ON UTSIBN. m ,S)Q� OUR.FAC. 1 • 33 -'IDS AND-'TPI (PCTs. DESIGN WIT. •1M KTARDANT � SPACING 24.0YPE JQBTS 90-20 T12 THIS QWG PRFF'AR I FROM COMPUTER NP )T OA S & QIMENSIQNS) SUBMITTED RY TRUSS MFR. TOP CHORD _2X4 SO. PINE 02 KO 15% TC X-LOC L-R: 0.29 5.03 9.74 14.48 19.22 23.82 26.03 BOT CHORD 2X4 SO. PINE #2 KD 15% 29.97 36.71 WEBS 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 5. 15 9.74 14.48 19.22 24.00 26.00 : W1-2X4 SO. PINE 12 KD 15% 29.85 36.71 BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC 2 23-11-09: 1 BLOCK 12" LONG - 13 160 NAILS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOJNT UNLESS OTHERWISE INDICATED. SHIM ALL SUPPORTS TO SOLID BEARING. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. /--ID- L-PLFNUOU LOADS--------- / _:CpNCENTRAXE00�0ADSMAG\ TC TC 74'0 74.0 5.00 I 130.0 130.0 23.67 1C 3 155.0 165.0 30.00 7C 4 74,0 74.0 37 00 BC 1 20.0 20.0 5.00 BC 1 5.00, 400 BC 2 35.0 35.0 23.67 BC 2 30.00 760 BC 3 45.0 45.0 30.00 DC 4 20.0 20.0 37.00 PRFLIM1MAR Y ORA WiNG 3X6 (A1) 5X10 2 . 5X4 5X5 3X8 5X8 4X12 5X5 6.00 2. 5X4 (A 1) I 6.00 1 . 5X4 3X4 5X12 5X8 6.0 i ,t i2" 12 4X6 5 X 7 6 13-0-7 1-0-0 5-0-0_125-0-0 T 7-0-0 1-0-0 23-11-9 2-0 011-0-7 37-0-0 OVER 3 SUPPORTS R=1728# W- 3.50" R=45050 W= 3.50" R=5750 W= 3.50' PLT. TYP.-ALPINE SEON-- 42326 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.18?5 ALPtIE ENGINEERED PRODUCT& INC. TIRAiS S SWIPE EaTFENE CARE DESIGN CRIT:TPI RE, **IMPOFITANTXiE y NOT of IFsv016ISLEFa ANrWARNING ,N N1ANc,INO ERECTION AND �,�U$,5,1. DMATION FROM THESE SPECIFICATIONS OR ANN DEVIATION SRACINS.SEE •SM-7S•.t .ACINS WOOD TN)SKS J ) TC LL 30.0 PSF 0A':= 01/31/91 THIS ossla OR AMY FAULDE To WILD THE TRUSS IN CONFORMANCE COMMENTARY AND IECOHE:1AT10NS-�TPII. LEE � .••atlfj+�! HOLMES f��. .� T WnH THE •wALITY STAIDAND 05100.0Y 1►I. ALPINE COWECi THIS OEsm ran Ami .*HAL SPECIAL oma- �� .,.�;,, J,tiE^a C DL 7.0 PSF OP VG AM HANLIFACYLS" FROM EO GAUGE ULVANIZED STEEL LOUSS IFN?ORAMNS REOUIIENE`.il. tKESS D 1� ,'� H(� PE OTHERWISE SON. IEETNi REDUITEIEM1s OF ASTM AAA6 SPADE A. SHOWN. TOP CHOW SHAL. lE LATE1MlLr � •C = � '�9 bC DL 10.0 PSF =NG LUMBER AIRY CONECTORS TO SOTN FACES At EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHM. 1LYND00 SHEAT SHOWN. MARINO WIDTHS ARE A• NOMINAL UNLESS OTENWIZ sHwn. 001109 CIO o WI I" RIC-J ttn,NS 011 IM 7 ��E.� yUG iTOT,.Lt3. LEN. 37-0-0 DSSISN STANDARDS CONFORM WITH APPL,CASLE PROVISIONS OF As SPECIFIED DN SEL MI 00 NOT LMS THIS ;..:.; ' r•«••''t♦•� "IDS AID Al►I 1FCTN. DESIGN Wilt.PIK KIA,001T TREATED L11lEII:. .,',*.,T •AI�IjG�p`�jK., --lPl - ?FUSS RATE INSTTTUTE. NUS . NATIONAL DESIGN SPECIFICATION FOS-4•.G COMB? TION �-<y! -'111 SPACING 5EE ABOVE Tl '� TS 91B-20 T13 THIS )WG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSTONS) SUBMITTED Y TRUSS MFR TOP CHORD 2X4 SO. PINE #2 KG 15% TC X—LOC L—R: 0.29 7.03 13.32 19.64 26.03 27.97 32,23 BOT CHORD 2X4 SO. PINE #2 KD 15% 36.71 WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 7. 15 15.48 24.00 26.00 27.85 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. AR DRAHrIiVG 3X6 5X5 2 . 5X4 3X5 3X45XIO 2 . 5X4 (A1) 1 . 5X4 2 . 5X4 (A 1) 6.00 (A) 12 6.00 2 . 5X4 3X5 lz 6.0 12 2 . 5X4 _ - 3 X 6 5X10 6' - 13-0-7 1-0-0 7-0-0 21-0-0 9-0-0 1-0-0 23-11-9 1-2-04(11-0-7 37-0-0 OVER 3 SUPPORTS R=1037# W= 3,50" R=2186# W= 3.50" R=376# W= 3.50" PLT. TYP.—ALPINE SEON-- 42327 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. 1875 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME C+IE DESIGN CRIT:TPI REF **IMPORTANT**SHALL NairsE RESvo1sme ram ANY WA RN I NG IN HANDLING. ERECTION AWO DEVIATION IRDN THESE SPECIFICATIONS OR ANY DEVIATION FROM SAACING.SEE •9MT-75•.UNIACINS WOOD TIV& s: -AUS94 TC LL 30 .0 PSF DATE 01/?1/91 SHIN OESU'N OR ANY FAILURE TO BUILD 71E TRUES IN CONFOAMAICE COMEMAAY AND RECOMMENDATIONS-♦TPI). 3EE ♦ v•'••»»� ti HOLMES r �zioLt�FjC'L�t^ TC DL � .0 PSF DRWG MIT THE UALITT STANDARD MISS" BY TPI. ALPINE CONrECTOM THIS DESIGN FOR ADDITIONAL SPECIAL P: M►- (+. •�,.,.'L ARE NANO CTUED FROM 20 GAUGE QAIVANIIED STEEL UK.ESS NEM BRACING REQUIREMENTS. UNLESS OTHE 4 f �aN:I•- li A. :BC DL 10 .0 PSF —ENG LUMBER OTIERMIfE .,1orA IEETIINS NEQUIRBENTB OF ABTN AAAB GRADE sHN1111, TOP cHa1D SHALL WO L.TERALLY - 3f .0 ; - APPLY CO tCTOIi TO SpiN FACES Al EACH JOINT AID LOCATE AS MITN PROPEp.T ATTACHED PLYWOOD f1EA 3 ;��r • F ft101B1. S[ AIM MIOTM AR! A' NOMINAL UNLf"33 OTNCIVISE SHOMM. BOTTOM CHNOMI MIT" RIS/D':[[42M 011 N IM L f S�TQT.L D• 47 0 PSF 0/A L_N• 37 0—0 OEfISN 1'MOAIDf CONFORM WITH AP+I.ICASLF PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT TIR! T1 ••• . 1 . 33 .IDN AID I►I Irm DESIGN WITH FI1!F�TAiNCANT TRATED L1► e�:. •+�RFp,ry=CAN�..`'t .,'I - TRUSS RATE INSTITUTE NOS- NATIONAL DESIGN SPECIFICATION FCO WODJ CONSTRUCTION f1 ,L ft . ISPACING 24.0" TYPE j MEP TT Y �67 20.33 25.57 31.23 1A. AP FPM M�p, P 0.29 A.77 6 AB 2A.00 26.00 36'71 tH w P p SC Yl- 16A.00 R 30.29 9.15 6C X_Loc L UppppTS TO SO4I0 6ExRINC'' A KO 15% SNIM12 v N0R0 2x A S0 pI1 3 ig%16%Lf-ss OTHER%se Of I Al S. g0j CWE84 2xA So p oN �OIW op. ?LASE LOC CE 4l �6APE0A'F FOR SEE 6 16 0Rw S 130 PRELIMINARY DRAWING 5X5 Q 5XA tA-1) 3X5 � .5x 2 • 2 50 5X5 1 5X4 2 5X4 tp11 tr 6,0 12 5 p 6-00 3X 500 . 3.50" i 75 ?f 0-7 �goti w 2'p C!i" SCALE 23 1 5 3.5- pEV i5 A.7 REF J 3.1 '9'� 9"p-p 17_p-0 p pVEp S�pPORp�2j$1 w CONTRACtOR �SION CRIT jp a pgF pASE pI 37-0- TO EREC"tION TC LL 30 . 7 •0 p5F 0RW0 I-0-0 S DESIC'N EXTFEOECO- SVSskC DL p pSF -EKE 37` -p OPY OF TNI TSS y? tvE vecTxa+ �+' �J�;�ttft �� C �p 01 A LEN $ w. 3.50,. FUR�ISN A C s++c. ING ;' =IsOL �p pSF R=1x39 42326 s,EE� �gQlfTrop ""W�'P„4.s�' ,a,sscsW rcr►'` • : N0.3�Sb9 •: t n• I •3 SEpN WN µ•Ps'E64E� � Tta1_--•,� �,�„ I�,''oa+ % v � .�t f �T,jpy�O,t ? C. '2A.0 • 1YPE NEC 9 UP "CA n118� AQUI t►lL + r{��7iiVr' TYp•—A1-pIcsysc�sso44T1E Tw�90 col ,E1it PAIRS c+,o�n'"�+`. F,v+w rt i�!''•....»'�5,� PLTT4�eus`° .1Pt „n ° 111A an 4 .''•.(RFD sft� _....tid F�1� w9'4T ._.naED gT�a1f►• PN4'E�' _ (11440 Rot trt�.. -',F_::.'�.. s• T THIS w PGLPAQED FROM COMPUTER INPUTA M N M TT Y -TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KD 15% TC X—LOC L—R: 0.29 5.77 11.03 17.50 23.97 30.23 36.71 BOT CHORD 2X4 50. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 12.00 24.00 26.00 30.23 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. • 130 & 160/16OA—F FOR TYP, PLATE LOCATION DETAILS. Bd NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. 1 R,gWit 5X5 3X4 5X5 2 . 5X4 (A 1) 1 • 5X4 2 . 5X4 1 6.00 (A) 2 .5X4 (Al) /� 6.00 5X8 17- 6.0 l 12 1 . 5X4 ?3 - 5X6 5 i3-0-7 1-0-0 11-0-0 13-0-0 13-0-0 1-0-0 23-11-9 1-2-64(11-0-7 low 37-0-0 OVER 3 SUPPORTS 8=1059# W= 3.50" R=2122# W= 3.50" R-4180 Wa 3.50" PLT. TYP,—ALPINE SEAN-- 42330 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 AIPIWB:ENBINF£iEt! PRDdICT& sNc. iTT ms BEBusxE EATREIE CAIS DESIGN CRIT:TPI REF **IMPORTANT**sXMA XOt ae:xsPOlaI/Lc fox IALWARNING IN NAIgLIW, ottnw NO IUS�S. tm.%nm Pm Tim spariDAtIONs OP AMY QMAnON NM BMCINs,sTt 'WY-76•.DWMCINB MOOD TIMM "'� "�j TC LL 30.0 PSF DATE 01/31/91 HOLMES K H THEE''WALI00�STAIUM NQAAD TO WUM QBTM'BBYTTP7. AB INE COMMM E TTM5�GN FOR T MCM acw Tpl). so1, Z?�+�'R4i !„'� .TC OL 7.0 PSF DRWG AIE X~ACTUM FROM IID YAM BAIL\."LIED STEEL UNLM NEXT WRAtINB IEBNIIEIENrb. tmLm O , HQ'g{,g691" COL 10.0 PSF –ENG -^•• NKTINR MWIRE 0"A Wo AMB BRADS A. BNOM/, top CNOTID 0411 K LATI MLI.Y '3 `' w - �•^' JOINT AND LDCATE VITN PAOMLY ATTACW M PLYWOOM BhEA '*k' ', y`� 47.t} PSFJO LEN. 37-0-0 —rTON ONOPC WTN IIIIio C[n.114 OR hM: •t 6��` �-..� no Not U*TV= ,,. ., PAC. 1 .33 e '�)\QT TA6 THIS DWG. PREPARED FROM COMPUTER INPUT (LOAUS & DIMENSIONS) U M TT Y TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 6.77 13.03 17.50 21 .97 26.03 31 .21 BOT CHORD 2X4 SO. PINE #2 KD 15% 36.71 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 6.77 17.50 24.00 26.00 31 .21 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DAWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. L)RAw��tG 5X5 1 . 5X4 5X5 2 . 5X4 1 . 5X4 2 . 5X4 2 . 5X4 (A 1) 12 6.00 6.00 (A) (A) 2 . 5X4 (A1) 3X5 3X 10 IZ6.0 12 1 . 5X4 3X6 ?1 — 5X10 6 13-0-7 i-0-0 dI 13-0-0.(_9-0-0 15-0 0 1-0-0 23-11-9-1 -2-64(11-0-7 37-0-0 OVER 3 SUPPORTS R=1036# W= 3.50" R=2188# W= 3.50" R=375* W- 3.50" PLT. TYP. •ALPINE SEON-- 42332 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUDE EXTREME CARE DESIGN CAIT:TPI REF **IMPORTANT**SIULL NOT eE NESPONSIEIE FDR ANVWARNI;IG IN HANOLINS. ERECTION AMEN �,1U$'S DEVIATION FROM TIESE SPECIFICATIONS OR AM DEVIATION OIACING.5- 'BMT-7'5'.ISRACINS WOOD TRUSSES: J•.• •'�� TC LL 30 .0 PSF DATE 01/31/91 Hi: LMES THIS DESIGN ON ANY FAILURE TO BUILD THE TAM IN COFURIAINCE CONNENTM. AND RECOIEIOATIONB-ATPI) , EEE (� ,.•'G�Kt��/(f`•ti�� WITH THE •SIIALITT STANDARD OSTSS' SV TPI. ALPINE COGECTORS THIS DESf FOR ADDITIOML SPECIAL P'�N- P �dn:#i\t0� TC DL 7 .0 PSF DRWG AN WMfAVU1ED "ON 20 GAUGE GALVANIZED STEEL NENT BRAC b REOUAENENTS. OLESS 0 OTHERWISE GNDNAM. MEETING REQUIREMENTS of ASTH AMS GRAIN A. SHOWN. T ,CHOD WALL E LATERALLY R �9 = = BC DL 10 .0� � PSF -ENG Ll NBER APPLY CONNECTORS TO DDT H FACES AT EACH.DINT AND LOCATE WITH A1C ALT ATTACHED PLTTOOD SME Rte." �Nw. � •i O. Q/ .0 PSFO/ LEN. 3/—O^0 SHOWN WAXING WIDTHS AME A• NOMINAL UNLESS OREMII•Z SHE1M. SDTTDH Cl RD WITH RIGTD CEILING DII INN .•','4� •. �. DESIGN SCANONOS L•DNFOM WITH APPLICAGLE PROVISIONG OT AS SPEC-.-TED ON DESIGN. OO NOT ow THI! •, F,p} N• ••�`�rFAC. 1 . 3:1 AIDS ANO\TPI CPO). DESIGN w •4 FINE RETARDANT TREATED WHIR: �•H Cy rttl•A^f� ;' �+ T 7 TH15 DWG, PREPARED FROM COMPUTER INPUT NS) SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 7.77 15.03 19.97 26.03 31.21 36.71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 12.25 24.00 26.00 31.21 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH SEE DRWGS. 130 & 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. 5X5 5X5 2 . 5X4 1 . 5X4 5X5 2. 5X4 (A 1) 6.00 6.00 (A) 2 .5X4 (Al) 3X 1019 + 6.ORL ---- n12 a 1 .5X4 Z�— 17 3X6 5XIO 6 13-0-7 1-0-0 15-0-0 5-0-0 17-0-0 1-0-0 23-11-9-12-64011-0-7 37-0-0 OVER 3 SUPPORTS R=1069# W= 3.50" R=2094# W= 3.50` R=437# W= 3.50` PLT. TYP.-ALPINE SEON-- 42333 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. 1875 ALPINE ENOINEUED PFWUCTS. INC. INS=REwiRE MIENE CARE DESIGN CRIT:TPI REF *X IMPORTANT***mu NOT K ravcraJourap &w WARNING IN wArxtw ormom me iIS ' � "tW Few TIM SPECIFICATIONS OR ANY DEVIATION ERACINS.SEE •en-Ts,iBaCIN6 wry TRuoIrEl~ ... '�. TC LL 30.0 PSF DATE O 1 1 4 rAtUAK Ta WILD THE TRAM IN CONFOawNc,E CONY-A lENTAN 00 RECON EADATIONA). ON � �.•�4T f j'�;tilt" -*+e •r TPI. ALPINE Co"cTow TKU OnIsN rOR ADDITIONAL WE' AL FW*v- TC DL 7.U PSF DRWG ""'ll STEEL NENr lNACI►N REwIRc,Erns. LAt Ex:y Npd w ? Nq ++► - A. ,paw. TLV ewe SHN.L t LATER. Lr � 449 i BC DL 10.0 PSF -ENG r Y ATTACHED PLYWOOD .s *°4`�� K`,'+I{*r, D 47.0 PSF O!A LEN. 37-0-0 -'� RIiLO CEILIAf;rp � s� 1 .33 ^^R r Mrt TTttR �f'•.».».• 4�t?., FAG. � 4R- TS giB-20 TIS THIS QWQ. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 6.03 11 .51 17.03 17.97 23.82 30.31 BOT CHORD 2X4 SO. PINE #2 KD 15% 36.71 WEBS 2X4 SO. PINE #3. 19% BC X-LOC L-R: 0.29 11 .51 17.85 24.00 26.00 31.21 36.71 ALL PLATES.ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. 5X5 5X5 5X5 3X10 1 . 5X4 5X5 6.00 6.00 (A( 2 . 5X4 (A1) (A) 2 . 5X4 (A1) 3X 10 3 X 8 IZ'R -6 o 12 1 . 5X4 3X6 5 X 6 1-0-0 17-0-0 1 Q%0-0 5 13-0-7 1-0-0 23-11-9 1 2-0 Oli-0-7 37-0-0 OVER 3 SUPPORTS R=1096# W= 3.50" R=2017# W= 3.50" R=487# W= 3.50" PLT. TYP.-ALPINE SEON-- 42334 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT:TPI REF **IMPORTANT**SNNALL NOT RSPOlEINLE FDII Am WARNING IN NANOLING, ERECTION AND v1WOOD TRUISM V�'. HOLMES �SDEVIADEf,FROM THESE AILLUPE`D WILLD TIE TRUSS IN ACT�ORMANCE LCOSMARY Mp RECSONEpACTiaOw-olPI). FI TC LL 30.0 PSF DATE 01%31/91 WITH THE 'gIIALITr sTANDAIr STM BY 7fI. ALPINE CONNECTORS THIS oESIW FOR AmITIb1Al sPECIAI . ; ;M TC DL 7.0 PSF DRWG ARE NANWACTURED FROM : GAUNE GALVANIZED STEEL UNLESS MEM BRACING IEOUIIEMENTS. UNLESS LUMBER oTIERWIBE WON, MEETING 6/ L LIIE1T5 OF ASTM SPAM eRAA. 90^ TOP DOOM SHALL BE LATERALLY •• L BC oL 10.0 PSF -ENG AIGir CONNECTORS TO eoTK:ACES AT EACH.DING AND LOCATE AS WITH PiDPFJLT ATTACKED 0.YIIODD FIE 0 J •S' TOl D. 47.0 PSF 0/A LEN. 37-0-0 SIKDKGM. BEARING WIOTMS AN +• HDNINAL UNLESS OTHERWISE SIdM. BOTTOM CHOPS)WITH RISID CEILINS OR f DESIGN STANDARDS COFOW. WITH APPLICABLE PR OVISIOG DF AS SPECIFIED ON DESIGN. OD NOT TNLB '•�'.1`. %Z ••N'^�"• �A ED<<TIc+►M,.�... DtJq.FAC. 1 .33 �ND3 AM ATPT IPCiM. OESTPR WIT"FIR RETARDANT TREATm LTaR/tR:' + SPACING 24.0" TYPE _—__.... ...�-..,..- .,.,� _ ..,.•.r.., rreia.sage iFlcAT3lTM FOR NOOO CONSTRMCTI¢ r T19 THIS W . PREPARED FROM MP T R INPUT A Y TR TOP CHORD 2X4 SO. PINE #2 KD 15% TC X—LOC L—R: 0.29 6.27 12.00 17.50 23.82 30. 14 36.71 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 12.00 24.00 26.00 31.21 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO SEE DRWGS.: 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. BE EOUALLY SPACED. ATTACH WITH 12) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SHIM ALL SUPPORTS TO SOLID BEARING. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL TOP CHORD SPLICES OCCURRING BETWEEN " PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND " SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. fw �Y �'R�t►Mrr�a 5 X 5 iNlNG ,t•.. 3X6 1 . 5X4 ` 3X4 3X6 1 . 5X4 ( ) A 6.00 2 . 5 X 4 e tf{jk' 6.00 H (A) 2 . 5X4 (Al) 2.5X4 (Al) �► tri 6 X 86.0 121 . 5X4 J � .rr+gyp i r 2?-19 5X10 5X6 _ f'jj y4• 13-0-7 + 1-0-0 17-6-019-6-0 1-0-0 ` q4-J 23-11-9 2-0 011-0-7 37-0-0 OVER 3 SUPPORTS y . R=1100# W- 3.50" R=2004# W= 3.50" R-4950 Wo 3.50' is PLT. TYP.—ALPINE SEON-- 42335 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE — 0.1875T41d.`x. **IMPORTANT**ALs�NOTES INEERED �ae FFOR INC. TRUSSES IN HANK&IiNNs, VIEINE Cr w CARE CRIT:TPI REF DMATIOM FROM THEE! SPECIFICATIM OR ANY DEVIATION 0"INIME '1017-711%lRACIND WOOD TIRNIM Jv�� so 4b TC LL 30.0 PSF DATE 01/31/91 a • HOLMES ,�;,`, tTHE 'WAUTT sTAOR ANY �w.i�o m7sLURE 70 WILD THE TWO IN s 8Y 7PIPINECDIFWWAME COMECTORS Tenrl�xrARrHIS �Auo�cow1ENDATIaN ADDITIONAL f» . 1`�at�j'1,:�� WG 1A ARE "AmrAcum FRDN z0 sAm sav#mzw STEEL "ENT sRAelm REDulmNENFs. uwm onEna • ' i► t^ C DL 7.0 PSF DR—E VINEANTSE SHOWN. MEETING NEOUIRENORS OF ASTM AAAS GR40¢A. Trow TOP CW00 SHALL EE LATERALLr, COL 10.0 PSF —ENG r LUMBER APRT =WAS TO 007N FACES AT EACH JOINT AND LCZtTE AS WITH PFOPEALT ATTACHED PLYWOOD LEAr�ry�M�i • I• t �4p� * ��T O 47 .0 PSF 0/A LEN. 37-0-0 sWOrN. DEARINS Winne ARE A•NDKINNL UNLESS OTtEII"ISZ 3NOWN. DOTTOM 0100 VIIN sISID CE ILI"s a o} J # aESIGN STANDARDS eONsOnWW WITH APPLTrus PRDvzslcns As YECIii® ON DESIGN. Down t °E ,�ifq ��'�tf} C. 1 .33 IETe .NeS AWN■TFz ucTW. DesIGN WITH FIRE A"DANT TMtATED a fp,eN " .-m .Twrwa PLATE TN4TTTlRF AM ."ATTer\e OFItl—sP tTFT—Tier sin.ner.e`e1YfTrlTT1f" N...eNN :'NG 24.0TYPE T•.,r Ate,' TREE REMOVAL SECTION A APPLICATION MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING! t. Lu l "h 5734 Z141- � 'j F--116 4 6- Property Owner's Name Address Telephone Location of Tree Removal/Site Alteration SECTION B (To be completed by applicants whose property Is zoned residential,Includes an existing dwelling,and which is not presently owner-oocupied) 1.What changes are proposed to the above specified site? 2.What is the purpose of these proposed changes? 3.Specify trees proposed for removal as follows: TREE COUNT SPECIES. SIZE(DBH x HEIGHT) CONDITION S-- 4. 4.Will these trees be relocated on the same property? , 5.If rat,will replacement trees be planted? 'i 6.specify proposed replacement trees as follows: TREE COUNT SPECIES SIZE(DBH x HEIGHT) 7.Attach site plan. (SKIP SECTION C AND COMPLETE SECTION D) SECTION C (To be completed by all other applicants) 'i 1.Site zoning: A 2.Required attachments: Site Plan Indicating: (a)proposed structures (b)utilities and utility access/easements (c)vehicle Ingress and egress corridors (d)staging areas for equipment and material storage (e)location of signage and posting of permits (f)We and location of grade changes (g)all alterations to natural drainage pattern (h)temporary tree protective barters (i)location of sprtnkledi rigation system(commendai orgy) Tree Survey Indicating: (a)all trees with a DBH of six(6)inches or greater (b)species and size of aN such trees (c)all trees of special or unique characteristics (d)each individual tree to be tern oved (e)each individual tree located knrrediately adjacent to constriction areas (i.e.,construction occuring within area of deollne or within 10 feet of stem) (f)aN trees to be relocated on same site (g)proposed replacement trees (h)description of tree protectbn/preservation measures (i)schedule for knplementkg protectbNpreservation measures (j)landscape maintenance plan(cornxnerclal only) SECTION D I agree to abide by the tree protection practloes required by City of Atlantic Beach Code of Ordinances. Froerty Owner Signature Date FOR MY USE ONLY Applicant has been issued a tree removal permit and has complied with all provisions,limitations and "ONDTABIIAMoved 01 By ate Communi y Development Director, . Date (Required prior to issuance of Certificate of Occupancy) NOTE: Refer to"Tree Protection for Builders and Developers"available at City Hall or contact Division of Forestry,8719 W.Beaver Street,Jacksonville, FL 32220,904-781-1434. MAP SHOWING BOUNDARY SURVEY OF LOT 400 BLOCK AS SHOWN ON MAP OF s46Z V.A? G 1AleeefWe- eIA117- / AS RECORDED IN PLAT BOOK 4V PAGES MeJA14 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: C"dr-/Ir" IV*MMS Ceti! ' NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. P O N p P�L�/ ` t ' E.�!fiMdNT "All trees to remain must be FICaded I minimum of 5 ft.from the trunk Of tree. Barricades must be installed BEf F I M Q Q SAO clearing and remain in Place aur ± °b�- ILLL phases Of construction." toopf l I 2 ^ v - is m % n r O IT t I i "oA..wss V a. f- 0 4 3 + V � j � �.'nrar io•'oqa: 0 ,PR4,v.5 D 5/F I /Z" vx IL ` 0 Y O CH I z�� — _•_, •� 0 � A OIL— IS ATLpNZIC S�tce V 0 &10NNG OFf uNNtNG E/�sBMEn/T cV / G v s e-AP"004M4. An FF O e DQ ul1+1 2 j 29 Building and Zonin HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-8•FLA ADMINISTRATIVE CODE CONCIIETE YONUWNT (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. • SVT 1IRAON SVT - a cT - L 8 ,Ta f:I.Q0? CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD S.A.L SMOINo RESrINCTION LJW PONE A� AS SHOWN ON THE FLOOD INSURANCE RATE CL.ARSON AND ASSOCIATES, INC. n ccNTRAI ANGLE • AADNM MAP, COMMUNITY PANEL NO 12007f- DATED .4--"7.09 1643 NALGO AYE.JACKSONVILLE, FLA 32"? A ARC DISTANCE • • CN CNOM DISTANCE Ip C ►DINT Of CUIW AT UR! SURVEYED ✓y'� r �l 19 `✓� / %; -- I ►DINT Of TANOENCT REGISTERED SURVEYOR NIC) 236/ FLA ►.R C. P"' Of REVERSE CURVE SCALE: _��"ZDV ,/pS�c`i 4 .1-114 L ►ac POWof cowouwo cunf FIELD BOOK 414,0 PG. 30,41 _ MAP SHOWING BOUNDARY SURVEY OF LOT 80 BLOCK AS SHOWN ON MAP OF SE'L VA G IAleeFIVe 4&11 / AS RECORDED IN PLAT BOOK *' PAGES M/13A OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: G•e V rd-;( NaN,&:S 44101- NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. low (S F e �-T -cK I�►G PRro • tr 1�2� p. S. Pte , - T;L SSSS � — R• I`i INSv� • $AI TAl FAW Are- veSIT e0 , I SOF F. F9-Z- 41 RZ.41 x A 4,„ 24" O,riC. TI;BIZMoFL. '� 1 WORD gaSE dll �ouG. AFb �vl rox� to-to .� I!2'I AµG• 130t.TS overt• 4e m L. viSQ. �W� 4� �•r. BoT. �4-TFA Cr a u _ SN: 1959 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method Version 1 .0 January , 1991 Department Of Community Affairs Printout generated by EPI91 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , 1991 ------------------------------------------------------------------------------- PROJECT NAME: MASTER PLAN 3708 ; PERMITTING OFFICE: ---------------------- - ------- AND --------------------- ------AND ADDRESS: D�&//..��a%G/�G> �-� ' -------------------------------- CLIMATE ZONE : 1 2 3 BUILDER: CENTEX HOMES PERMIT NO . : --��-�----�,�/-p _��------ -------------- OWNER: _ LZ��A� ----- i JURISDICTION NO . : ----- - -------------- ------------------------------------------------------------------------------- COMPONENT : DIMENSION: VALUE : RATING: VALUE : OFFICIAL CHECKLIST STRUCTURE TYPE: Single-Family ----- -- -------- PREDOMINANT EVE OVERHANG Length: 1 .00 --- ---- ___-__-- PORCH OVERHANG Length: .00 WINDOWS rouble Clear Total Area 164 .00 11 Vertical Glass Total Area 164 .00 ---_---- All --_All Skylight Glass Total Arca .00 WALLS Ext Wood Frame Area: 967 .00 R-Val : 11 .00 Adj Wood Frame Arca . 147 .00 R-Val : 11 .00 -------- --__---- DOORS Ext Wood Area. 21 .00 Ad,) Wood Area: 21 .00 --_-.---_ CEILINGS FLAT Under Attic Area: 1647 .00 R-Val : 19 .00 FLOORS Slab-on-Grade Perimeter : 165 .00 R-Val : .00 DUCTS Unconditioned Space Length ALL R-Val : 6 .00 COOLING Central A/C SEER. 9 .00 HEATING Heat Pump HSPF : 6 .95 HOT WATER Electric EF: .92 -_--- __-- Bedrooms: 3 .00 -__--_-- INFILTRATION Conditioned Floor Area: 1647 .00 Pract : 2 .00 -_----_- AS BUILT POINTS / BASE POINTS 100 - EPI 31 ,016 .37 31 ,759 .65 97 .66 GLASS TO FLOOR AREA RATIO - .0996 ------------------------------------------------------------------------------- ------------= ---------------------------------------------------------------- In Accordowe with Sec. 553.907 F .S . , ; Review of the plans and specifications I Herel-ty certify that the plans and ; covered by this calculation indicates s ;ifications covered by this calcu- ; compliance with the Florida Energy lation are in compliance with the Code . Before construction is completed Florida Energy Code. ; this building will be inspected for compliance in accordance with Section 553.908 F .S. OWNER/AGENT _.-_ -- ------------------ BUILDING OFFICIAL: -------------------- DATE=--------- - -- � - ------------ : DATE: ------ i *. PRESCRIPTIVE MEASURES ( Must be met or exeeded by all residences ) ** -------=----------------------------------------------------------------------- COMPONENTS SECTION REQUIREMENTS - ---------------------------------------------------------------------------- Wl"DOWS 904 . 1 Maximum of 0 .34 CFM per linear foot of operable sash crack. ------------------------------------------------------------------------------- EXTERIOR & 904 . 1 Maximum of 0 .5 CFM per sq . ft . of door arca . Includes ADJACENT DOORS sliding glass doors , solid core , wood panel , insulated , or glass doors only . ------------------------------------------------------------------------------- EXTERIOR JOINTS 904 . 1 To be caulked , gasketed , weather stripped or other- & CRACKS wise sealed . ------------------------------------------------------------------------------- WATER HEATERS 904 .2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements . Switch or clearly marked circuit breaker ( electric ) , or cut-off ( gas ) must be provided . An external or built in heat trap must be provided. --------------------------------------------------------------------------------- SWIMMING POOLS 904 .3 Spas and heated pools must have covers ( except solar & SPAS heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 78 ------------------------------------------------------------------------------- HOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases , piping heat loss shall be limited to 17 .5 BTU/H/Linear Ft . of pipe. ------------------------------------------------------------------------------- & AER HEADS 904 .5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG . ------------------------------------------------------------------------------- HVAC DUCT 903 .2 Constructed in accordance with industry standards & CONSTRUCTION 904 .6 local mechanical codes . Ducts in unconditioned space . must be insulated to minimum R-4 .2 & joints must be sealed . ------------------------------------------------------------------------------- HVAC CONTROLS 904 .7 Separate readily accessible manual or automatic thermostat for each system . ------------------------------------------------------------------------------- INSULATION 904 .9 Ceilings minimum R-19 . Common Walls - Frame R-11 or CBS R-3 . Frame Common Ceilings & Floors R-11 . XX INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST *X ------ ------------------------------------------------------------------- COMPONENTS REQUIREMENTS - ---------------------------------------------------------------------------- PkHCTICE 02 Comply with Practice #1 and the following . ------------------------------------------------------------------------------- Exterior Walls & Floors Top plate penetrations sealed. Infiltration barrier installed . Sole plate/floor joint caulked or sealed . Exterior Walls & Penetrations , joints and cracks on interior surface Ceilings caulked , scaled , and gasketed. DuctWork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with► outside combustion air , doors , and flue dampers. Exhaust Fans Equipped with dampers . Combustion devices see 903 .2 ( f ) . Combustion Appliances Provided with outside combustion air . k SUMMER CALCULATIONS BASE --- ; --- AS-BUILT --- --------------------------------------------------------------------------- GLHSS---------------- ; ORIEN AREA x BSPM - POINTS ; TYPE SC ORIEN AREA x SPM x SOF - POINTS ------------------------------------------------------------------------------- E 24 .00 79 .7 1912 .8 ; DBL CLR E 24 .0 79 .7 .95 1812 .4 S 54 .00 66 .2 3574 .8 OBL CLR S 30 .0 66 .2 .87 1730 .0 DBL CLR S 24 .0 66 .2 .87 1384 .0 W 86 .00 79 .7 6854 .2 ; DBL CLR W 72 .0 79 .7 .94 5385.9 DBL CLR W 14 .0 79 .7 .95 1057 .2 ------------------------------------------------------------------------------- . 15 x COND . FLOOR / TOTAL GLASS - ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ------------------------------------------------------------------------------- . 15 1 .647 .00 164 .00 1 .506 12 ,341 .80 18 ,591 .72 ; 11 ,369 .54 ------------------------------------------------------------------------------- NON GLASS------------ AREA x BSPM - POINTS TYPE R-VALUE AREA x SPM - POINTS ------------------------------------------------------------------------------- WALLS---------------- ; Ext 967 .0 .9 870 .3 Ext Wood Frame 11 .0 967 .0 1 .70 1643 .9 Adj 147 .0 .7 102 .9 Adj Wood Frame 11 .0 147 .0 .70 102 .9 i DOORS---------------- ; Ext 21 .0 6 . 1 128 . 1 ; Ext Wood 21 .0 6 . 10 128. 1 Adj 21 .0 2 .4 50 .4 ; Adj Wood 21 .0 2 .40 50 .4 C, !I NGS------------- ; UA 1647 .0 .6 988 .2 ; Under Attic 19 .0 1647 .0 1 . 10 1811 .7 FLOORS--------------- Slb 165 .0 -37 .0 -6105 .0 ; Slab-on-Grade .0 165 .0 -41 .20 -6798.0 INFILTRATION--------- ; 1647 .0 8 .0 13176 .0 ; Practice #2 1647 .0 8 .00 13176.0 ------------------------------------------------------------------------------- TOTAL SUMMER POINTS 27 ,802 .62 ; 21 ,484 .54 ------------------------------------------------------------------------------- TOTAL x SYSTEM - COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT - COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 27 ,802 .62 .42 11 ,677 . 10 ; 21 ,484 .54 1 .00 1 . 100 .377 1 .000 8 ,901 .76 ------------------------------------------------------------------------------- ��3EiE�iE3fiE3EiE��if��3E�E��fifiE��iE•3EiEiElE*�E*1f�E�E�EiE3E�iE��E�E��E*��E�E�jE�iEif��E�E��E�� » WINTER CALCULATIONS --- BASE --- ; --- AS-BUILT --- - ---------------------------------------------------------------------------- GLHSS---------------- ; ORIEN AREA x BWPM - POINTS ; TYPE SC ORIEN AREA x WPM x WOF - POINTS ------------------------------------------------------------------------------- E 24 .00 -9 .2 -220 .8 ; DBL CLR E 24 .0 -9.2 .84 -186.2 S 54 .00 -28 .4 -1533 .6 ; DBL CLR S 30 .0 -28 .4 .94 -804 .7 DBL CLR S 24 .0 -28.4 .94 -643.7 W 86 .00 -9 .2 -791 .2 ; DBL CLR W 72 .0 -9 .2 .82 -542 .9 DBL CLR W 14 .0 -9 .2 .84 -108.6 ------------------------------------------------------------------------------- . 15 x COND . FLOOR / TOTAL GLASS - ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ------------------------------------------------------------------------------- . 15 1 ,647 .00 164 .00 1 .506 -2 ,545 .60 -3 ,834 .70 ; -2 ,286 .08 ------------------------------------------------------------------------------- NON GLASS------------ i AREA x BWPM - POINTS TYPE R-VALUE AREA x WPM - POINTS ------------------------------------------------------------------------------- WALLS---------------- ; Ext 967 .0 2 .2 2127 .4 Ext Wood Frame 11 .0 967 .0 3 .70 3577.9 AdJ 147 .0 3 .6 529 .2 ; Adj Wood Frame 11 .0 147 .0 3 .60 529 .2 DOORS---------------- ; Ext 21 .0 12 .3 258 .3 Ext Wood 21 .0 12 .30 258.3 Adj 21 .0 11 .5 241 .5 ; Adj Wood 21 .0 11 .50 241 .5 C. ZINGS------------- ; UA 1647 .0 1 .2 1976 .4 Under Attic 19 .0 1647 .0 2 .00 3294 .0 FLOORS----------- -- Slb 165 .0 8 .9 1468 .5 ; Slab-on-Grade .0 165 .0 18 .80 3102 .0 i INFILTRATION--------- 1647 .0 7 .4 12187.8 Practice 02 1647 .0 7 .40 12187 .8 ------------------------------------------------------------------------------- TOTAL WINTER POINTS 14 ,954 .40 ; 20,904 .62 ------------------------------------------------------------------------------- TOTAL x SYSTEM - HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT - HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 14 ,954 .40 .58 8 ,673 .55 ; 20 ,904 .62 1 .00 1 . 100 .487 1 .000 11 , 198 .60 ------------------------------------------------------------------------------- WATER HEATING --- BASE --- ; --- AS-BUILT --- - ---------------------------------------------------------------------------- Nbri OF x MULT - TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT - TOTAL BEDRMS ; RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11 ,409 .00 ; 50 .92 1 .000 3638 .7 1 .00 10 ,916.00 ------------------------------------------------------------------------------- SUMMARY --- BASE --- ; --- AS-BUILT --- ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS +POINTS - POINTS ; POINTS + POINTS + POINTS - POINTS ------------------------------------------------------------------------------- 11677 . 1 8673.6 11409 .0 31 ,759 .65 ; 8901 .8 11198 .6 10916 .0 31 ,016 .37 ------------------------------------------------------------------------------- �E EP I - 97 .66 X 1 ENERGY DATA SHEET FOR JACKSONVILLE, FL. NAME DATE JOB ADDRESS ��7, EPI 1. Type insulation in walls � �� L R Value 2. Type insulation in ceilings Batt R Value Loose Fill R Value Sky Lights Sq-Ft. Knee Walls Sq. Ft. Note:No loose fill Insulation will be allowed on sloped ceilings or ceiling areas considered inaccessible.. 3. Type insulation for wood floors.. R Value 4. Concrete slab edge insulation ? R Value 5. Insulation R Value around ducts In conditioned space 6. Type heating system HSPF �'''' AFUE 7. Type cooling system ? SEER 7 6 8. Type hot water heater? � � Ef. . 7 Heat Recovery Unit Solar Dedicated Heat Pump 9. Type glass in windows and doors DC DT SC ST 10. Type exterior doors? ��L� %� � �- 11. Are the dimensions of all windows and doors shown? If not , provide this information on a floor plan,elevation or in a schedule. 12.Size of the roof overhang? /a 13 Ceiling fans in all bedrooms and primary living areas? 1nZ7_` . 14.Is a multi-zone A/C system to be used? ,02L 15.Cross ventilation in main bedrooms and primary living areas? Z&�L 16. Is the building oriented on the plot plan with a compass direction ? If not, draw in on the plot plan. 17 Is there a whole house fan (attic-type fan with CFM Rating of 3X the conditioned floor area)? 18. Infiltration package # 1 # 2 ✓ # 3 19. Attic Radiant Barrier? /ll6z- (See 9-E) I certify that the above is the correct data used to calculate the EPI on the Energy Form submitted,and will be incorporated in the subject job. Signed: