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683 Selva Lakes Cir (vault) BUILDING, PLANNING AND ZONING INSPECTION DEpARTMENT CITY OFATL4NT1CBE4Cff, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: February 25, 1997 Building Contractor: Pulte Homes Building Permit Number: 12843 Address : 683 Selva Lakes Circle Legal Description: Lot145 Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as single family attached Lowest Floor Elevation: 8.5 14.90 required as built BEFORE ISSUING CERTFICA TE OF OCCUPANCY THE FOL-LOWWG ARIST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 2/26/97 ,Rz 9 Planning 2/26/97 2 1.2- Building ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP- INSULATION 1-7 - F7 FINAL BUILDING CERTIFICATE OF OCCUPANCY �:2 - Z) 5 -9 ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # 9 30 NOTES : 4V CITY OF -Ja office of Building official REQUEST FOR INSPECTION /---�y Permit No. Date A.M. �- A Tim P.M. Rec ived calit dre s Owner's Contractor MECHANICAL CONCRETE ELECTRICAL PLUMBING F Air Cond. & BUILD C Rough Wiring 7 Rough E Heating Top Out Footing Temp Pole 7- Sewer C Fire Place Re Roofing 0 Slab — insulation 0 Lintel E7 Final Pre Fab READY FOR INSPECTION A.M. ��Wed ) Thurs. Friday Tues. ime �M ece'ved /PCON RETE E owner's L UIL jBD ot C R. ing Ter (:A M A M. tion Made Final Inspect' Inspec of Occupa Certificate tor Inspec Date CITY OF icial A2 W 6 ;0 office of Build ff 7rtREQUEST FOR INSPECTI Permit No. Date A.M. Time P.M. Received Locality Job Address Owner's actor Name pLUMBING MECHANICA �BUIPI�N CONCRETE ELECTRICA g C1 Footing , J�� E Rough E7 11 ing 11 Temp Pole Top Out Heating Re Rooting 0 Slab Sewer Fire Place Insulation Cl Lintel F— Final Pre Fab READY FOR INSPECT]ION A.M. Mon. es. Wed. Thurs. Friday—PM. P11, Inspection Made nai Inspecti lnspector�7 ertificate of ancy CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027677 Date 2/09/04 Property Address . . . . . . 683 SELVA LAKES CTR Tenant nbr, name . . . . . . REPLACE WATER HEATER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----- ---- - - -------- -- - -- ---------------------- -- BROST, MIKE DAVID GRAY PLUMBING INC . 683 SELVA LAKES CIRCLE 8850 CORPORATE SQUARE CT. ATLANTIC BEACH JACKSONVILLE FL 32216 ATLANTIC BEACH FL 32233 (904) 744-7255 ------------------- ---------------- ---- ----------- - -- -- - -- - -- - - - ---- - -- ----- Permit . . . . . . PLUMBING PERMIT Additional desc . - Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ------- --- ---------- -- ----- --- -- - - - --- - - Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRAC70R OR OWNER- "FAILURE TO COMPLY WITH T14E CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT/=TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION BANK : Wachovia rMIT Check Number : '�qlq Date: Property Address:_ tOYS�-�a lAaf Owner: - --r Telephone 4: ;f?6e-'V 'k Contractor: DAVID GRAY PLUMBING , 1W, - Telephone 724-7?11 Contractor Address: 8850 Corporate Square Ct . Fax 723-5668 Jacksonville , El 32216 In consideration of permit given for doing the work as described in the.above statement,we herebyagree to p,-rfor-.n 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- Plumbina Type: If other construction is being done on this building or site, C3 New list the building permit number: C3 Re-Pipe I/ fWAAVO��Afl- Number of Fixtures: Bath Tubs Showers Closets Sho,.ver Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuino Fee: $35.00 Total Fixtures: X S7.00 + S35.00 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- - --- FERMIT INFORMATION ------- LOCATION !NFORMATION Permit Number : 13815 Address : 683 SELVA LAKES CIRCLE Permit Tvpe : SCREEN ENCLOSURE ATLANTIC BEACH . FLORIDA Class of Work :ADDITION LEGAL DESCRIPTION Constr . Tvre *WOOD FRAME -.3iock : Lot ,, Twr -, Proposed Use: SINGLE FAMILY Section7 0 Subd: Rna : Dwellinas : 0 Subdivision : SELVA LAKES Est . Value : 0 .00 improv. Cost , 1 . 600 . 00 Total Fees , 30 .00 Amount Paid: 30 .00 11are, PaTZI; Ay 2 4*�9 7 Etrq W.) CWNER INFORMkTION ------ - - APPLICATION FEES �Iame, 14APY GOMEZ PERMIT 34) 00 Addr , 683 SELVR LAKES- CIRCLE ATLANTI,"- EEAt2H , FLORIDA Phone' 0,4 '. 2 8- 5 0 1 - ---- -`�-,NTF.ACT,-_-)R !NFORMATI�` Name: BAC'KYARD: CREATIONS IN .' Addr -, '311 FAFK AVENUE ORANi3E PARK . FLORIDA 3207 -k Exp Tvpe: 1 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION. FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I.t Bafp- 4124/97 Receiptt' CHEMS ATLANTIC BEACH BUILDING DEPARTMENT 24c By: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address E-L(/,4-- 4(4 E-,S Date L Heated Sauare Footage @ per sq ft $ Garage/Shed @ $_per sq f I $ Carport/Porch @ $—per sq f t $ Deck @ $—Per sq f t $ Patio @ $_per sq ft $ TOTAL VALUATION: S / (, Co " — / r. n 0 — $ Total Valuktjon 1st $ / 6bc� cnno — J— 0 C� $ Remaining Value $ - a- per thousand X portion thereof TOTAL BUILDING FEE $ + 1/2' Filing Fee $ ( ) Fireplaces @ $15 . 00 $ 0 BUILDING PERMIT FEE $ a 6. WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP ) RADON (HRS) . 0050 SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ ) SURCHARGE . 0050 8 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp_; SwimmingPool Septic Tank well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : �A A-fz- -z- Address : 6e3 'SF_�_QA C,( z -7 —Phone : Lot #_ Block or Unit # Subdivision: Contractor : A-R—Q -C- R�_ v -S State License # C! 0 E5 --1 '2- Address : el I PA-kK AVF_ /, (L Phone No:- Z, Describe work to be 'done : C_,or--1971zi -r� _S A-k_�L� -S -z Present use of building: Valuation of Proposed Construction: Proposed use : &C CL P A-v-i Is this an addition? If yes , what are the dimensions of the added space : - ) 0 -ft . X � I - ft . Will the added area be heated and cooled? b __ New electrical (or increase)? N (D New plumbing fixtures? 0 New fireplace?Nb New Heat/AC? 0 0 SUBMIT THREE COMPLETE SETS OF PLANS , INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT , IF OWNER IS CONTRACTOR. Signature OWNER:. bl�? U-j Date : 0 Signature CONTRACTOR : At6--P Da t e : License Supplied: Liability Insurance : RECEIVED Worker ' s Compensation Insurance:VX1 App 16 1997 City of AtlantiC Beach Building and Zoning 5 MIN. RETURN PHONE #,22fez�l�- /IDNOTICE OF COMMENCEMENT"" 8593 Pg 2298 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real properly, ar:: lr� accOrca:11le Section 713.13 of the Florida Statutes, the following information is statec :r� ,:�,s NOTICE OF COMMENCEMENT. Location of Property� IZ- C ( p C L General Description of Improvements: Owner: Addres s V A Lol t< I p_ Owner's Interest in Site of the Improvement: Fee Simple Title Holder (if other than owner): Name: Address: Contractor:_ RAC r, /1--tj 6 Aj S Address: S(( 2-o Surety (if anyy Address: Amount of Bonds: Name and address of any person making a loan for the construction of the improvements: Name- Address'. Name of person within other than himself, designated by owner upon whose. services or oher documents may be served: Name: Address: STATE OF FLORIDA COUNTY OF wner Sworn to and subscribed before me this -I-1r4 day of A-Prz-v�— ' 19 Personally known C 1—wn e r �- 7- or produced identification. Type of identification produced tLL�and number jky P STANLEY R. KUNE *,6 COMMISSION#CC 609127 EVIRES DEC 19,2000 �NOtaftu`blii`tate o�*Flo�rida Bk: 8593 Pg: 2298 Doc# 97079656 Filed & Recorded 04/15/97 03:07:37 P.M- HENRY W. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL REC. $ 6.00 04/08/97 Cie:'2:3 1'10. 681:� 1?02 PREPARED BY: Book 8561 Pg 1677 JODIE MORGAN, an employee of FIRST AMERICAN TITLE INSURANCE COMPANY 255 NORTH LIBERTY STREET Bk; 6561 JACKSONVILLE, FIL 32202 P 9: 1677 DocH 97047205 Filed & Recorded "et 03/05/97 FILE NUMBER 132376 PEC Title TFor-Taotion 04: 16:24 P. M. FOLIO NUMBER: 172027-5882 5'-,C4 Main Street #2 HENRY W. COOK hey, L 34652 CLERK CIRCUIT COURT GRANTEE'S SSN: 374-86-6505 Ne'-v Port DUVAL COUNTY, FIL - -�L REC. $ 6.00 File No- ;'4LI'd - DEED S 885. 50 SPECIAL WARRANTY DEED MADE THIS 28th day of February, 1997. Between PULTE HOME CORPORATION whose post office address is: 8081 Philips Hwy., Sufte 14, Jacksonville, FI 32256 a Corporation existing under the laws of the State of Michigan, hereinafler called the GRANTOR, and MARY T. GOMEZ, a single person, whose post off Ice address is: 6a3 SELVA LAKES CIRCLE, ATLANTIC BEACH, FL 32233, hereinafter called the GRANTEE, WITNESSETH, that the said Grantor for and in consideration of the sum of TEN AND NO/100 -- (SIO 0o) --and other good and valuable considerations, to it in hand paid by the said Grantee, the receipt whereof Is hereby cknowledged, has granted, bargained and sold to the said Grantee, their heirs and assigns forever, the following described land, situate, lying and being In the County of DUVAL Stale of Forida, TO WIT. LOT 145, SELVA LAKES UNIT THREE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGES 60, 60A AND 6013, OF THE PUeLIC RECORDS OF DUVAL COUNTY, FLORIDA. Subject to easements, restrictions and reservations of record, and real prooprty taxes for the year 1996 and subsequent years, which are not yet due and payable. AND the said Grantor does hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever claiming or to claim the same, by, through and under Grantor herein. written. I n WItness whereof, the said Grantor has hereunto set its hand and seal the day and year first abrove S NED AND SEALED IN OUR PRESENCE: PULTE HOME CORPORATION itL�" I C- LESKI BY: /—,K-�4 /N Atty in Fact & Employee 8081 Philips Hwy,, Sufte 14 Jacksonville FI 32256 Na State of Florida County of Duval The foregoin in t t was acknowledged before me this 26th day of February, 19�97 by _Lj r_ o tion '5- �,p/ Attorney in Fact & Employee, of PULTE HOME CORPORATION, a Corp ra �L existing under the laws of the State of Michigan, on behalf of the orporation. He/She is personally known by me c Ic and did take an oath L ;rin!1Name--.)n He/br Notary Public SHIRLENF 4. KULESq NOTARY SEAL My commission expires- SHIRLENE M KULESIC NOTARY nBLIC STATE OF FLORTDA commLWON NO.CC509399 ML -k -�40v. 12,1999 04/08/97 08:22 Ho. 689 PC, V-7 AS APOW VM W'PLAT QC(* 4J� PAV-$-00 pw "OF- 2-9JOWPOW) PCA7� , -! AID D�a,e -- 7-4 'Olu �AVtW�O40'fp VA LAKES CWCLE VAMEI�) P.R.C- *4tk X Me s X N, N, CO Not *"Z x ze RECEIV CLJ APR 16 1997 city of Atlantic Beach Building and Zoning x 34.50 SW'*21400*'W THE PLAZA (801 R/W) AW4 V., A .IVY INAT M3 *tANDAJtft FOR LA* *W, -^,Mw u4ift gvvml"- 4MW7. FXORW'V* F4*7#0t CMTrY ?I#AT Tg" Aft 00 'AS Vf*W.. L&"64 1w LOT $now ""ON is �" FLOW -AS 0400 Ck IM fteft Ulf 41 CIO MMMUWTY P*Ak Na I U615 - mv, akft AM 27 pf -aar -la P*GE Z4 &*#Evm mm 23im, Rawk *IY JOSt A. F*LL 4,ZY G F- Q�7?3 561VA L.4v,—I-s Cl'r� 3 z to 7-0 P V A p R %TIC BEAC CITY ATIA Iric-Ir OING OF ell L- SID6 F, SID8 3 5 M F, 'PF f.) x-Z/z x Z. coyme 0 ?--A 3 y,-Z- DOOlt SCREENED ENCLOSURES"- SCREEN VINYL AND SOLID COVER 2"x--- BEAM SEE TABLE 4 OVERHANG VARIES 2'-0* MAX. 'W' I FOR MAX UPRIGHT LjENGTHl"x 2' 3-1/2' SLAB ON GRADUERIES NO MAX. (ELEV. SLAB OR ON GRADE) OR RAISED FOOTlNC TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT IAEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF I"x2' PLATE TO BOTTOM OF WALL BEAM) W12 W/2 O.H. ALUMINUM PANEL COVER cr V) 2*x BEAM AND COLUMNS z MAX. COLUMNS, SPACING SEE TABLES V) x 1'x2*xO.040* 'W' VARIES TYPICAL GLASS ROOM NOTES: TH TAPCON 1/4'x2-1/4" LENGTH OR EQUAL 1 ANCHOR I" x 2' OPEN BACK EXTRUSION W MAX. OF 2'-0** D.C. ANCHOR TO WALL WITH 1-1/2- #10 SMS WITH WASHERS 2'-0- O.C. SPACING ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND WASHERS 2. MIN. SLAB THICKNESS FOR SLAS ON r—RADE IS 3-1/2' CONCRETE 3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A' VALUE OF W/2 OR W/2+O-H 4. V IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM LAwRENCE E. BENNETT, P.E. CIVIL ENGINEER& DEVELOPMENr CONSuLTAN-r R 0.BOX 436a SOUTH DAYTONA. FL 32121 PHONIE 1 (904)767.4T74 FAX# 1 (904)767-6556 1 0 COPYRIGHT. 19% 24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRIT-TEN PERMISSION FROM LAWRENCE E.BENNETT. F.E. 05 SCREENED ENCLOSURES'o: SCREEN VINYL AND SOLID COVER ---------- EDGE BEAM SIDE WALL HEADER ATTACHED TO 1' x FRONT WALL PURLIN —----- 2- . 0.044' OPEN BACK WITH MIN. (2) I' x 2' x 0.044'* OPEN BACK ATTACHED #10 X 1-1/2- S.M.S. TO FRONT POST WITH #10 x 2* S.M.S. MAX. 6' FROM EACH PURLIN AND 24' O.C, SIDE WALL PURLINS ATTACHED TO I- x 2" x 0.044" OPEN BACK WITH MIN. (2) po x 1-1/2" S.M.S. IN SCREW BOSSES SIDE WALL PURLINS ATTACHED TO I- x 2' x 0.044" OPEN BACK WITH MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE WITH 1/4" x 2-1/4" MASONRY QUICK SET 0 6' FROM EACH POST AND 24" O.C. MAX. AND WALLS A MIN. i" FROM EDGE OF CONCRETE TYPICAL CORNER DETAIL (4) 1/4' 4* LAG BOLTS WITH 1-1/4- ALUMINUM COVER OF 3' STRUCTURAL FENDER WASHERS PER 4' PANEL ACROSS INSULATED ALUMINUM THE FRONT AND 24- D.C. ALONG SIDES (WALK-ON) 2' x 2" OR 2' x 3' HOLLOW SEE SPAN TABLE HEADER HEADER ATTACHED TO POST WITH MIN. (2) #10 x 1-1/2' IN SCREW 80 SSES CHAIN RAIL AND KICK PLAIL 2* x 2", 2" x 3" OR 3- x 2- HOLLUW 2, x 2" x 0.044- HOLLOW RAIL SEE SPAN TABLES POST ATTACHED TO BOTTOM WITH MIN. FOR SNAP EXTRUSIONS CHAIR RAIL (3) #10 X 1-1/2� IN SCREW BOSSES ATTACHED TO POST WITH MIN. (2) 010 x 1-1/2- S.M.S. IN SCREW BOSSES EXISTING SLAB MAY BE USED IF IN GOOD CONDITION AND APPROVED BY THE BUILDING I'x2'x().044* OPEN BACK BOTTOM RAIL OFFICIAL (1) HILTI 1/2* x 3-1/2- KBII-BOLTS APPROVED FOR 665# UPIIFT WITH STO 1/4- X 2-1/4' MASONRY ANCHOR 0 6' PLATED CUT STEEL WASHER SEE NOTE 22 FROM EACH POST AND 24" 0 C. MAX. FOR SPECIFICATIONS AND ALTERNATIVES 4 (1) 3/8- BOLT FOR 3- POST (2) 3/8' BOLTS FOR 3' x 4' POST TYPICAL UPRIGHT DETAIL LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER& DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX 9 1 (904)767-6556 0 COPYRIGHT 19W NOT TO BE REPRODUCED IN WHOLE OR IN FKRT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, PE. PZ=2 6 SCREENED ENCLOSUREE-0: SCREEN / VINYL AND SOLID COVER SCHEDULE OF ALLOWABLE LOADS/MAX ROOF AREA FOR ANCHORS ANCHORS INTO WOOD FOR OPEN BUILDINGS ALLOWABLE LOAD/Max LOAD AREA(SF) Q 120 MPH WIND LOAD # ANCHORS 1 2 3 4 Dia. ANCHOR x EMBEDMENT 792#/33-SF 1,0560 44-SF 1/4"x 1" 264#/l 1-SF 528#/22-SF 1,1 88#/49-SF 1,584#/ 66-SF 1/4"x 1-1/2" 396#/16-SF 792#/33-SF 1,980#/82-SF 2,640#/l 09-SF 1/4"x 2-1/2" 660#/27-SF 1,320#/55-SF / 52-SF 5/16"x 1" 312#/l 3-SF 624#/26-SF 936#/ 39-SF 1,248# 5/16"x 1-1/2" 468#/19-SF 936#/38-SF 1,404#/ 59-SF 1,872#/ 78-SF 5/16"x 2-1/2" 780#/32-SF 1,560#/64-SF 2,340#/ 97-SF 3,120#/l 30-SF 3/8"x 1" 356#/l 5-SF 712#/30-SF 1,068#/ 44-SF 1,424#/ 59-SF 3/8"x 1-1/2" 534#/22-SF 1,068#/44-SF 1,602#/ 66-SF 2,136#/ 89-SF 3/8"x 2-1/2" 890#/37-SF 1,780#f74-SF 2,6700111-SF 3,560#/l 48-SF ANCHORS INTO CONCRETE FOR OPEN -13UILDINGS ALLOWABLE LOAD/Max LOAD AREA(SF) 0 120 MPH WIND LOAD # ANCHORS 1 2 3 4 Dia. ANCHOR x EMBEDMENT 1/4"x 1-1/2" 757#/31-SF 1,514#/63-SF 2,271#/ 95-SF 3,028#/l 26-SF 3/8'x 1-1/2" 1,057#/44-SF 2,114#/88-SF 3,171#/l 32-SF 4,228#/l 76-SF 1/2'x 2-1/4" 1.443#/60-SF 2,886#/120-SF 4,329#/l 80-SF 5,772#/240-SF THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS ALLOWABLE LOAD/Max LOAD AREA(SF) 0 120 MPH WIND LOAD #THROUGH BOLTS 2 3 Dia.ANCHOR x(LENGTH POST THICKNESS + 112") 8#/294-SF 1/4"x t+1/2" 2,356#/ 98-SF 4,712#/196-SF 7,06 3/8"x t+1/2" 5,300#/221-SF 10,600#/442-SF 1/2"x t+1/2' 9,426#/393-SF LAwP-ENCE E. BENNETT, P.E. CIVIL ENG2iEER&DEVELOPMEYr CONSULTANr P 0.BOX 4368 SOUTH DAYTONA, FL.32121 PHoNe 1 (904)767-4T74 FAX 8 1 (904)767-6556 IGHT TEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. YRI 7BERT T WRIT 2 c COPYR 19W r(NOT TO PRODUCED IN WHOLE OR IN PARTWITHOU SCREENED ENCLOSURES: SCREEN VINYL AND SOLID COVER 0.75' + 0.019' ALUMINUM COVER PAN OR CONTINUOUS OR CONTINUOUS #8 5/8- CORROSION RESISTIVE WAZIER HEADED SCREWS 0 24" H O.0. ALTERNATE #8 x 5/8" SMS 767/7/�� W/ 1/2- DIAMETER WASHER. I- - - - - - - RIGID INSULATION W TYPICAL PANEL NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. 2. COVER INSULATION NTH 0.019' PROTECTOR PANEL WITH OVERLAPPING SEAMS. 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WLDLJFE AND OR INSECTS. 4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8* CORROSION RESISTIVE WASHER HEADED SCREWS. 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24- O.C. FIELD ON EACH PANEL. 6. ALUMINUM END CAP VALL BE ATTACHED NTH 3 #Bxl/2' CORROSION RESISTIVE WASHER HEADED SCREWS. 7. SEAL ALL SCREW HEADS WITH CAULKING. LAwPLENCE E. BENNETT, P.E. CIVIL ENGINEER A DEVELOPMENT CONSUIXANT R 0.BOX 4368 SOUTH DAYTONA, FL 32121 PHoNE 1 (904)767-4T74 FAX 0 1 (904)767-6556 0 COPYRIGHT. 1M NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT PE. SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER C' �MAX. ROOF BEAM SPANS FOR SCREEN & VINYL ROOMS AND GLASS ROOMS Z"x 4"x 0.044"x 0.120" S.M.B. 7' 11'- 5" 10'- 7" 91-10" 8'- T' 8' 10'- 8" 91- 8" 9'- 3" 81- 01, 9' 101- 1" 91- ill 8'- 8" 7'- 6- 10' 9'- 6" 81- 81, 8'- 3" 7'. 2" 11' 91- 1" 8'. 3- T-10" 6'-10" 12' 8'- 8" T-10" T- 6" 6'-16' 13, 8'- 4" T- T' T- 3" 6'- 3" 2"x 4"x 0.050"x TILT BEAM W/ 1"x 2"xO.044" EXTRUSION 7' 13'- 9" 12'- 5" 111-111, 10'- 1" 8' 12'-10" ill- 8" 11'- 2" 9'- 8" 9' 12'- 2" ill- o" 10'- 6" 9'- 1" 10, 11'- 6" 10'- 5" 101- 011 a,- 8" 11' ill- 01, 91-111, g'- 6" 8'- 3" 12' 10'- 6" 9'- 6" 91- ill T-10" 13' 101- 1" 9'- 2" 8'- 9" T- T' MINIMUM D.L.+ L.L. FOR ROOMS LESS THAN 200 SQUARE FEET MINIMUM D.L.+ L.L. FOR ROOMS MORE THAN 200 SQUARE FEET USE THE 'SMALLER SPAN OF THE REQUIRED D.L. + L.L. OR WIND LOAD. NOTE: FOR DISTANCES BETWEEN UPRIGHTS OF 6' AND LESS,THE ADDITION OF ALUMINUM FRAME DOORS AND WINDOWS PROVIDES SUFFICENT ADDITIONAL FRAMING SO THAT THIS TABLE CAN BE USED FOR SCREEN AND GLASS ROOMS LAwRENCE E. BENNETT, P.E. CIVIL ENGINEER A DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 c COPYRIGHT, 19W NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRIT7EN PERMISSION FROM LAWRENCE E.BENNETT. PE. 32 9! 'id REENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER MAXIMUM SPANS FOR ROYAL ALUMINUM SUPER PAN PANELS OF 3105 H-28 ALLOY WIND LOADS CARPORTS, SCREEN & VINYL ROOMS, & OTHER OPEN BUILDINGS O.H. CONDITION NO 0. H. l' O. H. 2' 0. H. 3' 0. H. 2-1/2"x 0.022" 100 MPH W. L. 14'-1 1" 15'-4" 15'—11 1 10 MPH W. L. 13'-3" 13'.-.4" 13'-1 0" 14'-6" 120 MPH W. L. 12'-1 12'-3" 12'-8" 13'-6" 2-1/2"x 0.028" 100 MPH W. L. 16'-11 1 T-1 17'-5" 110 MPH W. L. 15'-2" 15'-3" 15'-7" 120 MPH W. L. 13'-1 0" 14'-0" 14'-5" 15'-1 2-1/2% 0.030" 100 MPH W. L. 17'-g" 17'-10" 18'-2" 181-9" 110 MPH W. L. 15'-1 1" 16'-0" 16'-4" 17'-0" 120 MPH W. L. 14*-6" 14'-7" 15'-0" 15'-8" 2-1/2% 0.036" 100 MPH W. L. 19'-2" 191-6" 20'-0" 110 MPH W. L. 17'-2" 17'-6" 181-0" 120 MPH W. L. 15'-7" 15'--8" 16'-1 16'-8" ALL BUILDING TYPES —LIVE LOAD O.H. CONDITION NO 0. H. 1' 0. H. 2' 0. H. 3' 0. H. 2-lt2"x 0.022" 20 #/SF L.L. 14'-8" 14'-10" 15'-3" 151-1 o" 30 #/SF L.L. 12'-2" 12'-8" 13*-5" 2-lt2"X 0.028" 20 #/SF L. L. 16'-1 0" 17'-0" 17'-4" 30 #/SF L. L. 13'-g" 13'-1 1" 15'-0" 2-1/2"x 0.030" 20 #/SF L. L. 17'-8" 1T-9" 18'-8" 30 #/SF L. L. 14'-5" 14'-6" 14'-1 1 15'-7" 2-1/2% 0.036" 20 #/SF L. L. 191-0" ig.—ill lg'-5" 191-11" 30 #/SF L. L. 15'-6" 15'-7" 16'-0" 16'-7" 1.TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2.THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LIVE LOAD TABLE GOVERNS. LAwRENCE E. BENNETr P.E CIVIL ENGINEER&DEVELOPMENr CONul;�-.�? P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHoNE 1 (904)767-4774 FAX 0 1 (904)767-6556 0 COPYRIGHT. 19% NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, PE. 34- SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER SUN-777 TIF (D 76 mm 25 mm 1260 mm 49.60' PROPERTIES mm -7-7-n. PITCH 76 3 DEPTH 17 0.70 NET COVERAGE 1218 47.95 1 76 3 0 7 4 0 5 9 1 1 ol 0 1 TOTAL WIDTH TRIMMED 1260 49-60 0.8 THICKNESS 1 0.031 RECOMMENDED PURLIN DISTANCE ROOF 1000 39.37 WALL 1200 47.24 WHEN LONGITIJDINAL OVERLAP IS FASTENED. CAN BE 1200 m / 47.24" 61A)CMUM SPANS FOR ROOF PURUNS OF ALUMINUM ALLOY 6053 T--6 FOR SOUo COVERS �OR MAXIMUM PURLIN SPAN: USE MAXIMUM MANUFACTURERS PURLIN SPACING 'w EXAMPLE; SOLD PANEL SPAN 'W' = 4'-0-; MAXIMUM 'L' FOR AN END ZONE PURLIN 2' x 2" x 0.044" EXTRUSION - 5'-0- INTERIOR ZONE PURLIN 5*-10" ONE PIECE EXTRUSION FOR PURLINS AND HORIZONTAL BRACING ZONES PURLIN SPACING END ZONES PURLIN SPACING INTERIOR 2'-0' 3'-0' 4*-Cr 2'-0' -V-Cr 4'-0' 2'x 2'x 0.044'x OAV C(TRUSION 7*-0' 5'-9" 5'-0' 8'-4" 10' 2'x 2�x O-DO OR 2'x 3x OLD-50' EXTRUSION 9'-8" 7'-10" 6'-10' 1 l'-5' 9'-4" T-0, 2'x 4'x 0.050' EXTRUSION Il'-9' 9'-7" 8'-3" 13'-11' ll*-4" PURUN SPACING SHALL NOT EXCEED MANUFACTURERS SPACING LIMITS FOR 35 PSF LOAD FOR WALLS WITH SOLID COVERING HORIZONTAL BRACING SHALL NOT EXCEED MANUFACTURERS HORIZONTAL BRACING LIMIIS FOR A 2b PSF LOAD FOR BEAM SPANS CALL ENGINEER, DO NOT USE SPANS IN THIS SECT10N AFTER DETAILS BEFORE SPAN TABLES LAWRENcE E. BENNETT, P.E. CIVIL ENGINEER& DEVELOPMENT CONSUITANIT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 2 c COPYRIGHT, 19% NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT. P E. 36 'SCREENED ENCLOSUREEW: SCREEN / VINYL AND S-OLID COVER --Tr TF (D SUN 76 mm 25 mm 1260 mm 49.60' PROPERTIES I mm in. PITCH 76 3 DEPTH 17 0.70 NET COVERAGE 1218 47.95 TOTAL WDTH TRIMMED 1260 49.60 R IT E0 C pp H TE H ET C R T" 7 6 3 1 7 0 7 0 OVE 47.9 5 0 AL 1 260 4 9.6 0 0 0.3 1 T T V4 THICKNESS 0.8 0.031 FRECOMMENDED PURLIN DISTANCE 00 1000 39.37 1 ROOF W W LL 47.24 ALL MEN LONGITUDINAL OVERLAP IS FASTENED. CAN BE 1200 mm / 47.24' kjAgmum SPANS FOR ROOF PURLINS OF ALUW"JM ALLOY 60153 T--6 FOR SOLID COVERS �OR MAXIMUM PURLIN SPAN: USE MAXIMUM MANUFACTURERS PURLIN SPACING V EXAMPLE: SOUD PANEL SPAN 'W . 4'-0': MAXIMUM 'L' FOR AN END ZONE PURLIN 2' x 2" x 0.044' FXTRUSION - 5'-0- INTERIOR ZONE PURLIN 5--lo- ONL PIECE EXTRUSION kOR PURLINS AND HORIZONTAL BRACING ZONES PURLIN SPACING END ZONES PUIRLIN SPACING INTERICR 2'-0' 3'-0' 4'--Cr 2'-0' 3*-Cr 4'-0' 2'x 2'x 0.044'x (11V EXTRUSION 7'-0' 5'-9" 5'-0" 4" 2'x 2x 0.093 OR 7'x Yx CLOW E)CrRUSION 9'-8' 7'-10" 6'-10' l'-5' 2% 4% O.QW' EXTRUSION Il'-q' 9'-7" 8*-3" 13'-1 1' 1 PURLIN SPACING SHALL NOT EXCEED MANUFACTURERS SPACING LIMITS FOR 35 PSF LOAD FOR WALLS WITH SOLID COVERING HORIZONTAL BRACING SHALL NOT EXCEED MANUFACTURERS HORIZONfAl- BRACING LIMIIS FOR A 2b PSF LOAD FOR BEAM SPANS CALL ENGINEER. DO NOT USE SPANS IN THIS SECTION AFTER DETAILS BEFORE SPAN TABLES LAWRENCE E. BENNETT, P.E. CIVU.ENGINEER A DEVELOPMENr CONSULTANT P 0.Box 436a SOUTH DAYTONA, FL 32121 PHoNE 1 (904)767-4T74 FAX 1 1 (904)767-6556 2 [c COPYRIGHT 19% OT To F BENNETT, PE. 36 LNOT TO BE RIEPIRIODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. SCREENED ENCLOSURES SCREEN TYPICAL PERIMETER MEMBER DETAIL #1 TYP. SEE TABLE 2 SCREEN TYPICAL 2'*x2* CHAIR RAIL 7vP. ORADE 1" 2" DETAIL #2 TYP. TYPICAL FLAT ROOF ELEVATION A'UMINUM BEAMS SL- TABLE I PERIME TER WALLS AND FRAMING SIZES REFER TO TABLE I AND TABLE 2 ALUMINUM COLUMNS TYP. NOTE: SIDE WALL CABLES ARE NOT REQUIRED UNLESS PROJECTION 'SW` EXCEEDS 29'-0" THEN PROVIDE (1) CABLE FOR EACH 300 SQ. FT. TYPICAL FLAT ROOF ISOMETRIC NOTES: 'W' = SCREEN PANEL SPACING L" = MAXIMUM BEAM SPAN WITHOUT KNEE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO SPAN FROM TABLES. H' = MAXIMUM UPRIGHT HEIGHTS 'SW' = SIDE WALLS CAN BE FRAMED WITHOUT TOP BEAM AND CAN BE SMALLEST EXTRUSIONS ALLOWED BY SPAN TABLES LAwRENCE E. BENNETT, P.E. ClvUL ENGI24FER& DEVELOPMe-rr CONSULTANT R 0.BOX 4368 SOUTH DAYTONA, FL 32121 PHDNE 1 (904)767-4T74 FAX# 1 (904)767-6558 0 COPYRIGHT, 19% NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, PE. SCREENED ENCLOSURES DETAIL #1 GRADE SCREEN TYPICAL SEE TABLE 2 H* 71F DETAIL #2 I" x 2" TYPICAL TYPICAL DOME ROOF ELEVATION NOTE: ALUMINUM BEAM c SIDE WALL CABLES ARE NOT REQUIRED UNLESS PROJECTION SEE TABLE I 'SW EXCEEDS 29'-0" THEN PROVIDE (1) CABLE FOR EACH 300 SO. FT. PERIMETER WALLS FRAMING SIZES REFER TO TABLE I AND TABLE 2 SCREEN TYPICAL CONCRETE SLAB AND FOOTING ALUMINUM COLUMNS TYPICAL TYPICAL SE--- 7ABLE 2 1" x 2" TYPICAL TYPICAL DOME ROOF ISOMETRIC LAwRENCE E. BENNETT, P.E. CIVEL ENGINEER&DEVELOPMENT CONSULTANT R 0.BOX 4368 SOUTH DAYTONA. FIL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 0 COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE:OR IN RkRT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT. PE. SCREENED ENCLOSURES SELF VATiNG BEAM SEE - IAELE (PACE CC, 00-00, I x 2- SNAP EXTRUSIONS TO 2*x 2" W/ #10 x 1-1/2" S.M.S. AT 24' D.C. OR CONTINUOUS 75' 2' x 2" PA110 OR SNAP SNAP SECTIONS FASTENED TO BEAM W/ (2) #10 x 1-1/2' S.M.S. C; 2'*x 2' PURLINS A7ACH TO BEAMS W/ (2) #10 x 1-1/2" ri C) S.M.S. OR SNAP BEAM I OPTIONAL CUP EQUIVALENT 1"x 2' 0 B. FASTENED TO S,m.B, 2" x --- S.M.B. POST W/ (2) #10 x 1-1/2" S.M.S. TABLE 2 (PAGE 00,00-00) BEAM TO UPRIGHT CONNECTION DETAIL 1 1* x 2' EXTRUSION FASTENED To 2" x 2' W/ #10 x 1-1/2' S.M.S. AT 24* O.C, 4" S MB� 5" S M.B. 2" x 2" PURLiNS A7.TACH To Noll UPRIGHT MUSI LJL 6, S.M.d. BEAMS W1 (2) #10 x 1-1/2' NOTCHED FOR 2".2- ROOF 2- 7" S.M.13. S.m.S. OR SNAP BEAM EQUAL PURL INS SQUARES ON VARIOUS BEAM 2" x 8- S.M.B. BEAM OVERLAP CONNECTION TO UPRIGHT SIZES DENOTE 2- x 9" S.M.B. OR GUSSET POSSIBLE SCREW PATTERNS SEE TABLE 3 m (D 0� 2 m m vi V) vi I I I x "I CN C-4 x 'I BEAM TO UPRIGHT CONNECTION DETAIL 2 d-.50' d-.50' I' MAX. '0111CI 10 Ill lot:Alil) 1/4 10 ,/.5 BEAM SPAN AND JENOILS 1-C4EW PATTERN uu) STAGGERED EACH SIDE OF SELF NOT NUMBERI OF SCREWS -EiGHT OF BEAM MATING BEAM .75� -t' 'I- + t + + PLATE TO BE SAME WALL BEAM SPLICE SHALL BE MIN. THICKNESS AS BEAM OF cs-.50" HEIGHT AND I' MAX. PLATE CA% BE INSIDE OR 2 (d-.50") IN LENGTH OUTSIDE HAM OR LAP CUT MIN. SCREWS PER SPLICE x 4' 4/2 TOTAL SIDE OF SPLICE 2" x 5' 4/2 2" x 6 4/2 2" x 7* 6/3 2" x 8* 8/4 2" x 9" 10/5 TYPICAL BEAM SPLICE DETAIL LAwRENCEE. BENNETT, P.E. CIVIL ENGINEER& DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX# 1 (904)767-6556 0 COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE G,BENNETT, PE. SCREENED ENCLOSURES BEAM SET SPACING BEAM SET SPACING SPACING / 2 SPACING 2 SPACING / 2 - -- SPACING 2 ANGLE LOCATION FOR SUPER GUTTER REINFORCEMENT 3' WIDE x 1/8" THICK STRAP AT EACH BEAM 2' x 2" x 0.093" ANGLE �/ (4) #8 x 3/4' S.M.S. AND (2) 1/4" THRU-80LTS SUB-FASCIA fACH SIDE AND EACH BEAM 1/4" x 2- LAG SCREWS AT I" � 2" OPEN BACK 24' O.C. MIN. AND AT EACH STRAP GU TTER SL OR SM BEAM SIZE VARIES RECEIVING CHANNEL 2-1/8' x I" wl (3) #8 x 1/2" TAIL CUT OFF BEAM OPTIONAL S.M.S. EACH SIDE OF BEAM SM13 CONNECTION TO SUPERGUTTER (2) #12 SCREWS w/ MIN. PENETRATION AT EACH RAFTER (PRE-DRILL) #10 x 2' WOOD SCREW AT 24* CC, FF RECEIVING CHANNEL 718' FERRULE / 3/8' x 8' SL OR SM BEAM SIZE VARIES 2-118" x I" wl (3) #8 x 112" TAIL CUT OFF BEAM OPTIONAL AT 24" D.C. LAG SCREWS S M.S EACH SIDE OF BEAM TYPICAL SL OR SM BEAM AND GUTTER CONNECTION LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 0 COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN RkRT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT. RE. 7 SCREENED ENCLOSURES I DETAIL A rt < MIN. 2' 3' x 0.050' OR PER > BEAM TO MIN. POST TABLE 3 LENGTH OF KNLE BRACE MIN. 2' 3" x 0.050- OR PER DETAIL C 10 MIN. POST TABLE 2 THIS MEMBER SHOULD BE MIN. S.M.B. OF 2' x 3" x 0.050" SEE PAGE 9 FOR CONNECTiON 'ABLE DETAIL C TO HOME DETAIL *IDTH REQUIRED FOR GUTTER 'A' --- '8* CANDLEVERED BEAM OVERHANG DIMENSION CANTILEVERED KNEE BRACE 2" x m 2 Ln 04 m #IU x 3/4' Al 3/4" CA:. v 2. -C"ANNILL. OR U-CHANNEL �q�L—� 2" x 2" AND 2" 3" KNEE BRACE CONNECTION DETAIL - A LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER&DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 LIEU= 0 COPYRIGHT. 19% NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRIT-TEN PERMISSION FROM LAWRENCE E.BENNETT, PE. SCREENED ENCLOSURES ---------------, m Li Li Ln V) < > PERIMETER WALL MEMBERS PURUNS AND CHAIR RAILS TO BE SIZED PER TABLE I AND 1" x 2" TABLE 2 (PAGE 12. 11-14-19) DETAIL BELOW FRONT WALL, DOME ROOF, SCREEN ENCLOSURE #10 sms 0.135" PLATE OUT ON 45* ANGLE 1/8' x 1-1/2" x 8' FLAT BAR EYE-BOLT C.P. OR S.S. FOR CABLE TENSION PERIMETER FRAMING MEMBER 1750 LB. STAINLESS STEEL NOTE: (1) PAIR OF CABLES REQUIRED FOR EACH 300 SO. FT. OF WALL AREA DETAIL 1 : TYPICAL CABLE CONNECTION AT CORNER 3-1/2' CONCRETE SLAB (TYPICAL) (2) 1/4- OR (1) 3/8- MASONRY FASTENERS 45* DETAIL 2: TYPICAL CABLE CONNECTION AT CORNER NOTE: SiDE WALL CABLES ARE NOT REQUIRED ON POOL CAGES THAT DO NOT EXTEND MORE THAN THREE PANEL WIDTHS OR 27'-0* FROM THE MAIN STRUCTURE. END WALL CABLES ARE REQUIRED IF THE SCREENED ENCLOSURE EXTENDS MORE THAN ONE PANEL WIDTH OR 9'-0' FROM THE MAIN STRUCTURE. THE USE OF BLIND OR INTERNAL SCREW CONNECTIONS IN THE CONSTRUCTION OF SCREENED ENCLOSURES IS ACCEPTABLE. LAWRENCE E. BENNETT, P.E. CIVU_ENGINEER& DEVELOPMEwr CONSULTANT P.0.BOX 4368 SOUTH DAYTONA. FL 32121 PHoNE 1 (904)767-4T74 FAx# 1 (904)767-6556 C COPYRIGHT. 19% NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, PE. SCREENED ENCLOSURES x 2" OR 2" � 3" POST 2* x 2' x 1/8" ANGLE EACH SIDE ANCHOR I" x 2" x 0 044" PLATE 10 ATTACH TO POST AND CONCRETE AT CONCRETE NTH 1/4' x 2-1/2' CONCRETE LOAD BEARING WALL WITH (2) MIN. ANCHORS WITHIN 6" Or EACH SIDE OF #10 x 1/2" S.M.S. EACH SIDE EACH POST AT 24" O.C. MAX. OR THROUGH 41 1' x 2* EXTRUSION ANGLE AT 24' O.C. MAX. 7 - TAP L 1/4 -CON, T-80LT OR WEDGE ANCHOR 1-1/8" MIN. IN CONCRETE 4 MIN. 3-1/2- SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR VAPOR BARRIER UNDER CONCRETE FiBER MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL POSTS GREATER THAN 2" x 3 1' 2' x 2- OR 2" . 3' POST 1 2* x 2" x 1/8" ANGLE EACH SIDE ATTACH To POST AND CONCRETE AT ANCHOR I" x 2' x 0,044" PLATE TO LOAD BEARING WALL WITH (2) MIN. CONCRETE WITH 1/4" x 2-1/2" CONCRETE #10 x 1/2*' S.M.S. EACH SIDE ANCHORS WITHIN 6" OF EACH SIDE OF 1" x 2' EXTRUSION LACH POST Al 24" OC. MAk OR IIIHOUGH ANGLE AT 24' O.C. MAX. 1/4" TAP-CON, T-BOLT OR WEDGE ANCHOR 1-1/8- MIN. IN CONCRETE 4 4 MIN. 3-1/2- SLAB 2500 P S.I. CONCRETE 6 x 6 - 10 x 10 WFLDED WIRE MFSH OR 4 VAPOR BARRIER UNDER CONCRETE f8LR MLSH CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER& DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX 0 1 (904)767-6556 a COPYRIGHT, 19% NOT TO BE REPRODUCED IN WHOLE OR IN RkRT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT. RE. 13 SCREENED ENCLOSURES MAXIMUM SPANS FOR SCREEN ROOF BEAMS OF ALUMINUM ALLOY 6063 T-6 FOR AREAS SUBJECT TO ICE AND WIND LOAD. AREAS NORTH OF THE LATITUDE OF JACKSONVILLE, FLORIDA FOR SPAN "U' OF BEAM; USE SCREEN PANEL WIDTH "W" FROM DRAWING. EXAMPLE; SCREEN PANEL WIDTH "W"= 4'; MAXIMUM 12' FOR A BEAM 2"x 4"x 0.044"x 0.12" SMB= 16'-1" ONE PIECE EXTRUSIONS FOR PURLINS & BRACING WIDTH "W" 39 4' 59 69 7v 8' 90 2"X 2"XO.044"XO.12" 6--1 1" 6'-0" 5'-5" 4'-111 4'-6" 4'-3" 4'--0" 2"x 2"x 0.093"OR 2"x 3"x 0.050" EXT 91-9" 81-51, T-6" 6'—1 1" 6'--4" 51-111, 5'-7" EXTRUSION AND SELF MATING BEAM SPANS WIDTH "W" 3' 4' 51 69 79 89 99 2"x 3"x 0.050" EXT 1 l'-8" 101-1" 91-11, 8'-3" T-8" T-2" 61-9" 2"x4"xO.044"xO.120"S.M.B. 8'--6" 16'—l" 14'-6" 13'-3" 12'--3" 1 l'----6" 1 0�-4 1* 2"x5"xO.050"xO.120"S.M.B. 22'—11 1 9'�1 1 T—1 14'-6" 13'-7" 12*-9" 2"x6"xO.050"xO.120" S.M.B. 25'-9" 22'-5" 20'-0" 181--.411 1 T-0" 15,-1111 15'—l" 2"x7"xO.050"xO.120"S.M.S. 28'-3" 24'-7" 22'-0" 20'-7" 181-81, 1 T-6" 16'-6" 2"x8"xO.070"xO.224"S.M.B. 38'-2" 33'-3" 29'—1 1 27'-4" 25'-4" 23'—g" 22'-5" 2"x9"xO.070"xO.224"S.M.B. 4 V-5" 36'—1" 32'-5" 29'-7" 27'-6" 25'—g" 24'-3" 2"x9"x0.070"x0.310" S.M.B. 45'—1 1" 4 0'-0" 35'—S" 32'—1 1 30'-6" 28'-6" 28'-6" SNAP EXTRUSIONS BEAM SPANS WIDTH "W" 39 41 59 69 77 89 99 2"x2"xO.O"" 81-01, 6'—1 1" 6'-2" 5'-8" 5'-3" 4'—1 1" 4'-7" 2"x3"xO.045" 10'-6" 91-11, 81-11, T-5- 6'-10" 6'-5" T-1" 2"x4"xO.045" 17'-8" 15'-4" 13'-9" 12'-7" 1 l'-8" 1 0'—1 1" 10'--4" 2"x6"xO.064" 25'-8" 22'-5" 20'—1" 18'-4" 17------0" 15'—1 1" 15'-5" 2"x7"xO.078" 29'—1 1 26'-0" 23'-4" 2 l'-4" 191-91, 181---6" 17'—g" ABOVE SPANS DO NOT INCLUDE LENGTH OF KNEE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO ABOVE SPANS FOR TOTAL BEAM SPAN PURLIN SPACING SHALL NOT EXCEED 6'-8"(40x WEB THICKNESS). FOR BEAM SPANS GREATER THAN 40'THE BEAM d THE CENTER PURLIN AND ONE PURLIN FOR EACH 10' ON EACH SIDE OF THE CENTER PURLIN SHALL INCLUDE LATERAL BRACING.(48'SPAN W/ PURLINS 0 6' O.C.THE CENTER PURLIN AND 2 PURLINS EACH SIDE OF THE CENTER PURLIN NEED LATERAL BRACING) LAWPLENCE E. BENNETT, P.E. CIVIL ENGINEFR&DEVELOPMEYr CONSUIZANT R 0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAI# 1 (904) 767-6556 0 COPYRIGHT. 19% NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNET7, PE. 15 SCREENED ENCLOSURES TABLE 2:MAX. UPRIGHT LENGTH FOR SCREEN WALL MEMBERS ALUMINUM ALLOY 6063 T-6 USING SCREEN PANEL WIDTH "W"; SELECT UPRIGHT LENGTH "H" EXAMPLE: SCREEN PANEL WIDTH "VV'= 4'-, MAXIMUM "H" FOR A 2"x 4"x 0.044"x 0.12" SMB = 17'- 9" MAXIMUM LENGTH "H" WIDTH "W" 31-0-1 4--0-1 5'-0" 6'-0" 7--0-1 3*-0" 9'-0" ONE PIECE EXTRUSIONS FOR UPRIGHTS AND CHAIR RAILS 2"x 2"xO.044"xO.12" T-7 6'-6" 5'-9" 5'-3" 4'-1 1" 4'-7" 4'-4" 2"x 2"x 0.093': OR 10'-6" 9'-l" 8'-l" T-5" 6-10" 6'-5" 6'-0" 2"x 3"x 0.050' EXTI----" SELF MATING BEAMS 2"x 2"x 0.093" OR 13*-0" 1 l'-3" 10'-0" 9'-2" 8'-6" T-1 1" T-6" 2'*x 3"x 0.050" EXT.� 20'-6" 17'-9" 1 5'-1 1" 14'-6" 13'-5" 12'-6" 1 l'-10" 2"x4"xO.044"xO.120" :1 2"x5"xO.050"xO.120" 25'-2" 20'-10" 18'-10" 17'-6" 16'-4" 14'-5" 13'-9" 2"x6"x0.050'*x0.120" 28'-6" 24'-8" 22'-1" 20'-2" 18'-8" 17'-5" 16'-5" 2"x7"xO.050"xO.120" 31'-2" 27'-l" 24'-3" 22'-1" 20'-6" 19'-2" 1 8'-1" 2"x8"xO.070"xO.224" 42'-5" 36'-8" 32'-1" 30'-0" 27'-9" 25'-11" 24'-5" 2'*x9"xO.070"xO.224" 45'-11 39'-10" 35'-7 32'-6" 30'-11" 28'-2" 26'-6" 2"x9"xO.070"xO.31 0" 51'-0" 44'-2" 39'-6" 36'-0" 33'-4" 31'-3" 29'-5" SNAP EXTRUSIONS 2"x2"x0.044' 8'-7" T-5" 6'-8" 6'-l" 5'-7" 5--3- 5'-1 1 2"x3"xO.045' 1 l'-5" 9'-10" 8'-10" 8'-0" T-5" 6'-1 1" 6'-7" 2"x4"0.045" 17'-5" 15'-l" 13'-6" 12'-3" 1 l'-4" 10'-8" 10'-0" 2"x6"x0.064" 28'-6" 24'-8" 22'-l" 20'-2" 18'-8" 17'-5" 16'-5" 2"x7'*xO.078" 33'-1" 28'-8" 25'-8" 23'-5" 2 V-8" 20'-Y 19'-l" ABOVE HEIGHTS DO NOT INCLUDE LENGTH OF KNEE BRACE. ADD VERTICAL LENGTH OF KNEE BRACE TO ABOVE HEIGHTS FOR TOTAL UPRIGHT HEIGHT. LAWRENCE E. BENNETT, P.E. CIVLL ENGENEER& DEVELOPMENT CONSUiTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 C CCPYRIGHT, 1996 �,OT TO BE REPRODUCED IN WHOLE OR IN FARTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT FE. 17 SCREENED ENCLOSURES '--L)LID COVERS ATTACHE y WITH #10 x 1/2* S.M.S. AT 6 O.C. WITH WASHLRS OR COMPOSITE PANFL WITH 1/4- LAC SCREWS 24- D.C. ALUMINUM STRAP OR 1/4" THRU (2) #10 x 3/4" CORROSION BOLT AND 1/2- PVC FERRULE RESISTIVE AND WASHER HEADED AT 24' D.C. SUPER GUTTER SCREWS EL C RU SCREEN ROOF KAM VARIES VARIES MAX. SPANS SEE TABLE 5 SUPER GUTTER / SOLID ROOF SCREEN ROOF COMBINATION TABLE 5: MAX. SPANS FOR SUPERGUTTER AND S.M.B. WITH SCREENED ENCLOSURE ONE SIDE AND SOLID ROOF OTHER SIDE,ALUMINUM ALLOY 6063 T-6 FOR SPAN 'L' OF BEAM; USE SCREEN PANEL WIDTH 'W FROM DRAWING LOAD SPAN = 1/2 OF SCREEN BEAM LENGTH + 1/2 OF SOLID ROOF SPAN EXAMPLE: 44'-0"(SCREEN BEAM WIDTH)/2=22'-O";22'-O" (SOLID ROOF WIDTH)/2=11'-O" FOR 2"x 6"x 0.050"x 0.12" S.M.B. AND 4" SUPERGUTTER MAX. SPAN = 13'-7" LOAD AREA SCREEN lo.-oll 12'-0" 14'-0" 16.-Ol. 18'-0" 20'-0" 22'-0" SOLID T-0" T-0" T-0" T-0" T-0" T-O" T-0" BEAMS AND 4" SUPERGUTTERS 2.. x 6" x 0.050" x 0.120" 16'-3" 15'-8" 15'-l" 14'-8 14'-2" 13'-9" 13-5' 2" x 7" x 0.065" x 0.120" 20'-1 1" 20'-2" 19'-6" 19*-1 0" 18'-3" 17'-9" 17'-3" 2" x 7" x 0.062" x 0.120** 2 3'-10" 23'-0" 22'-2" 21'-6" 20'-10" 20'-3 19'-8" wiBEAMINSERT 2" x 8" x 0.072" x 0.224" 26-11" 24'-1 1 24'-1" 23*-3" 22'-7" 21'-11" 21'-4" 2** x 9" x 0.072" x 0.224" 30'-2" 29--l" 28--l" 27'-2" 26'-4" 25'-7" 24'-1 1 BEAMS AND 5" SUPERGUTTERS 2" x 6" x 0.060" x 0.120" 17'-8" IT-O" 16'-5" 15'-1 1 15'-5" 15'-0" 14'-7" 2"x 7" x 0.065" x 0.120" 22'-9" 21'-11" 21'-2" 20'-5" 19'-1 0" 19'-3" 181-91, 2*'x 7" x 0.062" x 0.120" 25'-5" 24--rool 23'-8" 22'-11 22'-2" 21'-7" 2 l'-O" w/ BEAMINSERT 2"x 8"x 0.072" x 0.224" 27'-1 1 26'-1 0" 25'-1 1 25'-l" 24'-4" 23'-8" 23'-0" 2"x 9" x 0.072" x 0.224" 32'-5" 314-2" 30'-l" 29'-2" 28'-3" 27'-5" 26'-9" LAWRENCE E. BENNETT, P.E. CIVIL ENGENEER& DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 13MUL&II 0 COPYRIGHT 19% NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, PE. pw Lgd SCREENED ENCLOSURES, BEAM PER TABLE SEE DETAIL #2 SEE SHEET #2 POST PER SCHEDULE z SEE DETAIL #4 m SEE DETAIL #4 2'x— SM8 V) v) w 2* SMB SEE TABLE Ff < 0 > NOTE; ALWAYS THE SAME SIZE V) SEE DETAIL FLAT ROOF / DOME OR CABLE BEAM CONFIGURATION fOR MANSARD ROOF USE 2'x2"xO.044" PE 00 W/ (2) 1/4-0 lHRU BOLTS AT EACH END 0 En 0 9p DIAGONAL BRACING ADJACENT TO CORNER REQUIRED AT EACH END OF FRONT WALL FOR MANSARD ROOF 2" x 3' SS OR CE SEE DETAIL A FRONT WALL LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER&DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX 0 1 (904)767-6556 0 COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT. RE. rEil SCREENED ENCLOSURES 1 76 mm E E m 25 mm 1260 mm / 49.60' PROPERTIES mm in. i PITCH 76 3 1 DEPTH 17 0.70 NET COVERAGE 1218 47.95 TOTAL WDTH TRIMMED 1260 49.60 THICKNESS 0.8 0.031 1 RECOMMENDED PURLIN DISTANCE ROOF 1000 39.37 1 WALL 1200 47.24 WHEN LONGI rIUDINAL OVERLAP IS FASTENED, CAN BE 1200 mm / 47-24" MAXIMUM SPANS FOR ROOF PURLINS OF ALUMINUM ALLOY 8063 T-6 FOR SOLID COVERS !OR MAXIMUM IlURLIN 91AN. UtL MAXIMUM MANUFACTURERS PURLIN SPACING a tXAMI'LL: SOLID PANEL �;PAN 'W = 4'-0'; MAXIMUM 'L' FOR AN LND ZONE PuRLIN x 2' x 0.044 1 EXIRUSION = b -0- INIERIOR ZONE PURLIN 5'-��' ,)Nt. PIICL LXTRUSION iUH PURLINS AND HORIZONfAL BRACING PUIRLIN SPAONG END ZONES PURLIN SPAQNG INTERIOR ZONES 2'-0' 3--0- 4'-0' 2'-0' X-O' 4'-0' 2'x 2'x 0.044.'x 0.12- EXTRUSION 7'-0" 5'-9" 5'-0" T-4' 6'-9'* 5'-10' ,-0. 2*x 2'x 0.093 OR 2'x Yx 0-050' EXTRUSION g'-8' 7'-10" 6'-10' 9'-4" 8.- 2'x 4*x 0.050' EXTRUSION 1 V-9' 9'-7" 8'-3' 11'-4" 9 9' PURLIN SPACING SHALL NOT EXCEED MANUFACTURERS SPACING LIMITS FOR 35 PSF LOAD FOR WALLS WITH SOLID COVERING HORIZONTAL BRACING SHALL NOT EXCEED MANUFACTURERS HORIZONTAL BRACING LIMITS FOR A 25 PSF LOAD FOR BEAM SPANS CALL ENGINEER. DO NOT USE SPANS IN THIS SECTION AFTER DETAILS BEFORE SPAN TABLES LAwRENCE E. BENNETT, P.E. CIVIL ENGINEER& DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX# 1 (904)767-6556 0 COPYRIGHT. 19% fiaLlu owl NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT PE. pw: 23 HHLL HTL BCH TEL No . 247580-c)' Apr 3 ,95 15 : 31 No .010 P .02 PLOODPLAZU DEVELOpnEW XNrORKATIOji Typo of F400d zonot--�N JLOW*ot irloor Xf bw11dAng be 'a lc>cmtwd wAthIn a haza rd aton., '"dw AFTER rhg SLAM HAS NICER LOWEST POURED. FLOOR rMlEvArzon 1. cortAgYAng they "LjLdt wlwvGticn astabit"Od or t *quI'1 to or abo., the, bmaw t tht� hat none. 1100a 'nOP&ctIon *gll wIll be 10suad bW iftedo and no certigla.t., Occupancy Department. the survey to on -SI: * * 10 "'ith ths' bul4di.0 COMMENTS, Applicant - Ack this pormit n corcedt and th-410 000'Llnownt Uftd*rMtond that the Amouencp prowigI... r-wQt`hI*r*PdjL.Qnw awmd muppCw"no data bft'vw bwon or ohs,, be PrOvIded as at upaw% ttko sbc'we '"ScrubtLon bo;Lng X Our" to Oomply W;Lth Oil ardInance, 09 Ordinance jjcp. OPP11cable 2Z-7-AS and oil other lava o"actIng tho, proPcowd davolps,.... Date ,Appiloontom JUAgnatur ' 4P. ------------------------------- ------------ --------- Department Use Rwqwjrwd 1.0wast Built Clwwat&on Survey PlIod ------- ng -Z�-247--r RoprementotI., Peou 3 It: 14 CLHRS0[--I 01210 P03 MAP SHOWING BOUNDARY' OF LOT 145 AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES 60 THROUGH 608 OF THE CURRENT PURLIC RECORDS OF DUVAL COUNTY, FwRIDA. FOR: A14RV 40zjW,0.# eZAf$1ff BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. /V IF" 4_zz7v,�7710IV5 Afqir 7.- (irO04,r(e SELVA LAKES CIRCLE (R/W VARIE5) 1 3' �_ da �5.615 P,R.C, Of,11'2 154!9 4 P.R.C. 3A 4' Ae CN 0 to "4 tv, \4 %I co 00 4-o' 9 ', ,, om 0 z ,ri z 0: VED 0 FEB 19 1997 0 0 6 City Of Atlantic Beach 6' M)OQ FENCE X _X X_ Building and Zoning 34.50' S83*42'0u-"W THE PLAZA (80' R/W) 1,V41, Szl,,VVg 2-79 7 ,,Cm,O&W,04 r/ r2lq ve Y le-A;-2C. IVOLL ic-O(JA10 44e 190JVJ9r j— I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE MTH CHAPTER 611317-6, FLORIDA ADMINISTRAInVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT FOUND CONCRETE MONUMENT MERE ARE NO �ISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOVC 1/2' FOUND IRON 0 1/2' SET IRON - LS 1704 &R.I., WILDING RMftCTION UWE CENTRAL ANGIE FLOW CERTIFICATE: THE LOT SHOWN HEREON IS IN FI-OW CLARSON AND ASSOCIATES, INC. RA RADIUS ZONE X_ —AS SHOWN ON THE FLOOD INSURANCE RATE 1643 NALDO AVE., JACKSONVIUT� Fl-, 37207 A ARC LENGTH MAP, COMMUNITY PANEL NO. 120075 - 00010 , DAT7D 4-17-89. CH CHORD P.C. POINT or CURVAIIJRF r P.T. POINT Or TANOCNOY SURVEYED APRIL .21- 1995. P R Q POINT OF REVOSE CURVE P,C,(-' POINT Or COMPOUND CURW_ M. FOUND SCALE: 11 � 2U_ En SURV R/W RGHT-OF-WAY R2 SURVEYOR NO, 2361. FLORIDA 0,P-V. OFFICIAL RECMQs VQLVWE FIELD BOOK 537 PAGE 74 joSE A. HILL m STUCCO COLUMN 690 —(#, el,4;F CITY OF Ve4d - SM SEqINOLE ROAD ATLANTIC BEACH,FLOREDA 32233-55-U5 TELEPHONE(904)24L5800 FAX(%4)247-59805 NOTICE TO: Water Department FROM: Building Department DATE: "?- �?z -P-7 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 104 e Sincerely, 'y Build*ngg Department DAT E PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : --- ---------- ------/-- -- ------- ---- ------------- ------------- - --------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. ELY, BUILDING INSPECTION DIVISION cc: FILE CITY OF SID 4&4#d4C BeaICA- ff i al Office of Building 1 ciTJ REQUEST FOR INSPECTIO of 3D Date Permit NO. A.M. Time Receive, ob dre, Owner' Name ntract (::tWIN CONCRETE ELECTRICAL LUMBING MECHANICA a ,I�ng - Footing E Roug 73 Air Con Re ing oof E Slab C Temp Pole P Out -7 Heating Insulation E, Lintel El Final -L' Sewer —�7-�- Ilire Place READY FO INSPECTION Pre Fab Mon. Tilves, �W�ed Thurs. Friday A.M. Inspection Made PM.Final Inspection 0 Inspector Certificate of Occupancy E:, Date TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address 7" 703 ]RRCa)oMejff( exxxxxxXAxkN8*xx3V:d x6cfx)dd18xPQa0mbb=. Please update your records accordingly. Th4qk--yV/4 '--g-Ul�DING CLERK CITY OF ATLANTIC BEACH /vcb /,,- ?j 7 CITY OF ATLANTIC BEACH, FLORIDA / Appmved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE%�� 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH TH ECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Munson and Bryan Electric Co. EC-0001713 ELECTRICAL FIRM: -A A 91 MASTER ELECTRICIAN-3-IGNATURE AN NAME kt&L-d" ADDRESS: LOS--�) kataa- & - RFD_BOx_ BLDG.SIZE BETWEEN: RES. (* ,A APT. ( COMM. ( PUBLIC INDUS. ( N E W Y,) OLD ( REW. ADDITION ( ) TRAILER TEMP. ( SIGNS ( ) SQ. FT. SERVICE: NEW (A INCREASE ( REPAIR FEE CONDUCTOR SIZE 0,10 AMPS COPPER ALUM. SWITCH OR BREAKER lf-,(D AMPS PH !�) W !9L4f_)VOLT PLJ_� RACEWAY EXIST.SERV.SIZE - AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDI OPEN TOTAL RECEPTACLES CONCEALEDI OPEN TOTAL 0-30 AMPS. -il-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M. V. I O!ORA M 7P En. -2 0' mpg' :TBELL TRANSF. .P. _EH FIXED 0 100 AM S. ovin APPLIANCES AIR _ H.P. RATING H.P. RATING BELL TRANSF. CONDITIONING COMP.MOTOR OTHER MOTORS FAMPS ICEIL HEAT] KW-HEAT +(D V-) OVER MOTORS H.P. I VOLTAGE P_HS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. KVA 11 HNO. JKVA NO. VA SWITCH FLASHER NO. NEON TRANSF.' MA. MOTOR SIZE EACH SIGN FORWARDED LTOTAL F E_S] ARMIEF-ft- PSR-3844 12930 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------- LOCATION INFORMAIiON Permit Number : 12930 Address : -6� SELVA LAKES CIRCLE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 '�lass of Work :NEW --------- LEGAL DESCRIPTION ----------- Constr. Type:WOOD FRAME Block : Lot : 145 Twp : 0 Proposed Use : SINGLE FAMILY Section: 0 Subd: Rng: 0 Dwellings : 0 Subdivision: SELVA LAKES Est . Value : 0 .00 Improv . Coq.t : 0 . 00 Total U, 71 . 00 -unt 71 . 00 1 N G I N F' JATION APPLICATION FEES --------- qam6: Pul, RPORATION PERMIT 71 On L Y. , SUITE' L F 32256 r 1ho 3 7 A C RA, I FORMATION,- -- --- - lana NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTSY9 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $711.00 14 o F Fri F�- RAPA49 CHECY,s J67 ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:— OWNER OF PROPERTY`:� LX BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLQMRI�m rn AND ADDRESS: P. 0. BOX 14663 TELEPHONE NUMBER: (904) 772-0900 CFC - 0 19 194 STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY or THE FOLLOWING FIXTURES INSTALLED ---SINKS _SHOWERS LAVATORY —WATER HEATERS Ql—BATH TUBS —DISHWASHERS URINALS DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER ... TOTAL FIXTURE COUNT: x $3.50 + $15.00 $ -------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826 PSR-3844 12843 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH �%o Lo N INFORMATION Permit Number: 12843 Address : SELVA LAKES Cf"RCLE Permit Type :TOWNHOUSE ATLANTIC BEACH , FLORIPA 32233 ,'lass of Work:NEW ------ LEGAL DESCRIPTION w--------- Constr . Type:WOOD FRAME Aock - Lot : 145 �t3Twp, 0 Proposed Use: SINGLE FAMILY r1-1) Section : 0 Subd: '":,7Rng: 0 Dwellings : 0 Subdivision: SELVA LAKES Est . Value: 0 . 00 Improv . Cost : 78 , 888 . 00 Total Fees : 2 , 872 . 18 Amount -,F; '*12 , 872 . 18 EW TOWNHr E SIDENCE PER PLANS HSF 1766 RADON 818 ')WNEF, iNFC�-MRTION APPLICATION FEES ---------- N ab soit P U L 11 E 1i y-XjE � CO R P OR A T 10 N PEIRM I T 579.00 1H _�_HWY- , SUITE WATER IMPACT FEE - - -I "- - A-, 590 . 00 az 32256 SEKWs IMI?ACT- FA - -KS%—,IN'VT T E- F7 hon `.OL-I 114A-�'�'ME+ER/Ti RADON GAS-H .R. S. 3 . 89 R R I#FORMAT I OTT RADON CAB 5% 0 . 20 ,4ame- .� PU - E COkPORATIOb CAPITAL IMPROVE. JACKSON -10WAIr Sul,, SEWER TAP '6��-rj o FLORIDA 3115t.� CROSS CONNECTION 35 . 00 8 Exp: SEC H IMPACT FEE 0 .00 CONST . SURCHARGE 3 . 69 'S`17ffAFf,*Lr1ATL-;.,RCR-�---A Aw n.40 NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS77 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Receipt. 660'�- - Date: 11/87/96 01 MH ATLANTIC BEACH BUILDING DEPARTMENT By: 12,,06/96 FRI 16:13 FAX 904 733 7733 PULTE JACKSONVILLE 11004 PFRMITNO. TAX FOLIO NO. . NOTICE OF COMMIENCEM ok 84643 Pg" 775 STATE OF FLORIDA COLTN. TY OF DUVAL T-he undersinned hereby gives notice that impi,ovements will be Made to cellain real property, and in Cb accordance with Section 713,13 of Florida Statu I es,the following information is provided in this NOTICE OF COMMENCEWNT. I. Description of property to be improved: Lot 145, Selva Lakes Unit 3, according to Ole plat thereof, as recorded in plat Book :.4, Fa&es OOA and 6013, of the Current Public Record of 0 Duval County,florida 1 General description ofirnprovement: Single Family Dwelling 3. Owner:Pulte Home Corporation Address: 808 1 Philips Highway, Suite 14,Jacksonville, Florida 3225 0k.- a 4 69 Pg. 775 Owner's interest in property to be improved: fee simple Doc# 9622a(�16 Fee simple Title holder(if other than owiier): Filed & Recoyded Name:N/A Address: N/A 10/29/96 09:15:26 A.M. HENRY W. COOK 4. Contractor's Name: Pulto:Home Corponition CLERK CIRCUIT COURT Address: 8081 Philips Highway, Suite 14 Jacksonville, Florida 122 VAL COUNTY, FL W. $ 6.00 5. Surety(ifany): N/A Address; N/A Amount of Bond- NIA 6. Name of person making a loan for the construction of the above improvement,,: Name:N/A Address:N/A ate of Florida desi-nated by owner upon whom The name and address of persons within the St a, notices or other documents may be serve]as provided bySection 713.13 (1)(a)(7). Florida Statutes: Name:N/A Address:N/A 8, in addition to himself,Owner designates the following person to receive a copy ofthe Lienor s Notice a-,provided in Section 713.13(1)(b), Florida Statutes: Name:N/A Address:N/A 9. Expiration date of notice of commencemont(the expiration date is one year ftom the dac;of recording unless a different date is specif"ed)N/A STATE OF: f1trida COUNTY OF: Duval Swern to and subscribed before me__-W� 194)to by bft1LRj__!S1_t_1iCt.!!t2_wh0 Is kii ownj- i) ty orofpLroduced as idcntific�tion and who diddid not takr-4n-onth- Notary Public,State 6f Florida at Large Name Printed:- ZEBR&j.,mvqFtEG0R My commission expires: Prepared by and return to: Nletropolitan Title&Guar�M_Company DEBRA J, McGREG)R 6620 Southpoint Drive South,Suite 400 Nctary Puwic, State of Florida Jacksonville, Florida 32216 ',Ay Comm. expires Feb. 23, 1997 Comm, No. CC261z,22 PSR-3844 12948 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ,p �3 PERMIT INFORMATION ---- ------ LOCATION INFORMATION Permit Number : 12948 Address : 6:3-9 SELVA LAKES CIRCLE Permit Type:MECHANICAL ATLANTIC BEACH , FLORIDA 32233 Class of Work:NEW --------- LEGAL DESCRIPTION ---------- Constr. Type:WOOD FRAME Block : Lot : 145 Twp: C) Proposed Use: SINGLE FAMILY Section: 0 Subd: Rng : 0 Dwellings : 0 Subdivision: SELVA LAKES Est . Value: 0 . 00 Improv. Cost : 0 . 00 Total Fe#'54 � k� 51 . 00 51 . 00 �43 HEAT "';M 10 –JI, N APPLICATION FEES ------- Name-Or, ORATION PERMIT 51 , 00 .,ddr : -----HWY. SUIT`� L tt 3 2 2 5 6 Oft Phon 50'7 -:iiTRA�. R FORMAT . ,- N lame: MCGOW AWq K- EATING & NIR,�?N",Nl 6' -PRANGE FLORIDA 32073 Exp : NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS 75 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $51.0014 B;ktp. li/PlIql, Al @Qi4P5P CHECKS 11174 ATLANTIC BEACH BUILDING DEPARTMENT 00100003221000 V BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, I _CRIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to compl0e all items in sections 1, 11, 111, and IV. Street Address: k C�) LOCATION \Z/ OF Intersecting Streets: Between And BUILDING Sub-clivision 2—,t- 1e16- jel, I _ _,z Z 11. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in fko 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 Jacksonv;lle ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s fleat incr & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of M-4b Property Owner '4z� Signature of Own:r Signature of or Authorized Ag nf rchifect or Engineer Ill. GENERAL INFORMATION A Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON 0 6.tri.: THIS BUILDING OR SITE7 0 Gas—0 LP Natural C1 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION oil PERMIT 0 0ther — Specify IV. MICHAINIFICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on be ck of this form) __K� Residential or El Commercial -EJ'4-H a a If 0 Space 0 Rsscossod'�Contral 0 Floot �_�'New Building Air Conditioning: [I Rpom t"onfrol Existing Building Replacement of existing system nc� System: Mator;2��—* L�_ iclltnes&__ New installation(No system previously Installed) Maximum capacity c.f.m. 0 Refrigeration 0 Extension or add-on to existing system El Other — Specify 0 Cocilino tower: Capacity 9-P-M. C] Fire sprinklers: Number of head- • Elervistor 0 Manlift Escalato (number) THIS SPACE FOR OFFICE USE ONLY • Gasoline pumps .(number) (Roco�-J) [] Tonle (number) Remark% 0 LPG containsi (number) [I Unfirod pressure vessei 0 Boilers Permit Approyed by Date— b Csthor — Specify Permit Fee LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT roving Number Units Description Model Number Manufacturer HEATING - FURNACES, BOILERS, FIREPLACES Ca"dty AVPMvft Number Units Description Model Numbe r Manufactwrw (BM) A94W TANKS Now Many Nominal Capacity Type Liquid Nameof SeriaJ Apj:;;�ng and Dimmudons Contained Mutufacturer No. Cy CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date 16 -- Heated Square Footage (4 @ $ ?)9.00 per sq ft = $ Garage/Shed C-( 21@ $ IY,()() per sq ft = $ -7) Carport/Porch S-3 @ $ /3,0 fJ per sq ft = $ (3 go C-) C) Deck —@ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 7 '70, R? .260 s coo Total Valuation ist $ ,5'0, C00 Remaining Value per thousand or portion thereot TOTAL BUILDING FEE $ 3 7 iFO + 1112 Filing Fee $ 120 0-) �t ) Fireplaces @ $15 � 00 $ 115 .00 BUILDING PERMIT FEE �9 - WATER IMPACT FEE 5�ioxo SEWER 1MPACT FEE .2 J-,�- 06 WATER METER/TAP FS--_�0-- CAPITAL IMPROVEMENT 0 0 SEWER TAP S (Ely ) RADON (HRS ) . 0050 a SECTION h PAVING HYDRAULIC SHARES —0 CROSS CONNECTION $ ( V!T ) SURCHAR�-,E 0 _5 0 8 349 0 T HIER $ 100, .: �, GRAND TOTAL DUE 11 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PERMIT NO. TAX FOLIO NO. NgIEL.Q�� 35100k 8469 Pg" 775 STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. I. Description of property to be improved: Lot 145, Selva Lakes Unit 3, according to the plat thereof, as recorded in plat Book 44, Pages 60A and 60B, of the Current Public Record of Duval County,Florida 2. General description of improvement: Single Family Dwelling 3. Owner: Pulte Home Corporation Address: 8081 Philips Highway, Suite 14,Jacksonville,Florida 3225 9k 8469 pg: 775 Owner's interest in property to be improved: fee simple Doc# 9622,8016 Fee simple Title holder(if other than owner): Filed & Recorded Name:N/A Address:N/A 10/29/96 09:15:26 A.M. HENRY W. COOK 4. Contractor's Name: Pulte Home Corporation CLERK CIRCUIT COURT Address: 8081 Philips Highway, Suite 14 Jacksonville, Florida 322,WVAL COUNTY, FL *tc- $ 6.00 5. Surety(if any): N/A Address: N/A Amount of Bond: N/A 6. Name of person making a loan for the construction of the above improvements: Name: N/A Address:N/A 7. The name and address of persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a)(7),Florida Statutes: Name: N/A Address:N/A 8. In addition to himself,Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b),Florida Statutes: Name:N/A Address:N/A 9. Expiration date of notice of commencement(the expiration date is one year from the date of recording unless a different date is specified)N/A STATE OF: Florida COUNTY OF: Duval --Owrter 00 KITAeO C L&K Sworn to and subscribed before me- � day of XC015�-- 4?— 199 Lf, by nally known o —who is (p,e-rso me or �—ro—duced as identification and who did/did not tak� Notary Public, Stat4ef Florida at L&arge Name Printed:— Dr-BgAj,McGREG0R Prepared by and return to: My commission expires: Metropolitan Title&Guaranty Company DEBRA 1. McGREGOR 6620 Southpoint Drive South, Suite 400 Jacksonville, Florida 32216 Notary Public, State of Florida iMy Comm. expires Feb. 23, 1997 Comm. No. CC261422 CITY OF .,RCPERTY DESCRIPTION 800 SEMINOI.E.ROAD Lot --------Section -------- XI'LAN'riC BEACH,FLORIDA 32233-;444; TELEPHONE(904)247-5900 (904)247-5805 5;ubdiviaion �?VR W, ------------ I'A Street DESCRIPTIO14 OF �JORK. Hame CA�I or Address:- 3 1996 if in FLOOD HAZARD 11XII -.'.I . I -� :— Flood Zone:--------------Brea complete page Brief Buildill I ii Loill Description. single F Mily Dwelling ------------------------- Claus of Work: (New/Remodel/Addition)__ New........ ZONING INFORMATION Type of Construction:_ Wood-jEL4jj(j(j .7on i n g Proposed Da.strict:-PUD-----tig.: S i n&jf__Ljj i I_y jjt.� i d e n c e Estimated Value S E7xceptions or --------- Materialm;--SDruce. -Pine, -Fur,-S. -Pine #: Variances Granted2 Solid or ------------------------------------------ Filled Groundi_f_jjjLd......Roof _ajjjUgjp a__ OWNER INFORMATION Method of Heat1ng;__EjUcLLjQ Property Owner:_ Pulte Home (DZ� r�Ltion Phone: 733-7300 p2- --------------------- -------------- Hailing Address Jacksonville, Fl. Zip; 32256 -------------------- --------------�:_ CONTRACTOR INFORMATION Contractor:_ Pulte Home Corporation Phone: 733-7300 Hailing ----------------- -------------- Address I ...................... LQ.(�Lq aT 13 L:LLI e 32256 .,_.KL ........................... Zip:--------------- Liconne Number: CG-0057891 Expiratio%-31-98 --------------------------------------- Datet I HEREBY CERTxry THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K14OW THE SAME TO BE TRUE AND CORRECT. ALL "OVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WO"I WILL EC COMPLIED WITH* WHETHER SPECIFIED HEREIN OR NOT. TUC GRANTING OF A PERMIT DOES MOT PPESUMF TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL YIUL--:;. REGULATIONS. ORDINANCES. OR LAWS IN ANY MANNER, INCLUD1110 TNE GOVERNIHO OF COUSTRUCTION OR Titf- PERFORMANCE OF CONSTRUCTION Or THE PROJECT. I UNDERSTAND THAT TUC ISSUANCE OF TIfIS PERMIT IS CONTINOE14T UPON THE ABOVE INrOR,%AT4qH BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTIsr, DATA HAVE BEER OR SHALL BE PROV\TDED AS REQUIRED. Owner Signet ury Date --------------- ----------- L AP--J Contractor Siginature., (-III I-IMLL NIL DUM I LL- 14U . Z.141 -)(>U-) CAX 004)20-5P414 L-A OPPlication for building permit mujxt be Complete petp Of OccOmPBnled by three irldicating 11"cluding a d lot--atlon of UtjjjtjLLj0 _!jetall�ed__ g3jtc, parkinti, olne Of yarde, uutbOcko and other date an required hY Code and/or the Lyuj1dinq zoning or community duvelOPment departments of the City of A,tIOntic BeachS One set Of Florida ( on new _Enerp Efficiency Code- zhert. constru,�-t�ianor additions of 500 93q. .ft. recent or more) ; a vurw -'Y Of the land for new ccn&tructlon and addition&; and a tree curve orletter certifying no trace Ore on property. APPLICATTrIM 1 - Building Appljc4tI0n Form 2- Three complete nete of plans Including detailed site plar, 3. Recent Agurveyp IncludInGI tree surway or letter no trf?08 are on Property C&rtlfYing 4. Owner/Buildlng Affidavit (required contractor when Owner or-to OB 5- Energy Sheuts S L Of Commencement Lrnrk UP PIRED F(M-PERMITTYMn- AP in THE ORDER fm Requeate for- inspection are taken from Inapection, IQ IN, 1q, In'tj L 4 ; madep the Salloving wor G. M. or p. m. InupVction. When calling !19n-g day; please opoolly have 'thv peromit In an Inopvctlon Please nupber, job loontlon end tyPV Of AnOPectlon needed. Xn8PVct1ons Are scheduled so jollowal 1. Footing 2- Under alob PlumbIng/Bower/electrIc 3. Slab 4. cover UP (framing. rough electrical, call for cov '�Pohanical. Plumbing er-up on building. use building permit reference other number and Plumbing. OPP110"19 Permit nUmbero (electrical, 5- Insc0lotlon mechanical and building, ato. 1 6, Final Inspection 7. Finish Floor elevotlon filurvey/certIfIcate of Occupancy BUILDIN c p Concrete cannot be POurod and vork cannot buildAng card is Sr be coverod up until "ED by the inspector. YOO IMOY be required to uncover any lork that ban not been 1nDpected. Zt In the. TecPonalbIlity Of thv BUILDER/CONTRACTOR to post tl,e card. A fee of olS. 0(3 jo chDrood for all r0jngpcpctj Ona. bulldino VOTE: This OPP11cution may be oubjec-"t to covenants and r-Ostrictionc for the pormitte(I propert coYenanto and 1-c"trIetionEy nre tile 'I- The enforcement at the OPOnulbility of holneownera NMI of Mccupancu Titu of Atlantic isc* — Nariba 45partment of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Attached Bldg. Permit No. 12843 Group w.f rame Type Construction B-f—a Fire District Atlantic Beach 8011'''1 jig wa OwnerofBuilding Pulte Homes Address Jaekse- 11!1;e j-4- ----- Building Address 683 Selva Lakes Cirocaiity Atlantic Reach,� Fl. 32233 By: DON C. FORD --- Building Official Date: POST IN A CONSPICUOUS PLACE . . . . . .... .. . . . . . . . .. . 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) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) 0 SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) ,2- LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT. SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (112) BLOWOUT (2) LAVATORY. BARBER/BE.AUTY ICE MAKER (112) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNIT.S—,� $20.00 EACH $ JOB INFORMATION ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ==_�-========================================================================== � COMPONENTS . SECTION REQUIREMENTS FOR EACH PRACTICE CHECK � PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ' ........................ ______-....................._........ ............ ____ ...-... ..................._ ........ ................_............................_____ Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . _______________________________________________________________________________ Exterior & 606. 1 Maximum of 0. 5 CFM per sq. ft . of door area: solid Adjacent Doors core, wood panel , insulated or glass doors only. _______________________________________________________________________________ Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. _______________________________________________________________________________ PRACTICE 02 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: _______________________________________________________________________________ Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/ floor joint caulked or sealed. ______________________________________________________________________________ Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. _______________________________________________________________________________ DuctWork 606. 1 Ductwork in unconditioned space must be sealed. _______________________________________________________________________________ Fireplaces 606. 1 Equipped with outside combustion air , doors and flue dampers. _..........___..........................._.............._______________________________________ Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. _______________________________________________________________________________ Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air , except direct vent appliances. _______________________________________________________________________________ ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** _______________________________________________________________________________ Water Heaters 612. 1 comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required. � _.....--------------------------------------- -_-_________-______________________ ~ (except so t l Swimming Pools 612. 1 Spas and heated pools must have covers ar & Spas heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . _______________________________________________________________________________ Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. _______________________________________________________________________________ Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . _______________________________________________________________________________ HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. _______________________________________________________________________________ Insulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11 . --------------------------------- -- -----'------------------------------------ SUMMER CALCULATIONS === BASE === | === AS-BUILT === ^^ =============================================================================== GLASS---------------- � ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS _______________________________________________________________________________ N 34. 00 65. 8 2237. 2 | DBL CLR N 6. 0 38. 3 . 77 177. 8 | DBL CLR N 3. 0 38. 3 . 69 79. 3 | DBL CLR N 5. 0 38. 3 . 69 132. 1 | DBL CLR N 20. 0 38. 3 . 81 616. 7 E 67. 00 65. 0 4408. 6 | DBL CLR E 30. 0 79. 7 . 94 2235.6 \ DBL CLR E 15. 0 79. 7 . 86 1028. 1 | DBL CLR E 9. 0 79. 7 . 75 537.3 | DBL CLR E 13. 0 79. 7 .84 870. 3 S 108. 00 65. 8 7106. 4 | DBL CLR S 15. 0 66. 2 . 93 926.0 1 DBL CLR S 15. 0 66. 2 . 93 926. 0 | DBL CLR S 33. 0 66. 2 . 38 835.8 1 DBL CLR S 15. 0 66. 2 . 77 764. 6 | DBL CLR S 30. 0 66. 2 . 77 1529. 2 W 62. 00 65. 8 4079. 6 | DBL CLR W 40. 0 79. 7 . 45 1432.2 ( DBL CLR W 11 . 0 79. 7 . 96 843. 8 | SGL CLR W 11 .0 84. 9 . 86 805.6 _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _______________________________________________________________________________ . 15 1 , 746. 00 271 . 00 . 966 17, 831 . 80 17, 233. 02 1 13, 740. 53 =============================================================================== NON GLASS------------ | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS ______________________________________________________________________________ WALLS---------------- | Ext 1005. 0 . 9 904. 5 | Ext Wood Frame 11 . 0 1005. 0 1 . 70 1708. 5 Adj 158. 0 . 7 110. 6 | Adj Wood Frame 11 . 0 158. 0 . 70 110. 6 � DOORS---------------- | Ext 20. 0 6. 1 122. 0 \ Ext Insulated 20. 0 4. 10 82. 0 Adj 18. 0 2. 4 43. 2 ) Adj Insulated 18. 0 1 . 60 28. 8 | CEILINGS------------- | UA 1018. 0 . 6 610. 8 | Under Attic 30. 0 1022. 0 . 60 613. 2 | Under Attic 19. 0 345. 0 1 . 10 379. 5 | FLOORS--------------- | Slb 106.0 -37. 0 -3922. 0 | Slab-on-Grade . 0 106. 0 -41 . 20 -4367.2 Rsd 345. 0 -4. 0 -1376. 6 1 Rsd Wood (Stem-UFI 19. 0 345. 0 -1 . 50 -517. 5 | INFILTRATION--------- � 1746. 0 8. 0 13968. 0 | Practice #2 1746. 0 8. 00 13968. 0 =============================================================================== TOTAL SUMMER POINTS | 27,693. 57 \ 25,746. 43 =============================================================================== TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 27,693. 57 . 37 10, 246. 62 : 25, 746. 43 1 . 00 1 . 070 . 340 1 . 000 9, 366.55 =============================================================================== WINTER CALCULATIONS === BASE === | ^^=== AS-BUILT === =============================================================================== GLASS---- ---'------- | ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS _______________________________________________________________________________ N 34. 00 -10. 6 -360. 4 | DBL CLR N 6. 0 7. 3 1 . 34 58. 8 � 1 DBL CLR N 3. 0 7. 3 1 . 48 32. 4 | DBL CLR N 5. 0 7. 3 1 . 48 54. 0 | D8L CLR N 20. 0 7. 3 1 . 29 188. 0 E 67. 00 -10. 6 -710. 2 | DBL CLR E 30. 0 -9. 2 . 81 -223. 6 | DBL CLR E 15. 0 -9. 2 . 62 -85. 6 | DBL CLR E 9. 0 -9. 2 . 33 -27. 2 | DBL CLR E 13. 0 -9. 2 . 57 -67.8 S 108. 00 -10. 6 -1144.8 | DBL CLR S 15. 0 -28. 4 . 97 -413. 2 | DBL CLR S 15. 0 -28. 4 .97 -413.2 | DBL CLR S 33. 0 -28. 4 -. 09 80.9 | DBL CLR S 15. 0 -28. 4 . 87 -370. 6 1 DBL CLR S 30. 0 -28. 4 . 87 -741 .2 W 62. 00 -10. 6 -657. 2 | DBL CLR W 40.0 -9.2 -. 69 252. 4 | DBL CLR W 11 . 0 -9. 2 . 89 -89.0- 1 89.8| SGL CLR W 11 .0 -3. 8 . 18 -7.3 _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS \ GLASS AREA AREA FACTOR POINTS POINTS | POINTS _______________________________________________________________________________ . 15 1 , 746. 00 271 . 00 . 966 -2, 872. 60 -2,776. 14 1 _1 , 773. 07 =============================================================================== NON GLASS------------ | AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS WALLS---------------- | Ext 1005. 0 2. 2 2211 . 0 | Ext Wood Frame 11 . 0 1005. 0 3. 70 3718. 5 Adj 158. 0 3. 6 568. 8 | Adj Wood Frame 11 . 0 158. 0 3. 60 56O. 8 | DOORS---------------- | Ext 20. 0 12. 3 246. 0 | Ext Insulated 20. 0 8. 40 168.0 Adj 18. 0 11 . 5 207. 0 | Adj Insulated 18.0 8. 00 144. 0 | CEILINGS------------ --- � UA 1018. 0 1 . 2 1221 . 6 | Under Attic 30. 0 1022. 0 1 . 20 1226. 4 | Under Attic 19. 0 345. 0 2. 00 690. 0 | FLOORS--------------- | Slb 106. 0 8. 9 943. 4 | Slab-on-Grade . 0 106. 0 18. 80 1992. 8 ^ Rsd 3450 1 . 0 331 . 2 | Rsd Wood (Stem-UFI 19. 0 345. 0 . 80 276. 0 | INFILTRATION--------- \ 1746. 0 7. 4 12920. 4 | Practice #2 1746. 0 7. 40 12920.4 =============================================================================== TOTAL WINTER POINTS | 19 931 .82 ===================15'873.26=| =========================================='====== TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS_ ----------------------------------------------------------------------------- 15,873.26 . 55 8, 730. 29 1 19, 931 ' 82 1 . 00 1 . 070 . 472 1 . 000 10'066.37 ' WATER HEATING === BASE === | === AS-BUILT === =============================================================================== NUM OF x MULT = TOTAL 1 TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803. 0 11 , 409. 00 1 40 . 94 1 . 000 3560. 0 1 . 00 10, 680.00 =============================================================================== ******************************************************************************* SUMMARY ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 10246. 6 8730. 3 11409. 0 30, 385. 91 | 9366. 6 10066. 4 10680. 0 30, 112.92 =============================================================================== ***************** * EPI = 99. 10 * ***************** ENERGY GUIDE For detailed information 9f the EPI rating number . . or for any ITEM listed, ask your Builder for EPI= 99. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 | _______________________________________X- | The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency CINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear | -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 | --------------------X } R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 | --------------------X | R-0 R-19 Floor R-Value. . . . . . . . . 19. 0 | --------------------Xt AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17. 0 SEER. . . . . . . . . . . . . . . . . . ' . . . 10. 0 1X--------------------� HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric HSPF. . . . . . . . . . . . 7. 2 | -X-------------------� WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0. 94 | ---------------X ----- | 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 | --------------------- i 0. 40 0. 80 -------------------- | Solar EF. . . . . . . . . . . . . . \ - ~ OTHER FEATURES. . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder ' Address: _Signature: _ hate: __________ / ( r-� -^ \ �^�~~ City/Zip__~�»��-��-^.-f____ Florida Energy Code for Building Construction - 1993 FL EPL CARD93 Florida Department of Community Affairs - ~ . SERIAL # 7116 * ResmanuJ (c ) * 04 12-1935 � WHOLE HOUSE ` HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c ) DATA FILES (BASED ON A. C. C. A. MANUAL J - SEVENTH EDITION (c ) 1986 by A. C. C. A. ) ----------- -----_______________________________________________________________ PROJECT : 1546 WITH BONUS ROOM ADDRESS : CITY : OWNER : BLDG CONTR : SHAFFER $ SONS HVAC CONTR : McGOWAN' S A/C Cond Fir Area: 1746 SF * GLASS/SF RATIO = 15. 5% * House Faces: East * Climatic Conditions & Design Conditions -4- .. ___________________________________________________________________ Geographical Location : Florida | Jacksonville ____________________________________________________________________________ North Latitude / Elevation 1 30 Deg. / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb | 32 Deg. F Indoor Winter Dry Bulb | 70 Deg. F Winter (Actual ) Temp. Diff. 1 38 Deg. F Winter Temp. Diff. (wTd) | 40 Deg. F- Outdoor Summer Dry Bulb | 94 Deg. F Outdoor Summer Wet Bulb | 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb | 114 Indoor Summer Relaltive Hum. | 50% Indoor Summer Design Gr/Lb. | 49 Indoor Summer Dry Bulb | 75 Deg. F Indoor Summer Wet Bulb | 62. 3 Deg. F @ 64 Gr/Lb Summer Daily Range | 19 Deg. F - M Summer (Actual ) Temp. Diff. | 19 Deg. F Summer (User Sel ) Temp. Diff . (sTd) | 20 Deg. F ____________________________________________________________________________ * HEATING SUMMARY * SH1746. DAT * COOLING SUMMARY * SUBTOTAL : 26556. 81 ! STRUCTURE SENSIBLE : 18506. 89 | MECH. VENT- 250 Cfm : 5225. 00 } SENS. + MECH. VENT : 23731 . 89 \ TEMP. SWING @ 3 DEG. : 1 . 00 ! OCCUPANT/APPLIANCE : 3000. 00 DUCT LOSS : 1327. 84 ! DUCT GAIN : 2673. 19 TOTAL LOSS/BTUH : 27884. 65 | TOTAL SENSIBLE : 29405. 08 ! TOTAL LATENT : 17386. 80 ! SENSIBLE + LATENT : 46791 . 88 20% OVERSIZE FACTOR : 5576. 93 120% SENS. OVRSZE FTR: 5881 .02 ACTUAL + 20% OVERSIZE: 33461 . 58 ! SENS. + 20% OVERSIZE: 35286. 10 * EQUIPMENT SELECTION » EMT MANUF CU MOD # 38YC048-3 AHU MOD # FA4ANF048008 |lTG INP/BTUH HT6 OUTP/BTUH AFUE/HSPF 7. 5 TYPE HP SENSIBLE BTUH LATENT BTUH 0 TTL CLG BTUH TONAGE 0 (S)EER 10 CLG CFM 1600 HTG CFM 1600 NOTES: ________________________________________________________________ CITY OF ATLANTIC BEACH j TREE REMOVAL APPLICATION 1996 All ago. tigng Must be received by 5 P,M. on the MONDAY orior to thq s!;heduled mpeting In order to be glaced Qn the agenda fgr consideration. INCOMPLETE AITLICATIONSWILL 01 BE PROCESSED. APPLICANT NAME ADDRESS TEL@PHONE 2. L4 C-- La- 0- (c ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL:�],& 4. S4CIFY TREES PROPOSED FOR REMC�AL AgFOLLOWS: NUM13ER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED:- 0- 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 0 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 4-T nr I n-7 A Ll n n f-,'7 ' r)�1 -171 U-)a 8. ATTACH SITE PLAN INDICATING THE FOLLOWING, a) Site topography. including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees Wth a DBH of six inches or greater a) Location, DSH and species of all trees vAth DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked vAth a "r h) All existing and new trees proposed to be used for mitigation clearly marked with brackets 0[ ]' 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY_BW SURVEYORS RIBBON. 10, ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS BE CLEARLY MARKED ON SITE BY BLU SURVEYORS RIBBON, 11. INCOMELETE APPLICATIONS WILL NOI BE PBOCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: A rOCANTS SIGNATURE DATE DATE #ERS S�IGNA�TURE�� APPROVED : TREE CONSERVATION BOARD CHAIRMAN DA�TE I +IT nC 4 n7 1AU "7 nNI 77 1 U,)a 17PU MAP SHOWNG PLOT PLAN OF LOT 145 AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES 60 THROUGH 608 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SHAFFER AND SONS ENTERPRISES HEARING REFERENCE: REARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. SELVA LAKES CIRC (R/W \/ARIE5) P.R.c. A! ro P.R,C. zr3 5 c� ILA q -iA -Z � MAP SHOWING PLOT PLAN OF LOT 145 AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES 60 THROUGH 608 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR- SHAFFER AND SONS ENTERPRISES BEARING REFERENCE: RFARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOvE MENTIONED PLAT. SELVA LAKES CIRC (R/W VARIE5) P.R.C. cp .12).19.cje; P.R.C. di Ila' en C) �3 6 C-4 ci Lc 0 0 It 0 C) CIO 00 /4,3 3' 11 AIC -4 c 6p,WOOD r-&Wee 34.50 --�03'42000"W 4 - 1996 THE PLAZA /80' R/W) biilding and Zoning FLOOD CERITICAM THE LOT SHOWN HEREON IS IN FLOOD ZONE- X- —AS SHOWN ON THE FLOOD INSURANCE RATE PREPARED BY: MAP, COMMUN11T . ANE;- NO. 120075 - 0001D . DATED 4-17-89. CLARSON AND ASSOCIATES, INC. OATE- __(94� ;0,6ee 1996, PROFESS!ONV%L LAND SURVEYORS 1643 NALDO AVENUE SCALE: 1" = 20' jACKSWoLLE, FLORIDA, 32207 7RA FTP C-7:cT qC,, TT CITY OF 7q&4#dw 13WXA– Office of Building Official REQUEST FOR INSPECTION Date— Permit No. /4� Time A.M. Received Job Address Locality 0 ner's Contractor Nawme 40, BUILDING CONCRETE ELECTRICAL LU IVIECHANICXL Framing Footing Rough Wiring ough Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Finaf E- Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Wed. Thurs. Friday A.M. Inspection Made RM. Inspector Final Inspection E, Certificate of Occupancy Date CITY OF Office, of Building Official REQUEST FOR INSPECTION Date Perrmt No. T'me A Received 0z) PM. /,a Jo6-Aed'ress cality Owner's Name Contractor QBEUILD�IN�G)I CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing :7 Rough Wiring F� Rough E! Air Cond.& El Re Roofing Slab Temp Pole F, Top Out U Heating Insulation Lintel Final Ij Sewer 11 Fire Place 0 Pre Fab READY FOR INSPECTION Mon 417 7 Wed. Thurs. A.M. Inspection Mad PM. Final Inspection Certificate of Occupancy Date CITY OF 4&40914C 1211044WIt–494m4k Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M Receive I RM. P 69-3 _40', ess Loc ty Owner, Name Cnnt—t— Contractor BUILDING ELECTRICAL PWMBiNG MECHANICAL Framing Footing Rough Wiring 7 Rough 11 Air Cond. & Re Roofing Slab Temp Pole Top Out 0 Heating Insulation Lintel C>< Final Sewer 11 Fire Place 4 READY FOR INSPECTION Pre Fab Tues Wed. Thurs. Friday A.MI. 4 Inspection Made PM RM. Inspc-ctor Final Inspection 0 Certificate of Occupancy Date CITY OF office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. ed M. c- Job s Locality Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL Framing El Footing Rough Wiring El 0 Air Cond. & Re Roofing 11 Slab El Temp Pole El Top Out Ej Heating 0 Sewer Fire Place Insulation 0 Lintel 17, Final ?/-� 4� Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday RM. A.M. Inspection Made PM. Final Inspection 0 Inspector Certificate of Occupancy F Date A ;Xfj�-� All > 0 0 Rig EL ca OIQ r § CL I=Q ED CfC4 Z Co *-A GI =0 0 cr) 0 Z�ly m cn aQ 0 Cl3k 3: 14-0 1/2" lie Fll -Fl F2 FIQ F3 F9 CD V4 2 Q) T V R* IJOB# LA Ln DESICNER CmK. ErY HOLMES LUMBER PI ALNI- 4-- :c DATE 1-1()-f96 TR USS CO. p OjECToWrI24ZLVAJ�W5 v r" REVISION$�,b - m 6550 ROOSEVELT BLVD. JACKsoNviLLE. FL. 32244 PHONE �904� 772-6100 FAX (904) 772-1973 'Q-4 p r )I. 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