The URL can be used to link to this page

358 11TH ST (vault) CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT 1hIF©RMATION --- -- _ __LOCATION INFORMATION r Permit Number. 23183 - Address: 358 ELEVENTH STREET Permit Type: REMODELING Class of Work: POOL ATLANTIC BEACH, FLORIDA 32233 Proposed Use: SINGLE FAMILY Township: 0 Range: 0 Book: 5 Square Feet: Lot(s):17&E34'29 Block: 13 Section:0 Est. Value: Subdivision: ATLANTIC BEACH "A" Improv. Cost: 10,000.00 Parcel Number: 6OWNER Total Fees: 601tFORMATttN Date Issued: 12/20/20. Name: ROBERT AND GENIE HAMILTON Amount Paid: 60.00 00 Address: 358 ELEVENTH STREET i _ Date Paid: 12/20/2001 ATLANTIC BEACH FLORIDA 32233 Work Desc: REMARCITE SWl } Phi 04)249-5375 -- - AN -1 - C©NTRACTOR S I BONAFIDE POOLS I T 60.00 i X � a 1. 'gggf g Aw 4 t - __ _ - � � -_1�-r:�._-. -'.5, - •e..x.?r3z�K^�+'+ �r��_ 4T��'Y � a � y�� NOTICE- I � Uic 'r T4 tN 'ECTION BUILDING MATERIAL, R 1S FROM- MI ST NOT II+IUBLIC SPACE, AND MUST BE CLEARED UP "FAILURE TO COMPLY 'Ft LT IN THE PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLAN AR , rRMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF to "` ' ATLANTIC BEACH BUILDING DEPT. $58.80 14 Date: 12/28/01 01 Receipt: 0020840 CHECKS 1121; 8818011832is1ii80- -- --- - f CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOV G, DEMOLITIONS Owner(s) s ? Job Address S Phone-77-'-4 Lot# �- Block or Unit# If Subdivision A - oUL 4.0 U Contractor 6G S State License # Address Phone City State Zip Describe work to be done Present use of building f-Cx Valuation of Proposed Constructionl'0 Proposed use Is this an addition? If yes, what are the dimensions of the added space: ft. x ft. Will the added area be heated and cooled? New electrical (or increase) New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature of OWNER Date: Signature of CONTRACTO v� Date STATE OF FLORIDA r COUNTY OF Sworn to (or affirmed) and subscribed before me this_day of , 200 AS TO OWNER: Notary's Signature Personally known C Produced Identification Type of identification produced Swam to (or affirmed) and subscribed before me this day of 01 AS TO CONTRACTOR: Notary's Signat e D Personally knc , a1y� Patricia Amonette E: Produced Identt. MV COMMISSION# CC947012 EXPIRES � ) X71, August 27, 2004 60NOW YHRU TROY FAIN INSURANCE,INC �p ` Type of identification produced CITY OF ` 417-13 Qe=A ' Office of Building Official REQUEST FOR INSPECTION 2� Permit No. Date Time P.M. l Received Locality Job Addres t Contractor l Owner's MECHANICAL Name ---�. PLUMBIN ❑ CONCRETE ELECTRICAL Air Cond. & BUILDING Rough Wiring Rough ❑ Heating ❑ Footing Pol / u Top Out ❑ Fire Place ❑ Framing ❑ Slab ❑ ❑ Sewer Re Roofing ❑ Final Pre Fab ❑ Insulation Lintel M. READY FOR INSPECTION Friday�� ' ' Wed. Thurs. Mon. Tues. �I A.M. P.M. Final Inspection ❑ Inspection Made _ anc Certificate of occupancy❑ or A 4 ..C/�- Date W nun. ttt:l VKIV PHONE 1-aA �e 184.64. HANGS of (�,ormnt�exu�exrc�ent www Iw ewwaru # Book- 10423 Page 2309 it cwlssra: a 3 5 Thi undsnipnod hereby irdonns all concerned that improva ants will be made to cwUlft real property,and In amordencs with section 717.13 of the Florida Statutes,the following information Is stated In this NOTICE OF COMMENCEMENT. o wiwi.n.l w+p«n L.T 2Z. 6,45Z:-31- I -Adis/o1/ L�T�A,�f i is1 wlF�lir 6sswel dewtplMs of 7:5e v04. C L c7 SJ c *owes, oil In silo of 'ON ..,—a I"&M*Tide Wdw W o"'tha owtw) 01I CJ Aue— 3.f.LICF�S �i��I liJ L9 f t 1� S 0 ry�, lsc t J VAJ9 / 3221 '�` � b L(-ri�.�/GL£• �l�Ck. lc.�5'�4' f�� wand DOD, .. H a of Van= W"the Sla*of fforide d.oivnM.d by ew w epos wale eeftes or eiw&o.aw my dlJAala1111 �Yr•`Y♦1 •A �� rw+rw�.rw11� ` In addldan to himself,owner dn*wtee the followMg person to receive a copy of dw Limes Notice as provided Ill Section 713.13(1)(F).Florida Statutes(Fill In at Owner's option). .we av►ee►ee Aeeeees"ws aww III II Eook: p�g 9 Owlw . M4220 1452 Pa e: 2309 Fi�ed E Recorded Swam N and w4sa alae as lllir.f�.� 04/02/2002 11:07:45 M 7IN FULLER CLERKK CIRCUIT COW �� RkLUKK�T ' '�rjiyiS ' EALING .SSIO �CC E p• Td Wd9£=ZT Z00z 20 TPZ6 LPZ P06 = 'ON XIdJ DIdodl = WOtld r ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING N. UNDER SLAB PLUMBING 4SLAB FRAM I NG - COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MEC??ANICAL PERMIT # FLUMBIN�' PERMIT # Ao�"T 7 NOTES . Blue Cross Blue Shield of Florida Robert C. Hamilton,SRM . . ® /"Y(� Manager �.. Engineering 8 Building Services � q �""s 37s n n u� 4800 Deerwood Campus Pkwy. Jacksonville,FL 32246 �L _ � G/ �i�Q.+r/E 904-905-6407 904-499499-80348034(BEEPER) 3 904.905.6524(FAX) Alf �� - -71 C. �. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-SM-FAX: 247-5877 FORVA Permit Number: 23593 Address: 358 ELEVENTH STREET Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: 5 Proposed Use: SINGLE FAMILY Lot(s):17&E34'29 Block: 13 Section:0 Square Feet: Subdivision: ATLANTIC BEACH "A" Est. Value: Parcel Number: Improv. Cost: 7,752.00 _ _.OWNE�FORMATION Date Issued: 3/11/2002 Name: ROBERT AND GENIE HAMILTON Total Fees: 75.00 Address: 358 ELEVENTH STREET Amount Paid: 75.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/11/2002 Phone: (904)249-5375 Work Desc:' SCREEN POOL ENCLOSURE WITH GREEN ROOF TOR(S) APPLICATIC FS S TROPICAL ENCLOSURES INC. RMIT 75.00 r , k-7 AM� :! "�..,-ate;. �' �.. � .. '. �•-af' cam` +t �':��.�T �� '-4 j '' . � � 'M-.. ...L." --�.�t��*S^F:-•t r-tr��..y"",5'�` "+'.t5"�`-.�,�,ia'�' it"'�.r`�+�.rw-.:y, .,r"1`Yh' : NOTIC ION ,. " _.�.—.�—.,fie__. �'r..-^'-"' ,.�<>'� �dza*ter"ast�+' '.iv��'-� ^"'Yr"�., a•- ^��RJ BUILDING MATE R#✓ T �� C SPACE,AND MUST BE CLEARE - .- "FAsLURETO CO E THE PROPERTY OWNSWIW 69, R®VE ISSUED ACCORDING TOA �► LIT EJECT TO REVOCATION ' FOR VIOLATION OF APPLICA - - Oper: CHERYLE Type: OC Drawer: 1 Date: 3/11/82 81 Receipt no: 15589 ra - 14 PERMITS-BUILDIHG 1 794543 ATLAN BEACH B LDING T.- Trans number: CK CHECKS . 4282 $75.88 Trans date: 3/11%82 Time: 13:39:27 V CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET 7`L Address S8 �% �.SC/lf_Fay �/�1C LOSc7 i2�� Date 03 — 2 � OZ Heated Sauare Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch 112, @ $ per sq ft = $ 77 s 7 Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ �Z-- Total Valuation 1st $ /000 $ 3 � Remaining Value S5 per thousand or portion thereof TOTAL BUILDING FEE $ Sa + 1/2 Filing Fee $ 2S' ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 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 $ OTHER S 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 : • /�SSJc /' ^et c City of Atlantic Beach• 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805• http://www/ci.atlantic-beach-fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE IPJ �TG�2 APPLICANTS i3 e2. ADDRESS Z J 0 Z:7�,6F VeAl T!-� Jr 7 PHONE: `141 ADDRESS WHERE WORK IS TO BE PERFORMED S fe L1' 1✓c5N 761 LEGAL DESCRIPTION: BLOCK NUMBER�ILOT NUMBER 2�ZONING DISTRICT CONTRACTOR £�j JJ vls")Sow 1 STAT LICENSE NUMBER�6 t '0623 S"5/ ADDRESS ^ ex I J �i/,-Of �I�HONE CITY STATE _ ZIPFAX DESCRIBE PROPOSED USE AND WORK TO B DONE �Ci�ZEE/UCi� Dd L 'NL't-c�S �E PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? `5 If yes,what�are the dimensions of the added space: feet by .59 feet Will the added area be heated and cooled? New electrical or increase in service? A10 AA ,, New plumbing fixtures? M, New fireplace? �'w heating/air conditioning? / o Is approval or Homeowner's Association or other private entity required? L' If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.). The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL F A PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACT � ¢� DATE 17-14 —P7_ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME �� / MAILING ADDRESS � �n _1 /� PHONE r2! 11— FAX ;` V 7 ' 9 Z E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF �'� 2--- STATE /STATE OF FLORIDA,COUNTY OF DUVAL / NOTARY'S SIGNATURE , 92 E�PfFiES:Apr 27,2004 18003-NOTARY FL t'ia{ary Service l Bonding,Inc. AS TO OWNER: Personally known Q Produced identification Type of identification produced �Lit LISA M.TEWS-NEWSOME 1� 9 w Pue% a My Comm Exp.3/26/2002 No.CC 728173 AS TO CONTRACTOR: .Personally known ersonaly,Knom I I Other I.D. ❑ Produced identification Type of identification produced 01/02/02 Book 10270 page 1374 Notice of Commencement ,To wboaa u may concern: Tho tusderst 8r1cd hereby Won=you that improvements will be made to certain real property, and in accordance-with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COhQaNCEMEW. Deacr'Aticw of property: ....•. ;• ...r.......... .... '..`1...... LJ, ./ .... ..(....5............... �- ,,.....�.. .... ..• ........ . ................�. ............ .......H►•IH►n•►u.►►...u...••►•11...Hunu•.►•►u.•►...n..n•..•u u.......................•... ........... .... ............................... General description of improvement;: ...........�. ., ,1.C....... `'J... !.. .. .�.. ............... ;......,....►.,.... ,......... � a� �. ��.�l o �.41,.E-e- Owner: ....... ... .... ..�,,.:�.';�:./..,......... .. .• .. ..... �. .:�ti� .. ......................................... Address: ►.....��.?�.,....�.�.•,.. .....5.l.........��,�,......l �-�................ . ............................... owuces interest in site of the improvement; N/A................................................................:... - Fee Ska*Tide holder(if other than the owner): N/A............................................................... I V N/A C+ontraector ........... cr ..l•_........ ...... Address: F repared y. Surety(if�Y)� N/A ./U /ck't Wa �� .................................................................Ix. . ........................ / .......:...........3 Address: N/A..:........................ amount of bond: $ ........................ o�(Q 4 Name and &ddtess of any person majdng a loan for the construction of the improvements. ri/A►...........................................................................I...................... ...... N/A ...................:...................................................... lame Of the person within the State of Florida, other than himself, designated by owner upon whom notices Or.other documetus rosy be served: N/A...►..................................................................................................... Address:. N/A........... ...:....•:....,..................................................................9............ p additioa to himself, owner designates the'following person to receive a copy of the Lienor's Notice as rovided in Section 713.06 [2] [b], Florida Statutes. (Fifl in at Owner's option).- lu�ae: . .,►.....................................................:................................................................................I......... TUN alA4'ri t?Wi iiT,CORWiR'>i via OIrLY " l . ` .. m;q c z •• a 8T Owner b'77.71 C\ n ,�wow Sworn to and subscribed before me this ................. es 2 o� j oµ .....•.. ..... f..�? .� :� 4'r I oa . �li�?;oo r .• •.........►.. *- <> Y i , .. ...................• C18:8 ^ v Notary Public FREDERICK L.MALLORY • ' M Y COMMISSION i CC 910QS6 AtiF io- EXPIRES:Feb 4 2000 �. 1-900-3-NOTARY Fle.NO-Y S—Ake&BorWinp Co. r ,y •MAP ' 'SHOWI NG � BO U•NDARY :SURV E'Y OF 'LO7. Z7 AAIP .TINE 1E�4,ST 34 FEET OF GOT Z9, Bco4:K /3, Su60/V/S�O�t! "A"I A7ZAA/7/e BEACMj' A990APIW4 7V AeAT ;rAWX C40-C AS RECO,COED /N P4AT B. oe S, H4gf'b9 Ole' ,;r.MC eaAC.CV7 Ael.&/C Cfe0.e0S OF A4/VA4 C04W7Y, FLOXIDA xodeAT C. ! ermeC R. /!IoM/L 7VA/ M0471XAC►E S-C/KCE, 1W. CERTIFIED FOR: e,yieASO 7� if iyr• eO. ,e. cEc S; r/M RA, El E V EJV;rg .o'RIW S T. 84.00' (V �y • . .. •• • ' •'. ICort�✓6.t to ' j•, ' .. '.t � • .-i .j - ' • ,• ••� i • ' • .•••� •• • • to ••• •• �.•' ••• . • to • •• • • • •• , •• i s O V N /�.�' I3./• ' oNE srbRY � ' eOMC. BL CAC rxAmc ax 14 358 aov vi x tvT t! 1.07 ZX IP SG2EEN D ` � R?p L N • 'APPROVED Y OF ATLANTIC BEACH jBUILDING OFFICE �.., M ISR 0 2 2002 . 38 ,4107E �---- Cit of'Atltrttic Beach ACL FE,t/eES•AX4F 4'CA141AI Piinning nd•Zoning Department evA/X FXCE/T AY ZvOWAO approval ve ies compliance with appiicabl N aofing, •s,bdiv ion aqd other local land lte?ve!opment reg ations, but does not constitute a SND approval for the i uance of permits. Complianc 3 with Florida Build Code and all other applicable local-, State and d I permitting requirements •• •' must be verified g ature of the City of Atlantic •,. 6pach, Building c' I prior,to a issuance of a ;• . BtiHd'ing,Permit. Approved By: revelo m 8 4.o 00 ' . SPT 30 �• X07 28 DoT Z4 NOT VALID UJVLM EAJBaSSED ;TH SEAL OF 7HE UNDERSIGNED. Acc A,vfCES' ARE 0.00.00" I hV?EBY =7VY THAT 7HC_j2•Z_S4OMK HEREQN IS IN THE SPEM4L FLOOD HAZARD ZONCX.—AS SWAN ew awn py (,� RAW MAP=�sQ9—_FM AT4ANT/C BEACH, FLMDok UA7FD 4'/9-s4 i � p o J lll Zxi � lu UW C 9X7, �xv Zx . t� Ci"107 N N N N N N 9 W> 8 xZi rjx7.� NL IL N 0 co W <20 vi /'L N � Z Q 4�Wr gxZ l� Zn Z z�� SECTION 1 SCREENED ENCLOSURES General Notes and Specifications: 1. The following structures are designed to be married to block and wood frame structures of adequate structural capacity. The contractor/home owner shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. 2. If there is a question about the host structure, the owner(at his own expense) shall hire an architect, engineer, or a certified home inspection company to verify host structure capacity. 3. Any attachment that exceeds a combined beam length and upright height of 55'shall require site specific engineering. 4. For enclosures with mean roof heights greater than 0' - 15' use a conversion factor of 0.97 of heights and spans of the ASDM (Up to Mean Roof Height of 25', after that consult engineer.) 5. The proper structural name for a chair rail or top rail of an enclosure is a girt. Thus the terminology shall be interchangeable. 6. Screws that penetrate the water channel of the super gutter shall have ends clipped off for safety of cieaning gutter and the heads of screws through the gutter into the fascia shall be caulked. 7. Section 7 contains span tables and the attachment details of pans and composite panels. 8. When using TEK screws in lieu of S.M.S., longer screws must be used to compensate for drill head. 9. SOME LOCAL BUILDING DEPARTMENTS, SUCH A PINELLAS COUNTY, MAY REQUIRE A MINIMUM WALL THICKNESS OF EXTRUSIONS AND METAL ROOF PRODUCTS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE PLANNING YOUR PROJECT. 10, OrJ 15pr>17I0I.1AL 61jT`ie1C STtzAP Dit FLiZTZs)L�Z IS l Qv F-�� To �C LocA7c': I-1, _ THE Mlr>(r?iNT OF Tr1L n��aM StyACiNG, -r�}E 7TrLl�i'� rA1Y F-5E 4D.1,4-,TED -ro THE GLOSS�T 'r(�USS�IZpFTE2 TAt� To FAGLI"rATE PF-OF&.P. A-rrA.c-�Er4T WLFErI A Q" 51JPS FpG1A -POcs NOT cXIST, SECTION 1 SCREENED ENCLOSURES W PURLINS (TYPICAL) f PERIMETER MEMBER CABLE CONNECTION DETAIL 1 (TYPICAL) TOP RAIL 2 ui SCREEN (TYPICAL) H GIRT(TYPICAL) H1 CABLE CONNECTION w DETAIL 2(TYPICAL) GRADE K-BRACING (OPTIONAL) TYPICAL MANSARD ROOF ELEVATION NOTE: USE H2 FOR CABLE AREA CALCULATION ALUMINUM BEAM (SEE TABLE 1.1 OR 1.8) H K-BRACING DIAGONAL ROOF (OPTIONAL) BRACING (SEE SCHEMATIC PLAN) PERIMETER WALL SCREEN (TYPICAL) FRAME SIZE (TABLE 1.3 AND 1.4) ALUMINUM COLUMNS CABLE BRACING (TABLE 1.3 AND 1.6) SW GIRT(TYPICAL) (1'x 2"TYPICAL) SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL MANSARD ROOF ISOMETRIC CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 1-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. SCREENED ENCLOSURES SECTION 1 NOTE: \ MINIMUM POST SIZES / \ REQUIRED FOR EACH BEAM \ SIZE (SEE TABLE 1.6) 2"x 5" UPRIGHT OR LARGER SCOPE 2"x 4" UPRIGHT \ 2"x 2" PURLINS ATTACH TO / \ BEAMS WITH (3)#10 x 1-1/2" \ S.M.S. INTO SCREW BOSSES \ 2"x 2" MAY BE ROTATED TO : {�: ACCOMODATE SCREEN ::: .: :. .::: :: 2"x 4" S.M.B. ' .................. ...... ...... ...... 1"x 2" SNAP SECTIONS :;:;'. ;. :: : : 2"x 5"S.M ................... ...... ...... ...... ATTACH TO 2"x 2"W/ #10 x 1-1/2" S. M. S. @ 24" O.C. o` `O 2'rx 6" S.M.B. •::.:.:..::•::::...... ...... ...:.. OR CONTINUOUS SNAP o: :o: o: ' 2"x 7" S.M.B. SECTIONS OR 2"x 3" (4) .. .. SPLINE GROOVE SECTION :'::':;: :; : : 2"x 8" S.M.B. BEAM OVERLAP CONNECTION 2"x 9" S.M.B. OR GUSSET o Cl? 2"x 3" UPRIGHT MUST BE o NOTCHED FOR 2"x 2" ROOF X PURLINS � 0 0 FASTENER SIZE, NUMBER AND m m m x PATTERN (SEE TABLE 1.6) m 2 a> U) U) U) x c c 04 � lL7 CD X X X !Y CV N 04 O LL CO U) X N SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE OTO BIER PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES CUT BEAMS TO SLIDE OVER EACH OTHER OR 2"x 2" PURLINS ATTACHED PROVIDE GUSSET(PLATE INSIDE OR OUTSIDE TO BEAM WITH MIN. BEAM)THE SAME WALL THICKNESS AS BEAM (3)#10 x 1 1/2" SHEET WALLS o0 @ METAL SCREWS O O O O O O GUSSET PLATE O O TO BE SAME @ OO Q G THICKNESS AS BEAM WEB MINIMUM SPACING (PER TABLE 1 . 6) TYPICAL SIDE PLATE CONNECTION CONNECTION (PLATE INSIDE BEAM)OTHER OR CUT FOR \ Oo 00 OoI(e GUSSET PLATE CUT BEAM TO \ OO Qo SLIDE OVER EACH O \ O O O O O� O O O O NOTE: SELECT FASTENER SIZE, NUMBER AND SPACING FROM TABLE 1.6 TYPICAL SIDE PLATE CONNECTION - MANSARD ROOF SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND d = HEIGHT OF BEAM 2 x(d-0.50") STAGGERED EACH SIDE OF BEAM SPLICE SHALL BE MIN. d-1.00" d-1.00" SELF MATING BEAM BEAM HEIGHT MINUS 1/2"AND 2 x(d- .50") LENGTH .75" 1"MAX. + + + + + + + + d-.50" PLATE CAN BE INSIDE OR 75" + + + + + + + + 1"MAX OUTSIDE BEAM OR LAP CUT DENOTES SCREW PATTERN FASTENER SIZE, NUMBER AND NOT NUMBER OF SCREWS SPACING (SEE TABLE 1.6) TYPICAL BEAM SPLICE DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 1-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. SECTION 1 SCREENED ENCLOSURES STRAP SUPER GUTTER HOST STRUCTURE SPACING/2 -�- SPACING/2 SPACING/2 * SPACING/2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER GUTTER REINFORCEMENT ALTERNATE TRANSOM UPRIGHT 2"x 5"x 0.050" STRAP @ EACH SELF MATING BEAM BEAM CONNECTION WITH (2) (SIZE VARIES) S.M.S. PER STRAP (SEE SECTION 9) I 2" S.M.S. OR LAG SCREWS I (SEE SECTION 9) I I \ \ \ @0 0 \ @o\\ ANGLE OR RECEIVING CHANNEL(SEE SECTION 9 J @ 5"SUPER GUTTERFOR DETAILS) BEAM CAP ` SCREW PATTERNS MAY VARY(SEE TABLES OR MAXIMUM DISTANCE FROM NOTES FOR SIZE AND FASCIA TO HOST STRUCTURE NUMBER OF SCREWS) WALL 36"WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER GUTTER Lawrence E. Bennett, P.E. CML ENGINEER-DEVELOPMENT CONSULTANT P.O.BOx 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL �- PAGE © COPYRIGHT 2000 1-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES (5)#10 S.M.S. (MIN.) O - � O O O O n O 1/8"x 1-1/2"x 8" FLAT BAR o, 0.135" PLATE OUT ON 45 ANGLE EYE-BOLT OR TURNBUCKLE FOR O CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER L+1 TYPICAL CABLE CONNECTIONS (�� CORNER DETAIL 1 J MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6- 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE �O ' �d n ov � � a cD > v o � o ° TYPICAL CABLE CONNECTIONS (aD FOUNDATION DETAIL 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,RE 1-30 NOT TO BE REPRODUCED IN WHOLE OR SECTION 1 SCREENED ENCLOSURES 2"x 2"x 0.063" PRIMARY ANGLE EACH SIDE SCREEN 'd' SECONDARY � VARIES � #10 x 3/4" S.M.S. EACH SIDE 2"x(d-2 ")x 0.063"ANGLE 4" SHOW (SEE SCHEDULE NEXT PAGE) N EACH SIDE OF COLUMN WITH 1 #10 S.M.S.(SEE SCHEDULE 1" MIN. EDGE DISTANCE FROM NEXT PAGE) ® ®� EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB OR 1"x 2"O/B BASE PLATE 10 ® FOOTING (TYPICAL) e G CONCRETE ANCHOR(SEE e e e e GRADE SCHEDULE NEXT PAGE) ° 1-1/4" MIN. CONCRETE NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT PICAL 2"x 4" S.M.B. COLUMN CONNECTION 2" 2" (MIN.) (MIN.) SIDE VIEW TYPICAL S.M. OR SNAP SCREEN SECTION COLUMN CONCRETE ANCHOR THRU PRIMARY ANGLE (2)#10 x 3/4" S.M.S. EACH SIDE CONCRETE ANCHOR THRU PRIMARY 2" x 2"x 0.063" ANGLE OR WITHIN 6" OF ANGLE UPRIGHT IF INTERNAL SCREWS INTO SCREW 1"x 2" BASE PLATE (TYPICAL) BOSSES a d ° e A A e d a e G 1-1/4" MIN. CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1A 6" (MAX.) 6" (MAX.) MAX. SPACING 24"O.C. 3000 P.S.I. CONCRETE FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2001 1-38A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES ALUMINUM FRAME SCREEN WALL CAP BRICK 1/4"x 6" RAWL TAPPER BRICK KNEEWALL TYPE S THROUGH 1"x 2"AND MORTAR REQUIRED FOR LOAD ROWLOCK INTO FIRST BEARING BRICK WALL COURSE OF BRICKS ALTERNATE CONNECTION OF CIO SCREENED ENCLOSURE FOR BRICK OR OTHER NOW -iL�•r = — - STRUCTURAL KNEE WALL 4" (NOMINAL) PATIO 1"WIDE x 0.063"THICK STRAP @ CONCRETE SLAB W/6 x 6- - EACH POST FROM POST TO 10 x 10 WELDED WIRE MESH FOOTING W/(2)#10 x 3/4" S.M.S. OR FIBER MESH CONCRETE STRAP TO POST AND (1) 1/4"x 1-3/4"TAPCON TO SLAB (1)#5 0 BARS W/3" COVER OR FOOTING (TYPICAL) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1)#5 BAR CONT. BEFORE SLOPE Q4 (1)#5 BAR CONT. • / �� ODI • • e 8„ 1._0.. TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12" - V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0"THEN A TYPE II FOOTING IS REQUIRED. 51 p55 r. 44,&,LL. PSE MIkJ(MuM of 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6- 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7673774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 1-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREENED ENCLOSURES ,SECTION 1 Table 1.1 Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 For areas with wind loads 120 M.P.H. or less and Latitudes below 300 North Tributary Load Width"W"=Beam Spacing Hollow Sections 3'-0" 4.-0" 5'-0" 6,-0" 7'-0" 8'-0" Allowable S an"L" 2"x 2"x 0.036" 10-3- 8'-10" T-11" 7'-3" 6'8" 6'3" 2"x 2"x 0.044" 117-3" 9'9" 8'-9" 7'-11" 7'-5" 6' 11" 6' 6" 2"x 2"x 0.055"0.055"2" .055" 12'-4" 10'-8" 9'-6" 8'-8" 8' 1" 7'-6- T-1- x x - 0' 2 14- 012' 11" 116" -6" -9 . -73--4' 2"x 4"x 0.050" 20'-4" 17'-8" 15' 9" 13'4" 12' 6" 11'-9" TributaryLoad Width"W"=Beam Spacing Self-Mating Sections 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" Allowable Sp an"L" 2"x 4"x 0.038"x 0.100" 22'-10" 19'-9" 17'-8" 16'-2" 14'-11" 13'-11" 13'-2" 2"x 5"x 0.050"x 0.100" 28'4" 24'-6" 21'-11" 20'-0" 18'-6" 17'-4" 16'-4" 2"x 6"x 0.050"x 0.120" 33'-3" 28'-10" 25'-9" 23'-6" 21'-9" 20'4" 19' 2" 2"x 7"x 0.055"x 0.120" 37'4" 32'-4" 28'-11" 26'-5" 24'-6" 22'-11" 21'-7" 2"x 8"x 0.072"x 0.224" 48'-6" 42'-0" 37'-7" 34'-4" 31'-9" 29'-9" 28'-0" 2"x 9"x 0.072'x 0.224" 53'-9" 46'-7" 417-8" 38'-0" 35'-2" 32'-11" 1 31'-1" 2"x 9"x 0.082"x 0.310" 58'-1" 50'-4" 44'-11" —47177' 177' 38'-0" 35'-7" 1 33'-6" Tributary Load Width"W"=Beam Spacing Snap Sections 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 1 9'-0" Allowable Sp an"L" 2"x 2"x 0.036" 13'-5" 11'-8" 107-5" 9'-6" 8'-10" 8'-3" 7'-9" 2"x 3"x 0.045" 17'_1" 14'-9" 13.3 12'_1" 11'_2" 10'_5„ 9'-10" 2"x 4"x 0.045" 20'-10" 18'-1" 16'-2" 14'-9" 13' 8" 12' 9" 12'-1" 35'-11" 31'-1" 27-10" 25'5" 23'-6" 21'-11" 20' 9" 39'-11" 34'-7" 30'-11" 28'-3" 26'-2" 24'-6" 23'-1" Example: If beam spacing"W"=4'-0 Maximum"L"for a 2"x 4"x 0.038"x 0.100"Self-Mating Beam= Interpolation of tables is allowed. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Pudin spacing shall not exceed 7'-0". For beam spans greater than 40'-0"the beam at the center purlin and one purlin for each 14'-0"on each side of the center purlin shall include lateral bracing as shown in detail(48'-0")span with purlins at 7'-0" o.c.center purlin and(2)purlins each side of center purlin need lateral bracing. Note: It is recommended that the engineer be consulted on any screen enclosure that spans more than 55-0" and as a minimum the upright used for screen enclosures over 55-0"shall be one self-mating section smaller than the beam section. Spans are based on 120 M.P.H.wind load.Multiply spans/heights by 0.85 for 140 M.P.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7673774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 20001-43 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P.E SECTION 1 SCREENED ENCLOSURES Table 1.2 Allowable Spans For Secondary Screen Roof Members Aluminum Alloy 6063 T-6 For areas with wind loads 120 M.P.H.or less and Latitudes below 30°North Sections Fastened To Beams With Clips Tributary Load Width"W"=Purlin S acin Hollow Sections 3'-0" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 6'-0" 7'-0" Allowable Span"L" 2"x 2"x 0.036" 9'-9" 9'-2" 8'-8" 8'-2" 7'-10" 7'-6" 6-11" 2"x 2"x 0.044" 10'-10" 10'-1" 9'-6" 9'-0" 8'-7" 8'-3" 7'-8" 2"x 2"x 0.055" 11'-9" 10'-11" 10'-4" 9'-10" 9'-5" 8'-11" 8'-4" 2"x 3"x 0.045" 14'-3" 13'4" 12'-7" 11'-11" 11'4" 10'-10" 10'-1" 2"x 4"x 0.050" 19'-6" 18'-3" 17'-2" 16'-4" 15'-6" 14'-11" 1379" Tributary Load Width"W"=Purlin S acin Snap Sections 3'-0" 4'-0" 4'-fi" Allowable Span"L" 2"x 2"x 0.036 12'-10" 12'-0" 11'4" 1 10'-9" 110'-3" 9'-10" 9'-1" 2"x 3"x 0.045" 16'-4" 15'-3" 14'-5" 13' 8" 13'0" 2"x 4"x 0.045" 19'-11" 18'-8" 17'-7" 16'-8" 15'-11" Sections Fastened Through Beam Webs Into Screw Bosses Tributary Load Width"W"=Purlin S acin Hollow Sections S-0" 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 7'-0" Allowable Span"L" 2"x 2"x 0.036" 11' 11" 11'-3" 10'-7" 10'-0" 9'-7" 9'-2" 8'-6" 2"x 2"x 0.044" 13'-3" 12'-4" 11'-8" 11'-1" 10'-7" 10'-1" 9'-4" 2"x 2"x 0.055" 14'-5" 13'-6" 12'-8" 12'-1" 11'-6" 10'-11" 10'-2" 2"x 3"x 0.050.. 177-5" 167-4" 15'-4" 14'-7" 13'-11" 13'-4" 12'-4" 2"x 4"x 0.050" 23'-10" 22'-4" 21'-1" 19'-11" 19'-0" 18'-3" Tributa Load Width"W"=Purlin S acin Snap Sections X4 4'-0" 4'6" 1 5'-0" 1 5'-6" 1 6'-0" 1 7'-0" Allowable Span"L" 2"x 2"x 0.036" 15-77' 14'-9" 13'-11"1 13'-2" 1 12'-7" 1 12'-0" 11'-2" Using screen panel width"W"select upright length"H". For span"L"of puriin;use purlin spacing. Spans are based on 120 M.P.H.wind load.Multiply spans/heights by 0.85 for 140 M.P.H. Example: If purlin spacing = 5'-0"; Allowable"W"or span for purlin 2"x 4"x 0.050" Extrusion Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 J FAX(904)767.6556 SEAL PAGE ©-COPYRIGHT 2000 1-44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREENED ENCLOSURES SECTION 1 Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights) (Post/Upright Height) Aluminum Alloy 6063 T-6 Tributary Load Width=Upright Spacing Hollow Sections 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 9'-0" Allowable Height"H" 2"x 2"x 0.036" 7'-6" 6'-6" 5'-10" 5'-4" 4'-11" 4'-7" 4'-4- 2"x 2"x 0.044" 8'-3" 7'-2" 6'-5" 5'-10" 5'-5" 5'-1" 4'-9- 2"x 2"x 0.055" 7-0" 7'-10" 6'-11" 6'-5" 5-11" 5'-6" 5'-2" 2"x 3"x 0.045" 10'-11" 9'-5" 8'-5" 7'-9" 7'-2" 6'-8" 6'-4" 2"x 4"x 0.050" 14'-11" 12'-11" 11'-7" 10'-7" 9'-9" 9'-2" 07-0-7-1 Tributary Load Width=Upright Spacing Self Mating Sections 3'-0" 4'-0" 5'-0" 6'-0" 1 7'-0"T 8'-0" 1 9'-0" Allowable Height"H" 2"x 4"x 0.038"x 0.100" 16'-9" 14'-0" 12'-11" 11'-10" 10'-11" 10'-3" 9'-8" 2"x 5"x 0.050"x 0.100" 20'-9" 17'-11" 16'-1" 14'-8" 13'-7" 1 12'-9" 11'-11" 2"x 6"x 0.050"x 0.120" 247-5" 21'-2" 18'-11" 17'-3" 15-11" 14'-11" 14'-1" 2"x 7"x 0.055"x 0.120" 27'-5" -T37-9---21'7-3- 19'-5" 17'-11" 16'-9" 15'-10" 2"x 8"x 0.072"x 0.224" 35'7" 30'-10" 27'-7" 25'-2" 23'-4" 21'-10" 20'-7" 2"x 9"x 0.072"x 0.224" 39'-6" 34'-2" 30'-7" 27'-11" 25'-10" 247-2" 22'-9" 2"x 9"x 0.082"x 0.306" 42'-7" 36'-11" 33'-0" 1 30'-2" 27'-11" 26'-1" 24'-7'- Tributary Load Width=Upright S acin Snap Sections 3'-0" 4'-0" 5'-0" Allowable Hei ht"H" 2"x 2"x 0.036" 9'-10" 8'-7" 7'-8" 6'-11" 6'-6" 6'-1" 5'-8" 2"x 3"x 0.045" 12'-6" 10'-10" 9'-8" 8'-10" 8'-2" T-8" ' 2"x 4"x 0.045" 15'-4" -T3-7-Y—- 11'-10" 10'-10" 10'-0" 26 -797 9' S" 8'-10" 10 2"x 6"x 0.062" '-4" 22'-10" 20'-5" 18'8" 17'-3" 1672" 15'-3" 2"x 7"x 0.062" 29'-4" 25'-5" 22'-8" 20'-9" 19'2" 17'-11" 16'-11" Using screen panel width"W"select upright length"H". Spans are based on 120 M.P.H.wind load.Multiply spans/heights by 0.85 for 140 M.P.H. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Note:Site specific engineering required for pool enclosures over 20'in mean roof height. Example: Screen panel width"W"=4'-0"; Maximum"H"for a 2"x 4"x 0.038"x 0.100"Self Mating Beam= 14'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 1-45 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES Table 1.4 Allowable Spans For Secondary Wall Members (Girts) Aluminum Alloy 6063 T-6 Sections As Horizontals Fastened To Posts With Clips Tributary Load Width Hollow Sections 3.50' 1 4.00' 4.50' 5.00' 5.50' 6.00' 7.00' Allowable Length"W" 2"x 2"x 0.036" 7'-2" 6'-9" 6'4" 6'-0" 5'-9" 5'-6" 5' 1" 2"x 2"x 0.044" 7'-11" 7'-5" 6'8" 6'4" 6'-1" 5'7" 2"x 2"x 0.055" 8'-8" 8' 1" 7'-7" 7'-3" 6' 11" 6'7" 6' 1" 2"x 3"x 0.045" 10'S" 9'9" 9'-2" 8' 9" 8'-4" T-.11" 7'-5" 2"x 4"x 0.050" 14'x" 13'4" 12'-7" 11'-11" 11'-5" 10' 11" 10'-1" Snap Sections Allowable Length"W" 2"x 2"x 0.036" 7'-2" 6'8" Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Tributary Load Width Hollow Sections 3.50' 4.00 4.50' 5.00' 5.50' 6.00' 7.00' Allowable Length"W" 8 10 8 3 7 9" 7'-4" 7'0" 6'-9- 6'-3" 2"x 2"x 0.036' 7'-5" 6-- .044 ' 10" 2"x 2"x 0.044" 9'8" 9'-1" 8'-7" 8'-1" 7-9" 2"x 2"x 0.055" 10'-7" 9'-11" 9'-4" 8'-10" 8'-5" 8--1 7-6" 2"x 3"x 0.045" 12'-9" 11'-11" 11'-3" 10'-8" 10'-2" 9'9" 9'0" 2 x 4"x 0.050" 17'6" 16' 5" 15'-5" 14.8„ 13'-11" 13'4" 12-5" Snap Sections Allowable Length"W" 2"x 2"x 0.036 11 7" 10'-10" 10'- Maximum 0' 2" 9'-8" 9'-3" 8' 10" 8'2" Maximum girt spacing is 7'-0"o.c.Thus with chair rail or girt @ 2'-6"the maximum wall height without additional girt is 9'-6" Using screen panel width"W"select girt lengths. Spans are based on 120 M.P.H.wind load. Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. Example: `J If horizontal tributary load width=4'-0" Maximum"W"for a 2"x 2"x 0.044"Hollow Section fastened with clips= 7'•5" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE @ COPYRIGHT 2000 OUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH SECTION 1 SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Upright Deck Notes 'Minimum Number of Screws Beam Stitching Size Size Anchors #8x /." #10x'/z" #112x%" Screw at 24"O.0 2"x 3" 2"x 3" 2 No Splice 6 4 4 - 2"x 4" 2"x 3" 2 POLL Ld? 8 6 4 #8 2"x 5" 2"x 3" 2 Full Lap 8 6 4 #8 2"x 6" 2"x 3" 4 Full Lap 10 8 6 #10 2"x 4" 1 2"x 4" 4 Full Lap 10 8 6 1 #10 2"x 6" 2"x 4" 4 Partial Lap 10 8 6 #10 2"x 7" 2"x 4" 4 uu L.W 14 12 10 #12 2"x 8" 2"x 5" 6 F0ILL LAP' 16 14 12 #14 2"x 9" 2"x 6" 6 Punt.1.At' 18 16 14 #14 2"x 9"" 2"X 7" 6 IL Lar 20 18 16 #14 Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center #8 5/16" 5/8" #10 3/8" 3/4" #12 1/2" 1" #14 or 1/4" 3/4" 1-1/2" 5/16" 1 7/8" 1-3/4" 3/8" 1 1" 2" Refers to each side of the connection of the beam and upright. 0.082"wall thickness,0.310"flange thickness Note: 1. Use full lap cut detail for 2"x 6"beam to 2"x 3"upright. 2. Connection of 2"x 6"to 2"x 3"not allowed for partial lap connections. 3. For beam to beam splice size and number of fasteners is per side per end of splice. 4. Spans are based on 120 M.P.H.wind load. Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. 5. Deck anchors are based on Rawl®tapper load data for 2500 p.s.i.concrete and are considered to be typical for masonry and concrete anchors.Number of anchors is total(1/2 per side). "LLOL� 6eMotj5 5kAL.L µor r5E 'Srl.ICLP r i r-krT OWL 444 O'PtrucaHT- Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0'-2'-0" 2"x 2"x 0.044" 2"H-Channel With 3 #10 x 1/2"EACH SIDE To T-0" 2"x 3"x 0.045" 2"H-Channel With 3 #10 x 1/2"EACH SIDE To 4'-6" 2"x 4"x 0.044"x 0.12" Notch S.M.B.Over Beam And Upright 4 #10 x 1/2"Each Side (See Table 1.6 For Number And Size Of Screws) Note: 1. For Required Knee Braces Greater Than 4'-6"Contact Engineer For Specifications And Details. 2. Cantilever beam detail shown on page shall be used for host structure attachment when knee brace length exceeds 4'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL v PAGE © COPYRIGHT 2000 1-48 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. //►►11�� CITY OF 4& /3 meA— Office of Building Official REQUEST FOR INSPECTION / —�— Date 7 Permit o. r �� Time A.M. Received P. Job Address Loca' Owner's C tractor UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out a Heating Lintel ❑ Final ❑ Sewer Fire Place El Insulation Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday PM. A.M. Inspection Made v 1 PM. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date /CITY OF Office of Building fficial RTUEST FO I SPECTION Permit No. / Date Time A.M. Received P ' Locality Job Addre Owner's Name MECHAN BUILDIN CONCRETE ELECT PLUM NG ❑ oug ❑ Air Cond. & Footing To Out Heating Re Roofing Slab El Temp Pole 1:1p ❑ Fire Place ❑ Insulation El Lintel 1: Final Sewer Final Pre Fab READY FOR INSPECTION Mon. Tues. G�6� Wed. Thurs. ^ A.M. — 7 P.M. Inspection Made f Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF 811IC44 Office of Building Official REQUEST FOR INSPECTION JL-q 9 3 9 V Permit No. Date--� A.W, - oC Time �P.M. Received / Lo rty Jo Address Owner's Contractor Name PLUMBING MECHANICAL CONCR ELECTRICAL Air Cond. & - BUILDING Rough Wiring Rough Heating FootingTemp Pole Top Out Fire Place - Framing = Slab Sewer — Re Roofing — Final Pre Fab — Insulation — Lintel READY FOR INSPECT ON Wed. ur . Friday Mon. Tues. � A. Inspection Made Final Inspection _ Certificate of Occupancy Inspector— Date CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s): Robert &Genie Hamilton Address: 358 11th Street Phone: 249-5375 Lot # 27 & E 34' of Lot 29 Block# 13 Subdivision: ®K Contractor: Owner State License# Address: Phone: Describe work to be done: Add 510 square foot addition that includes a master bedroom full bath and laundry room Remodel existing master bedroom and bathroom to incorporate a full walk in closet. Bud et ermittin a as fire place will be installed in the master bedroom. Present use of building: Owners primary residence. Valuation of Proposed Construction: $20,000 Proposed use: Owners primary residence. Is this an addition? yes If yes, what are the dimensions of the added space : 16 ft. X 33 ft. Will the added area be heated and cooled? yes New electrical (or increase)? new circuits on existing 200 amp service New plumbing fixtures? 7 New fireplace? yes New Heat/AC? yes SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. p c� Signature OWNER: Date: Signature CONTRACTOR: c_ License Supplied: , Liability Insurance: „ pa da A„oKEIVED •� ,....,,.o Workers'sCompensation Insurance: ►�9uou�2cc2 '0 Q y O�aY1t10cE0**OY FAIN INSURANCE,INC. EP 2 3 1997 of Atlantic Beach � � Building and Zoning PSR-3W 16357 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION __.___.__ LOCATION INFORMATION - - __ '.ermit Number: 153.57 address : 358 ELEVENTH STREET Permit Tvpe :MECHANICAL ATLANTIC BEACH . FLORIDA 32233 lass of Work :ALTERATION -_- ------ LEGAL DESCRIPTION Constr . Tvne:WOOD FRAME Black: 13 Lot : 17&E34 ' 29 Twr ` r' Proposed Use : SINGLE FAMILY Section: O Subd: 69 Rng : Dwellings : 0 Subdivision:ATLANTIC BEA(7H "A" Est . Value, O . 00 Improv . Cost - 0 .00 Total Fees ; 41 .00 Amount Paid 41 . 00 T-7 r z c. :,WNER INFORMATION APPLICATION FEES --------- Aame : ROBERT AND GENIE HAMILTON PERMIT 41 nr ddr ' 353 ELEVENTH STREET ATLANTIC BEACH , FLORIDA :22.3_: ,_,bone: ` 904 )24`?-5375 -- -_ .. _ CONTRA"TOR I NFC`RMAT I O}V -- Name : LEGCZETT HEATING & AIR CONDITI'�'' ,.ddr : 550 KING= STREET ?ACKSONVILLE . FLORIDA 32204 Li �-- CAC013545 Ex_p . j ` Q. 3 NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Wt LK6 ATLANTI BEACH BUILDING DEPARTMENT '��►1tiA.Scr1c�9 By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACIt. FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER-- IMPORTANT — Applicani to complete all items in sections I, II, III, and IV. I, LOCATION Street Addie:,:_- --� � ----_---— --------OF Intersecting Streefs: Between And BUILDING svb-division Ii. IDENTIFICATION — To be completed by all applicants In consideration of perrnif given for doing Ike wort/ as described in IF,e above slaten,enf we hereby agree to perform said work in accordance wifh the affaclLed plans and speeif,calions which are a part hereof and in accrndance witi, the Cfy of Jacksonville ordinances and standards Of good practice listed fkerein. Name of Mechanical Contractors Contractor (Print) �M A Master C, Name of V Property Owner Signature of Owner Signature of or Authorised Agent Architect or Engineer Ill. GENERAL INFORMATION A. Typo of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON may' nictric THIS BUILDING OR SITE 1 _ ❑ Got —❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBEn OF CONSTRUCTION ❑ Oil PERMIT tt11 eeCC77 ::11 3 ❑ Other — Specify IV. MECHANICAL EQUI/MEDT TO IE INSTALLED NATURE OF WORK ((Froide complete list of cornponenh on back of this form) 4-T—flesidenlial or )-) Commercial LJ---H e a I ❑ Space ❑ R•cesc•d 10 Cenhal O Floor (J New Building (),-'Air Conditioning: [IRoom [ Central LH�Exisling Building ❑ Duct System: Material Thickness 'rt R I lacement Of existing system Maximum capacity c(m L-) New Installation(No system previously Installed) ❑ Refrigeration Li Extension or add-on to existing system Ll Otter — Specify A— i 2 - ❑ Cooling tower: Capacity 9-P.M. ❑ Fire sprinkle": Number of heeds ---_- - ❑ Elevator ❑ Manlift ❑ Escalator (numbar) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (num6er) (Rec•fwd) ❑ Tanks (number) Remarks ❑ LPG container: (numberl ❑ Unfired pressure vessel ❑ toilersPermit Approved by Date ❑ Oftser — Specify ,/�E' fL& ��1 Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Number Unitx Deicriptlon Model Number Manufacturer (Tons) Aproving l HEATING - FURNACES, DOILEILS, FIREPLACES Capacity Approving w Number Unita Description Model Number Manufacturer (BTU) Agency 6, TANKS Ito,► Many Notting] Capacity Type Liquid Name of Serial Approving e and Dirnulms Contained MAnufaeturer No. Agency f PSR-3844 159. q 11 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Oermit Number ! 15993 Address : 359 ELEVENTH STREET Permit Tvpe:RO.0M ADDITION ATLANTIC BEACH , FLORIDA-3223 LEGAL DESCRIPTION --- --- -- "lass of Work,:ADDITION 1-onstr . Tvpe:WOOD FRAME Block : 13 Lot :17&E34 ' 29 Twr) : Proposed Use : SINGLE FAMILY Section: 0 Subd: 69 Rnq : Dwellings : 0 1 Subdivision:ATLANTIC BEACH "A" Est " Value ' 0 .00 Improv . Cost : 29 . 975 .00 Total Fees : 360 .00 Amount Paid: 360 .00 Dat- 0aid: -21/19/1998 Work L-, f-D N S MP T I rT .ADDITIONS f ER LAN 5 BF- 545 nwNEF INFORMATION APPLICATION FEES --------- Name : ROBERT AND GENIE HAMILTON PERMIT 240 ,01- Addr ! 351 ELEVENTH STREET WATER IMPACT FEE 120 .0(1 ATLANTIC' BERCH . FLORIDA 32- ` -, .none: ` 904 )249-5375 --- --- cQrNTFACTOR INFORMATION ------ Name: .)PERTY OWNER Lire : Exr , rp v pe NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ;t 21 1w rn BUitbi% MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLMRE� UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER M AW CAN RESULT IN THE MECHANICS' LIEN L "FAILURE TO COMPLY WITH THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-95 ISSUED ,CORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATIf*DF APPLICABLE PROVISIONS OF LAW. w Date: 2/20/98 01 Receipt- 0953�6' 5163 CHECKS j ATLANTI C C BEACH BUILDING DEPARTMENT 06188883221888 By: • Hook 8758 Pg 1901 Bk.: 8758 Florida 1Laws Doc# 97240385 : JL901 FS 713.133 Filed & Recorded 10/24/97 10:30:07 A.M. 110fire of (Commentemen.k' W. COON. LERK CIRCUIT COURT (Prepared in Duplicate) DUVAL COUNTY, FL p REC. $ 6.00 JO G!//La/7Z G�/7ZC Ca/Z�Bf%G" The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated n this NOTICE OF COMMENCEMENT. 1 Description of property Lot # 27 8 E 34' of Lot#29 Block# 13 Subdivision: "A" 1i Th Concrete block residence 1,565 square feet located at 358th Street,Atlantic Beach, Fla. `J ^( General description of improvements Add 528 sq. foot addition that includes a master bedroom, Full bathroom and laundry room. Remodel existing master bedroom and bathroom to incorporate a full walk in closet. Budget permitting a gas fireplace will be installed in the master bedroom. Owner Ebert C. Hamilton, Sr. Ad ess L358 11th Street, Atlantic Beach, Florida 32233 Own improvement Fee Simple Title Fee Simple Title holder(if other than owner) Name Owner Address Same Contractor Owner Address Same Surety (if any) None Address N/A Amount of bond $ N/A Name of person within the State of Florida designated by the owner upon whom notices or other documents may be served: Name NIA Address N/A In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Seciion 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). THIS SPACE FOR RECORDER'S USE ONLY Owner 2!` Sworn to and subscribed before(me this day of C��DL> c' 19 `! 7 Notary Public o�,,pv rtre�. FREDERICK L MALLORY ` J. *• My ConrnW*Ion C=5390 \+ a e Expk"Feb.29.2000 ♦ �o 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) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT. SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) i •- �-BIDET (�) URINAL STALL, WASHOUT (4) 1 _ I 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) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS- 6_e $20.00 EACH $ 1a6,0 0 JOB INFORMATION 3�� OI 7_/Div Mar-04-98 08:22 P.01 / CITY OF ATLANTIC BEACH, FLORIDA App,pvwb R ELECTRICAL PERMIT APPLICATION f0 Kd TO TIIE CHIEF ELECTRICAL INSPECTOR: DATE:--._ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING TILE WORK AS DESCRIBED IN TIIE FOLLOWING, WE IIEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITII TIIE ATTACIIED PLANS AND SPECIFICATIONS, WIIICIi ARE A PART HEREOF,AND IN ACCORDANCE WITH TIIE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACII ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SYGNATUfl JOURNEYMAN NAME_ ADDRESS; }(f�nt�L� _3��3ZLRFD BOX BLDG.SIZE BETWEEN: RES.IJ? APT.( 1 COMM.( 1 PUBLIC( 1 INDUS.1 1 NEW( 1 OLD I I REW.( I ADDITION( I TRAILER 1 I TEMP.1 i SIGNS ( 1 SO.FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR(Y! FEE CONDUCTOR SIZE AMPS Zcr)'I'r COPPER ALUM.1 I _ SWITCH OR BREAKER Zn 0 AMPS I PH Hew VOLT,. RACEWAY EXIST.SERV.SIZE 7.00 AMPS PII 240 VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE _ 1 NO. LIGATING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED I I OPEN TOTAL _ 0.70 AMPS. 31-100 AMPG. SWITCFIES INCANDESCENT FLUORESCENT d M.V. FIXD 0100 AMPS. OVlP E APPLIANCES `L 13ELLTRANSF. AIR ILP.RATING II.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL IIEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PIIS NO. i N.P. VOLTAGE PIIS MISCELLANEOUS TRANSFORMERS: UNDER!!r4 ER 600 V. IND. KVA NO.NEON TRANSF. NO. R SIZE SWITCII FLASIIE EACH SIGN FORWARDED Feb-�3-yam 15 : 03 #7�v3oo� CITY OF ATLANTIC BEACH +� APPLICATION FOR PLUMBING PERMIT JOB LOCATION: J�V �G(fe� 1 STG2 OWNER OF PROPE ITY: PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: 'S7-� 2 Q G/ar7`CG`�� TELEPHONE: 20:7)STATE LICENSE vUMBER:—yJ=" HOW .-IAVy OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVA7')RIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSILS CLOSETS _WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: _ X 3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. PS 838,0 16047 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - -- PERMIT INFORMATION - __ __.. _._ LOCATION INFORMATION ---- Permit Number : 1604? Address : 358 ELEVENTH STREET Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 3223' "lass of Wc,rk:ALTERATION --- -- - --- LEGAL DESCRIPTION ---_ Constr. Type:WOOD FRAME Block: 13 Lot : 17fE34` 29 Turf: Proposed Use: SINGLE FAMILY Section: 0 Subd: 59 Rn7- Dwellings : 0 Subdivisien:ATLANTIC BEACH "A" Est . Value: 0 .00 Improv . Cost ' 0 .00 Total Fees : 29 .00 Amount Pii,:` 29. 00 TJ n r - }'l p r Nrl TN RE 'T)WT. `WNER INFORMATION __ __ _ _.._ __.____ __ APPLICATION FEES --------- �q nn came : ROBERT ANI` GENIE HAMILTON? RM1T Addr • ELEVENTH STREET ATLANTI'" BEA'"H FLORIDA 322 Phone: ' 904 ;249- 5375 CONTKACTCF' iNFORMATI,2N Name: W .W . GAY MECHANICAL :"ONTF? Addr* 524 STOCK.TCN STREET 7ACKSCN`ITLLE , FLORIDA 3221) 4- 2 . c . CFC01918 4 Exp ; / r NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' IMPROVEMENTSLIEN LAW CAN RESULT -99 THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Nlrlha ATLANTIC BFfACH BUILDINeEPAR MEN By DATE: 12/11/97 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: ROBERT C. HAMILTON R. B. Ellis Energy Design Systems Job Name: 358 11TH STREET *********************************************************************** DESIGN CONDITIONS For ATLANTIC BEACH OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%) 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 69469 2316 40846 1702 HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 12/11/97 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: ROBERT C. HAMILTON R.B. Ellis Energy Design Systems Job Name: 358 11TH STREET ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 99 96 64 24 283 COOLING 2475 3840 4736 1776 12827 HEATING 3168 3072 2048 768 9056 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1380 1380 COOLING 13800 13800 HEATING 31602 31602 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 76 76 COOLING 999 999 HEATING 1567 1567 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 217 7899 RAISED WOOD ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 2089 3238 3134 SGL ASSEMBLY KNEE WALL ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3964 Lights & Appl . Load 1200 Latent Safety Btuh 198 Ventilation Load Duct Heat Gain 3333 Infiltration Load 2462 Sensible Safety Btuh 1786 TOTAL SENSIBLE LOAD 40846 TOTAL LATENT LOAD 4163 Summer ACH 0. 4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 45008 BTUH Or 3 . 75 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 10368 Ventilation Load Duct Heat Loss 2663 Safety Btuh 3181 Winter ACH 0. 8 *** Total Heating Load 69469 BTUH Or 5.79 Tons*** FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION NORTH 1 2 3 FORM 60OC-97 Residential Limited Applications Prescriptive Method C Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC•97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 6008 97 or 600A 97. PROJECT NAME: BUILDER: LIMATE AND ADDRESS: PERMITTING�g IN2 OFFICE: IN ,- ZONE: 1 �3 PERMIT N0. JURISDICTION NO.: OWNER: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. M N FACTURE^HOMES AND BUILDINGS.OC installed components and features are covered by this to Only CK BUILDING SYSTEMS Comply when complete new system is installed. Please P 1. Renovation, Addition, New System or Manufactured Home 1. AoI d +I n L-. 00 2. Single family detached or Multifamily attached 2 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. S 1 D 5. Predominant eave overhang (ft.) 5. 3 Single Pane 6. Glass area and type: Double Pane / a. Clear glass 6a. � b sq. ft. sq. ft. 6b. sq. ft. sq. ft. b. Tint, film or solar screen 7 7. Percentage of glass to floor area 8. Floor type and insulation: 8a. R_ O (oS, lin. ft. a. Slab-on-grade (R-value) b. Wood, raised (R-value) 8b. R= sq. ft. 8c. R= sq. ft. c. Wood, common (R-value) d. Concrete, raised (R-value) 8d. R= sq. ft. 8e. R= sq. ft. e. Concrete, common (R-value) 9. Wall type and insulation: a. Exterior: �.s ft. 1. Masonry (Insulation R-value) 9a-1 R= �_ q 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 9b-2 R= sq. ft. 2. Wood frame (Insulation R-value) c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: sq. ft. 73 a. Under attic (Insulation R-value) 10a. R= Q_ �2 b. Single assembly (Insulation R-value) 10b. R= sq. ft. 11. Cooling system* (Types:central, room unit, package terminal A.C., gas, existing, none) 11. Type: iE1 SEER/E : 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: ��,L_S A� EF: VV (Types:elec.,natural gas,other,existing,none) *Pertains to manufactured homes with site installed components. es 1 hereby certif that the plans and specifications covered by the calculation are in withtheFlew of oridaEnerglans and y��2 ations sdbctiothis n scalculation completedlhstbuildi compliance compliance witCode. inspected for complianf�Sectiop 5 908,F.S. PREPARED BY: DATE:� � BUILDING OFFICIAL: - I hereby certifyn co pliance with the Florida Energy Code. DATE: DATE: OWNER AGENT:"- -1 - DATE: 12/11/97 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: ROBERT C. HAMILTON R.B. Ellis Energy Design Systems Job Name: 358 11TH STREET *********************************************************************** DESIGN CONDITIONS For ATLANTIC BEACH OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%) 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 69469 2316 40846 1702 HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 12/11/97 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: ROBERT C. HAMILTON R.B. Ellis Energy Design Systems Job Name: 358 11TH STREET ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 99 96 64 24 283 COOLING 2475 3840 4736 1776 12827 HEATING 3168 3072 2048 768 9056 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1380 1380 COOLING 13800 13800 HEATING 31602 31602 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 76 76 COOLING 999 999 HEATING 1567 1567 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 217 7899 RAISED WOOD ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 2089 3238 3134 SGL ASSEMBLY KNEE WALL ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3964 Lights & Appl . Load 1200 Latent Safety Btuh 198 Ventilation Load Duct Heat Gain 3333 Infiltration Load 2462 Sensible Safety Btuh 1786 TOTAL SENSIBLE LOAD 40846 TOTAL LATENT LOAD 4163 Summer ACH 0. 4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 45008 BTUH Or 3 . 75 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 10368 Ventilation Load Duct Heat Loss 2663 Safety Btuh 3181 Winter ACH 0. 8 *** Total Heating Load 69469 BTUH Or 5.79 Tons*** CITY OF ATLANTIC BEACH PERM/+IT CALCULATION SHEET Address 3 S-Y ( ( rt L S 1DQ e T f 0 Q) Date ! ( to -`Z 9,- Heated Sauare Footage @ $ S"5-.00 per sq ft = 5 �} Garage/Shed @ $ per sq f = S Carport/Porch @ S per sq ft = S Deck @ S per sq ft = $ Patio @ S per sq ft = S TOTAL VALUATION : S ).9 � �( � JS"goo S / foo Total Valuation 1st $ / coo 4—!�e 5-, © o S / Remai ing Value $�Qaper thousand or portion .thereof TOTAL BUILDING FEE S r00 + 1, Filing Fee S �c1.0a ( ) Fireplaces @ $15 . 00 $ U BUILDING PERMIT FEE Si o WATER IMPACT FEE $ J a01© O SEWER IMPACT FEE S WATER METER/TAP $ CAPITAL IMPROVEMENT 0- SEWER TAP S i ) RADON (HRS ) CO50 S SECTION H PAVING ( i $ HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ 3(� b ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; Swimminapool Septic Tank well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 1 CITY OF > t��t�stic Feacl - �7&T 4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 --�'— TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER To IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS, THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-228( 1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY `CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. OPERTYOWNE�BUILDER ADDRESS TELEPHONE c' SWORN TO AND SUBSCRIBED BEFORE ME THIS .�L' F 19, NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: . onette ARE EMPHASIZED BY THE BUILDING iiR�°� PatrlN 055388.cXP!PF. DEPARTMENT. ?yR• °„: MY COMM)A 9� 27 2111 ��.,•,,.�: BONDEDTt1Ru�R0YFAININSUfiAN�E,ING ; _ CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to W placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. Robert C. Hamilton 358!h Street, Atlantic Beach 249-5375 APPLICANT NAME ADDRESS TELEPHONE 2. 358h Street Atlantic Beach ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: Adding a 510 square foot addition at rear of home. The tree roots impact the installation of the footers and could eventually cause a structural concern. Roots have crossed the property line and are a concern for our neighbor. 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION One 1 Magnolia 31 inches ood 5. TOTAL NUMBER OF TREES TO BE REMOVED: ONE 0) 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 31 INCHES 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER DBH FIVE 5 Crape Myrtle 2 " times 5 = 10" TWO 2 Sago Palms 6 " times 2 = 12" RECEIVED QSEI 2 3 1997 QC City of Atlantic Beach Building and Zoning rim UQ N m _o Q .� W > >. n 1-4 %0o O v rn � � n v m w m m N � rn CD QI o o ° d CD CD II CD C ° I ADW n co o CO x a m o Q°�s o N o (D 3 ° =3 .�(D m - m =� m o o / N N �- W W 02 I - 11 c7 CD ■\1 a . rn • I D � -I.. N CL N 0 � 0 � m r- 0 0 3 S 3 0 0 0 0 o ° �zm 3 3 00x. m f y u a co N n O Q N. Ln::) a n ° o CC N \ N C 0) cm N Ln Ln (D N W m � � o 0 A 3 Ld m C3 m / CL x L 0 _ 3 o y °o 3 3 m CD -- m PO W s n CD (DW o s m m CD = O 0 3 On i 3 2- W 7 a_ W O 7 (D (D X N 4 O _ N a u Property Line L n rn 03 C. N 1'n d _ W CO xCP O V (Q Q0 O O 1 0 CD p p w CQ Cfl N n (CD 1 O Go CD (� Q O O Qp D ccn Q p• O co CD j p 900 5 00 O G) CD Cn v � rn F � _ � o Cn C v =3 N O N W � W �l r Q h N mM 00C<D ' t( O n rofmm < (D N O .+ m CD o' ni 3 m m m O �O ° n g»��m c� W --j f fD C N S� �° �-�° fD °1 (� (nm0 ��m o ° �'3 0 n C� CD Fj' m 3 3 N'-�cD a o S .. #A N__N O m(OD O S 3 7 d K cm: 7 CL(D O O C (D n O -� 3 N uN p 7 O w °O O] Z a 3 o 3 III 3 �n 8 x�o( D n �zm < `� °o o C,< O N X. I� j W 3 3 N K (D Ll 0-N (.h 7 Q N 11 A r- j n ai ° p 11 O y /� -, \„ „p (D.O� O) l-- lam_=(-I, lD C U1 (D y W + m n m `m it (� g ,( � m 3 x n q6 —� 0 A N< e Q Ln Ld LJ (� O ZN m (D co CD D �y` O � O a N N 0 CD N A N Q GoO S 0 CID j. CD 0 m C V Im 0 411, " wn 0 01 ° < o =Q N(D 61 '7 O W N 0) N W W W n • (D � N n x O (D O R O n u $ 1 Property Line 0 � a 0 w i A Q N O C cl? m !� CD < m 0 4 ttt � swWs 12'e- CD N �O v d -m �v wm T m N 3 W d fC/' O N 4I Q7(<p N W O O �_Ip (» N O 9 O n 7 7 W C n Q O O3 x CD 00h n n N N O W » 1 0> > �- Q 0 r`{i 0 ry rn o� N W v. � 0 U4 � C)O O � N (n U) �O O m N :L7 O A p cn C CD _— N (D lD co Op� 1 � O_ fD d .h. � y y a Q � (D O p C7n 71 _Q O Cn vO1, d y aq > m O 0) N Q =3 L+J 0 o D� rl n x \ R g�! O, W v N O �0•� �j Go W S n 7 pOj �n tT 23 fD f0' CD N CD .8- 0 a y 0 N N C_ W W y O N Q C n (D � a d cD fD � II I - I m x y 00 m (D (n (Da c a0 O 0 OO. C (D 01 (D x_N' N_(D 7 p( G7 O D j O N (D N m m 0 m m 0 � w rn c_ O N O N N (D N N fD N Z O N y d a ;3! n � o m 3 m CD < N 9 O O 7 I N N (D (D O (D S d 7 .m A OA D W N O m < G7 to o' � 0 � m?(D v =0CD m o N p W � N W W W E: U) U) (n CL C�d (p CQ L J r � n 00 rm � 0 cn 5 rn D N h CsJ ORMAN N n �O < � WZj =30 _� o 0 0 �» 0 f7o�7. r7 N 7 m m m (� x� $ m o 3 m' oWi w < x CD N A N � � d 7 O A �• r N � -' < ti W 4� Cl) C: o D W O� C Z, a'' I.; m �� s m G) 5nn 2.s 0 -n v 5' 3.o- 3 o = c<o .a ! r, P2) � N N N 0 .Ni W m < W 7 7 W •" A� A cn d�0 'gyp $ d 0 W r-F 0 cn � 1L A rTlrn d/O� a e N n 72; W � w Oq (7 ® r S N D a 7�a' ALG' d !A S 29 CD H S � CO aJ� O'mer G4 � fk x 2S S' IrP6 0 ID ziy � % 2 r o g o CD m 0 7. �e F, 0 A` Q n �m o: W m 0,0 lb ID 7 C=) -� T d d O 3.a r o m � � N M W W pN m A 11 J Ci /fid S � m O � n CD `° -o ' m N a � O GoJ rri 7 CD 5 0) 04 n 2.v m -n r 8 3 s 3 .c oo°O 0 0 0 0 3 -� m 3 a mz 25. n pDp�� 0011 0 $ 0 g w m �^ O o!' [AIR m C Ul N dl �a , cud M CD g A Ldo 0 9d� 0 a22 te» 0a > >.s A O N 0 C1 =0 3 ow � N W A CD 3 J Q � Property Line r 0 0 rm CD Q. o :3 "MINIM r„rm N N n rn Zo 0 m E �a D 0 0 T r- 3.m 3� 5 m , Q,m g O i 11 Ifo; El 11 uDim N ((fl O CL U) II 7 n N o CDN � O O A 62 0) LYI T M o M O � o ID ID m I 0 N .00• eo? 8 u=i o 3 o W _ � N N W W ❑ �p N n N d N O o ��p II Property Line r D D � A N X TT= N � N N W N CD � m w 3 0 mCL co m' o CLm m m' 03 r+ d EF OQ D s� � � co = N n � wafts - m o CL r+ W 0 (7 �. W v N d ri w 0 W O it J L (0 o �. J o J )m loot g 199100'05 L aoual poom loot g m m a) O C LL M Y W C U m X W a � N v ti ze m M > g cclq U o o LZ lol ED 0 6Z 101 m cY) o � o a 0 E C) IL \"JM J N >Gl m N O J M a m.� � N U U � 4 bA o O O U O �y1.0- 0 U m LL0 O 0 aaual pc mo o a� w Q a � / L�L _ Z L Z � F- -- O OwZ =) W > 00 W co LL Yo , Lu v) Q O 0 Uwe o 0 LLJ o °° _ o z .� . LN F- Oa O r � W 0 o� v m OPLL V / OOm Ov R a Z WOZ = � � Ow M w z F- LU Z = UH W HWw W = pm0 LL Z 0 c� o w Q < CD LL NQS ►_ 0 � Q L Q ui U i 8. ATTACH SITE PLAN INDICATION THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[]" i) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION , AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH: APP A TS SIG AT RE DATE �-zs=� WNERS SIGNATURE DATE APPROVED: TREE CONSERVATION BOARD CHAIRMAN DATE RECEIVED SEP 2 3 1997 City of Atlantic Beach Building and Zoning FOR OFFICY USE ONLY Date4gqc' V --- ---------------195___4Z ad Permit #__3&4)_5._Fee $-----30- TOWN OF TLANTIc BEACH 1 000 Valuation 6e ----------------------------------------- FLORIDA House #------------------------------ ------------ ------------7.S Z-/------ -------------------- APPLICATION FOR BUILDING PERMIT ------------------------------------ ---------------------------------------------------------------------------- Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the Town of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the Town of Atlantic Beach and all rules and regulations of the Building Department of the Town of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the Town of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date. VC_7---------49-----------------------------------, 191�4_ Owner - -----------------------------------------Address_4?2��'_--/1c---34W_--�T------Telephone No-95--e-4477 Architect-------- -----------------------------------------------------------.-Address----------__--------------------------------------------Telephone No.-------------------------- 7� I- - .---------------------- -------------------------- ----------------Telephone No..Contractor Builder----- -- ---- -----------------------------------------------Address - Lot No.S&w' /3'arg'o(�.�------------Block No. Sub Division------------------------------------------------------------- ------ --------Zone----------------- --------- ---------------------- 4 ----Street-------------------------Side Between..`/4-- -- --- ------- ----- ------------and-- _T-- � - Sts. ___._____.__._-______.--_.__ -_ rte_ n �A �X -- Valuation -----------and--- Valuation en or what purpose will building be used- _Avc;------Type of construction ------ 7---------Dimensions of Lot-----6�a,)c/ --------------------Size of Footings. ----><--- ---------- D i m e ns i o to �_ ! 6 -----------------------Type Roof Size of Piers--- -- --------------Size of Sills____.-- -------------------------Greatest Sill Span in ft. How will Building be Heated?4444-Xi 12-04G477-----------------Will Building be on Solid or Filled Ground?__J f -------.-..------------- O » Size - ------------------- Size of -Ceiling Joists__f___)_(__(------------------------- Distance on Centers--1A--------------------------------I Greatest Span- ------------------------ Size of Floor Joists._- ------------------ Distance on Centers.. ....... ------------------------------- Greatest Span--------- ------------------------------- -i�--------------------------- Greatest Span_/_Z___L---------------------- Size of Rafters--------- -------------------- ---------------------------- Distance on Centers ------- This rectangle is to represent the lot. v Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. d/ REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z �4 3. When steel is in place and ready to pour beam. E_ Ei 4. When framing is completed. O 0 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. pp Note: In case of any rejection,re-inspection MUST be called for after corrections are made. (WFRONT OF LOT 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 building regulations of the Tow tlanti each. A -4 MR11 ---------- Address-0� - 3 'T4= -------S -------I--------------- - - , Address--------------------------------------------------------------------------------------------------- e4 fi I No(ZTH i lid -a I o BaL i I I T H 'STfZSET LD 1w - zj--------APPROVED cw AL L C) F LcoT 27 t E&ST 3 41 TOWN of MOTT GEA OF L CT 2 C ; 6 L a C-tC 13 ; BUILDING OFFICE QTLD �+TtG I�EAGt-1, F'LOt 104 .,� PLOT P A N , i Date ...1 .1j.�- FREO L . AWe¢rJ HAr�(2�r' ??,�rzi`►i�,12, 6UILDE2 A 12C (4 ITEC' JULY 15r l s(s, t �S ?S y-LyrJ J� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J =" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept2coaKus Application Number . . . . . 07-00000327 Date 3/22/07 Property Address . . . . . . 358 11TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REWIRE 200 AMPS 120/250 VOLTS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HAMILTON, ROBERT C. MILLER ELECTRIC COMPANY 358 11TH STREET PO BOX 1799 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32201 (904) 388-8000 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/18/07 -------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION 7 T-h Property Address: E)J (4-n 4 33 i Owner: r 2vyl ITelephoneC� = ° ii Contra - ctor: Olt) Telephone 9: Contractor Address- Z51 (Ile '6 7 F Ia. Fax In consideration of permit given for doing the work as described in the above statement. we hereby agree to Mform said work in accordance with the attached plans ar-A specifications which are a pan hereof and in accordance with the City of Atlantic Beach ordinance and standards of gocA practice listed therein. i If other construction is Building: Building Type: Z Trailer this buon in service* bmsdone on ild ZI New Residence Z) Temp. �j New (7)r etc,fist dw building Q Old 0 Commercial 0 Signs Z) Increase Pei ran b iY Re-wire C1 Addition S+ Ft. V" Repair Conductor S* LN4PS:,-j0j,) CO Fswlucii or 7- j RACE Breaker 1 ANIPS PH W VOLT WAY Existing ServiceRACE Size AMPS PH W '2' VOLT JW M WAYISE If�()LT IW M Feeders: NO.'� SIZE NOSIZE a NO SIZE -4— Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN_ n AA A 1 11 100A Switches Incandescent [Fluorescent & M.V. 0,100"W!"s i OVER BELL Appliances 1 TRANSFER. Air H.P.RATING H.P.RATING CEILING Conditioning t COMP.MOT.0.,R_. OTHER MOTORS AMPS AT .......... Motors 0-1 KP. VOLTAGE PH I NO, 1 OVER I H.P. PHS 4 LNDERMW vpkboov Transformers NO. KVA NO, KVA No.Neon—Transf. Ea. Sign Miscellaneous L_ 800 Seminole Roa -Atlantic B Florida 32233-5445 Phone:(404)247-5800- Fax- (904)247-5 http:liwww.ei.atiantic-btach.fi.ii-s ofA&mBeach Pemdt To: JEA Electric Order Fulfillment, (Uax No.: 665-7372) Aftention.. Carol SchweizerlL.orge Craven,21 West Church St T-4 (665-6521) Subject: City cif Atlantic Beach Permit 9 Date: Service Address: Owner: 1rDJ�� • Owner Phone: _ Electrician: "�6fi7L �D Electrician Phone: ,3 = dao Type of Werk: New Service [_] M-Horne Subfeed [_] Increase Service Feat & AC �] Repair Service E Other [ Rewire [-%] Other Description: `temp Pole [_] OY10cyek- Service Type: L_10verhead (Repair/Replace) WUnderground(Revd Services) Building Use: ]Residential Church "Environmental vironmental JM-Horne lCommercial "Other Other Use Description: Service Size: New Service: Amps: Volts: Phase: Existing Service.-Amps.- aDD golfs: /;U Phase: E-mail: cravfl cr,'rea.com or sELvrcrA),ieaxcm or reso-nia-yiea.com HP Officejet 7410 Log for Pertonal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 May 01 2007 9:04AM Last Transaction Date Time Type Identification Duration Pages Result May 1 9:03AM Fax Sent 96657372 1:41 3 OK 03/20/2007 07:35 9043849446 MILLER ELECTRIC PAGE 02/02 r CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: � " S prpparty alddress:-3s-b i t Telephone O der: l^ --�-• 1e;<eQ6one k:Falk �J��-v �t� !1 ► o — Contractor Address: - --' In eauidcratian of permit Qj�'cn ftx doing.be work ss dcscrihed in the >yv.e suueruer+�we hereby a�?et io nertnrm sn lnrl n fans a+rd specification+which arc a Pan hcreoi and in ac,rxelanv:with Uw <ity r f'Allanr c Be I 'I acmdance with the attadted P rnetic'c lixt�therein. if�•t+"ct ,.�seucriun is 1 t urdintmuc and suvnbs+•d-of an td Service*—� 8aildin Type: o Trails y. a mI INA Wildins i Bnlidiag 1 A p Tcmp. New c..;,•.;;,+rhee.i+e;nd C7 New 111 t;r Residence 0 inctense ver,,hm� tr•. p Old C] Commercial 0 Sipu'l Repair O Additian. Sy' 41/Re-wire •---' —t �'--- COPPER Conductor S5n. S: WAY Switch or -_1 --i AWS _ ( PH �=- f 1 RACEL n Breaker r o vour, ajtsd 1ti�aY" Existing Service PH I W ( �-- Size AMPS 1 ^ SIZE ho t: y0 SIZE Feeders: r(3. SIZE i L.igbring Outlets , CONCEALED Re cls CoNCEAt EO Switches i I 1 I -•—_'ri incandevccnt -•—t-- — Fluorest rnt M! I I • at •--'-�-_..,�.'`•r>i� -. i rR:tySfEµ.. G_____•---__1 Fixed �CEILING A liances i H.P.RATING I CEIf Air H.P.R.4T1NG AWS Conditia+in COMP.MOTOR OTHERMOTORS PHS t *10. C+vEit 1 N.Y- r —4--- 'VOLTAGE PK 14 Motors 0-1 l H.P. � _ .._--------------•---...._-_--'--•""') 4 v NO. K v A i I NO. KvA ---~—' Transformers I Ea. Si Miscellaneous --------— — A00 Semiaole Ro>d•Atlantic 5�-hFlori http lt�«�223't gntu-t,cach.fl.n Phone:(9111)247-5A00• Fax: 9Dd} �a 0�