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Permit 1970 Francis Avenue � = 1 �� CITY OF ATLANTIC BEACH g S 1 %' 800 SEMINOLE ROAD ti ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 05- 00030915 Date 8/10/05 Property Address 1970 FRANCIS AVE Tenant nbr, name SREEN ENCLOSURE Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 5000 Owner Contractor NEWSOME, SHERELLA LIFETIME ENCLOSURES, INC. 5521 CHRONICLE COURT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 241 -1222 (904) 731 -5580 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 105.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 5000 Fee summary Charged Paid Credited Due Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI G OFFICIAL r s!. \Lau% CITY OF ATLANTIC BEACH cc: S BUILDING / ZONING DEPARTMENT S. _ ^* ; r) 800 Seminole Road S Doerr Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 n6 Property Address: / 7 0 Fran()) Q vfn u r Applicant: L / R JV l h' en c / 0 � u r7 - Project: Crr ?n F.nC1 6 This permit application has been: �.tz Approved EJ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. d By: () Reviewe y: h� Date: Chi Date Contractor Notified: . RECEIVED jS '•p CITY OF ATLANTIC BEACH 9 imi'c1C R 7nniinlC ' °'' "`.' CITY OF ATLA BEACH AUG 4 2005 BUILDING PERMIT APPLI BY: (ALTERATIONS /ADDITIONS) Date: 7. as.Or Job Address: L 6i17 Frane,i 5 1/•P of a e. Owner of Property: S t e,re.l l a Ni c i S n m2, Address: I 7 O r-elk. e -el l �... M 0 t6 nine - Telephone: cA ' r 18L Legal Description: Block Number: q Lot Number: (3 Zoning District: Contractor: o f-- -1 k4i0l9 F-riolo u ail e• State License Number: C fzC- oa8kf 7 Contractor's Address: Ire c; I _ I I III - _ .i . • • A i ' - 4. A gal Telephone: 0040 7A I • , m Fax: ( Q c'+, r/A I. 6 Describe proposed use and work to be done: C,a,c41 (Yl L_z Peer r,( p 6 Lire Present use of land or building(s): Valuation of proposed construction: dts 1 000 What are the dimensions of the added space: I 0 feet x GA feet Will the added area be heated and cooled? 1b � New electrical or increase in service? Iv) Add plumbing fixtures? 1\)(`,1 Add fireplace? I'v 0 Add heating/air conditioning? (r) 0 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will th project involve changes in elevation, site grade or any use of fill material or the removal of any trees? eNO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YE See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. O. Applicant certifies that no trees will be removed for this projx , w ,,.,, ,,...,...,• ...................1 L ES. Removal of Trees, will be required for this project. TREE REi TVAL•PPERRMI „IS 1 QUIRED. Tree Removal Permits to be reviewed by the Tree Conservation ijoa ,''bict meets twitAilks each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 -5826. 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 or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Publid Works is located at: 1200 Sandpiper Lane, Atlantic Beach; FL 32235,'releph8ne (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated 1 STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice 7of. Commencement., DwtiiiriCantractor 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 =.1 r CITY OF ATLANTIC BEACH "2a, > FLOOD PLAIN DEVELOPMENT INFORMATION Location: /9 76 F;:ancis 2U u e V Z, g! Type of Development: L Te /26b Flood Zone: X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: _17 ,,.fir» - NO Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: ° j Date: — Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 January 01, 2005 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386 - 767 -4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official /Plans Examiner, This is to certify that the following contractor /company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2005. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Jeff Briar Lifetime Enclosures 5521 Chronicle Ct Jacksonville, FL 32256 Should you h_•e any questions please contact me at your convenience. Sincerely, .A Law 7 ce E. B nett, P.E. #16644 r" ' CITY OF ATLANTIC BEACH cc: ' ' BUILDING / ZONING DEPARTMENT 1 • rd r ' 800 Seminole Road . Doerr ° L. J Atlantic Beach, Florida 32233 1 VIII E)1' (904) 247 -5800 r (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # a5'( - 30 ( Property Address: p � / 7 f rQThei 2VflUf Applicant: I--1 - 'C T I me En 1. I 01,1-1 Project: , er En Ci Lr re This permi pplication has been: Approved 0 Reviewed and the following items need attention: Please re- submit your pli ion when these items have been completed. Reviewed By: - Date: D if —v .S Date Contractor Notified: • 0 '1;��, RECEIVED �I CITY OF ATLANTIC BEACH S 51_1..:, CITY OF ATLANTIC BEACH AUG 2005 BUILDING PERMIT APPLICATIO (ALTERATIONS /ADDITIONS) _ BY. < � i • Date: / ry . °? Job Address: 1 q Ercule (S i4t/f ✓I l 1 e. OwnerofProperty: Sktere.(( N!2(io , e_, Address: 1470 Ske r e i I& I\9e.td6Ome. Telephone: A 71 8 Legal Description: - Block Number: `I Lot Number: 13 Zonin District: Contractor: - i FnoJ u reS b./Jnc • State License Number: Ke.,, 0a 8 t 7( Contractor's Address: l a I _ .. t 11 . OM 0 a AI I q..- A 9as Telephone: ( '7 AI ., 575 Fax: l Q D"l, 7A I. 5 Describe proposed use and work to be done: ___Cia,Z -1 «Ti c 5 Fe.lil E (..,( o A u. re . Present use of land or building(s): Valuation of proposed construction: 4r-- 000 What are the dimensions of the added space: 1 I 0 feet x ca feet Will the added area be heated and cooled? it) New electrical or increase in service? K.% ' Add plumbing fixtures? il\)Q Add fireplace? .V 0 Add heating/air conditioning? n a Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will th' project involve changes in elevation, site grade or any use of fill. material or the removal of any trees? eNO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YE See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building . Permit. N.O. Applicant certifies that no trees will be removed for this prof ; ems „ .., „ „.. 11 ES. Removal of Trees, will be required for this project. TREE REM( 9�'C 4'E I ,„, S QUIRED. Tree Removal Permits to be reviewed by the Tree Conservation 4r a i r y � "�¢�i'nneets lt�� �s iEach month. y oa BLS/4 XaCIS) ui*rt b'W. :1: ' g,, t4; 's ` ,ir, 3 ` Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 -5826. In order to correctly verity zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Cont the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post- construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlanriac•BeaCMIl .V° ;74.3yic; 'e eFrioriel(904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated r c,rs a t,qm,3 1 a i :,2SP- NC.`03) inrt;t.arr8 nx;;L I STEP 4. Please submit Building Permit Application, Energy Code Forms, Noticerofr ' (Gmtractor 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised l /14/03 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. (• A Signature of owner u it ANA.. , Date w P r 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 panting 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 an. ' .. ect and that the plans and supporting data have been or shall be provided as required_ Signature of Contractor: �� �A t S/ Date: Address and contact infor I at .t of person to receive all correspondence regarding this application (please print). Name: Mailing Addres�s � ,i l ' 6 / at Ot _ c� IP Telephone: tAb 73 ( 55T ) Fax: .1OLI) '731.67 11 E -Mail: AS TO OWNER: Sworn to and subscribed before me this 45 day of (1(L( , 20 05 • State of Florida, County of Duval r � N ....M..... I U ' AIMY G GODWIN Notary's Signature: J 0 Comm D00437220 Erns 5/5/200 ❑ ersonally known Bonded anti (x)432-4254 Florida Notary Assn., Inc Produced identification //,,� r� Type of identification produced �L 57). 74a • ul1• ( • 0 AS TO CONTRACTOR: h Sworn to and subscribed before me this C day of I u , 20 i . State of Florida, County of Duval I a•»»••«... Notary's 'gnature: 1 !/4 t3 AMY GOODWIN - / Comma DD00437220 Personally known >� oa nes e/srlo (*), E Bonded thru (800)432.4254 ❑ Produced identification ..� Ronda Notary Assn., Inc Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247-5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic - beach.fl.us Page 2 Revised 1/14/03 ' „ J CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: /_` 70 F;:evicis Lt;U p,Y1 c,! e a-C,3 Y 3 w Type of Development: C._t,'(e e,i 26001 Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: �� �� „ `�” ' ` s # Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: • Building Department Representative Revised 1/17/03 January 01, 2005 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386 - 767 -4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official /Plans Examiner, This is to certify that the following contractor /company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2005. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Jeff Briar Lifetime Enclosures 5521 Chronicle Ct Jacksonville, FL 32256 Should you h -•e any questions please contact me at your convenience. Sincerely, Law " ce E. B nett, P.E. #16644 MAP SHOWING BOUNDARY SURVEY OF .LOT 13, EXCEPT THE WEST 55.00 FEET THEREOF, L41 K.9, "ih:'NNLR' RE1- -'1 _a T", AC /N6 TO THE PLA T THEREOF AS RECORDED IN P.S.19, F'(, l(', Cr THE c,' //iI; 1 r I- l 1 i -; _ 1 RECORDS OF D(IVAl_ CCIINTY, FLOIiIL' /_i r' 1, .. l, N o r : -- _ — �.......� __ 1.4VGLES t:; Taal' >HEI IN THE FIELD. . 2.'!ELl' 14 ( 12 20 '14'45. Sr'. - --k' E. Lu•._ r 1 E CITY i f- AI ANTIC BEACH E ., 8, ;''. APR 2 5 2003 I ,- CHURCH ROAD __ BY: ------------------------------- J n- n 1 )‘\1 ‘11\ � o 1 o r lei to E LOT l4 tl J E a ti FND.I '2 "N8. G s 1/0.00 DEED 6 COMPUTED !_,; r,; ■ i� - -- - -- wry- ie z" 'r 4 0 � 5.It) • �. . n - N 1 — \ o mil) 1 0 O . o '° W o '1 ►- k. W A.3 F� l F 1 0 ,, e . —� ► c ' a 0 Fn r ro 0 - - - -- • - -- `' ' ' J a 34.0 ^ O C . o � o DNF. S10RY W FRAME � r' c�ft-rl '° Rr1NAlND w /AL�/ clp���� 4 �? ,•� � U; OF LOT l a<<E� ; c n,'o./s;c ' N ,� _. c1 N. 0 1y.F/111.F /3.nF - (, r 11 ( h � 77 2 I ( P POPL)Sf/J f n 0 v ^ n C - ' d ■ 0 I • 0.0 City of Atlanti • Belpch , , A ro s ^ ' - ' I 44 Planning and Zonin Depafim v ent i0 ■ 1 4,J • • 110.00 DEED 1o0O14PU4EMlivision and other local land — , n FNL'.5 t �d• development regulations, but does not constitute- . .• Cr) ' -/ L.8.6085 approval for the issuance of permits. Compliance H n with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by si . n ature of the City of Atlantic REMA 1 NDE,t e ui g " I P 1• ' trr4►i 1 .�/ prior t the issuance of e B � I,.� � 'CL O Approved By: ommun f' opinen * ( Date: Re ` Ct 12/27/'95- CERTIFICATION REVISED/ FIN.FL..4PPEP. 951105 r,ONC. -CON RE 1 C r R.M.- PCRMAIA N 1 FND. -T OUND DLK -t 1('r:.K P O. REFERENCE MON PO.C, -POINT OF OOMMF.NCMENT PRP.-PNATIONNT REFERENCE POINT T-Tqr ANOEt R RAOIUS NRL.- BUILDNJG RF.STRIr.TION TINF. R. -POINT OF EGINING Il NATIONAL C,FOOETIC VERTICAL DATUM COMP.- r.OMFUIEp RA0.- RADIAI. ESMT.- EASEMEN R0. -ROAD , B N EGI P VS.- PROr ESSIONAL LAND SURVEYOR ;I. _IA 7H A -DELTA AM f.Z. -FLOOD 7.ONE • 2004 — DESIGN / COMPONENT SELECTION N 2004 Patio Room w /Solid Roof - Screen, Glass, Acrylic or Vinyl Using as a Reference Aluminum Structure Design Manual, 2004 Edition by Lawrence E. Bennett, P.E. ASCE 7 -98, FLORIDA BUILDING CODE 2001 with March 1, 2003, Aluminum Association Manual Designer: James P. Briar of LIFETIME ENCLOSURES, Inc. Date: ? /. Ee/2005 5521 Chronicle Court. Jacksonville, FL 32256 Tel: 904- 731 -5580 Fax: 904 - 731 -5750 Owner: Szl 44.La ;\j AisoPY,P Address: / 770 F ., CcS Av r_ Pc A N4 t'RrAC.0 PC_. 3 2.22-- 3 3 Contractor (if other than designer) Jeffery A. Briar CRCO 28471 / James P. Briar 5CC049530 Wind Speed: 1 2..cs mph ® Wind borne debris zone (east of Yellow Bluff Road., East of US 17 North to Nassau County, East of 9A, East of U51 South of 9A and East of I -95 in 5t. Johns County) Occupancy Type: Construction Type: IV -P VI VI -UP Other Building Category a Screen ❑ Open Partially Enclosed ❑ Enclosed . Internal Pressure Coefficient: E71 0 ❑ .55 E .18 Exposure Category: ❑ A ❑ B C Importance Factor: .77 ❑ 1.0 Overall Room Size: Projection: . 7 ft For a room of: Screen walls only Length: Z 4 ft fii Screen walls /solid roof Overhang on host structure — in. _ Screen walls /solid roof /vinyl windows Height at the host structure ft., and at the ❑ Screen walls /solid roof /glass windows Load bearing wall: 7. 7 ft. Glass windows by: A) Roof Panel Selection: pace 7 -30, pages 7 -32 thru 7 -38 and pages 7 -42 thru pages ? -50 Using: "riser panel by 12" wide . 030 "thickness by 3105/1-1-25 alloy" ❑ "Composite Pare! w/ " thickness 1 Ib 1 -1/2 Ib 2 Ib Foam 9) Fourth W,ati'or Miscellaneous Beam: Ye., M No gage 3A-15 thru 34-20 table 3A- 1.3- (xx(,4tiscelleneous Screen or Vinyl Rooms), page 38 -42 38-44 table 36.1.4 -(xx (glass Rooms /Enclosed Structure) ari Tributary Load /width: ft. Desired Span: ft. Required Beam: x x e8 condary Tributary Load /width: ft. Desired Span: ft. Required Beam: x x Q Rida.-'eam: ❑ Yes 7 No page 3A -22 thru 3A -23 table 3A- 1.4- (xx(Screen or Vinyl Rooms), page 3B -46 thru 38-47 o (xx (glass Rooms /Enc'osed Structure) Tributary Load /width: ft. Desired Span: ft. Required Beam: x x II Edge Beam: page 3A -:G tnru 34 -12 table 3A- i.1- (xx(Screen or Vinyl Rooms), page 38 -30 rhru 38 -33 table 38.1.1- (xx(glass Rooms/Enclosed Structure) page 38 -38 and 38-41 table 38.1.3 (xx (Screen Room converted to Glass Enclosed Room) Tributary Load /width: (o ft. Desired Span: ft. Required Beam: x ' x .0 E) Post /Upright: page 34 -24 thru 3A -25 table 3A.2.1(xx(Screen or Vinyl Rooms), page 38 -48 thru 33 -49 table 38.2.1- (xx(glass Rooms /Enclosed Structure) page 38 -50 thru 38 -51 table 38.3.1(xx(Screen Rooms converted to Glass /Enclosed) Tributary Load /width: ft. Desired Span: 7, 7 ft. Required Beam: x x .04j' Tributary Load /width: ft. Desired Span: ft. Required Beam: x x Fl Kick plate rail, Chair rail, Window headers: page 3A -24 thru 3A -25 table 3A.2.1(xx(Screen or Vinyl Rooms), page 33 -48 thru 3B -49 table 38.2.1- (xx(glass Rooms /Enclosed Structure) page 3B -50 thru 33 -51 table 38.3.1(xx(Screen Rooms converted to Glass /Enclosed) _.�/ Kick plate /chair rail Height ,/‘, in. Tributary Load /width: ft. Desired Span: !� ft. Required Extrusion & x 7 x 'OW Window Header Height in. Tributary Load /width: ft. Desired Span: ft. Required Beam: x x . ATTA rl-R4F JJT ?F 7111 F Art, Ar"MFkl1" = t c; >1FZ NI IME3FZ �r ar_WT Hcst Structure (weed) to New wall y1Cx 2-112" SM5 1 24- o.; Hest Structure (masonry) ro New wail 1/4.'x2 -1/4" Concrete Screw 1 2 o.c. Waits rtes slab '.'+'x2 -114' Ccrt -e Screw 1 within 6' of Post varies And 24' o.c. along the length 'Nails :,e weed deck + Cx 2-1/2" 5■S 1 within 6' of Past vanes and 24" o.c. aier a t c le .gth Header * ,o Fasces , C 1 ii2"5M5 2 Per gaiter cr Truss Tau . Cx.O /4' ;;iris 1 . 1'L c.c. Header :o . Masonry Wail - !4"x2- 1 /4 ?accan Arsci-or 1 24'o.c, Header to Weed Wall ? ex1- 1/2"SMS 1 12"o-4-- Pan Zccr Header &x1/2" SM5 1 • at esc: riser 6x1" 3M5 3 thrcugc :he :axed can Comrosite Panel to Header T &xl /2 "5M5 1 8"ow.c::,eer side • 5x11.: cvi5 1 5 !cwer side Part Rzci scam +j►.Sx! /2 3 Ccually sbaccd across .':e 1C .:. SCar Carn'oaite ?anei to seam . Cx(t+1 /2 j5M5 1 r w11 -1/4' ender washer Fear ,Kocr atcrq rtcr -!cad bearing CicTe r ,r, x1127 1 2 4.•'a.G- Com:csite Panel along non -load bearng eier „er: T Gad: t/275.M5 1 2 w/1 -1 der washer Ncrt-ead Searra wall attac:Imert w Icad •ear;rg wail •1Cxl- 1/2'3M5 1 67r.s.r,- either e..d cr Fast T Cxl- 1/2'SMS vares 24';.;- 5eam to wail connection (ccrc: ere or */4x2- 1 /4'Concrete rna <erriwail) Arc ors 2 Per side Add 1 arc; „^r Ter side • far each addit:arai inch or ',cam greater art 3 inches. Ceara to waii ccnnet ian (wced) .ab - xG Lag Screws G Per :Jae Add 1 archer eer side far each addit;ortai int«: at' b eam greater :sn 3 incites. Seam Aluminum wall ccnreetion 41Cx1- 1/27. 2 P 3tae Add 1 archer rer Per eac:-. add:..:.nal .rcn cr earn greater than 3 inces • J w Z O en N cc w w w n0 M ' w w U O m ¢ (n 20 v Luz w a w N N~ Z C a - x O a �� N O O Z a 2 x "d DO Y Z co co :n m o o w ° w ...m 0 0 J U Ofq cc d'aN 0 O V) •-• o� z Z ;72:1 �W X1- x v w i m Q 2 V N o¢ X z a w a" x d p 0 . Z u N J0W m o ' - cc a wz� - z = =m 0 = ° � z C�m2 O N m 0 LUa QQ� N� mU� 0 tvOa Z 2 U ZV- x Z W ( x-� d a' N J x2F- m aV n si? Q ¢U =3- NO �a� n xa QZO I WJ ' il- 1.7‹.-. T �1_ d a s m w O O J W _� C7m 0 Mg . _ 1 ---- I A - O C7 J m J 0 ) r--0: O Q I Z O(n O 2 N S W O J W 2 J 0 - 20 Z ~ = — Ua a m w W = WOQ- 0O_ O xi l 0viW U m m � oo 3 Z Z� F. Z J cn�<n J x� O < rn Z x w s w g4 ry � w ccZ a LL ° � 0 0 �o O' v7U ;,,0 J Q m X w Ld 00 in g� 0 7m w Q iv cn f N cn x 3 2 fn N ,/' o cc 1- tx J N x = O ^ aa o a w aW ' ^ m 0 m H x wZO 0 U O W OU ¢o x OSwwF• ,.", x C , ° O aa O Y UZ O Z x o i o- Z 2 °=W IZ % Z a LL a 1 a - N <0-6 0 d O > U —• LL N u) cc O d N 0O w ZN O`✓ 2 00 O O O x U g U 0 ? • < Z N „ N O Z N, O � Z w ¢� CO x008 L viva. w0 cQ Oo a w1 V) II- _ Z 3 U7S M d N ¢ x J w _ J W N a a W w �) _ 2 W ^ O < U < n < W wC W I — CC U W N 7_ (n U U u F- J U a_r- 1 , camui O '�aa m LL <O -11 d a W , i . D et W Z IX III =■ II I W ' MOW p Z • F- J Q J Q U S w 6 y U 1 m o 0Q d � C7 w t-xx00 w a • O N < < O L ° 0 a Z ° Z < a •O N V 0 W a I- Y Z` Q O aw`2 Z U�vfw 0 Z CO O U ¢ 2 m O U w F— W LL Z ^ Q Q. x m W ~ tl 0 o 0 a x ; S O O x W N 3! m X LL • Pan roofs requires 3 #8 x 1/2" sms to be placed evenly across the pan into the load bearing wall Standing Seam Riser pans/Composite panels and 1 #8 x 1/2" sms 24" o.c. along the non -load Depth, metal thickness, alloy, foam wt, bearing wall determined by dear span of the roof, number of Composite panel attachment requires 1 #10 (t + 112") equally spaced anchor points using page 7 -30, sms w/1 -1/4" fender washer placed every 12' o.c. pages 7-32 thru 7 -38 and pages 7-42 thru 7 -50 / along the load bearing walls and 24" o.c. along / the non -load bearing walls. \ / /; \; -- _-- I1 • ' ; \ Edge beam span and size determined by 12 span + overhang or 12 span I I , whichever is greater using page \ I I 3A -10 thru 3A -12 table 3A- 1.1 -xxx, ' - • 3B -30 thru 3B -33 table 3B- 1.1 -xxx, t I i \ 3B-38 thru 38-41 table 38- 1.3 -xxx \ —�1 Girt and/or Window header girt size and maximum span is determined using page j 1 3A -24 thru 3A -25 table 3A- 2.1 -xxx, _7 I i 38-48 thru 38-49 table 38- 2.1 -xxx, 38 -50 thru 38 -51 table 3B- 3.1 -xxx 1 it I II Upright (post) size is determined by height requirements and distance between the uprights as shown on page 3A -24 thru 3A -25 table 3A- 2.1 -xxx, 38-48 thru 38-49 table 3B-2.1-)ox, N/14 I I 3B -50 thru 3B- 51tade 3B- 3.1 -xxx ( j i i I I jfi_ l I l • I Kickplate rail or Chair rail girt size and maximum span is determined using page 3A -24 thru 3A -25 table 3A- 2.1 -xxx, 38-48 thru 38-49 table 38- 2.1 -x, r r 1 xx 38 -50 thru 38 -51 table 3B- 3.1 ->orx I II I i 1/4" x 2 -1/4" Concrete screw within 6" of each pest and 24" along the perimeter of the enclosure i Vii. ,00111r 1" x 2" or 1" x 3" Scleplate 1 1 1 t -- • ,Approved' Foundation r ; r , / TYPICAL SOLID ROOF BEARING WALL SECTION 2¢O 1 ? Yn Gl � W 2 ` Uwril O a \ \ v \ \ z ,8, . O .N `o `J O W O a ry N U rie O m � N m vi <0 0c wx xN S m t),_, 32. r m n o E= <56 W . J tvn aL `. a W° ' a 1 a x w0 y i LL N u c$ m 3 m o a c _ m v 9 ` / m m m C p 0 m L .... .. I J e "_ .l t \\ $ ° m . E o E I ! IV ! m i 3 1d80:: Q N _ u c . E : p y ° ° . 0 m y te c2 _ ��— u. 5, m F- N^ a m g 0 u a n ,t. 1 cc O Z 8Q K` � ` E .� ,h u° E c a O • 0 a � m \' c a v H a c E m a$ v '5 LL L. z a :a :a `o � � oEi v E tt � Q I Z t7 N O ^'J I /,i o a m •E 0La C 3 E O w 1 �S > O —.-.. 1 L w . OW< Q OU S , ( � \ 2 a a m ri a m ri _ • 2 ww O N `� O N N co I \ \ \ O a 3; ' c LL O . J g 3 cy O y�H V)O 9 S Z -- . A 5 u , E n d qy I U all 0 N cacc w � N �� 2 a - '21; w ` r p '' a j � y0 U w ' wN . g , ` z . Na° E a ge E 1 (S) Z O O N 0 1.:4.. - (J ,�� N N O p c a c as < . _ ° ? o .o - ° a I W IL a Z z 'a x m \ \,/ )' o° -a ° °5 o' t u . °-,j . E T W r= " I \ N a m a c3? ' u � 4- m C g X my j__ / / -o Z-,2.m,..15,1:: u ° 2 = W y Ili ul �e / i z = u a_ u.„ N 1 r = U U Q O • 1 I I I 3 n, :cm'osi i Pan • of rVStem 1 1 5` i f: earn s:Z< X,d4'5 a� ' I I II cfp in. :ve -ara Patio Z o o overnar.a: ' Z n. x U Side Hall pcst i5: z !y: __?_.x Z X, BUG :'-' Z cz 1 Lcad Cearra Cost 5: 2 X i_ , Jam'} ' 7 7 •,n w z 'n !.7cor piacemert and n cost p la c ement varies Z Kickparel W _ , / <ree;:ail S) H— Chairrail W L7 Z C.— z W :lap mat m: '.' , :..,,d -... 7r.3 3 - ...cr 31:7,1 ; zca;.: 4) w !, / aria ' fCK Krec.vail 5 rcauir5 = ,;vter5 /Q If fearer required, size i in. deep in. val 1 J with n'ebar I I I IC Jc I RJ1' / 5{DL / Lf IEW u ' 7 t.1 A I h*AdkAl d 6k.A.At+ 9b.421 1.1 j f 1 v+cey ;sea roc: ' Or::lrOn Cv..:.41,10 �— inches p9GO roof wer ary LZ• ircSo; p> a roof werar..3 —� Canertc Paw Sl3c rour.:acon I F. Pat o Zocf Cocs4l. to G1r:s:rie (rck rs s:'ti o.r7h_ir.46) Z FLAN VIEW - SCREEN /GLASS ROOM- ROOF ATTACHED TO FASCIA/WALL FRAMING PLAN -PATIO ROOM w /SOLID ROOF Page c SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW ALUMINUM FRAME SCREEN – WALL LOCK INTO FIRST COURSE OF BRICKS ROW LOCK [ -T- 1 BRICK KNEEWALL TYPE S ALTERNATE CONNECTION OF —` MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL BRICK OR OTHER NON- STRUCTURAL KNEE WALL 4" (NOMINAL) PATIO 1" WIDE x 0.063" THICK STRAP M CONCRETE SLAB (SEE NOTES @ EACH POST FROM POST TO CONCERNING FIBER MESH) FOOTING W/ (2) #10 x 3/4" l S.M.S. STRAP TO POST AND ( 1 ) 1/4" x 1 -3/4" TAPCON TO I (1) #5 0 BARS W/ 3" COVER SLAB OR FOOTING I • a, (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" =1 4" MIN. (2) #5 BAR CONT. (1) #5 BAR CONT. 2' -0" MIN. 3 -1/2" (TYP. _ a / • al d, - - �- BEFORE SLOPE ALL SLABS) Q N \\ \ \< / \/% %% // \ ; < \ /,\ / /.\ /i� /i� /ice /ice, i�\ \�/ //. >\A \iX /, /\ i i� � g., / 12 f TYPE 11 TYPE 111 FLAT SLOP - ' • OOTINGG MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0 -2" / 12" 2" / 12" -1'-10" > 1' -10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3 -1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20' -0 ". Then a minimum of a Type II footing is required. All slabs shall be 3 -1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTv e3TM' (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB - FOOTING DETAILS SCALE: 3/4" = Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767 -4774 FAX: (386) 767 -6556 PAGE © COPYRIGHT 2004 3A -38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Section 3A Design Statement: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20 I = 0.77. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF ( # /SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Roof Wall Over Hang All Roofs 100 MPH +10 / -10 9 +20 / -30 11 QMPH +10 / -11 11 +20 / -36 120 MPFj) +10 / -13 13 +20 / -43 PH +10/ -14 14 +20/ -45 130 MPH +10 / -15 15 +20 / -50 140A MPH +301 -17 18 +30 / -58 1408 MPH +30 / -18 18 +30 / -58 150 MPH +30 / -20 20 +30 / -67 Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms From 120 MPH Wind Zone to Others Roofs Walls Wind Zone Applied Load Deflection Bending Applied Load Deflection Bending MPH ( # /SF) (d) (b) ( # /SF) (d) (b) 100 10 1.09 1.14 10 1.12 1.18 110 11 1.06 1.09 11 1.08 1.13 - 120 13 1.00 1.00 14 1, 1.00 1.00 �z 14 0.98 0.96 15 0.98 0.97 130 15 0.95 0.93 16 0.96 0.94 140A 17 0.91 0.87 18 0.92 0.88 140B 18 0.90 0.85 18 0.92 0.88 150 _ 30 0.76 0.66 21 0.87 0.82 Conversion Table 3A -B Conversion Table 3A-C Wind Zone Conversions for Over Hangs Conversion Based on Mean Height of Host All Room Types Structure for Screen Rooms From 120 MPH Wind Zone to Others From Exposure 'B' to 'C' • Wind Zone Applied Load Deflection Bending Span Multiplier MPH (#ISF) (d) (b) Mean Host Load Pans Composite 100 30 1.13 1.20 Structure Height Multiplier Panels 110 36 1.06 1.09 -- i- 1.21 0.94 0.91 120 43 1.00 1.00 15' - 20' 1.29 0.92 0.88 123 45 0.98 0.98 20' - 25' 1.34 0.91 0.86 130 50 0.95 0.93 25' - 30' 1.40 0.89 0.85 140A 58 0.91 0.86 140B 58 0.91 0.86 150 67 0.86 0.80 3A -ii SECTION 7 SOLID ROOF PANEL PRODUCTS • CT r 12" 12" x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = 1' -0" Table 7.3.1 Allowable Spans for Riser Panels for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary Products: Aluminum Alloy 3105 H -28 3" x 12" x 0.024" 2 or 5 Rib Riser Panels Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono - Sloped Roof & Attached Covers Enclosed Cantilever Region 1 &2 3 4 1 &2 3 4 1 &2 3 4 All span span span span span span span span span Roofs 100 MPH 14' -7" 17' -11" 18'-4" 13' -8" 17' -5" 17' -9" 11' -2" 14' -3" 14' -7" 4' -0" 110 MPH 14' -1" 17' -11" 18'-4" 12' -9" 15-9" 16' -0" 10'-6" 13' -5" 13' -9" 3' -11" 120 MPH 15-4" 17' -5" 17' -9" 11' -9" 15' -1" 15-5" 9' -11" 12' -7" 12-10" 3' -9" 123 MPH 13' -2" 16' -3" 17'-4" 11' -7" 14' -10" 15' -1" 9' -9" 12' -5" 12'-8" 3'-8" 130 MPH 12' -9" 15' -9" 16' -0" 11' -2" 14' -3" 14' -7" 9' -5" 11' -8" 11' -10" 3' -7" 140 MPH 10' -1" 12'-6" 12' -9" 10' -1" 12-6" 12' -9" 8' -11" 11' -1" 11' -3" 3'-4" 150 MPH 10' -1" 12' -6" 12' -9" 10' -1" 12'-6" 12' -9" 8'-6" 10'-6" 10' -9" 3' -3" x 12" x 0.030" r 5 Rib Riser Panels Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono - Sloped Roof & Attached Covers Enclosed Cantilever Region 1 &2 3 4 1 &2 3 4 1 &2 3 4 AN span span span span span span span span span Roofs 100 MPH 15' -9" 19' -5" 19' -10" 14' -10" 18' -10" 19' -2" 12' -6" 15' -5" 15' -9" 4' -0" 110 MPH 15-3" 19' -5" 19' -10" 13' -9" 17' -10" 18' -2" 11' -3" 14'-6" 14' -10" 4' -0" 120 MPH 14' -5" 18' -10" 19' -2" 13' -2" 16' -3" 16' -7" 10' -8" 13' -7" 13' -11" 4' -0" 123 MPH 14' -2" 18'-4" 18' -8" 12' -11" 15' -11" 16'-4" 10'-6" 13' -5" 13' -8" 3' -11" 13' -9" 17'-4" 17' -9" 1 '- " 15' -5" 15' -9" 10' -2" 12' -11" 13' -2" 3' -10" 140 MPH 10' -11" 13' -6" 13' -9" 10' -11" ")3'-6" 13' -9" 9' -8" 12'-4" 12' -7" 3' -8" 1bU MPH 10' -11" 13' -6" 13' -9" ""ITI-'TT'' 13'-6" 13' -9" 9' -2" 11'-4" 11' -7" 3' -6" Note: Total roof panel width = room width + wall width + overhang. Lawrence E. Bennett, P.E. FL # 16644 = = _ METALS USA CIVIL ENGINEER - DEVELOPMENT CONSULTANT B u i l d i n g Products L.P. P.O. BOX 214368, SOUTH DAYTONA, FL 32121 7815 American Way, Groveland, FL 34736 TELEPHONE: (386) 767 -4774 FAX: (386) 767 TEL: (352) 787 -7766 x202 FAx: (352) 429 -2011 TOLL FREE: 1 -800- 342 -9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2004 7 -38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1 -140A Allowable Edge Beam Spans - Hollow Extrusions for S crylic or Vinyl Rooms For 3 second wind gus at 140A MP velocity; using design load 17 # F (58 # /SF for Max. Cantilever) Aluminum Alloy 6063 T-6 — 2" x 2" x 0.044" 2" x 2" x 0.055" Load ! Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max. an Cantilever p p Cantilever 5 4' -7" d 5' -8" d 5' -8" b 0' -11" d 5 4' -11" d 6' -0" d 6' -2" d 0' -11" d 6 4'-4" d 5'-4" b 5' -2" b 0' -10" d 6 4' -7" d 5' -8" d 5' -8" b 0' -11" d 7 4' -1" d 4' -11" b 4' -9" b 0' -10" d 7 4'-4" d 5' -5" d 5' -3" b 0' -10" d 8 3' -11" d 4' -8" b 4' -6" b 0' -9" d 8 4' -2" d 5' -1" b 4 b 0'-10" d 9 3' -10" d 4'-4" b 4' -3" b 0' -9" d 9 4' -0" d 4' -9" b 4' -7" b 0' -9" d 10 3' -8" d 4' -2" b 4' -0" b 0' -9" d 10 3' -11" d 4' -6" b 4' -5" b 0' -9" d 11 3' -6" b 3' -11" b 3' -10" b 0' -8" d 11 3' -9" d 4'-4" b 4' -2" b 0' -9" d 12 3' -5" b 3' -9" b 3' -8" b 0' -8" d 12 3' -8" a 4' -2" b 3' -11" b 0' -9" c 3" x 2" x 0.045" 3" x 2" x 0.070" Load ! Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 S 3 Span 4 Span Max. Cantilever 1 Cantilever 5 5' -3" d 6' -5" d 6' -7" d 1' -0" d 5 5' -10" d 7' -3" d 7'-5" a 1' -2" c 6 4' -11" d 6' -1" d 6' -2" d C'-1 d 6 5' -6" d 6' -10" c 6' -11" d 1 1' -1" d 7 4' -8" d 5' -9" d 5' -9" b 0' -11" d 7 5' -3" d 6' -6" d 6' -7" d 1' -0" d 8 4' -6" d 5' -6" d 5'-4" b 0' -11" d 8 5' -0" d 6' -2" a 6'-4" c 0' -11" a 9 1 4'-3" d 5' - b 5' -1" b 0' -10" d 9 4' -10" d 5' -11" d 6'-0" b 0' -11" d 10 4' -2" d 4' -11" b 4' -10" b I 0' -10" d 10 4' -8" d 5' -9" d 5' -9" b 0' -11" d 11 4' -0" d 4' -9" b 4' -7" b 1 0' -9" d 11 4' -6" d 5' -7" d 5' -5" b ( 0' -11" c 19 -- 3 -1 d 4' -6" b 4' -5" b 0' -9" d 12 4' -5" d 5' -5" b j 5' -3" b i 0' -10" d 2' x 3" x 0.045" - 2" x 4" x 0.050" oad ax. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span! 3 Span 4 Span Max. Cantilever Cantilever .' -6" d 7' -11" b 7' -8" b 1' -3" d 5 8' -5" d 10' -1" b 9' -9" b 1' -8" d 6 6 -1" d) 7' -3" b 6' -11" b 1' -2" d 6 7' -11" d 9' -3" b 8' -1 b 1' -7" d 7 5' -9" d 6' -8" b 6' -6" b 1' -2" d 7 7' -6" d 8' -7" b 8' -3" b 1' -6" d 8 5' -6" d 6' -3" b 6' -1" b 1' -1" d 8 7' -2" b 8' -0" b 7' -9" b I 1' -5" d 9 5'-3" b 5'-11" b 5'-8" b 1• - d 9 6' -9" b 7' -7" b 7'-4" b 1' -4" d 10 5' -0" b 5' -7" b 5' -5" b 1' -0" d 10 6' -5" b 7' -2" b 6' -11" b 1'-4" d 11 4' -9" b 5'-4" b 5' -2" b 0' -11" d 11 6' -1" b 6' -10" b 6' -7" b 1' -3" d 12 4' -7" b 5' -1" b 4' -11" b _ 0' -11" d 12 5' -10" b 6' -6" b 6'-4" b 1' -3" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767 -4774 FAX: (386) 767 -6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A -13 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.2 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 130 MPH velocity; using design load of 15 # /SF Tributary Load Width 'W' = Purlin Spacing Sections 3' -0" I 3' -6" I 4' -0" I 4' -6" I 5' -0" I 5' -6" I 6' -0" I 6' -6" I 7' -0" _ 7' -6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8' -1" b 7' -6" b 6' -11" b 6' -7" b 6' -3" b 5' -11" b 5' -8" b 5' -6" b 5' -3" b 5' -1" b 2" x 2" x 0.055" Hollow 8' -10" b 8' -2" b 7' -7" b 7' -2" b 6' -10" b 6' -6" b 6' -3" b 5' -11" b 5' -9" b 5' -7" b 3" x 2" x 0.045" Hollow 9' -8" b 8' -11" b 8'-4" b 7' -11" b 7' -6" b 7' -2" b 6' -10" b 6' -7" b 6'-4" b 6' -1" b 3" x 2" x 0.070" Hollow 11'-6" b 10' -8" b 9' -11" b 9' -5" b 8' -11" b 8' -6" b 8' -2" b 7' -10" b 7' -6" b 7' -3" b 2" x 3" x 0.045" Hollow 10' -11" b 10' -1" b 9' -5" b 8' -11" b 8' -5" b 8' -1" b 7-8" b 7' -5" b 7' -2" b 6' -11" 2" x 4" x 0.050" Hollow 13' -11" b 12' -11" b 12' -1" b 11'-4" b 10' -9" b 10' -3" b 9' -10" b 9' -5" b 9' -1" b 8' -10" b 2" x 4" x 0.046" S.M.B. I . 6,-4„ b 1 15' -1" t 2" b 1 5 `, 6" 5,1 = 10'-8" ` 2" x 5" x 0.050" S.M.B. 20 -2" 5 18' -8" b 17' -6" b 16' -6" b 15' -8" b 4 b f 1" b l 14' -3" 13'-9" b 13' -3" b 12' -9" b b 1 2" x 6" x 0.050" S.M.B. 22'-4" 5 20' -8" 19'-4" b 18'-3" b 1 -3" 5 1P 5" 5 1 5 b 1 "5' -2" 5 14'_7" b 14. b ' 2" x 2" x 0.044" Snap 9' -7" b ( 8' -11" b I 8'-4" b 7' -10" b I 7' -5" b 9" b 1 2" x 3" x 0.045" Snap 12'-4" b 1 11' -5" b 10' -8" b 10' -1" b 9 '-6" b 9'-1" b :- " I 8'-4" 8'-1" -1" b 7' - b 2" x 4" x 0.045" Snap I 15 - " - ' - 11" b 13' - 0" b I 12' b 11' - 8" '' 1" 1 5 13" b o b For 3 second wind gust it 1 'IP • velocity; using design Toad Tributary Load Width 'W' = Purlin Spacing Sections 3' -0" . I 3'-6" 4' -0" , 4' -6" I 5 ' -0 " 5. -6„ IC 6'-0") 6 ' -6 " I -0 " 1 7' -6" towable Height 'H' / bending 'b' or deflection 'd' 7' -7" 5 7' -0" .■ _6'-7" 6' -2" b 5' -10" b 5' -7" b 5'-4" b 5' -2" b 4' -11" b 4' -9" b •.� Hollow ' 8' -3" b 7' -8" b I 7' -2" b 6' -9" b 6' -5" b ( 6' -1" b ( 5' -10" b 5' -7" b 5' -5" b I 5' -3" b 3" x 2" x 0.,045" Hollow 9' -1" b 8' -5" b 7' -10" b 7' -5" b 7' -0" b 6' -8" b 6'- " b 6' -2" b ( 5' -11" b 5' -9" b 3" x 2" x 0.070' Hollow 10' -10" b 10' -0" b 9'-4" b 8' -10" b 8' -5" b 7' -11" 7' 8"" 7' -4" b ( 7'-1" b 6'-10" b 2" x 3" x 0.045" Hollow 11' -3" b 10' -5" b I 9' -9" b I 9' -2" b 8' -8" b I 8'-4" b I /' , b 7' -8" b 7'-4" b 7' -1" b 2" x 4" x 0.050" Hollow 13' -1" b 12' -1" b 11' -4" b 10' -8" b 10' - b f 9 ' -8" b 9' -3" b 8' -11" b 8' -7" b 8' -3" b 2" x 4" x 0.046" S.M.B. 15'-4" b 14' -2" b 13' -3" b 12' -6" b 11' -11" b 11'-4" b 10' -10" b 10' -5" b 10' -0" b 9' -8" b 2" x 5" x 0.050" S.M.B. 18' -11" b 17' -7" b 16' -5" b 15' -6" b ( 14' -8" b 14' -0" b 13' -5" b 12' -11" b 12' -5" b 11' -11" b 2" x 6" x 0.050" S.M.B. 20' -11" b 19' -5" b 18' -2" b 17' -1" b 16' -3" b 15' -6" b 14' -10" b 1 14' -3" b 13' -9" b 13' -3" b 2" x 2" x 0.044" Snap 9' -0" b 8'-4" b 7' -10" b 7'-4" b 6' -11" b 6' -8" b 6' -5" 5 6' -2" b 5' -11" b 5' -8" b 2" x 3" x 0.045" Snap 11' -7" b 10' -8" b 1 10' -0" b 9' -5" b 8' -11" b 8' -6" b 8' -2" 5 7' -10" b 7' -7" b 7'-4" b 2" x 4" x 0.045" Snap 14' -2" b I 13' -1" b( 12' -3" b 11' -7" b 110' -1 b 10' -5" b f 10' -0" b I 9' -7" b 9' -3" b 8' -11" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A -25 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this y � application is correct. • Signature of owner (. 1 t 4, `9 • 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 an• • • ect and that the plans and supporting data have been or shall be provided as required. • Signature of Contractor: .t 1 , L Date: 1 �i ; -- Address and contact infor at v o f person to receive all correspondence regarding this application (please print). Name: / l nn(.�(,t )) n / — Mailing Address: (ar)J(?f e (6U� . Q C ?oOo?J� t Telephone: L 73 (• 55 Fax: (1b4) 73I • ns E -Mail: AS TO OWNER: Sworn to and subscribed before me this 45 day of U I U , 20 State of Florida, County of Duval AMY GOODWIN Notary's Signature: 00dt4) (,/ v 1 C:4 CCornet* 00o43T2z0 Expires8/5 /2005 ersonally known Bonded thru (800)4321254 �, o` Florida Notary Assn., Ina Produced identification Type of identification produced L 1Y.- ?57). 74,g, �� ,,,11 7.g•0 • ( . AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 J . State of Florida, County of Duval 2.••••••11. Notary' . gnature: • �h. ail tAi( _ / AMY GOODWIN e) a" tmtar Co o0W3722o Personally known 8/5/2009 Bonded mru (800){32 -4254 E] Produced identification E xpires Florida Notary Assn.. Inc i Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/14/03 \ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 4 ' 4 013 Application Number 03- 00025955 Date 4/28/03 Property Address 1970 FRANCIS AVE Tenant nbr, name 6'WOOD PRIVACY FENCE Application description . . FENCE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BEACHES HABITAT BESTCON, INC. P.O.BOX 50939 1484 LAUREL WAY JAX BEACH FL 32240 ATLANTIC BEACH FL 32233 (904) 246 -3747 Permit FENCE PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 10/28/03 Special Notes and Comments FENCE MUST BE SETBACK 20' FROM FRONT PROPERTY LINE TO BE 6'TALL. Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .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 CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL DEPARTMENT OF PUBLIC WORKS 2, ? 1200 SANDPIPER LANE J r .. ATLANTIC BEACH, FLORIDA 32233 -4318 r 4 �SS1 TELEPHONE: (904) 247 -5834 . FAX (904) 247 -5843 . .... � � WI., ' s) SUNCOM: 852 -5834 y http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 03 Z ` 9 S5 Applicant: E2 (3 -) �1 -� • Address: 1 9 - 70 � - v..v C[ 5 f-\ Project: LL C ct 'PRi v1t\C k-1 1' C ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date 1 _ - - R E E js� � ' ' ' t CITY h ; T1.1 - r 'v t BJL „LNG 6, �J . l s. . `h - u s� CIT OF ATLANTIC BEACH opt FENCE P ERMIT APPLICATION -013 > BY Data:___. __- - - --{ Job Address: 1rj0 ;At..mits i`F G Owner's Name: $\\€(G t t a Iye OdD M 4... Address: Vigo cm/Ne A4E Phone: 9H9' ' 8 Legal Description: Block Number: Lot Number: (3 Zoning District: Fence Contractor: 1 41)41 a2 OW/1 Ve, Address: _ _ • , , 1 Phone: City: S . te: Zip: Fax: Type of fence and materials to be used: \ c 4 C !n { -cep. 0. Valuation of fence: .2F3 7 a Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. ❑ Interior Lot ❑ Corner Lot 0 Dumpster or storage tank enclosure Tree Protection: ❑ NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑ YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. PLEASE PROVIDE TWO (2) COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. / Signature of Owner: ).YL4 1 °WM& Date: t / / /gY/ 7' �/ Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: 5.01 \4. t .Qi \ Q- Mailing Address: d p D 4_ A = � i ► ■ 1 _ :w_ -� Phone: �jq -! I p y Fax: NA E -Mail: RA 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 - 5800 • Fax: (904) 247 - 5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 . • OWNER'S AUTHORIZATION FOR AGENT ',, -7 ;. is hereby authorized to act on behalf of ' hJLrt.. ((a (s, a& i vtQ , the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: n Zoning Variance n Appeal n Use -by- Exception y Fence or Pool Permit n Rezoning 1 Sign Permit n Plat or Replat n Other BY: ) / Signatare of Owner &IQ _fa.1 \ a kA sa m .e._. Print Name Signature of Owner 7, C1, 7 eG Print Name of w gam_ f )/8 c ( 1 Telephone Number State of Florida County of Duval Signed and sworn before me on this . f day of, 24327 a cO, BY _54 e, //Q. ,V l k)So•r, 2 Identification verified: yer5 Oath sworn: gYes No s? ignature � ' RAYMOND L. BOND MY COMMISSION• up 0260.534 Commission expires: - Opp oo 4 """ EXPIRE*: WO 10, 2006 148o0,'•NOTARY R. NotI,y %Mgt A Bonding Ino, C N — 2 47.50 T1 Z(=` y G r1, � r t G WEST 55.00 LOT U ° �; o � /3 °o p om �~ he PG. 706 -z. y o w L .—. 47.50 GEED b COMPUTED • ; ro r I rr PT �� p m R1 >< rr^ v v J ./' .0 Q 1 � � e ° � O° 2 Z Z 1 2 I n n N '� --.4 rn : - 2 :_ r �, _ O � � . n t c o � � . �. �m0� � c7 � I 0� ~ Z �U ':� acs ° ' r N CO w • f , O O O `1 OX O 3.0 0 .11 mam ': T OO D3 I" r C y o 4 : C p y �� A 4 2 i � a C Y ^ CI a C �3 (.4 4.- s O ` J �OZ - o 1 ; = o a r «1 - c -.1) O2O ,, , On Vi m- o � o �. r21 263 O O �_�� c ' �• �! 10.40 ` O � v. . 6) BOO ° n � N CA RI r o rripa r/ . / ; V S �. c p r Ti _ � O C .� to ti N G (Tt d rrl Z IN rri 47.50 DEED d COMPUTED 95.00\ ` �`' �� C o r- O Da � O O (30'R /Wl A VENUE A P P R O X I M A T E - N O R T H MAP SHOWING BOUNDARY SURVEY OF LGT . 13, •EXCEPT THE WEST 55.00 FEET THEREOF, BLK.9, "DONNER'S REPL A T" A CCORDr ING TO THE PLAT THEREOF AS RECORDED IN P.B. l9, PG. l6, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 0 10 20 30 40 50 NOTES: /.ANGLE=S EST49L'HEi` IN THE FIELD. SCALE - - -/' I V E U 2�lELC' WORK : 12'20 '1995. CITY OF ATLANTIC BEACH BUILDING & ZONING APR 2 5 2003 x CHURCH ROAD BY: w Q O cr a 0 2 q 1 U 1. O O 1 lei M E LOT 14 9 W tr ., G J r e NO CAP "RB. �! 4 FND. S 'BNB. 1 /0.00 DEED & COMPUTEU D L.13.6085 5 ,-. • 0.6 —1 V • o W 55.00 !f7 --LIT' ' • , ; o,' •�' • o \ . j a. Q '' %I 0 8.3 h 9 . 2 . 30.00 �� • is- W PAT10 '__ . :. . 34.0 :e / 0 CE ft! --I J 2 _ PORCH u ONE STORY WOOD FRAME W C3 REMA INDER in w /ALUMINUM SIDING , � IVE a h r ° OF LOT /3 M „ DWELLING NO.I970 N > O O q FIN.FL. =13.08 .. ... d 3 ^ 42.4 • _ . • 0 • a �� / 35.00 ' / M 55.00 I \� C� 4 ) ► 1..., C t , IIIJJJ LA .) t- N 110.00 DEED & COMPUTED ` ,'_ f\ FND.5i 8 •'riu. FND.5 /f n.& 9) -' L8.6085 L.B.6085 ` N. v REMA INDER OF LOT l2 cs Q Ct 4. 951/05 - -13/95 12 /27/95 - CERTIFICATION REVISED/ FIN.FL.ADDED. P.O.C.-POINT OF COMMENCMENT P.R.P.-PERMANENT REFERENCE POINT FND. -FOUND BLK. -BLOCK CONC.- CONCRETE P.RM: PERMANENT P.O.B.-POINT OF BEGINNING N.G.V.D. - NATIONAL - GEODETIC VERTICAL DATUM COMP. - COMPUTED RAD: RADIAL ESMT: EASEMENT REFERENCE MON. P.C. -POINT OF CURVATURE P.L.S.-PROFESSIONAL LAND SURVEYOR T- TANGENT R- RADIUS B.R.L.- BUILDING RESTRICTION LINE P.T. -POINT OF TANGENCY R.L.S. - REGISTERED LAND SURVEYOR L -ARC LENGTH b -DELTA ANGLE F.Z. -FLOOD ZONE RD.-ROAD P.R.C.-POINT OF REVERSE CURVE LB.-LICENSE BUSINESS R /W- RIGHT -OF -WAY APPROX.- APPROXIMATE A /C-AIR P rr _prim," nr CnuPnn rt !PVC n av _arc tr let RC (loam vnl O Mc A.K.A -ALSO KNOWN AS EXIST.- EXISTING CON(iYT IONFR PSR,tli . 16327 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH — - — PERMIT INFORMATION -- -- - --- LOCA I' I ON INFORMATION - - - - - - - Permit Number: 16327 idress • 1970 FRANCIS AVENUE Permit Type : CARPORT ATLANTIC BEACH FLORIDA 32: ..'1 ass of Work : NEW ...... - LEGAL DESCRIPTION - - - - - - 2onr.t r . Type :1400D FRAME Bl ock: Lot :13 Twp ' 0 Proposed Use:SINGLE FAMILY Section: 0 Subd: Rna: 0 Dwel 1 ings 7 0 Subdivisi on : DO.NNER RE?LAT Es t . Value: 0.00 Imp. rov . Cost : 306Ooo Total F , 45.00 Airr r 4 C ne . 9 m PTTztr'Pr- -- -- - - - - - OWNER I NFORMAT .7,2 - - - - - - - APPLICATION FEEs Name ' SHERALLA. NEWSOME PERMIT 45.00 Addr : L ''' FRAN S AVENUE ATLANTIC 1EA' FLOE!. LA Phone: 904 Q4 .9- '184 - - - - - - COI ", _trf:F- I LIFORMAT I l`N - - Name: SOUTHERN HOME PRODUCTS L P. 0. BOX 6444 JACKSONVILLE. FL 3.2236 Li r' : CBC047/1S F.. 1/..p w 1 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. $45.80 14 Date; 4/27/98 81 Receipt: 085172i CHECKS 2569 ATLANTI EACH BUILDIN DEPARTMENT 001000133221800 By ' ---- ( -1-A■.„,„ — 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 11? �' I " 4�� 11 /�� c t s /I t; _ ( V Q o , c r Date -( _ / Heated Square Footage @ $ per sq ft = $ Garage /Shed @ $ per sq ft = $ Carport /Porch 01 © @ $ /7.00 per - sq ft = $ ,j.(Sc Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION:. $ `� o c Total Valuation 1st $/0/."0 /S.a<) $ 1.s ., Remaining Value $8. per thousand or portion thereof TOTAL BUILDING FEE $ n + 1/2 Filing Fee $ ( ) Fireplaces @ $15.00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ (h SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE 13 0V $ 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) : J "► � 4-6_71 LC/ Sss� Address: / 9 20 l' -'t° 0 s 1 Phone : 4L - Lot # /Y. Block or Unit # Subdivision: PO D+/,( -/t. S PZ 17 Contractor: j (A.A.-7-4-67-"e-Al , � . 20 �(� C � L UCa c-(77t 3 Address: Pa &)) , � 9-4* (J71 3 Peon No: e 92 Vi fr f13� 7796 Describe work to be done: 'h`r /1 7c 4G D (-X4 Al.(' cel /# Present use of building: edeztl�ti Valuation of Proposed Construction: / 330,-- Proposed use: Is this an addition? YS If yes, what are the dimensions of • the added space: it ft. X /r ft. Will the added area • be heated and cooled? /1 New electrical (or increase)? A )c) New plumbing fixtures? -- New fireplace? "Pew Heat /AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, •- - t - 'Y 'DE FO S, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFF ' • T,. I F' �. R I S CONTRACTOR. • 1 Jim " ! , _ �i� _ L '_ -/ �1j1/�1 - _ Date:, '34_0...w/ y le, State Florida �. �Oo Public, CC; SMUT ' ' TOR: _ Date 7 My Commluion ExpL•e151$12 M ' - -- ., A ifiECEIVED 4' Q P P�� ,0 fi 4. APR 1 3 199 City of Atlantic Beach � � " / Building and Zoning 0n MAP SHOWING .BOUNDARY SURVEY OF LOT /3, EXCEPT THE WEST 55.00 FEET THEREOF, BLK.9, "DONNER'S REPLAT" ACCORD- !NG TO THE PLAT THEREOF AS RECORDED IN P.S. I9, PG. l6, OF THE CURRENT PUBL /C RECORDS OF DUVAL COUNTY, FLORIDA NO 7 0 10 20 30 40 50 ' 4 V.' E> r-; 3L . -/ l THE FI=LD. 2. , ,)R 12 '20 '1995. SCALE , : 20• CHURCH ROAD RO • RECEIVED APR 1 3 1998 City of Atlantic ! ach Building and Zo ing ,, 0 c Q. 2 U L O o h ., E LOT /4 ' 9 °' R G J FNO./'2•'/d. G NO CAP ' FVi'.5 '8 "R.8 110.00 DEED d COMPUT D L.d.608S ��. i 0.6 U 1 p ss.00 �� 5.10 j : :, b ' o ob W • 4 8.3 0 0 �4' W PAT /0 - " v . ' 34.0 - - 30.00 r O o 4 Q J a nn: ✓ w o PORCH O ONE STORY W000 FRAME W 0 .e REMAINDER w /,4LUM /NUM SIDING DR W h r? co w OF LOT /3 DWELLING N0./970 N O O 0 FIN.FL.•13.08 � 1 o / v 3 ,z. r _ O 01, ., c� 35.00 1 55.00 aa Ci / 11D,00 DEED t COMPUTED ? t-,c0- PC 0) N. FNO. S %t "n 9. ' ' ( FF ---1 L8.6085 \ J ,S , I . REMA INDER OF LOT 12 I ' O Q Ct 951 05 - 13/95 12/27/95-CERTIFICATION REVISED/ F1N.cL.AODED. r - C C -PC,N' cr COMMENCMENT PR.P - PERMANENT REFERENCE POINT FND. -FOUND BLK.•BLOCK CONC. CONCRETE P M - P0.B .PC l ., Or BEGINNING N . C,.V.D.- NAT IONAL GEODETIC VERTICAL DATUM COMP. - COMPUTED RAD.- RADIAL R PEAMEN P 0 • iN . or CURVATURE P L.S - PROFESSIONAL LAND SURVEYOR T- TANGENT R- RADIUS ESM T.-E B.R.L.-BUILDING T REFERENCE C P' - PCI,T OF TANGENCY R.L.S. - REGISTERED LAND SURVEYOR L LENGTH p F LDING RESTRICTION LINE 0 - POINT OF REVERSE CURVE L.B. LICENSE BUSINESS 6 ANGLE .. FLOOD ZONE RD. R/W.RIGNT.�F.Wev aee... ...._� 1 , Ry r“.. f}kwn ■ n � Z �' , i , i. �. 1 lm ,V Q' X X — Z — � X �X ` 3 oil U ` '/� N'K – 1.-" T...i SAY 5t'A,si J 6 p, 173 y Z X OZc .L --- 7 - " ----- IJ (� FR.LMT w n-L- 6L'+rn ei 1 _. _____ _______ _______ ._ ...., •. , •. , . • . • q 0 I. 0.7 i.‘ ___ e ./--- ' - - s y ' ' • • o� i 2 ; t El ED J i ? i I it) - - V , ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 it 11 11 11 11 N. -------- W i W i 11 11 1 11 OVERHANG II VARE3 • ' 11 I MONO-SLOPE) ROOF 11 - c7l I I 11 I OVERHANG VASES 11 11 II - s ° A rW /2+OJi A' r /2 A'.W /2+ r� g —# / ¶W /2+OH - - MW /2+ t 11 I I N {I . . {I . IL . I II F 1! .tl.. 11 / ~ I I : /' NOTE FOR BEAM SPAN LENGTH 'A' FOR SHADIJG DENOTES MAXKM ROOF TABLE 2 EQUALS THE LARGER OF: kW/ OR AREA FOR COLLINS AND FOOTNG MW /2+0H APPROVED CRY OF ATLANTIC BEACH DOUBLE CARPORT BUILDING ° §ALE CARPORT APR 21 199 BEAM F REQUiED • SLOPE / ••/ f FOR KNEE BRACING • Nz N. 1/2 v2 L _ \ 12 rt _i KNEE BRACE % W FOR BEAM SIZE N SEE TABLE 2 . 1 . 1 f— W FOR BEAM SIZE s- W FOR BEAM SIZE —s' AND /OR TABLE 2 . 1 . 2 AFTER CONFUTING 'A' f LARGEST VALUE ` • MNIAJM SLOPE SHALL BE 1/2' PER 12' POST SIZE AND SPACING PER TABLE 2 . 2 . 1 EXCEPT FOR 0.026' PANS FOR WHICH AND /OR TABLE 2 . 2 . 2 THE SLOPE SHALL BE 3/4' PER 12' FOR SPANS EXCEEDING 12 -0' OR NOTE KNEE BRACES ARE RECURS) F POSTS MANUFACTURERS RECO J ENDED SLOPE ARE NOT SET N ATE FOOTNG END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT Lawrence E. Bennett, P.E. avt ENGINEER - DEVELOPliBVT CNSLLTANT PA. BOX 4368, SOUTH DAYTONA. FL 32121 TE.EPH0IE (904) 787 -4774 FAX (004) 767-6558 SEAL. © COPYRIGHT 1608 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BelETT, PE 51 • SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS i—W /4 W/2 1( W /4 —s W/2 ■ LOAD WDTH RDGE CAP FOR RDGE BEAM SPAN RDGE BEAM SEE TABLE 2 . 1 . 1 AM/OR TABLE 2 . 1 . 2 -- 3' x 3' PAN OR CONPOSRE PANEL ROOF • • ,- r_p' \ NOTCH POST TO RECENE BEAM WITH (2) 3-1/2 x THRU- BOLT WITH LOCK NUT TOP AND b BOTTOM ►� BEAM SEE TABLE 2 . 1 . 1 AND /OR TABLE 2 . 1 . 2 POST PER TABLE 2 . 2 . 1 AND /OR TABLE 2 . 2 . 2 GABLE CARPORT SIDE ELEVATION L/2 f — RDGE BEAM I- I I 1 LOAD WIDTH Fd CENTER BEAM . PER TABLE 2 . 1 . 1 * /OR TABLE 2.1.2 1 -_mo NOTE KNEE BRACES REQUIRED F POSTS ARE\ NOT SET NTO CONCRETE FOUNDATION F ATTACHED TO HOST STRUCTURE, b KNEE BRACE IS NOT REQUFED iY L L k GABLE CARPORT FRONT ELEVATION Lawrence E. Bennett, P.E. Ovi ETIGrIFER - DEVBOPWIT CON9(LTANT P.O. BOX 4388, SOUTH DAYTONA, FL 52121 TELEPHONE (904) 767 -4774 FAX (904) 787-6666 SEAL PAGE © COPYFIGHT 1998 52 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERI.ISSON OF LAWRENCE E BE /SETT. PE. i . ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 1-6 Wind Zona = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load s 170 / Sq. Ft. 200 / Sq. Ft. 230 ! Sq. Ft. _ 260 / Sq. Ft. 320 1 Sq. Ft. Load Width 2" x 3" x 0.050" Hollow Tilt 5' 9'-9" '9' -0" 8'-S" 7'-11" 7' -1" 6' 8' -11" 8'-3" 7'-8" 7' -2" 6'-6" 7' 8' -3" 7' -7" 7' -1" 6' -8" 6' -0" 8' 7' -9" 7' -1" 6' -8" 6'-3" 5'-8" 9' 7' -3" 6' -8" 6'-3" 5' -11" 5'-4" 10' 6' -11" 6'-4" 5' -11" 5' -7" 5' -0" 11' 6' -7" 6' -1" 5' -8" 5'-4" 4' -10" 12' 6'-4" 5' -10" 5' -5" . 5' -1" 4' -7" Load Width 2" x 3" x 0.050 Hollow 5' 11' -1" 10' -3" 9' -7" - 8' -11" 8' -1" 6 ' 10' -2" 9' -4" 8' -9" 8' -2" 7'-5" 7' 9' -5" 8'-8" 8' -1" 7' -7" 6' -10" 8' 8'-9" 8'-1" 7'-7" 7'-1" 6'-5" 9' 8' -3" 7' -8" 7' -1" 6'-8" 6' -0" 10' 7'-10" 7'-3" 6' -9" 6' -4" 5' -9" 11' 7'-6" 6' -11" 6' -5" 6' -1" 5'-6" 12' 7' -2" 6' -7" 6' -2" 5' -10" 5'-3" Load Width 2" x 4" x 0.050 Hollow Tilt 5' 12' -3" 11' -3" 10'-6" 9' -11" 8' -11" 6' 11' -2" 10'-4" 9' -7" 9' -0" 8' -2" 7' 10'4" 9' -7" 8' -11" 8'-4" 7' -7" 8' 9'-8" 8' -11" 8'-4" 7' -10" 7' -1" 9' 9' -2" 8'-5" 7' -10" 7'-5" 6'-8" 10' 8'-8" 7' -11" 7'-5" 7' -0" 6' -4" 11' 8' -3" 7' -7" 7' -1" 6'-8" 6' -0" 12' 7' -11" 7'-3" 6' -10" 6'-5" 5' -9" Load Width 2" x 4" x 0.050" Hollow 5' 13' -9" - 12'-8" 11' -10" - 11' -1" 10' -0" 6' 12' -7" 11' -7" 10' -9" 10' -2" 9' -2" 7' 11' -7" 10'-8" 9' -11" 9' -5" 8'-6" 8' 10' -10" 10' -0" 9'-4" 8' -9" 7' -11" 9' 10' -3" 9' -5" 8' -10" 8'-3" 7'-6" 10' 9' -9" 8' -11" 8'-4" 7' -10" 7' -1" 11' 9' -3" 8'-6" 7' -11" 7'%6" 6' -9" 12' 8' -10" 8' -2" 7'-8" 7' -2" __ 6'-6" Load Width 2" x 4" x 0.038" x 0.100" Self Mating Beam 5' 14'.6" 13'-4" 12'5" - 11' -9" - 10' -7" 6' 13' -3" 12' -2" 11'-4" 10'5" 9' -8" 7' 12' -3" 11' -3" 10'-6" 9' -11" 8' -11" 8' ( 11'5" ( 10' -7" 9' -10" 9'-3" 8'-4" 9' 10' -10" 9' -11" 9' -3" 8' -9" 7' -10" 10' 10' -3" 9' -5" 8' -10" 8'-3" 7'-6" 11' 9' -9" 9' -0" 8' -5" 7' -11" 7' -1" 12' 9'-4" 8' -7" 8' -1" 7' -7" 6' -10" Example: For 2" x 4" x 0.038" x 0.100" Self -Mating Beam; Beam span between uprights use load width to enter table. For 12' Roof Panel + 2' Overhang; Load Wdth = LW = 12' / 2 + 2' O.H. = 8' ; Enter table on left at 8' read allowable span under required load; Thus for 100 M.P.H. wind load/live load or 17 0 /Sq. Ft. and Load 1Mdth = 8' -0" Maximum Beam Span for 2" x 4" x 0.038" x 0.100" = I 11'5" I Spans do not include length of Imee brace. Add horizontal lengfl, of levee brace o above vans for total beam spans Lawrence E. Bennett, P.E. CM ENONEER - DEYt3.OPAENT OGNR9tLTANr P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHOt'E (904) 767 -4774 FAX (904) 767 -8558 BEAL PAGE " © COPYRIGHT 1898 NOT TO BE REPRODUCED N WHOLE OR 14 PART WITHOUT THE WRITTEN PERIASSoN OF LAWRENCE E BFIIETr, PE 59 • . ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 4 ` � 4 x4 1' ` 4 %i. 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V 10 4'111 - ;N 2 m . c 314olo m o 0 0 0 0 0!010, I 010101 o ; o o a > N N X X X X' X! X, i X X; x: t o 0 - 2 e. X X X 'n p d d • 4 6 i. o "a In: 10. 0 r -3 'so a m 5 N O ; X: X' X X. X. X! i X. X XI O N X EX X X « 2 c c H N !Irllr�Ix I4INit. ' ' 0 – i.II.!I. o ¢ E • Lawrence E Bennett, P.E. ai. ENOrNEER - DEVSOIPIENT OOMILLTANT P.O. BOX 4388, SOUTH DAYTONA, R. 32121 TELEPHONE (004) 787 -4774 FAX (904) 787-8688 . SEAL PAGE , © COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. B 13.14ETT, PE. ' 61 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.2.2: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = . 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Sq. R. 20 il/Sq. R. 23 #/Sq. R. 26 # /Sq. R. 32 #/Sq. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 3" x 3" x 0.09 Hollow Extrusion - Aluminum Alloy 6063 T-6 11' -10" 5,184 305 259 225 199 162 13' -10" 3,888 229 194 169 150 122 15' -10" 3,024 178 151 131 116 95 17' -10" 2,268 133 113 99 ' 87 71 Height Load in Lbs 3" x 3" x 0.12 Hollow Extrusion - Aluminum Alloy 6063 T-6 13' -9" 6,912 407 346 301 266 216 16' -1" 5,184 305 259 225 199 162 18'-4" 4,032 237 202 175 155 126 20' -7" 3,024 178 151 131 116 95 Height Load in Lbs 4" x 4" x 0.12 Hollow Extrusion - Aluminum Alloy 6063 T-6 15' -9" 9,312 548 466 405 358 291 18' -5" 6,984 411 349 304 269 218 21' -0" 5,432 320 272 236 209 170 23' -8" 4,074 ' 240 204 177 157 127 Steel Post Wind Load = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Sq. Ft. 20 # /Sq. Ft. 23 #/Sq. Ft. 26 #/Sq. R. 32 #/Sq. R. Maximum Allowable Roof Area In Square Feet for Various Loads on Post Height Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.s.i. Steel 19' -10" 10,050 591 503 437 387 314 21' -9" 7,430 437 372 323 286 232 23' -9" 5,638 332 282 245 217 176 25' -9" 4,371 257 219 190 168 137 Height Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel 19' -8" 15,870 934 794 690 610 496 21' -7" 11,730 690 587 510 451 367 23'-6" 8,970 528 449 390 345 280 25'-6" 6,900 406 345 300 265 216 Height Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.s.i. Steel 26' -8" 12,650 744 633 550 487 395 29' -3" 9,350 550 468 407 360 292 32' -0" 7,150 421 358 311 275 223 34' -8" 5,500 324 275 239 212 172 Lawrence E. Bennett, P.E. C4VL ENO EER - DEVELOPMENT ENT CONSt TANr P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TBEPHOPE (904) 787 -4774 FAX (904) 787 -8558 SEAL © COPYRIGHT 7688 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TIE WRITTEN PEAMS3gN OF LAWRENCE E. BEMETr, PE ' 63 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.1.1: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H -14 or H -25 1 1.1/4" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" 4 -0" Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" 102 M.P.H. 17 6' -3" 6' -7" 7' -5" 8' -8" 10' -2" 102 M.P.H. 29 4'-10" 5' -3" 6 7' -8" 9' -4" 110 M.P.H. 20 5' -9" 6' -2" 7' -0" 8' -4" 9' -11" 110 M.P.H. 35 4' -5" 4' -10" 5' -11" 7' -5" 9' -1" 120 M.P.H. 23 5' -5" 5' -9" 6' -9" 8' -1" 9' -8" 120 M.P.H. 41 4'-1" 4' -6" 5' -8" 7' -3" 8' -11" 125 M.P.H. 26 5' -1" 5' -6" 6' -6" 7' -10" 9' -6" 125 M.P.H. 45 3' -10" 4' -4" 5' -7" 7' -2" 8' -11" 140 M.P.H. ' 32 4'-7" 4' -11" 6' -1" 7' -7" 9' -3" 140 M.P.H. 56 3' -6" 3' -11" 5' -3" 6' -11" 8'-9" 1 -1/4" x 12" x 0.026" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" 102 M.P.H. 17 7' -4" 7' -7" 8' -4" 9' -6" 10' -10" 102 M.P.H. 29 5 5' -11" 6' -11" 8'-3" 9 110 M.P.H. 20 6' -9" 7' -0" 7' -10" 9' -0" 10' -6" 110 M.P.H. 35 5'-1" 5' -6" 6` -6" 7' -11" 9' -6" 120 M.P.H. 23 6'-4" 6' -7" 7' -6" 8' -8" 10' -2" 120 M.P.H. 41 4'-9" ' 5'-1" 6' -2" 7' -8" 9' -3" 125 M.P.H. 26 5' -11" 6' -3" 7' -2" 8' -5" 9' -11" 125 M.P.H. 45 4' -6" 4` -11" 6' -0" 7' -6" 9' -2" 140 M.P.H. 32 5' -4" 5' -8" 6' -8" 8' -0" 9' -7" 140 M.P.H. 56 4' -0" 4` -6" 5' -8" 7' -3" 8' -11" 1 1.1/4" x 12" x 0.032" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load Ersugdmiggin 3' -0" Km Region Load LadlidelliMaillUMUCrall 102 M.P.H. 17 `gus`uginium 102 M.P.H. 29 isimigimmukaigna 110 M.' .H. 20 11412111AMIWIR1111111121111 110 M.P.H. 35 MILSIII(IMILItilt(kil 120 M. - .H. 23 giwitaingpataimutim 120 M.P.H. 41 askimE muran_igazi. 1 5 . . 1 -• 25 M.' .H. 45 • - - 1 1 140 M.P.H. 32 5'-11" 6' -3" 7' -2" 8' -5" 9' -11" 140 M.P.H. 56 4' -6" 4' -11" 5' -11" 7' -6" 9' -2" 1 -1/2" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" 4 -0" Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" 102 M.P.H. 17 7' -3" 7' -6" 8' -3" 9' -5" 10' -9" 102 M.P.H. 29 5` -6" 5` -11" 6' -10" 8' -2" 9' -9" 110 M.P.H. 20 6' -8" 6' -11" 7' -9" 8' -11" 10' -5" 110 M.P.H. 35 5' -0" 5' -5" 6` -5" 7' -10" 9' -5" 120 M.P.H. 23 6' -3" 6' -6" 7' -5" 8' -8" 10' -2" 120 M.P.H. 41 4` -8" 5' -1" 6' -2" 7' -7" 9'-3" 125 M.P.H. 26 5' -10" 6' -2" 7' -1" 8' -5" 9' -11" ' 125 M.P.H. 45 4` -5" 4' -10" 5' -11" 7' -6" 9'-2" I 140 M.P.H. 32 5' -3" 5' -8" 6'-7" 7' -11" 9` -7" 140 M.P.H. 56 3' -11" 4'-5" 5' -8" 7' -2" 8' -11" 1 1.1/2" x 12" x 0.026" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" 10 . ` • 17 ' - 4 Mina 102 M.P. . 29 WIIIILIMIRIZMUILliateil 110 M.P.H. 20 Egagusigskaggamorg 110 M.P.H. 35 nimigtimigusummi 120 M.P.H. 23 Raimigamentimiffigui 120 M.P.H. 41 imirmingiammuialum 125 M.P.H. 26 ggitingii -1 simigigi 125 M.P.H. 45 Limmumumsnimuum 1140 M.P.H. 32 • - -4 • - 1 1 -1 140 M.P.H. 56 4 - - - 1 x 12" x 0.032" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0' 2' -0" 3' -0" 4' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" 102 M.P.H. 17 9 -4" 9' -6" 10' -1" 11' -1" 12'-3" 102 M.P.H. 29 7' -1" 7' -5" 8' -2" 9' -4" 10'-8" 1 110 M.P.H. 20 8' -7" 8'-10" 9' -5" 10' -6" 11' -9" 110 M.P.H. 35 6' -6" 6' -9" 7' -7" 8' -10" 10' -4" 120 M.P.H. 23 7' -11" 8' -3" 8' -11" 9' -11" 11'-4" 120 M.P.H. 41 5' -11" 6' -4" 7' -2" 8' -6" 9' -11" ' 125 M.P.H. 26 7' -6" 7' -9" 8' -6" 9' -7" 10' -11" 125 M.P.H. 45 5' -9" 6' -1" 6' -11" 8' -3" 9' -10" 140 M.P.H. 32 6' -9" 7' -1" 7' -10" 9' -1" 10' -6" 140 M.P.H. 56 5'-1" 5' -6" 6' -6" 7' -11" 9'-6" Note: Total roof panel width = room width plus wall width plus overhang Lawrence E. Bennett, P.E. CIVL ENGI EER - DEVELOMENT CONSLL TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767 -4774 FAX (904) 767 -6556 SEAL PAGE' © COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE 119 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.3: Allowable Spans for Riser Panels for Various Loads Aluminum Building Systems, Inc. Manufacturers Proprietary Products: Aluminum Alloy 3105 H -28 1 -114" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" 4 -0" Region Load NONE 1 %0" 2' -0" 3' -0" 4' -0" 102 M.P.M. 17 7' -3" 7'-6" 8'4" 9' -5" 10' -10" 102 M.P.H. 29 5' -7" 5' -11" 6' -10" 8' -2" 9' -9" 110 M.P.H. 20 6' -8" 6' -11" 7' -10" 8' -11" 10' -5" 110 M.P.H. 35 5' -1" 5' -5" 6' -5" 7' -10" 9'-6" 120 M.P.H. 23 6' -3" 6' -7" 7' -5" 8'-8" 10' -2" 120 M.P.H. 41 4'-8" 5' -1" 6' -2" 7' -7" 9' -3" 125 M.P.H. 26 5'•10" 6' -2" 7' -1" 8' -5" 9' -11" 125 M.P.H. 45 4' -0" 4' -11" 5' -11" 7' -6" 9'-2" 140 M.P.H. 32 5'4" 5'-8" 6' -8" 8' -0" 9' -7" 140 M.P.H. 56 4' -0" 4' -6" 5' -8" 7' -3" 8'-11" I 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" 4 -0" Region Load NONE 1' -0" 2' -0" 3'4" - 4' -0" 102 M.P.H. 17 14'-3" 14' -5' 14' -10" 15'-6" 16' -5" 102 M.P.H. 29 10' -11" 11'-1" 11' -8" 12'-6" 13'.7" I 110 M.P.H. 20 13' -2' 13'4" 13' -9" 14' -6" 15' -5" 110 M.P.M. 35 9' -11" 10' -2" 10' -9" 11' -8" 12' -9" 120 M.P.H. 23 12' -3" 12' -5" 12' -11" 13' -" 14' -8" 120 M.P.H. 41 9' -2" 9' -5" 10' -0" 10' -11" 12%2" I 125 M.P.H. 26 11' -7" 11' -9" 12' -3" 13' -0" 14' -1" 125 M.P.H. 45 8' -9" 9' -0" 9'-8" 10'-8" 11' -11" I 140 M.P.H. 32 10' -5" 10' -7" 11 12' -0" 13' -2" 140 M.P.H. 56 7' -10" 8' -1" 8' -10" 9' -11" 11 13" x 12" x 0.026" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' 0" 2' -0" 3' -0" 4' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" 102 M.P.H. 17 16' -10" 16' -11" 17'4" 17' -11" 18'-0" 102 M.P.H. 29 12' -11" 13' -1" 13'-6" 14' -3" 15'.2" 110 M.P.H. 20 15' -7" 15' -8" 16' -1" 16'-8" 17' -6" 110 M.P.H. 35 11' -9" 11' -11" 12' -5" 13' -2" 14' -3" 120 M.P.H. 23 14'-6" 14'-8" 15' -0" 15' -8" 16' -7" 120 M.P.H. 41 10' -10" 11' -0" 11' -7" 12' -5" 13'-6" 125 M.P.H. 26 13'-8" 13' -9" 14' -2" 14' -11" 15' -10" 125 M.P.H. 45 10'4" 10' -7" 11' -1" 11' -11" 13'.1" 140 M.P.H. 32 12' -3" 12' -5" 12' - 11" 13' -8" 14'-8" 140 M.P.H. 56 9' -3" 9' -0" 10' - 1" 11' - 1' 12' - 3" 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" 4' 43" Region Load NONE 1' -0" 2' -0" 3' -0" 4' -0" 102 M.P.H. 17 18' -10" 18' -11" 19' -3" 19' -9" 20' -6" 102 M.P.H. 29 14' -5" 14' -7" ' 14' -11" 15'-8" 16'E" 110 M.P.H. 20 17'4" 17'-6" 17' -10" 18' -5" 19' -2" 110 M.P.H. 35 13' -2" 13' -3" 13' -9" 14' -5" 15' -5" 120 M.P.H. 23 16' -2" 16'4" 16' -8" 17' -3" 18' -1" 120 M.P.H. 41 12%2" 12'4" 12' -9" 13'-6" 14'-6" 125 M.P.H. 26 15'-3" 15'-4" 15 16'-5" 1T-3" 125 M.P.H. 45 11%7" 11'-9" 12 13'-1" 14 140 M.P.H. 32 13 - 9" 13' - 11" 14'4" 14' - 11" 15' - 11" 140 M.P.H. 56 10 -5" 10' -7" 11 -2" 11 - 11" Note: Total roof panel width = room width plus wall width plus oeerhang. A � ALUMINUM BUILDING SYSTEMS d.b.a Lawrence E. Bennett, P.E. WHITE ALUMINUM PRODUCTS, INC. l ° GNEER - DEPO T CONSULT -ANT 1 P.O. BOX 4388, SOUTH DAYTO FL 32121 1107 North Thomas Road Leesburg. FL 34748 T {O E (904) 787 -4774 Telephone (352) 787 -7788 FAX (352) 787.4517 FAX (904) 787 -6556 Florida 1 800 National Natal 1 800 874-0002 SEAL © COPYRIGHT 1098 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TFE WRITTEN PERMISSION OF LAWRENCE E BEMETT, PE 125 SECTION 7 SOLID ROOF PANEL PRODUCTS 9 c., rz-00. MATERIAL 0.019', 0.022', 0.028', 0.030', OR 0.038' 3105 1-28 ALUMNUM ALLOY 12.00" x 2.50" SUPER PAN ® ROOF PANELS PATENT # 4,918,898 Table 7.5.1: Allowable Spans for SUPER PAN ® Panels for Various Loads Royal Aluminum, Inc. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 2 -1/2" x 12" x 0.019" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 102 M.P.H. 17 13' -3" 13' -5" 13' -10" 14' -7" 102 M.P.H. 29 10'-2" 10' -4" 10'-11" 11'-10" 110 M.P.H. 20 12' -3" 12' -5" 12' -11" 13'-8" 110 M.P.H. 35 9' -3" 9' -6" 10'-1" 11' -0" 11-7" 12'-1" 12' -11" 120 M.P.H. 41 8' -7" 8' -9" 9' -5" 10'-5 125 M.P.H. 26 10' -9" 10' -11 11' -5" 12'-4" 125 M.P.H. 45 8' -2" 8' -5" 9' -1" 10' -2" 140 M.P.H. 32 9r-8" _ 9' -11" _ 10'-6" 11' -5" 140 M.P.H. _ 56 _ 7' 7' -7" 8' -4" 9' -6" I 2 -1/2" x 12" x 0.022" Panels Open Buildings _ Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 102 M.P.H. 17 14%3" 14' -5" 14' -10" 15'-6" 102 M.P.H. 29 10' -11" 11-1" 11-8" 12' -6" 110 M.P.H. 20 13' -2" 13'-4" 13` -9" 14'-6" 110 M.P.H. 35 9' -11" 10T-2" 10' -9" 11' -7" '120 M.P.H. 23 12' -3" 12' -5" 12' -11" 13' -8" 120 M.P.H. 41 9' 9' -5" 10' -0" .10'-11" 125 M.P.H. 26 11-6" 11'-9" 12' -3" ' 13' -0" 125 M.P.H. 45 8' -9" 8' -11" 9' -8" 10' -8" 140 M.P.H. 32 10'-5" 10' -7" 11-2" 12' -0" 140 M.P.H. 56 _ 7' -10" 8' -1" 8' -10" 9' -11" ' 2 -1/2" x 12" x 0.028" Panels ' Open Buildings Enclosed Buildings Wind Applied Overhanq,Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" Region . Load NONE 1' -0" 2' -0" 3' -0 i 102 M.P.H. 17 16'-1" 16' -2" 16' -7" 17' -2" 102 M.P.H. 29 12'-4" 12' -6" 12' -11" 13'-8" 110 M.P.H. 20 14' -10" 14' -11" 15' -4" 15' -11" 110 M.P.H. 35 11' -2" 11-4" 11' -11" 12' -8" 120 M.P.H. 23 13'-10" 13' -11" 14' -5" 15' 120 M.P.H. 41 10'-4" 10'-6" 11' -1" 11-11" 125 M.P.H. 26 12' -11" 13' -2" 13' -7" 14' 125 M.P.H. 45 9' -10" 10' -1" 10' -8" 11'-7" 1 140 M.P.H. 32 11'-8" 11'-11" 17-4" 13' -2" _ 140 M.P.H. _ 56 8' -10" 9' -1" 9' -9" 10' -8" 2.1/2" x 12" x 0.030" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1-0" 2' -0" 3' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 1 102 M.P.H. 17 16' 16%9" 1T 17' - 8" 102 M.P.H. 29 12' -9" 12' - 11" 13`-4" 14' 110 M.P.H. 20 15' 15' - 5" 15' - 10" 16%5" 110 M.P.H. 35 11' 11' - 12' - 3" 13' - 0" 120 M.P.H. 23 14'-3" 14%5" 14' 15' - 6" 120 M.P.H. 41 10' -8" 10' -11" 11' 5" 12' 125 M.P.H. 26 13' -5" 13' -7" 14`-0" 14` -9" 125 M.P.H. 45 10` - 3" 10' -5" 10' - 11" 11 "' 140 M.P.H. 32 12' -1" 12' -3" 12%9" 13'-6" 140 M.P.H. 56 9'-2" 9' -4" 9' - 11" 10' 2 -1/2" x 12" x 0.036" Panels Open Buildings _ Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1' -0" 2' -0" 3' -0" Region Load NONE 1' -0" 2' -0" 3' -0" 102 M.P.H. 17 18' 18' -3" 18' -7" 19'-1" 102 M.P.H. 29 13' -11" 14' -1" 14'-6" 15' -2" 110 M.P.H. 20 16'-9" 16'-10" 17'-3" 17' -9" 110 M.P.H. 35 12' -8" 12' -10" 13' - 14' -0" 120 M.P.H. 23 15'-7" 15' -9" 16'-1" 16' -9" 120 M.P.H. 41 11' -8" 11-10" 12'-4" 13' -2" 125 M.P.H. 26 14' - 8'' 14' - 10" 15' -3" 15' -10" 125 M.P.H. 45 11' -2" 11' -4" 11' -10" 12'-8" 140 M.P.H. 32 13'-3" 13' -5" 13' -10" 14'-6" 140 M.P.H. 56 10 10' -2" 10'-9" 11'-8" Note: Total roof panel width = room width plus wall width plus overhang ROL FLawrence E. Bennett, P.E. �O A L U M I CM_ ENO PEER - DEVELOPILeir CONSULTANT U.S. HIGHWAY 441 EAST P.O. BOX 895008 P.O. BOX 4388, SOUTH DAYTONA, FL 32121 LEESBURG, FL 34789 -5008 TELEPHO E (604) 787 - 4774 TELEPHONE (904) 787 -4000 FAX: (904) 787 -6031 FAX (904) 787 -8558 FLORDA 1- 800 -342 -3622 SEAL NATIONAL 1 -800- 874 -9065 PAGE © COPYRIGHT 1998 • 130 NOT TO BE REPRODUCED N WHOLE OR 14 PART WfTHOUT TrE WRITTEN PERMSSION OF LAWRENCE E BEM PE "" �uv as Yntl, SOUTHERN PAGE 01 & like of M �,'onunencement n oer`soi" book 8910 To urban sr woo Mtwara: Py 109 The oeeerdw�eesaW • g e t le mamma rest Mat imprwenseme swirl be road, N coleus reel C$4, C6MWi?/ s Florida iaWNa one guowary anrswataon re euadeansitu llOT1C� mbs( tr r - - ....,f _ 1 _.. . h ; . ,S_. • ; C -� 2 Adds./, �v ..._. . .. . Cr s / ( 1 ,�:.. 4 G,"/r� c .. f � 4 Omer s itiwsu i• NM et W itsinvonsag Fee Simple ?Me /eider lit ease %l weer: _ .. Naos Aderw i Craroear So11D -hg.CA- J3flJGR.P.r,RL l tti...ing. � 1' t 0 P.O. Box 6411x.. a ,SkS4AY_ill..R.- ..F.L. ._3?.2.36. f � UMW lit any) _ ...._« - Name ino address of any person nohats a (saes 4r the coouwrrton of rke improrenkMt. lawns ... ..... -- - _ •__«,..._._..__. ' • N oe of penes maw sir Soo of Aun•. arks elm Mimes dr sty by seta - e yea wka ammo 0, n Mhr onto demeanors Soar r A s_ .., .. «..«.......�....»_«....«..,._ -- SA aeeetip a Wow s& owner emereosM sass tNkersny Mr.ee se remise a - o ue s e . showed m gems. MN fa] NJ. SUM. $I41 SN. (AU Se et Amer • eoyy� s .t �M Lfsasr• Moues es rem wee. POO twoYM awe IMOIN • " i dQ ,T, � � I �s RALPH RAVER ' ry ��>a }em Noitry Public, State of Florida ' M r � AI ...01 : —_ . t -Sworn- .�> Commission tic. CC��¢�445 CeInwo wto I / u Qy n �', C a ear of .. - / ^C+amm w i g n 1 Thi instru e p rep ared by: outlier Home Pro u , 8, Inc. 5627 Verna Blvd. • - Jacksonville, PL 32205 .,I �� (�Erttficati o (iI tcu ianc % • � (�tt of �Ii f t — rtha ���� .�tlttntu �e�ei� Flo � r ^ , =� Department of J uilbing Jnmpcction � . - r. \ This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard 1 .A s \ ,. Building Code certifying that at the time of issuance this structure was in compliance with the v� :.<,- v arious ordinances regulating building construction or use. For the following. h14):4 • Use Classification Single Family Residence Bldg. Permit No. 10493 / f Atlantic Beach �/ ) Group w • tame Type Construction Si f Fire District ! •tom '7 O wne r of Building B eec h e s Habitat Address Atlantic Beach, FL 32233 � j leiV tOI Building Address 1970 Fr =ncis Avenue Locality Atlantic Beach, FL 32233 \4, I) - '\ By' / N .Z CC � 9 6 �I'/ I Building •fficial Date: (� ^� \ A V POST IN A CONSPICUOUS PLACE iP 4' Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. Dec. 29, 1995 Mr. Don Ford Building Inspector City of Atlantic Beach Dear Don: In reference the single family home being constructed at 1970 Frances Ave., Atlantic Beach, F1. this letter guarantees that the following items will be completed by Jan. 31, 1996: 1. Repair and replacement of cross property sidewalk. 2. Completeion of lot final grade and sodding. To the best of our knowledge, all other construction is complete. Very truly yours, tt David W. Clarke, V.P. 150 A 1 iong DE 995 Building Ci of Atlantic :ch. lipCag OtC29 Building and Zoning P.O. Box 50939 • Jacksonville Beach, FL 32240 • (904) 241 -1222 nR-3134 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Permit Number: 11027 Address: 194 MAIN STREET Permit Type! FENCE ATLANTIC BEACH. FLORIDA 3223 Class of Work* NEW LEGAL DESCRIPTION Contr. Type* WOOD FRAME Lot: 2 Block: 84 Section: Proposed Use! SINGLE FAMILY Township: RNG: 0 Subdivision: SECTION H Dwellings: Allommo*Code: 0 Estimated Val,U S250.00 improvV S0.00 Tot3 eet S0.00 r 80.0r Amr e JL.e t FOOT W '") FENCE PER PLANS ,,PORMATION - ---- APPLICATION FEES 8ITAT ' PERMIT S0.00 ,J4w$4lN STREET WATER IMPACT FEE $0.00 4 TOtAttgAr"H FLORT' - 3 „ SEGO IMPACT' FEE SO ' Phone': - 44\ -'41-12V2 A Ar RADC'N P.S 80.0r -NrRACTOR1INFoxMATInN RADON CAB 5% S000 Mme PR)FERTY OWNER CAPITAL IMPROVE. S0 .0r CROSS CONNECTION S0.00 SEC H IMPACT FEE SO.Or CONST.SURCHARGE S0,00 ( 1 C 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 PAYING TWICE FOR THE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: gnaw AramisW MAP SHOWING .,BOUNDARY SURVEY OF L. OT 13, EXCEPT THE WEST 55.00 FEET THEREOF, 8LK.9, "DON?ER'S REPEAT", ACCORD- ING TO THE PLAT THEREOF AS RECORDED IN P,8.19, PG.I6, OF THE CURRENT PUBLIC ' RECORDS OF DUVAL COUNTY, FLORIDA 0 10 20 30 40 50 NOTES: __ __ _ !.ANGLES EST4.L'JFIEii IN THE FIELD. _ - SC4LF• - - - -I 20' 2,FIELD WORK : 12 20'1995, CHURCH ROAD Ta r r T &u rc Y v L• V [ C281' Building and oning 1 #u 4 V 1 .1 E LOT 14 9 P N ■ W v � _ $ G NO CAP R8. G y FR1D. V1 RI 110.00 DEED 6 COMPu D Leas t800 as 3.10 r ,. ,.. • 1 4 • �. 90.00 la i C:1 PA 110 310 Fr //��..�� y wA s. /pft;M om SIO Y WOOD fj{AM REMAINDER Iv/ALUMINUM SIDING A aal►'I i k i. gm W of LOT 13 DWELLING N0.1870 y K I... p. ' F/AiiL.�lJ K. V) f 0. r ` e� ls.00 ` � � M � r 110.00 DUD $ COMPUTED — La SOO L) o REMAINDER OF LOT 12 Q CC Lk 981105 -- 13/95 12/27/98- CERTIFICATION REVISED/ FIMFL,ADDED D.�. -POINT OF COIfitNCARNT P.O.P. ptM1AMFMT 111FVONet poiNT FNO,•FOUNO N.K. -FLOCK CONC -CON T[ I - per r ic.4,-;:ofTw!j 0/ �fIN/MM NOVp..NAtI01Ml 0[ IC V[IITiCAI DATUM COMP.-COMPUTED 11AD,- RADIAL [fMT.4AM1 K►�{ moo . OF Ct)IWATM[ P.L.1 -PRQf MIOMAL LAND NfIV[t011 T- TAM[[NT R- RAORMI 9 MN KIMICt10N L OINT Of Trl RL -K81> LAID Nfl�[YOR L -ARC MOTH 0 -DCLTA AMU 11 ,7.1.000 ZONE RO_ROAD INT Of west mow IN[fi R/walto�rT es_w�r �ewn� _�eYl".n L.Aw Ory is $ DONAHOO, DONAHOO & BALL, P.A. WINO SARNETT GtNTYR 0O NORTH LAURA ■TRRtT JACKSONVILLt, FLORIDA 99803 THOMAS M. OONAHOO• IOQ41 1d4 - 0000 MAYWOOD M, CALL FAX 10411 701 7 JONN W. DONAHOO Lca N, meMENAmT• BRU gHwiew NO. 42E0 -26 •SOA ro OCRrI►I.e Yout ►,wy.P f 1 .07.1 0991 TELECOPIER COVER LETTER DATE: December 28. Jj95 TO: on Ford - City of Atlantic Beach $ldg. Dept. FROM: Sara for Haywood M. Bali, Esquire _ TELECOPIER NUMBER BEING CALLED: (9041 247 -5805 OFFICE NUMBER: TOTAL NUMBER OF PAGES INCLUDING COVER SHEET: IF YOU DO NOT RXCSIVS ALL PAQI$, PLSANS CALL SARA BACK IMIIDIATSLY 1 COMMENTS: RED Survey__ �ranai w e e. Atlantic Beach. FL 32233, HlAahe! Habitat sa a to Share a wewi. THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS INTENDED ONLY FOR THE PERSONAL AND CONFIDENTIAL USE OF THE DESIGNATED RECIPIENT NAMED ABOVE. THIS MESSAGE MAY BE A PRIVILEGED AND CONFIDENTIAL ATTORNEY- CLIENT COMMUNICATION. IF THE READER OF THIS MESSAGE 18 NOT THE INTENDED RECIPIENT OR AN AGENT RESPONSIBLE FOR DELIVERING IT TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT YOU HAVE RECEIVED THIS DOCUMENT IN ERROR, AND THAT ANY REVIEW, DISSEMINATION, DISTRIBUTION OR COPYING OF THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US BY MAIL. THANK YOU. • . / \ / S / I I / I 1 I ± 1 , 1 • , i 4 , , i I6 , \ i ._ ,,,.., ' I • t / p�< : 1 I , , , I oI I i I ` ' u i V I ■1 ° °* I r Q P oi ° � � �� 1 i ''\. 0 / / e ti' i I � 'I I I PoRm., I ' - RL ._..• ..._. •■ 1 ..,„e, .... , , I Wit_. AP _L /Ia g PSR-3844 11 0 1 5 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH --- - PERMIT INFORMATION -- - - LOCATION INFORMATION Permit Number : 11015 Address : 1970 FRANCIS STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 3223 Class of Work: NEW LEGAL DESCRIPTION Contr. Type! WOOD FRAME Lot : Block: Section: Proposed Use: SINGLE FAMILY Township : RNG: 0 Dwel 1 inas : 1 Code : 0 Subdivision: DONNER Estimated Value: SO.Of Improv, Cost : Total 4 :, SO .0(,:. 00 14 HABITAT HOME - ri 4 OWNER - . , INFOR MATION -- -- APPLICATION FEES -- N , ' - . PERMIT $0.00 Address 0 iT:i CIS STREET , WATER IMPACT FEE SO 00 TIg'EH FL OR I V ''' - - ° ;'''* .eSE MP ,..K..„,,, FEE BEACH. RkOnirePOO 22 - .. 1$ .!. '" ,.. RADON GAS-H.R.S. S0.00 c6NTRA;TO ON --- - RADON CAB 5% $0.00 NameHOCE0.4TA+E HEAT & AIF CAPITAL IMPROVE. S0.00 Addreze '149 ** ';47:*LAN TIC . --BLVD. - . ' ' SEWER TAP 000 NEP ...0t:4i* BEACH FLORIDA 3,, CROSS CONNECTION $0.00 Y.'r'ne: MHAR786 Type: 3 SEC H IMPACT FEE 4-- CONST. SURCHARGE 4f1 S0\00 .„ s elm RtfiElATt. 111444i, NOTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR THE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO kPION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 40.4 9' ATLANTIC BEACH BUILDING DEPARTMENT 0. - / Mlantic Bch. cm By: i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ORACH, FLORIDA OURS APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV, LOCATION Street Addreu: *. r Of letersectiag Streets: Siltation And WILDING Sub - division 0. IDENTIFICATION — To be completed by all applicants . ►n consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance wiM M. •tt•c►ud plans and specifications which are • part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Mare of Mochealcel Contractors Coon seder I KM) C,CV/rile' ., Master Mame of Properly Owner tiipapre of Owner Signature .1 .r A.lhe►ir1 Ag•.t "' : Architect el Engineer 11I. GENK L INFORMATION A • t el hooting fool: B. IS OTHER CONSTRUCTION BEING DONE ON electric THIS BUILDING OR SITE? Cl Gss — O V Q Natural 0 Control U$*Iy IF YES, GIVE NUMBER OF CONSTRUCTION O OG PERMIT Q Other — Specify IV. MSC4MdIC4L I QUNWIS 4T TO M Mf MUS NATIJNR or WOK (Pop•id. Flo 5 s of compossoM es ttwoi of Is Ism) Residential or ❑ Commercial Nest 0 Sr•os 0 Rammed C.Mal CI PL.. ir New Building Ai' C 0 Room .0 C.sasl ❑ Existing Building p,� S 14Ms ` :,•Q.... ❑ Replacement of existing system I„1.aimon away �f ❑ New Installation (No system previously Installed) O Q Extension or add-on to existing system p Ceelisg woe.: Copal y ❑ Other — Specify Q Kee spools rs: Numbs of Noah O Ei.+o/o. 0 hA.siifl 0 isslowr - (e•roll••) MIS SPACE Dolt owMC! use OW O G.a.ie. Pump Iawmttw) ( lissshed) 0 T••lo Ilwm .r) Remslks O LPG momeMo a (lwmb►) 0 U.Rred pow. vows Wry Poona APpnaed O other — Penni, LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT • IAsMr thlta Desearipth. Maid ITunMr Ilsastactisrar A n= I r MATING • FURNACES. 110ILERS, FIREPLACES Ilta_er Valle Afirnibit 7('' 75 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: /D 'a ? 19 , IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Munson and Bryan Electric Co. Ayae ELECTRICAL FIRM: MASTER ELEC :ICI N A : _ ,• „, NAME � � t' �, ADDRESS: 15 / 1 :‹2 C� RFD BOX r BLDG. SIZE BETWEEN: RES. (✓) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( OLD ( ) REW. ( ) ADDITION ( I TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT SERVICE: NEW (4 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS X6 COPPER ( ► ALUM. (ice SWITCH OR BREAKER / AMPS / PH W 4 /01 VOLT edhe2-- RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES 'INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 11 11 1 CITY OF i - 6 - I P. „, j 800 SEMINOLE ROAD ' !' % A ±LOIN C) EACU, FLORIDA 32233 -5445 V ^ PROPERTY DESCRIPTION TELEPHONE (904) 247 -5800 �� , �' I I,.I 9 FAX (904) 247 -5805 _4. Lot Lot #/3 , Blo k # C f , Sect on #' U g Lori 1 `3 Su D N/► /r y Q J - Steet Name ° �D S 1' P or Address : I cen Al et& 4V6 4 /3C DESCRIPTION OF WORK If in a FLOOD HAZARD Flood Zone: X area complete page 3. Brief Description / /yew S, er'11'e Class of Work: (New/ Remodel /Addition: NP (,U ZONING INFORMATION Type of Construction: / le Zoning Proposed District:eaZ Use: ' ��- } g6S Estimated Value $ 2%) 6-p -0 Exceptions or Variances Materials: W r- d Granted: Solid or Filled Ground:0) --10 Roof: tea", 5 0 / rJ1 � OWNER INFORMATION Method of Heating: e -' PUnA 0 Property Owner: e �,� A 1 ✓ 4 Phone: Mailing r- Address ().>L , S7) 9,3 / " i fij-1/4- ? Z2 Zip: CONTRACTOR INFORMATION ��77 / Contractor -) d Phone: d`-1 ci , / Addresg ss : Ad �/ dee ^, ova 0 Address: ��� Yl !� � ` IL. J Zip: 3 2_2 License Number: C 20 C)Q 9 s--L-(p Dateration 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. Owner Signature Date I Contractor Signature 41.-41 <- 10 4.I4_ : 41!_I Date 7 `/ 0 F"LOODPLAIN DEVELOPMENT INFORMATION Type of D evwlopment s Q' r Flood Zones `_'•7 �J = -- Required Lowest Floor Elevations Zt building t located I wade AFTER T within a flood hazard zone, be tar located SLAB HAS BEEN POURED, o surv�•y F LOOR ELEVATION c th inp that the elevation established for thatQsone. or abov the bane flood No final inspection will be mode a nd no certificate of will be issued until the survey in on file with occupancy Department. the Building • COMMENTS: Applicant Ac knowledgement: Ap ps permit it contingent I understand that the issuance of and correct rmi Chit t ngent upon the above information being be provided as re plans and supporting data have been or shall be pro tons of Ordinance agree to comply with all applicable pr ovision s a the Ho. 23-7- and all other proposed development. laws or Date__ qs ____Applicant's Signature__ _ ,, ------------------------------------------- -------- Department Use Required Lowest Floor Elevation ----------------- As Built Lowest Floor Elevation ____ _ Survey Filed with Building Departments _r_ - - -`- Building Department Representative entative Palle 3 1 TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE. THE MEETING! f fp "4 0, ' °A - 4 6 ■ - rroperty Owner's Name Adaress Telephone I. Location of Tree Removal/Site Alteration ' SECTION B - (To be completed by applicants whose property is zoned residential, includes an existing dwelling, and which - is not presently owner-occupied) I. What changes are proposed to the above specified site? z. what is the purpose of these proposed changes? 3. Specify trees proposed for removal as follows: F-Tree Count _____ Size(DBH x HOT) ondition 1 1 ( 1(2447) 1 0 1 1 I . i I 1 4. Will these trees be relocated on the same property? 5. If not, will replacement trees be planted? E.. Specify proposed replacement trees as follows: I -- Tree Count Species Size(DBH x HGT) I Attach site plan. (Note: All trees proposed for removal must be marked on site by red tape or flagging). i SECTION 8 - (All other Applicants) 1. Property Zoning: • 2. Submit the tollowing. SITE PLAN /TREE SURVST indicating: a) Site topography, existing and proposed b) Existing and proposed structures grades c) Location of all trees w /D3H of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identity trees of special or unique characteristic i) Idenify trees within 10 feet of construction areas 7) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1) Location of vehicle travel corridors m) Location of commercial sprinkler /irrigation systems n) Landscape maintenance plan (commercial only) 0) Staging areas for equipment and material storage 3. All trees identified for removal must be marked on site by red tiagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Orainances of Atlantic Beach. Owners Signature Date • CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for Suilders and Developers" is available at City Hall or from the Division of Forestry, 8719 Nest Beaver Street, Jacksonville, FL 32220. (781 -1434) 10540 PSRM44 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - PERMIT INFORMATION LOCATION INFORMATION --- Permit Number: 10540 Address: 19 FRANCIS AVENUE Permit Type: PLUMBING ATLANTIC BEACIL FLORIDA 32233 Class of Work: REMODEL LEGAL DESCRIPTION Constr. Type: WOOD FRAME Lot: Block: Section: Proposed Use: SINGLE FAMILY Township! RNG: 0 Dwellings: 1 Code: 0 Subdivision= DONNER RPLAT - Estimated Value: $0.00 Improv. Cost: $0.00 Total Fees: Amount P $0.00 'NEP EM' OWNER INFORMATION ---- APPLICATION FEES RE:,"HF.!3 HABITAT PERMIT $0.00 AVENUE WATER IMPACT FEE S0.00 ATT' PEACH, FLORII SEWER IMPACT FEE $0.00 - - PhOne: ('2041249-5191 WATER METER/TAP $0,00 RADON GAS-H.R.S. $0.00 CONTRACTOR INFORMATION --- RADON CAB 5% S0.00 Name: STEW PLUMBING CAPITAL IMPROVE. $0.00 Address: 1601 MAIN STREET SEWER TAP ".oc, ATLANTIC BEACH FLORID\ CROSS CONNECTION $0.00 .icense: CFCO3719' Type! SEC H IMPACT FEE $0.0n CONST.SURCHARGE $0. ---BCHARGE/ATL.BCP 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 FOR THE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: ID N CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /q 7 ) f' , " 1 11 �' OWNER OF PROPERTY: 1 sia , -/ PLUMBING CONTRACTOR lore: n t D CONTRACTOR'S ADDRESS: 0 /2 hi G -•-' STATE LICENSE NUMBER: 6 °gD J ?i 9G TELEPHONE: p,: ,/ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS f SHOWERS LAVATORY f WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS / CLOSETS f WASHING MACHINE 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 F +XTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP — (904) 247 -5834 PSR-3844 1 0 4 9 3 0006E4E0000004 DEPARTMENT OF BUILDING ten CITY OF ATLANTIC BEACEEZILOO :1 tO SfilLaIL :WO LC OVC2V6 000nowe oonominno .=, PERMIT INFORMATION LOCATION INFORMATION -- .-;.. - ---- Permit Number: 10493 Address: 1970 FRANCIS AVENUE Permit Type: BUILDING ATLANTIC BEACH. FLORIDA 32233 ,... . Class of Work: NEW„ LEGAL DESCRIPTION ---1.'._ Constr. Type: WOOD ?RAME Lot: 13 Block: 9 Sectioit Proposed Use: SINGLE FAMILY Township: RNG: :.4. Dwellings: 1 Code: 0 Subdivision: DONNER REPLAT Estimated Value: S31695.00 Improv. Cost: $0.00 Total Fees: --,. $1936.44 Amount r.-0- 147:-11: ciP' IABITkT NAME PER PLA.m$ - HSF 1144 ------ - - OWNER INFORMATION ---- APPLICATION FEES Name: BEACHES HABITAT PERMIT $0.00 Address: P. C!. BOX .50939 WATER IMPACT FEE $230.00 IACTS'NVILLE BEACH, FL SEWER IMPACT FEE 81 Phone: 904:1221-0141 WATER METER/TAP $85,00 RADON GAS-H.R.S. $5.43 CONTRACTOR INFORMATION ---- RADON CAB 5% $0.29 Name: JOHN ANDRESEN CAPITAL IMPROVE. Address: 1734 ASHMORE GREEN DRIVE SEWER TAP $0.00 JACKSONVILLE. FLORIDA 3221 CROSS CONNECTION $35.00 License: CRC009946 Type: 0 SEC H IMPACT FEE SO . OC CONST . SURCHARGE , $ 5 . 1 SCHAROVATVAM: $0.57 NOTES: 1006IVE0000T 00 cu 1-15t13 r– GUILOO :0 10 S6/L2/L BC S'S 000000000 000000000 ail g ** 8 ti cc NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST B rfECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER , E...Q: ISSUE .....,... up z, BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT EfEltLACED IN PUBLIC SPACE, AND M --.. 1311 CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 28 8Z38 "FAILURE TO COMPLY WITH THE MECHANIC'SLIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE*ILDING IMPROVEMENTS" -1,- 'cAacx ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PE AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. LOOQ600000 006000000 $. 89 78 7R.7./9`.4 01 Red: 0071221 ATLANTIC BEAri3UILDING DEPARTMENT .1100003419001 By: / Q/ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address MO/ i /S ,4c :/21- • Date 1 - 19 -9 Heated Square Footage J/(((/ @ $ ,) 6. per sq ft = $ 3O 3/6 Gara She g� L /0 @ $ / y,0 per sq ft = $ s(�O Carpor or Pch 9 / @ $ 7, ©0 per sq ft = $ (-) 1 9 Deck 0 @ $ 0 JI per sq ft = $ Patio <J @ $ 6 per sq ft = $ TOTAL VALUATION: $ 3 1 (, q) $ Total Valuation 1st $ $ Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ U • + 1/2 Filing Fee $ C2 (Q) Fireplaces @ $15.00 $ 0 BUILDING PERMIT FEE $ Q WATER IMPACT FEE $ — _ ' c930, ©0 SEWER IMPACT FEE $ /,---,1 oo WATER METER /TAP $ 05,0') ? CAPITAL IMPROVEMENT $ 3a S © c7 SEWER TAP $ ? ( / /u/ef RADON (HRS) .0050 $ 5. ' SECTION H PAVING ( ) $ 0 HYDRAULIC SHARES $ QQ CROSS CONNECTION $ 33700 ( / /44/) SURCHARGE .0050 $ .5 , / �' / 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: 1 c. Q.L4 6 TE APPLICATION FOR WATER AND /OR SEWER TAP APPLICANT NAME /` 6, �'7G ✓' MAILING ADDRESS 0- i2� h 9 3 7 ` PHONE NUMBER 0I DATE SERVICE REQUESTED 1 `-f // W Z L c AeL - e ..� SERVICE LOCATION j/cd/1? , 4 ( DATE SENT TO PUBLIC WORKS / / / 9 DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER PRICE QUOTE PREPARED BY: Signature - Title DATE OWNER NOTIFIED 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 WATER CLOSET, LAVATORY i BATH SERVICE ,S INK TRAP STAND TUB OR SHOWER STALL (6) (8) WATER CLOSET, TANK OPERATED (4) WATER CLOSET ( ) VALVE OPERATED (8) G 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) ( ) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY SHOP (2) ICE MAKER (1/2) SURGEONS SINK (3) 1 LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS / / S @ $20.00 EACH $ 2,S'Q. )Q JOB TpFOR!'1ATION . - 1 _ - 1 • • i Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: JOHN ANDRESEN i c -, AND ADDRESS: �}-� c-.� -n r� PERMITTING CLIMATE � VI =LLF 13EACH F OFFICE: JACKSONVILLE ZONE: 1I_I 2I -I 3 OWNER: PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single - Family 3. If Multifamily -No. of units 3. 0 4. If Multifamily, is this a worst case (yes /no) 4. 5. Conditioned floor area (sq.ft.) 5. 1144.00 6. Predominant eave overhang (ft.) 6. 1.40 7. Porch overhang length (ft.) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0.0sgft 110.80sgft b. Tint, film or solar screen 8b. 0.Osgft 0.00sgft 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) 9a.R= 0.00 , 137.60 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R- value) 10a -2 R= 11.00, 728.20sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R- value) lla.R =19.00 , 1144.10sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.00 15.Hot water system: 15. Type: Electric EF: 0.92 16.Hot Water Credits: (HR -Heat Recovery, 16. DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, 18. HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) 19. 99.88 a. Total As_Built points 19a. 23857.57 b. Total Base points 19b. 23886.71 I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: _ Aft compliance in accordance with Section DATE: . -(, S A111111 14111111V 553.908 F.S. I hereby certify at this building is in compliance 'th the Florida Energy Code. I OWNER /AGENT: ! �, rot I m,; BUILDING OFFICIAL: DATE: , "7- ._ j C'- DATE: Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: JOHN ANDRESEN AND ADDRESS: PERMITTING CLIMATE S JACKSONVILLE BEACH F OFFICE: JACKSONVILLE ZONE: 11_1 21_1 31W OWNER: PERMIT NO. JURISDICTION NO. 1. New construction or addition CK 1. New Construction 2. Single family detached or Multifamily attached 2. Single - Family 3. If Multifamily -No. of units 3. 0 4. If Multifamily, is this a worst case (yes /no) 4. 5. Conditioned floor area (sq.ft.) 5. 1144.00 6. Predominant eave overhang (ft.) 6. 1.40 i 7. Porch overhang length (ft.) 7. 0.00 L (O c U 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0.0sgft 221.60sgft b. Tint, film or solar screen 8b. 0.0sgft 0.00sgft 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) 9a.R= 0.00 , 137.60 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R- value) 10a -2 R= 11.00, 728.20sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R- value) lla.R =19.00 , 1144.10sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.00 15.Hot water system: 15. Type: Electric EF: 0.92 16.Hot Water Credits: (HR -Heat Recovery, 16. DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, 18. HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) 19. 99.88 a. Total As_Built points 19a. 23857.57 b. Total Base points 19b. 23886.71 I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed 4 this building will be inspected for PREPARED BY: ,`�` compliance in accordance with Section DATE: (42-t.- .211111=111111116 553.908 F . S . 1 I hereby certify -at this building is in compliance with the Florida Energy Code. OWNER /AGENT: BUILDING OFFICIAL: DATE: DATE: Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: JOHN ANDRESEN AND ADDRESS: PERMITTING CLIMATE JACKSONVILLE BEACH F OFFICE: JACKSONVILLE ZONE: 11_I 21_1 31 OWNER: PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single - Family 3. If Multifamily -No. of units 3. 0 4. If Multifamily, is this a worst case (yes /no) 4. 5. Conditioned floor area (sq.ft.) 5. 1144.00 6. Predominant eave overhang (ft.) 6. 1.40 7. Porch overhang length (ft.) 7. 0.00 10.56 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0.0sgft - 33 sgft b. Tint, film or solar screen 8b. 0.0sgft 0.00sgft 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) 9a.R= 0.00 , 137.60 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R- value) 10a -2 R= 11.00, 728.20sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R- value) 11a.R =19.00 , 1144.10sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.00 15.Hot water system: 15. Type: Electric EF: 0.92 16.Hot Water Credits: (HR -Heat Recovery, 16. DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, 18. HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) 19. 99.88 a. Total As_Built points 19a. 23857.57 b. Total Base points 19b. 23886.71 I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: ;;,= compliance in accordance with Section DATE: ,--, S .211111211111MiR 553.908 F.S. I hereby certify 4•.t this building is in compliance with the Florida Energy Code. OWNER /AGENT: BUILDING OFFICIAL: DATE: DATE: ** 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 #2 606.1 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 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built - in heat trap required. Swimming Pools 612.1 Spas and heated pools must have covers (except solar & Spas heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have 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. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins - Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in 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 __= I = == AS -BUILT =__ GLASS ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS N 13.20 65.8 868.6 DBL CLR N 13.2 38.3 .86 433.1 E 49.00 65.8 3224.2 DBL CLR E 20.0 79.7 .92 1466.5 DBL CLR E 20.0 79.7 .92 1466.5 DBL CLR E 9.0 79.7 .75 537.3 S 39.60 65.8 2605.7 DBL CLR S 13.2 66.2 .74 646.6 DBL CLR S 13.2 66.2 .90 787.9 DBL CLR S 13.2 66.2 .85 742.8 W 9.00 65.8 592.2 DBL CLR W 9.0 79.7 .93 667.1 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 1,144.00 110.80 1.549 7,290.64 11,291.28 6,747.79 NON GLASS AREA x BSPM = POINTS TYPE R -VALUE AREA x SPM = POINTS WALLS Ext 728.2 .9 655.4 Ext Wood Frame 11.0 728.2 1.70 1237.9 DOORS Ext 22.0 6.1 134.2 Ext Wood 22.0 6.10 134.2 Adj 19.0 2.4 45.6 Adj Wood 19.0 2.40 45.6 CEILINGS UA 1144.1 .6 686.5 Under Attic 19.0 1144.1 1.10 1258.5 FLOORS Slb 137.6 -37.0 - 5091.2 Slab -on -Grade .0 137.6 -41.20 - 5669.1 INFILTRATION 1144.0 8.0 9152.0 Practice #2 1144.0 8.00 9152.0 TOTAL SUMMER POINTS 16,873.72 12,906.92 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 16,873.72 .37 6,243.28 1 12,906.92 1.00 1.100 .340 1.000 4,827.19 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WINTER CALCULATIONS ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** __= BASE __= I = == AS -BUILT =__ GLASS ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 13.20 -10.6 -139.9 DBL CLR N 13.2 7.3 1.21 116.6 E 49.00 -10.6 -519.4 DBL CLR E 20.0 -9.2 .77 -141.7 DBL CLR E 20.0 -9.2 .77 -141.7 DBL CLR E 9.0 -9.2 .33 -27.2 S 39.60 -10.6 -419.8 DBL CLR S 13.2 -28.4 .84 -314.9 DBL CLR S 13.2 -28.4 .96 -358.6 DBL CLR S 13.2 -28.4 .93 -349.5 W 9.00 -10.6 -95.4 DBL CLR W 9.0 -9.2 .80 -66.0 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 1,144.00 110.80 1.549 - 1,174.48 - 1,818.96 - 1,282.98 NON GLASS AREA x BWPM = POINTS TYPE R -VALUE AREA x WPM = POINTS WALLS Ext 728.2 2.2 1602.0 Ext Wood Frame 11.0 728.2 3.70 2694.3 DOORS Ext 22.0 12.3 270.6 Ext Wood 22.0 12.30 270.6 Adj 19.0 11.5 218.5 Adj Wood 19.0 11.50 218.5 CEILINGS UA 1144.1 1.2 1372.9 Under Attic 19.0 1144.1 2.00 2288.2 FLOORS Slb 137.6 8.9 1224.6 Slab -on -Grade .0 137.6 18.80 2586.9 INFILTRATION 1144.0 7.4 8465.6 Practice #2 1144.0 7.40 8465.6 TOTAL WINTER POINTS 11,335.34 15,241.14 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 11,335.34 .55 6,234.44 I 15,241.14 1.00 1.100 .484 1.000 8,114.38 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WATER HEATING ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BASE === I =_= AS -BUILT =__ NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 3 3803.0 11,409.00 1 50 .92 1.000 3638.7 1.00 10,916.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SUMMARY ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** __= BASE __= I = == AS -BUILT =__ COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 6243.3 6234.4 11409.0 23,886.71 I 4827.2 8114.4 10916.0 23,857.57 * * * * * * * * * * * * * * * ** * EPI = 99.88 * * * * * * * * * * * * * * * * ** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.9 DCA Form 600A -93 or Form 600B -93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100. The lower the EPI the more I fficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X INSULATION R -10 R -30 Ceiling R -Value 19.0 I X I R -0 R -7 Wall R -Value 11.0 I XI R -0 R -19 Floor R -Value 0.0 IX I AIR CONDITIONER 10.0 SEER 17.0 SEER /EER 10.0 IX I 9.7 EER 16.0 HEATING SYSTEM 6.8 HSPF 12.0 Electric COP /HSPF 7.0 IX I 0.78 AFUE 0.90 Gas AFUE 0.00 I WATER HEATER 0.88 0.96 Electric EF 0.92 1 X 0.54 0.90 Gas EF 0.00 I 0.40 0.80 Solar EF I OTHER FEATURES I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City /Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL -EPL CARD93 For detailed information ENERGY GUIDE of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.9 DCA Form 600A -93 or Form 600B -93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R -10 R -30 Ceiling R -Value 19,0 1 X I R -0 R -7 Wall R -Value 11.0 I X I R -0 R -19 Floor R -Value 0.0 IX I AIR CONDITIONER 10.0 SEER 17.0 SEER /EER 10.0 IX I 9.7 EER 16.0 HEATING SYSTEM 6.8 HSPF 12.0 Electric COP /HSPF 7.0 X I 0.78 AFUE 0.90 Gas AFUE 0.00 1 WATER HEATER 0.88 0.96 Electric EF 0.92 X 0.54 0.90 Gas EF 0.00 1 0.40 0.80 Solar EF 1 OTHER FEATURES I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City /Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL -EPL CARD93 MAP SHO WING 80 UNDAR 3 S T L075' 12 & 13, BLOCK 9, DONNER S REPLAY' ACCORDING TO THE PLAT HEREOF AS RECORDED D IN PLAT BOOK 19, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. GR A 1 S' 30' 80' L PHIC SCALE 1 NOTES; 1. ANGLES ESTABLISHED IN THE FIELD. 2 FIELD WORK illpggaTiT . t i) {, 1 0 1995 CHURCH (50'R /W) ROAD Building and Zoning FOUND 1 /21.P. ■ — FOUND 5 /8'RE AR 0 % e as V U N LOT 1 FOUND CONCRETE MONUMENT 0.4'x 0.4' T 2 L 8 8 . M E N T o V E LOT G BLOCK 9 SET. 165.00'PLAT do COMPUTED SET r W 0a. Q - � V • Z D o 1D /75-1-13 4G � 5 e r° o o I T CANT. D n FOUND 1/21.P. o 0.49' WEST / 'G1 LOT 12 0 / ✓� � i Fr e � FOUND 1 /2'I.P. q0 . 90 s• FOUND 3/4 • • 0.82'NORTNWEST F ' '' - OCEAN STATE HTG & A/C PROJECT: 1144 ** 1476 ATLANTIC BLVD ** CLIENT: JOHN ANDRESEN NEPTUNE BEACH, FL 32233 DATE: 6 -16 -95 RESIDENTIAL /LIGHT COMMERCIAL HVAC LOADS DESIGNER: LARRY HARPER CLIENT INFORMATION: NAME: JOHN ANDRESEN ADDRESS: 1 ri-eAfT C._,. CITY, STATE: BEACH TOTAL BUILDING LOADS: BLDG. LOAD AREA SEN. LAT. + SEN. = TOTAL DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN 3 -C WINDOW DBL PANE CLR GLS METL FR 110 3,590 0 5,401 5,401 12 -F WALL R -11 + 1" BEAD BRD(R -3.6) 729 2,297 0 1,257 1,257 10 -D DOOR WOOD SOLID CORE 39 807 0 441 441 16 -D CEILING R -19 INSULATION 1,143 2,726 0 2,726 2,726 22 -A SLAB ON GRADE NO EDGE INSUL 138 5,031 0 0 0 SUBTOTALS FOR STRUCTURE: 2,159 14,451 0 9,825 9,825 PEOPLE 8 0 1,840 2,400 4,240 APPLIANCES 0 0 0 2 2 DUCTWORK 0 0 0 0 0 INFILTRATION W.CFM: 122.0 S.CFM: 61.0 0 6,041 2,033 1,410 3,443 VENTILATION W.CFM: 0.0 S.CFM: 0.0 0 0 0 0 0 SENSIBLE GAIN TOTAL 13,637 TEMP. SWING MULTIPLIER X 1.00 BUILDING LOAD TOTALS 20,492 3,873 13,637 17,510 SUPPLY CFM AT 20 DEG DT: 620 CFM PER SQUARE FOOT: 0.542 SQUARE FT. OF ROOM AREA: 1,143 SQUARE FOOT PER TON: 783.324 TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 20.492 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 1.459 TONS CALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J. ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY. BE SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS. t * * * * * * ** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE * * * * * ** OCEAN STATE HTG & A/C NEPTUNE BEACH, FL 32233 1144 6 -16 -95 PAGE 2 * * * * * * * * * * * * * * * * * * * * * * ** TOTAL ZONE LOADS FOR ZONE # 1 * * * * * * * * * * * * * * * * * * * * * ** BLDG. LOAD AREA SEN. LAT. + SEN. = TOTAL DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN 3 -C WINDOW DBL PANE CLR GLS METL FR 110 3,590 0 5,401 5,401 12 -F WALL R -11 + 1" BEAD BRD(R -3.6) 729 2,297 0 1,257 1,257 10 -D DOOR WOOD SOLID CORE 39 807 0 441 441 16 -D CEILING R -19 INSULATION 1,143 2,726 0 2,726 2,726 22 -A SLAB ON GRADE NO EDGE INSUL 138 5,031 0 0 0 SUBTOTALS FOR STRUCTURE: 2,159 14,451 0 9,825 9,825 PEOPLE 8 0 1,840 2,400 4,240 APPLIANCES 0 0 0 2 2 DUCTWORK 0 0 0 0 0 INFILTRATION W.CFM: 122.0 S.CFM: 61.0 0 6,041 2,033 1,410 3,443 VENTILATION W.CFM: 0.0 S.CFM: 0.0 0 0 0 0 0 SENSIBLE GAIN TOTAL 13,637 TEMP. SWING MULTIPLIER X 1.00 BUILDING LOAD TOTALS 20,492 3,873 13,637 17,510 SUPPLY CFM AT 20 DEG DT: 620 CFM PER SQUARE FOOT: 0.542 SQUARE FT. OF ROOM AREA: 1,143 SQUARE FOOT PER TON: 783.369 TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 20.492 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 1.459 TONS CALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J. ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY. BE SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS. * * * * * * ** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE * * * * * ** OCEAN STATE HTG & A/C NEPTUNE BEACH, FL 32233 1144 6 -16 -95 PAGE 3 * * * * * * * * * * * * * * * * * * * * * * * * * * ** DETAILED ROOM LOADS * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ITEM AREA -U- HTG SEN. CLG LAT. SEN. DESCRIPTION QUAN VAL. HTM LOSS HTM GAIN GAIN 1. LIVING ROOM 15.6 WID X 14.6 LEN = 228 SF CEIL.HT = 8.0 E - WALL -12F 8 X 14.6 77 0.070 3.2 243 1.7 0 133 E - DOOR -10D 6.8 X 3 20 0.460 20.7 414 11.3 0 226 E -GLAS-3C 2 -P 0-1 S -1 0 %S 20 0.725 32.6 653 72.4 0 1,448 CEIL -16D DARK 14.6 X 15.6 228 0.053 2.4 544 2.4 0 544 FLOOR -22A 30 FT 30 0.810 36.5 1,094 0.0 0 0 INFIL. W: 32.8 S: 16.4 40 40.5 1,622 9.5 546 378 PEOPLE 1 230 300 230 300 ROOM TOTALS 4,570 776 3,029 2. DINING ROOM 12.7 WID X 19.4 LEN = 246 SF CEIL.HT = 8.0 E - WALL -12F 8 X 11.4 62 0.070 3.2 195 1.7 0 107 S - WALL -12F 8 X 19.4 155 0.070 3.2 488 1.7 0 267 E -GLAS-3C 2 -P 0-1 S -1 0 %S 20 0.725 32.6 653 72.4 0 1,448 E -GLAS-3C 2 -P 0-2 S -1 32 %S 9 0.725 32.6 294 56.8 0 511 CEIL -16D DARK 19.4 X 12.7 246 0.053 2.4 587 2.4 0 587 FLOOR -22A 30.8 FT 31 0.810 36.5 1,130 0.0 0 0 INFIL. W: 23.8 S: 11.9 29 40.5 1,176 9.5 396 274 PEOPLE 2 230 300 460 600 APPLIANCES 0 1 ROOM TOTALS 4,523 856 3,795 3. BEDROOM 2 11.4 WID X 10.0 LEN = 114 SF CEIL.HT = 8.0 S - WALL -12F 8 X 10 67 0.070 3.2 211 1.7 0 115 S - GLAS -3C 2 -P 0-2 S -1 100 %S 13 0.725 32.6 424 23.4 0 304 CEIL -16D DARK 10 X 11.4 114 0.053 2.4 272 2.4 0 272 FLOOR -22A 10 FT 10 0.810 36.5 365 0.0 0 0 INFIL. W: 10.6 S: 5.3 13 40.5 527 9.5 177 123 PEOPLE 1 230 300 230 300 ROOM TOTALS 1,799 407 1,114 r '_ * * * * * * ** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE * * * * * ** OCEAN STATE HTG & A/C NEPTUNE BEACH, FL 32233 1144 6 -16 -95 PAGE 6 * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 1 ROOM LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * * * ** RM ROOM AREA HEATING COOLING NO. DESCRIPTION (SF) BTUH % TOT CFM BTUH % TOT CFM 1. LIVING ROOM 228 4,570 22.3 59 3,029 22.2 138 2. DINING ROOM 246 4,523 22.1 59 3,795 27.8 173 3. BEDROOM 2 114 1,799 8.8 23 1,114 8.2 51 4. MASTER BEDROOM 141 3,630 17.7 47 1,898 13.9 86 5. MASTER BATH 181 2,415 11.8 31 1,655 12.1 75 6. UTILITY 102 1,778 8.7 23 1,003 7.4 46 7. BEDROOM 3 131 1,777 8.7 23 1,142 8.4 52 ZONE SUBTOTAL 1,144 20,492 100.0 266 13,636 100.0 620 LATENT GAIN 3,873 ZONE TOTALS 20,492 17,509 1.459 TONS I JOB JOHN ANDRESEN SHEETNO. OF 1734 ASHMORE GREEN DR. ' ' JACKSONVILLE, FLA. 32246 CALCULATED BY DATE CHECKED BY DATE SCALE )011.1.11.11.000101110 .I .. .._ _...t�. ... ...... .. ........ __. =3 • . { ...... ........... .. ....., ........... , ,,.. ......... 1 ........... . +/ 1, , v, v . : r e 1 c.1 Nia C : b K . ),,. . . 4‘.. . ......, ... ... . .„.. . , , , • k 1 _. ......... _ _... 1141.■•• • •MMIW R r te` Delve • 1 ................... ................... Y • . : . . . ristgawl . . . : : , AVg ; Fit 1..0.1 _- c.Ak 1 PQu4 L /0 flip Building and .Zoning , • I, © / 3 6 e4.0 ox 9 Qavw � PROOUE 1 2nd 1 (Rook Sheet,) ?r I (Padded) /%g4® Inc., Groton, Mss 01471 . To Order PHONE TOLL FREE 1-800-225-6380 FLA. I1177 LAWS RAMCO FORM 400 FS 713.13 it W of QIt1muu11flnu?nt ii 1P*LPARIC IN DU►L16ATSI Ca fnhum it mg cux rn: The undersigned hereby informs all concerned that improvemen,`ts will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, th following information is stated in this NOTICE OF COMMENCEMENT. Description of property1 .. � , 7 "3 ,. , �,� 1 f N AJ L l��p -� P• a o e / 9 Pee d6 General description of Improvements .13 o 4-o S / , � f / kt-{ e-#4- //0 -e- • Owner Address P • COX S 3 , c 11-',4C / 41, . , !'' � g vb Owner's interest in site' of the improvement Fee Simple Title holder (if other than owner) Nemo (Q' ' 14 f, 2 / d ;l.`, . ' Address .. P 1/ • 4I d tom' 3 L),46)-y_ ...t i , F UJ contractorD.. . ,t).. / .. oK-L e4)f...04/0.014ese!o ....4D-6 C cacc4 ' . '/S Address .1 - 1 ... /4-5 .44 e � cSF4. , 2-7-y4 Surety (If any) i 1 Address ' Amount of bond S Any person making a loan for the construction of the improvements: • Name Address Person within the Stat of Florida designated by owner upon whom notices or other documents may .be served: Name '! 04 1 001 ( c, !/ � �Ch Address 767) 6 9 k/i}e-A' ePoU cam- 3:5',CeY In addition to himself, owner designates the following person to rcoceive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statutes. (Fill in at Owner's option). Name .aUlUOZ PUe Ou,p`ino G A ItgaN S661 ij T . wr' p cyd-s--Tivi rv/ziloc--- ----.---istlp.yr yai • •d/1 S---1‘/(7?___--1 // ---Z 0- 1. i � -,--73./ Saab � Q �1 DR , _ _ _ - r S I S /6r� _a. . , _ , . , . yyy y� 1-2i . ..f " fi 1 ' — - , , .1-1-; — f i �� j1 , _ fi BASIC tiJINb SI' _ i- - ; _._� ' _ .i • i _ , D 10OMPH;.. - i1! -.. i . - i t, M ENV ROOF ` 2 _ _ -.r__ _ _ 1__.._ t. r SU R _ L J . �, � : , i 1 - UPLIFTS ENCLOSED .- 1� - +� x IA 29.9 PsF {_ - , -_ f. -' i - - -:. ; PARTIALL ;✓ ENCLJS b-I � = 21 x1.8, _�_ _ ----; -- , - .w 37 6 PEE PAVE ..__' x 1 12.8 P .: _ I , u) TYPICAL " SLUORT SPAN 2X8 RAI "TER TO DBL., "[OP PlnTf � ` TO IV. `rt -1-1- "_ _- . I _�. _t _ - _ _ -_ - -. - fi - t i p T =[ (1Z' x 1g,4) ► ( 2 x 32.3)1 x 2 C 1.w, r._` _ _ '- - + _ t - _ ; _ 4 } (232.6 + `I 6)x1 g! ' 3 . �,� T _ _., ,. c)gi , -. UPLIFT AT - TYPICAL TRUSS TO baUf3LE ToP PLATE -. 1.v1(21 K19.4) t (.' x'32.8 x 2' O.C. -{- s , - -- 1 ±- - i - + -. 7 1, . -. -+ -1- - I.. 1- . IZ (232.3 + C5,6)z '59(:).6I/2_ = 2384 PLF 11bP2x (000t) fa 15661Is : - 4. + - -_4. t CA L I SHORT SPAU" -x8' RAFTER To KIDV ..RAFTER ., . 4 �; #._+ t _ - - 12./1 x 19.9 x U.C. = 233 T . _ 4 ...� ._ . 2 x 6 RAFTERS A1' FRONT PORCH TO CROSS -__ t 1 1 , j A __. I � �.. f f t - - I U 3 .8 x 1 x 10 O = 65 .4_�. 1 _ i___ . , , , „ ,...._, t - . � ± - f -4. 11- 4. CRO�S SEAM UPLIFT AT PORCH, 1 t 4 j . - . i_ : - . u 656,x6 - 19681 ; 1 '.._ r.. r i t . i -t 4 -� -i -� 1.14-1 � ...��. � -:�:� � . _�-_ 111111 U "' Y(6&) + ( t. X 32.9) t 656/2„ = 981 ►- 65.G+ 328 --- I377.6t ' : . _..i t f i I � 1 -} 1- 1_-t _. -, — -f---r .. ' 1 M , 8� , * 981 t ' - -r j _ �_ f - I j--f---L-4 - -_. i- __i-4-. � .. 4 _ ; � , ! 1- -, . -+ a 4 -' , - 1- r --': 4114 ' 7 4 '' 7 - ' 4:f -; "i 1 I 4 I ■ J 1 , f t 1141 1 7 1- 1--- t -t-!' 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I i _ _ _C, O 1 ,_ -_. _ t MIS T - _ 1 n1 / ALL 5 . q0 4 + 11i -- T E ■er ... --, , _.-. WI(�1bOWS . 31_ ' 't3' 4 + - i - ... y � . -- - 4 - -- - -- -1.--- , .... 1 0 ., II -1 i-!--1.4.---4-4---- - -Is t.-- •-,--,- -.„,- - - - --1-- 1 , bWAlts sNa AR 'ts.'t 1d, l .ot 31 Ph -- ' - ■ - �t l_._- - y t i t„ 1 ., . ... .._,B1- ip.-,.c4 _1_ J.- 4 --i -- • __ G ' x 318 = 1,095 ' -- I?E515TANC i i . �_ , _. � _ { . - - - ._ I � � . RrSS�IRC. (FROM AEI - 483 < 26 Le,S 1 X85 _+ � _ � i Ld5 O ,WIN 0 J WHINE 6 R M G EST E.o . , _ , - _ . _� I. 4-- : �. a , , , t J _i _ _ ■ V - 1 I_ a _ _ i . - .1 , 1,-.-..----- ---,it- • -----• • - ----i-J- - -- ---- — ' - -- -1-i,. . - 1 -- — -- - . — 1 : i 7 A •:::: a _ I ■ I p , Ill _111111 .: ' --' ---- , 11 - II:1 - 1 -- -4- .._i -: 4-- - - -- -- ---- : ---1-.- :--z .s ,- , A .444 . .t -4 -4-- - i 14-4, - - _ -- _j. -t -_, _1 -f7r-i i I :t_ -. I to 1 1 t - a 4- 11 -4-4 -1 1 - j— {— . . - h.,.. A . (coNT) '1 - 1 - i 1 H--4, -4, -- - -f--1--.-,-- i-- — 1 . , : it ... '01 , -- —.. ! ..i---1:71 „ 1 -'-- ' � . ' ! ' -)u R Ar A wimp LOAb Y 200 k - ' �..�_ :■■ ■nir • ' , , AVAILAI)LE SIaEAR.WALL bIREcT`ION , _ ' - ; __ i . 1-- p ._ _ r .WALLS : 30 t 25 55',. - 1 , _� --+ - - �.. ; 1.. - -1 - - i T , , ,.,-. ,-__ f _, . .1 1 1-i r , 4 i 111 DbW . � • 5 � _ , .� _. 0.4 � � F - � 1 _ ,�. - , 1_,_ � _ _ ,,., ' ■ � . ,- 55 - 15, 7 = 39.3 ---- .- , :1- -- - .. a -. . _ , -t . u fi -4 _- . _ - - ■ _ _ _ ' 3 3 ! 8 = 1 �.,�! 7 f3s R r IT !AN f_ : ' _ • .___ „,...1 .4,____i_4. _. ___ _ _ • 3 #_ _i____._ _ .,4 __4.._ _ _ _ ___ __ 14 ___ .4_____,._ _ . __,..._...,: ., . , . f I , .4_4_1 ":. ..... , .L.I . 4 ' __i_ . . _ ' Ii_.. ,; ... 1 __ __.L.„,„, 0 ____-. , - ..i. _i i __. _ .I i,_ _ .1. _____ _ NI __,_. , —.. ...., - - - .4 1 - ,. : : : 1 1 ' .. x a t f 1 4 - N ' M iSt. � l.r.ANE0U5 E RAPI f . . 63 . 31.�i1 PSF 4...,4 .4_1, 4 7 ._ J1 -f . • _ r 1-i--_ , , ty pICAL WALL r KAM INGa I ' j . I ; r . 1 . ] - ! _, i �f 1 : - - __,_, j f _ ' . . r ...MAX y / (110)) '_ ~f-- -i- - I shAN to - o - ' 6,) 3Q. ?� /L X I� I2 X _ _ _11, _ ,_ _ - , ill _ - — : } .: 4 _ _ . 1 .,___ - _i _i__,.. _f_.__ - M ALLOW, 6 spr # 2 = Sf 6 = 1.5 X5 ' '' x 110O P3 I Li__ i_.1. . 4_ 4 4 t 1 4___ . , - 1 , . 1 • . }} 4 - .I-...._ - ! --I- _ i 1 ft= Ib 8$ I . • -. , _ ■ , 1 . S � - 3o WINDOWS, 2 PCS 5x T ■ I - -1- - _ 1_, 4__ +4 . _ ___ _ ■ - _ _,____ - _ -1, rl, E 'T- L a _._ _ .._. H_ . L. _ : _.1 -• _�. _, 1 i . 4 - _ , .., . -_ _t . 0 -�-_. 1 , --!-- .� - -,_ , ._� -1- i__] P. 3 of 3 44: Jai _t --I -44-4— . _. 4--- -4.- -1 4.44- '4--L-t-4 -- 1 4-_{ _.- _----- .__.._ - . ± ` i - - - -4 - c7.9 ;;C 7/ GY7 4/ .6 At 1 trE APPLICATION FOR WATER ANT.VoR SEWER T P APPL I CANT Pf AKE 7 7, difit 1 LINO ADDRESS ,1 NUMBER "(7s PH; 4F, T.-. ,V/IXRZ_DATE TT r/ 9'7 SERVICE = Zoz - 'Led p DATE eeltrT PUBLIC WORKS 1 1 - JAIE .1RAEL) TO BLDINO DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE 1 : 5 t" r y2:c e-4 is- or OTHER PRICE QUOTE PREPARED - Title LATE OWNER NOTIFIED .46.a Ge./ 7,42 zfoP etiz,6;407 4 ?/cf.7 --- //f" le64r7r/2!"fr" y QRDER AND CLAIM OF LI �'i�- e 2 j / The Code Enforcement Board of the Ci_ J il9zt,- having found that proper notice was given to W. Fogg and Heirs regarding the violations of The National Electrical Code, Standard Housing Code, and Standard Building Code; that W Fogg and Heirs has either failed to request a hearing or has not remedied the violation; that the City of Atlantic Beach has caused the violation to be remedied at the expense of W. Fogg and Heirs; and that the City Manager or his designee has certified to the Director of Finance the expense incurred by the city of Atlantic Beach in remedying the violation: It is the Order of the Code Enforcement Board that a Claim of Lien be filed against W. Fogq and Heirs, and shall be recorded in the public records of the office of the Clerk of the Circuit Court in and for Duval County which shall be payable with interest at the rate of ten percent (10%) per annum from the date of certification until paid. This Claim of Lien is for unpaid assessments and interest on such assessments together with administrative expenses and any advertising costs incurred by the undersigned representative of the City of Atlantic Beach incident to the collection of the assessments and enforcement of this lien, which is granted by Florida Statute 162.09 and Standard Unsafe Building Abatement Code, Chapter 6, Sec. 601.2.2, upon the following described property in Duval County, Florida: (Legal Description) PART OF LOT 2 DONNERS REPLAT, LOT 13, BLOCK 9 Owner: W. Fogg and Heirs This Claim of Lien is to secure payment of the official assessments against W. Foaa and Heirs by the City of Atlantic Beach in the following amounts: City of Atlantic Beach Expense of remedying the public nuisance: $ 3,840.00 Administrative Expense: $ Advertising Cost: $ TOTAL DUE: $ 3.840.00 PLUS: Interest of ten percent (10 %) per annum from date of Certification: $ Executed this day of , 1994. CITY OF ATLANTIC BEACH By: Its: Code Enforcement Board Chairman 11 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. February 9, 1994 Mr. F. W. Fogg Southeastern MEDEQUIP, Inc. 905 N. Third St. Jacksonville Beach, FL 32250 Dear Bill: As we agreed today, Beaches Habitat will pay you $6,500 for the two lots described as "Part of Lot 2, Donners R /P, Lots 12 and 13 ". This price is based on our ability to get relief from the city of Atlantic each for the $3840 owed on the property. This contract is subject to the buyers approval of matter reflected in a title report to be ordered by buyer at our expense. Yours truly, dqq C. Clifton Koehler Chairman Site Committee Beaches Habitat cc: Dave Clarke President Beaches Habitat Agreed F. W. Fogg 2\ 4 P.O. Box 50939 • Jacksonville Beach, FL 32240 • (904) 241 -1222 ; =11 CITY OF I ;, /akteuftee ECQ.d - 3 � 4 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 January 5, 1994 Mr. W. Fogg 99 Orange Street Neptune Beach, FL 32266 Re: 1970 (2071) Francis Street Lot 13, Block 9, Part Lot 2 Donners Replat - RE #172170- 0000 -0 Dear Mr. Fogg: Our records indicate you are the owner of the property described above. Please be advised that under an order of the City of Atlantic Beach the above property has been demolished. $3,840.00 forrse of the vices as indicated on the enclosed being charged ed invoice. Should this amount not be paid within thirty (30) days from the date hereof the property will be liened in the Circuit Court of Duval County, Florida. After ninety (90) days we will foreclose as prescribed by law. Please call this office at 247 -5800 with your intent. Sincerely, C-4 Don C. Ford , Building Official DCf /pah Enclosure cc: City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED c ` i. CITY OF --__// I E' Aft/444? Ve4e - 910fitCda • t •e 1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247 -5800 q 4��r\ FAX (904) 247-5805 November 19, 1993 Mr. W. Fogg 99 Orange Street Neptune Beach, FL 32266 Re: 1970 Francis Avenue Lot 13, Block 9, Part Lot 2, Donners Replat RE #172170- 0000 -0 Dear Mr. Fogg: Our records indicate you are the owner of the property described above. Please be advised that under an order of the City of Atlantic Beach the above property has been demolished. By order of the Finance Director you are being charged $3,840.00 for services as indicated on the enclosed invoice. Should this amount not be paid within thirty (30) days the property will be liened in the Circuit Court of Duval County, Florida. After ninety (90) days we will foreclose as prescribed by law. Please call this office at 247 - 5800 with your intent. Sincerely, C. Don C. Ford Building Official DCF /pah Enclosure cc: City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED .. 113a 3I1S31/1/00 rirase —eesi :ode s •nu 1 66 1 aag s w aoao 3 j P 1! 1!u0) ssa� (Pled s! aa� pue 8E wao j 9,1 o pPy s aassaapp . (1L106 V) b) aanleuthS 9 m .io asipueyaa (�:n!l &Q ;o a _y -a a ; ld!aoaa u4 0� CI !IeW ssaadxo 1 . / % `PPb) a �nl: u6'S�. 5 z CO Pa�nsul p ad t Paaals!6aa 27J, ( � 4 g 9 O 1 aoin�aS •q� 37 m aa; ■ �o; �el se wl s o agwnN a!o .e fl —' Q 5 o d paloulsa E J p sem ro co p — ; ssaappb s aassa�ppA 7 ❑ � • Z �ayw nu aP q �e a nno paid ee ay]. woynn of :o pessaJppb e!a!l�b .E• C m ealxa 7 1 aaeds doe I. w ow uo „ Paisanba ich 1d aoay wnla a' aniiap O • a41 0/11000J ;l seo!' os 6u!M aa; (lea a ti 3e 4 a43 uo �o 'aoaid�leu, a41 � �u a ldiaoay wniaa„ alum S of 4slM Os!e �!o; 41 os um); s�yi Jo as4aneJ a44 uo ssa p ayl no (ol 3 s n s 4l yoe 1a: op N �PPe Pus aweu uun a sao�nuas leuogipp o 8 eb Pue ,e swa ' a ei luud O • { Z Jo /Pue � . a vi I swan aiairl,.._`� • CO d�� '} N CITY OF . . - - iitEcuttie Eed 1 - 96 v s. ` ' A& 800 SEMINOLE ROAD , 10, ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 ,, :f.‘^- PAX (904) 247-5805 r✓ September 17, 1993 Mr. W. Fogg 99 Orange Street Neptune Beach, FL 32266 Re: 1970 Francis Avenue Lot 13, Block 9, Part Lot 2, Donners Replat RE #172170 - 0000 -0 Dear Mr. Fogg: Our records indicate you are the owner of the property described above. Please be advised that under an order of the City of Atlantic Beach the above property has been demolished. By order of the Finance Director you are being charged $3,840.00 for services as indicated on the enclosed invoice. �. Should this amount not be paid within thirty (30) days the property will be liened in the Circuit Court of Duval County, Florida. After ninety (90) days we will foreclose as prescribed by law. Please call this office at 247 -5800 with your intent. Si cerely I Don C. Ford Building Official DCF /pah Enclosure cc: City Manager VIA CERTIFIED MAIL r RETURN RECEIPT REQUESTED i �a waoaa 1 �8E wao j Sd o 1d13338 Na(113a oIlS3W04 zoveze —zee odO's'n 1661 q c ... ) ainleu6ig '9 m ' _ - 4p. C o (pi si ea} pue (aas a�ppy) am 'u61S 9 Z s-<ipPV -,eassaJPPV '8 D palsanba� }l tilu�) _ 1 /� o .104(0 }o alea . L N FS eslpuegolaW 11e ssaidx3 V1 w „col ld)aoaa wnlaa ❑ ❑ att 003 ❑ Pal }n�a0 9?��� T / 3 paaalsl ❑ u,7 /J�'� � jG(7y � -o co o p aansul ❑ ad/ l aoinuaS .q -17 Z, o " L m : ol Passa�PP d alo!1� d £ 3 l o ir C pa�anE 3 co 3 iagwnN alull�b eti 33 aa} io} �alsewlsod llnsuo alep aql p p aiavaP seen a ple aq1 wogm of molts Him ldpaay wrnatl 041 � S alsanbay IM da 3 u fl a a1!�M �p °l ie aq1 Mol aoaid�iew aqi uo „ p pwiad lou saop � . / �ani palol�lsaa ❑ Z ,agwnu al 1 s , oeuV • co � o uo�; ayl 01 wio; 41 4 • < c oeds ;i )°eq ow. uo Jo 'aoaidpew ayl; 1 1 eo siyl wn1aJ CD .� L •noA of P fA ssa�pp d s aassa�ppy fit] a pue aweu InoA 1uJd • c o � 74 :(aa} ueo am leyl os w1Ol siyl }o avana� ayl uo s saepp pile ,£ swat! ala�dwo� q '8 ,o ue swap al • H e I. ue �o }) sao lna l 6ulnnollo} • saoyoas �euoMPPe 1 O; a iP L t13aN3S cD GUI. aniaoaJ 01 4s!^^ °Sle IC CITY - - - -- ATLA , IC BEACH __. - -- - FLORIDA 9/17/93 lq -- N A, M E _. Mr. W. Fogg ADDRESS 99 Orange Street CITY Ne)tune Beach, FL 32266 Demolition of 1970 Francis Avenue Lot 13, Block 9, Part Lot 2, Donners Replat RE#172170- 0000 -0 $3,840.00 "Ater causing the condition to be remedied, the City Manager or his designee shall certify to the Director of Finance the expense incurred i remedying the condition, whereupon the expense plus a charge equal to one hundred (100%) percent of the expense to cover city administrative <:penses, plus advertising cost, shall become payable within thirty (30) days, after which a special assessment lien and charge will be made upon h property which shall be payable with interest at the rate of ten (107) perc:ent per annum from the date of the certification until paid." When Signed, Dated and Numbered, This Becomes an Official Receipt !A.KE CHECKS PAYABLE TO Received Payment IT/ OF ATLANTIC BEACH, FLORIDA TREASURER • • yJ • �r •.• CITY OF ATLANTIC BEACH • FACSIMILE TRAIISMISSI011 TO FOLLOV ' ‘b4 .‘ e 4,174 i ) A -) 0/ 1 4 -- X 7 2 7 ,4/ 9 7/e/i TO- /4/A? 7" /-2, < 4-- Fax#: DATE- r (T(I FOLLOW) Tv ES S A GE ", 7 1: 6 -7 ee -'44 / c''// • 7 2 Ai- . (- /A /i //Z / / Yef , 3c7 - / - i /P --- 7/ Z?7/1 7775 ,1 e-//' p /A 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 CITY OF 1 rkietatie Vead - 7t • 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 '<? TELEPHONE (904) 247 -5800 441,. 4 FAX (904) 247 -5805 July 9, 1993 Mr. W. Fogg 99 Orange Street Neptune Beach, FL 32266 Re: 1970 (2071) Francis Street Lot 13, Block 9, Part Lot 2 Donners Replat - RE#172170- 0000 -0 Dear Mr. Fogg: This is to notify you that the City is proceeding with the bid process for demolition of the structure located on the above - referenced property. You will be assessed all costs of demolition plus 100% administrative costs. • Should the total amount not be paid we will lien the property in the Circuit Court of Duval County and proceed with foreclosure. Sincerely, Don C. Ford Building Official DCf /pah cc: City Manager 1 also wish to rece'�� extra services (for an following d , Address N dditional service can feel J , , resse e v r .. ER: or 2 for a form s° that we �-prCa G dSEN °' y C lets items 3 n b n t reverse of to �s b if space D l ets ac d slivery, ra item ° on the back Restricts y m Hama a mailp1ece article number. 2• ❑ stm aster for fee' this N • print Attach this to You. ° f the / ; N return delivered. is form to the front the mailpiece below the and the date Cons ult PG / ? J w . Attach r / ! ) permit. nested °n rticle was delivered Article csL / r `i y y ,o not P a 4a• (/� � w rite "Return R d Pt wt�Rsd t to whom the ft The Return Receipt 17! d to 4b Service l-Ve ❑Insured m G delivered. ❑Registered r 3 Article A ❑ CDD Receipt for ❑ Return dose y certified p VV 0 E ress Mall Merchan Ts. y - _ / ,,� � IJ, —��(� (. /'� of Delivery �- o � v only if reQuested � CC N , L Addre sees Address ( R s fee aid) t' S• and is p O Q 5 Signature lAddre ✓sea RECEIPT i I .--,; DOMESTIC RETURN p entl DOME 6 Signature (Agent)... g *u•S• GP0:1992�23 CC umber 1991 `41I' =1i CITY OF r ri a,itt�ie Veae% - 96aada 800 SEMINOLE ROAD V9 __�. _ ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 January 12, 1993 Mr. F. W. Fogg 99 _0range Street Neptune Beach, FL 32266 Re: 1970 Francis Street Lot 13, Block 9, Part Lot 2 Donners Replat RE #172170 - 0000 -0 Dear Mr. Fogg: On May 22, 1991 you were notified that 1970 Francis Street was in violation of Section 102.6 of the Standard Building Code and said property was posted with a 30 -day condemnation notice. cur reply was dated June 20, 1991 requesting a 90 -day extension. No action has been taken on your part since that time. This letter is to inform you that as of February 12, 1993, the City of Atlantic Beach will proceed with the bid process to have the house taken down. You will be assessed all cost of demolition plus 100% for City administration cost. Should the total amount not be paid we will lien the property in the Circuit Court of Duval County and proceed with foreclosure. Please contact me at 247 -5826 if you have any questions concerning this matter. Sirerely, Don C. Ford Building Official DCF /pah cc: City Manager 1 VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED receive the • following services (for an extra services Address SENDER: 1 andlor 2 for a dditiona l that we can feel Addressee's S SE and dr s on t he rev of this form so 1 I also wish to Complete items 3 e • Complete item and address on the back if spat ❑ name an Restricted Delivery • Print your of the malePiece, or r for fee• this card to you. the front slow the article numbe 2• p ostmas ter return this form t° rnailpieceb delivere Consult P • Attach ° n the nature of the person Number _ it. pt thesi9 not Perm 4a cle um does „Return Rece provide you t�l .`p / / ▪ W rite r seed l p le N �} er ▪ fheRheuaatee °f V 7 to and Addressed to: 4b. Service Type ❑Insured Article A ❑ Registered CI COD Receipt for V). �� G � Certified ❑ Return Ise e e �� P� � FL ,32 ` ❑ Expres Mall Mer ( 7 QQ De1W_ i �TU�J /J 7 Date , nested 8. Addressee's Address (Only if requested �, and fee is paldl f .ture lAddresse- 5. Sig RECEIPT 6. Signature (Agent) s D �MEgTIC RETU —•-•,, 1990 . * u.s. GPO: 1991 - 287 - 06 • • CITY OF • - • rilticurac Sead _ 74 - 800 SEMINOLE ROAD \; ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHO (904) 247-5800 FAX (' i ) 247-5805 DATE: July 19, 1993 TO: Joan LaVake, Purchasing Agent FROM: Don C. Ford, Building Official City of Atlantic Beach — Forwarded to you herewith are specifications and other pertinent informa- tion necessary for you to call for bids on project to be entitled: Demolition of residence at 1970 Francis Avenue a /k /a Lot 13, Block 9, Part Lot 2 Donners Replat REI/ 172170- 0000 -0 Funding for this project is identified as follows: Miscellaneous Grants #110- 0000 - 331.54 Housin: Demolitions with an approved budgeted amount of $3 000.00 FUNDING APPROVAL: oli6j Dire of Finance • • . F 1 ,,,: a ` ' CITY .' i "& 800 sEMINOLE ROAD — k--1,s,_ - -.__ ATLANTIC BEACH, FLORIJ)A 322 - 5445 TELEPHONE (904) 247 -5800 � 6 LAX (904) 247 -5805 September 14, 1993 Property Appraiser City of Jacksonville 231 East Forsyth Street Jacksonville, FL 32202 Attention: Carrol Padgett Dear Carrol: Please be advised that the following listed structures have been demolished under the direction of the City of Atlatic Beach: 70 Dora Street, Part Lot 11, Part Lot 12, Donner Subdivision RE #172122- 0000 -7 and 1970 Francis Avenue, Lot 13, Block 9, Part Lot 2 Donner Subdivision RE #172170- 0000 -0 Sincerely, Karl W. G'runewa l d Code Enforcement Officer KWG /pah cc: City Manager Don D. Ford . r • — 4 o -----.' S.. ',:-H. . . P . fi r rs � �o 8 C F: c,.) , ,),.r ‘..,4 r______.v, „..1.,.. 1:,,..,,..::.......... .c-N. , .: ,..„ ....... . ....,1 „II , 1 , , ) .... ...„,..... . , N....) . . .., , . i I'? .1 . a 0 \ .. 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Box 25 Atlantic Bch., Fla. 32233 Re: 2071 Francis Lot 12, Block 8, Donner Replat RE#172162 -0000 Dear Mr. Ford, Confirming our phone conversation of June 17, 1991, please delay implementation of City Action on above property. I request that an additional 90 days be given. Sincerely, F.W. (Bi 1) Fogg -). CITY OF Arteetatee Vecid - SParia, 4 1 716 OCEAN BOULEVARD -- - - - - -- --- - - - - -- P.O. BOX 25 ATLANTIC BEACH, FLORIDA 32233 44 -,s4. TELEPHONE (904) 249 -2395 May 22, 1991 .. Mr. F. W. Fogg 99 Orange Street Neptune Beach, FL 32266 Re: 2071 Francis Lot 12, Muck 8, Dormer Replat RE#172162 -0000 Dear Homeowner: k Nip We have pa:;ted the property at. 2071 1-lancis st.x et_•t with a , 30-day condemnation notice as of May 21, 1991. . Un June 21, 1ii91, we will proceed with a bid process to have the property toxr, down (60 days) . On August 20, 1991, . this px operty w i l l be demolished by the City of Atlantic Beach. Please contact me at 249-239:1 to d_i ncu:,: thi :. u t . Sin •erely, Lje C. 90 Don C. For d Code Eri tux cement_ 1111 ].Ui i C)CF /pah cc: Fixe Chief Rew City Manager Je a ef, ye` \G 0 �C a � ( 4, fiery ' "V ea e G e . \ya a • 0( ye y t-3‘ e2 : L' e, c <>\ ( §) J se C e re' a s e `eJe'; a 6 Ii.- P `EG \ G e � j • °e O O a a a ��. � � ° s • ye y a k , � 5 e�e §e'<<\ � P 0 a c y o� \cea yee Q e °eA.y OS � c a` ? e oe, a c , A ~ °�Qaa�ey •Sa P c'-' e c p acy \- 4<, 0,, ,c Q e - � e, re t o a O +Q o p e , ` e e ; ,. (sa � y ac e e � <<, e � \� JP e7 ,..> e � \ \.1.4 ec e" b o Q Q 4e~ Q � r w °ca ye ` a , P o` ' 6C3 6e a e ' ,$ �J� o. • � J o e e ' o` co f v o a a e \ i ° e a e � � �ey �° t - 1 O ' of . ° 0 o N9 ro + y e } 1�v QJO awe °r°� aey � ./" . k.r5 Pa Y t ac ° ♦e & eye �� a � ey ye I / GQ0 9 09. Pa * s. a`Jle o PA a i , I h• ca� e\ \, -1/ ♦cgs + GP ♦p , Qt . 0 • + Oa ,`e o P n 1• tF ( < o 41' • CITY OF 11ic attic $eadt 1,04edet s. 800 SEMINOLE ROAD - ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247-5800 _ 1 � �[ I+. - FAX (904) 247-5805 April 27, 1993 Mr. W. Fogg 99 Orange Street Neptune Beach, FL 32266 Re: 1970 (2071) Francis Street - Lot 13, Block 9, Part Lot 2 Donners Replat - RE #172170- 0000 -0 Dear Mr. Fogg: On May 22, 1991, the above property was posted and you were notified via certified mail of our proposed condemnation proceedings. This action was taken in conformance with Section 302.1 through 302.4 of the Standard Unsafe Building Abatement Code. On June 20, 1991, you requested a 90 -day extension of time, which was granted in conformance with Section 602 of the Standard Unsafe Building Abatement Code. On January 12, -1993, one year and nine months later, you were notified via certified mail of our posting and proposed condemnation proceedings. This action was taken in conformance with Section 302.1 through 302.4 of the Standard Unsafe Building Abatement Code. We have attempted to settle this matter to the benefit of yourself and the City of Atlantic Beach with no resolution. Hence, this is our third notification to you regarding the condemned property, i_e., Lot 13, Block 9, Part Lot 2, Donners Replat, RE #172170- 0000 -0. Please be advised that the above property has been declared unsafe by Don C. Ford, Building Official, and posted as such on May 22, 1991. The following violations are present: 1. National Electrical Code (a) Section 110-7 - Electrical system will be free of shorts and grounds; (b) Section 110 -11 - No conductors or equipment shall be located in damp or wet locations; (c) Section 110 -12 Electrical equipment shall be installed in a neat and workmanlike manner; W. Fogg Page Two April 27, 1993 2. Standard Building Code (a) Section 301.11 - Plumbing shall be installed with regard to the strength of structural members and prevention of damage to walls and other surfaces; (b) Section 301.20 - Bathroom fixtures shall be suitably enclosed for privacy; (c) Section 301.21 - Plumbing system. and fixtures shall be maintained in a sanitary and working condition; 3. Standard Housing Code (a) Section 101.6 - All buildings and structures shall be maintained in a safe and sanitary condition; (b) Section 103.2 - All residential buildings or structures used as such which are unsafe, unsanitary, unfit for human habitation, or not provided with adequate egress or which constitute a fire hazard, or are otherwise dangerous to human life, or which in relation to existing use constitutes a hazard to safety or health by reason of inadequate maintenance, dilapidated obsolescence or abandonment, are considered unsafe buildings. All such unsafe buildings are hereby declared illegal and shall be abated by repair and rehabilitation or by demolition in accordance with Section 103.2.2, 103.2.7 and 103.2.4 of the Standard Housing Code. 4. Standard Unsafe Building Abatement Code Chapter 2 - Section 202 Unsafe building, as defined in this section; 5. Standard Building Code (a) Chapter 7 - Fire Prevention - In its entirety as applicable; (b) Chapter 13 - Section 1302 - Footings and foundations, in its entirety as applicable; (c) Chapter 17 - Wood construction - In its entirety as applicable; , 1 W. Fogg Page Three April 27, 1993 (d) Chapter 22 - Installation of Roof Coverings - In its entirety as applicable; (e) Chapter 11 - Means of Egress 1. Section 1106.2 Exterior exitway stairs; 2. Section 1108 Stairway construction; 3. Section 1108.3 Treads and risers; 4. Section 1108.5 Handrails; 5. Section 1120.7 Doors; 6. Standard Housing Code, Chapter 3 - Minimum standards for basic equipment and facilities. This chapter shall apply in its entirety. As provided for in the Standard Unsafe Building Abatement Code, Chapter 3, Section 302.3.3 - You have sixty (60) days in which to assure that the building is vacated and that all required permits for demolition be secured and that the demolition be completed within sixty (60) days. Section 302.4 - Any person having legal interest in this property may appeal this notice by the Building Official, and such appeal shall be in writing and filed with the Building Official within thirty (30) days from date of service and must contain the following information: 1. Identification of building or structure by street address or legal description; 2. A statement identifying the specific order or section being appealed; 3. A statement detailing the issues on which the appellant desires to be heard; 4. The legal signature of appellant and their official mailing address. The hearing date shall not be more than sixty (60) days from the date of filing the appeal. Failure to appeal in a time specified will constitute a waiver of all rights to a hearing. Therefore, if within sixty (60) days from your receipt of this letter no action on your part to rehabilitate the building to meet the Standard Housing Code is taken or demolition has not proceeded or an appeal is not instituted we will proceed with the bid process for demolition of the structure. • W. Fogg Page Four April 27, 1993 The cost of such expense plus 100% administrative costs will be levied upon the property and if not paid by the legal owner will be recorded as a lien in the Court of Duval County, Florida. Your reply is requested. Sincerely, 2 /C)-A-k- Don C. Ford, Building Official / ( �, -� ,G� c c �newa l d as Agent Karl W. Cru g DCF /pah cc: City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED r.. SENDER: y • Complete items 1 and /or 2 for additional services. y • Complete items 3, and 4a & b. I also wish to receive the > N • Print your name and address on the reverse of thi f orm so that we can f ee): ) g services (for a extra 6 return this card to you. O • Attach this form to the front of the mailpiece, or on the back if space fee): . > does not permit. Addressee's Address d o ,, • Write "Return Receipt Requested" on the mailpiece below the article number. N • The Return Receipt will show to whom the article was delivered and the date C C delivered. 2. ❑Restricted Delivery Consult postmaster for fee. CD 3. Article Addressed to: a) a1 4a. Article Number 0. /mil/. G6 P -' 7 / C> 9 t/ �• -7 E E o 99- ,67 .e„44).6--E S r 4b. Service Type y / ❑ Registered ❑Insured ec y < �� Y�G c nl d �� W / 6ertified ❑ CO, c ec �2 Z� ❑ Express Mail ❑ R rn Receipt for p rc . dice Q 7. Date of Delivery b o z 5. Si 3 ix 0 gra�ture (Addr- - e) ' �� 8. Addressee's Addre (Only if requested Y ly ,,_ and fee is paid) x 6. Signature (Age co S L 0 I' y PS Form 3811, December 1991 *U.S. GPO: 1992 -323 -402 DOMESTIC RETURN RECEIPT '00 2*" CITY OF 4 'ii CI A 809 SEMINOLE ROAD 3 - - ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 r'! �� FAX (904) 247-5805 August 23, 19993 Customer Business Office Jacksonville Electric Authority 21 West Church Street Jacksonville, FL 32202 Re: 1970 Francis Avenue Atlantic Beach, FL 32233 (3ent1emen: Please remove the line drop at the above address. The house at this address is being condemned by the City of Atlantic Beach and was posted on May 22, 1991. 1 The meter number- is 45- 791 -367 "A ". Si cerely, -')11.....__ C - (. Don C. Ford Building Official DCF %pah