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2375 Seminole Road (vault) PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ----- ---- LOCATION INFORMATION ----- Pearmit Number: 6614 Address : 2375 SEMINOLE ROAD Permit Type: BUILDING ATLANTIC BEACH , FLORIDA 32233 "lass of Work,: NEW ----------- LEGAL DESCRIPTION ---------- Constr . Type: WOOD FRAME Lot : Block: Section: Proposed -Use: SINGLE FAMILY Township: 2S RNG: 29 Dwellings : 1 Code : 0 Subdivision: OR 4103-986 Estimated Value : $318203 . 00 Improv . Cost : SO . 00 Total Fees ' $4522 . 24 amount Paid , $4522 . 24 -----_ OWNER INFORMATION -------- ,---- APPLICATION FEES ----- Name : DR. & MRS . ROBERT B . VANCLEVE PERMIT $1745 . 50 Address : 3500 RICHMOND STREET WATER IMPACT FEE $1080 . 00 JACKSONVILLE, FLORIDA 32204 SEWER IMPACT FEE 51250 . 40 Phone -, { 904 )387-5587 WATER METER $145 . 00 RADON GAS-H.R. S . $15 . 90 ----- CONTRACTOR INFORMATION - -- - RADON GAS - 5% $0 . 84 Name : PROPERTY �_}WNER WATER TAP S0 .00 Address : SEWER TAP $0 . 00 HYDRAULIC SHARE $0 . 00 License: Type : I. RE-INSPECT FEE $0-. 00 SEC .H IMPACT FEE 80 . 0 OTHER 5325 .0E NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." 4CCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEI✓JLTO REVOCATION_ FOR OF APPLICABLE PROVISIONS OF LAW. ZEi WED 0,522.24 ft t: 035441 BUILDING DEPARTMENT C�rrttftcttte af (�ccu�ttuc� (situ of Atlantic lc# — +floriba Department of +,guilbing hsVertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg. Permit No. 6614 Groul frame Type Construction S/ Fire District 6Llal.Lic BeaCh Owner of B'Iruilds 9bert & Sarah GanCle`Address 2375 Seminole Road Building Address 2375 Seminole RoadLocality Atlantic Beach, FL 3223' t By: DON C. FORD Building Official Date: 1' o i POST IN A CONSPICUOUS PLACE MINUTES OF TREE CONSERVATION BOARD July 10, 2002 A regular meeting of the Tree Conservation Board was held Wednesday, July 10, 2002, in the City Hall Conference Room. Present were Joan McCloud, Barbara Mears, William Permenter, Maureen Shaughnessy, Building Official Don Ford and Recording Secretary Susan Dunham. 1. Call to Order The meeting was called to order at 7:10 p.m. 2. Recoenition of Visitors None. 3. Approval of Minutes of Meeting of June 12 2002 A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of June 12, 2002. 4. Old Business 1) 2375 Seminole Road: Chair Mears advised that the applicant did not follow the instructions on the application form and he left out trees on the survey. However, she stated that the applicant did an excellent job of using the lot. Building Official Ford advised that the applicant is shifting the footprint of the house 2.5 feet to the south to save the 6.5" live oak to the north of the property. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of non-protected trees requiring no mitigation. 5. New Business 1) 1611 Ocean Boulevard: Building Official Ford advised that Early Piety, a Certified Arborist, examined a 14-inch palm tree at this location and determined that it should be removed for safety and security reasons. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter and unanimously carried that the Building Official issue a permit for the removal of a 14" palm tree in the rear of 1611 Ocean Boulevard based on the recommendation of Early Piety, Certified Arborist. 6. Reports and Announcements A. Update from Historical Tree Ordinance Sub-Committee: Chair Mears advised that the Sub-Committee prepared a presentation board and handouts for the Commissioners of the palm tree colonnades that are proposed for protection in the City rights-of-way on Ocean Boulevard and East Coast Drive. She also advised that the Ordinance was edited to delete the reference to cross streets and instead focused on East Coast Drive and Ocean Boulevard between Atlantic Boulevard and Tenth Street. Chair Mears stated that they would like to present the Ordinance to the City Commission on August 12. B. Tree Removal Application Form: Chair Mears stated that the Tree Removal Application form needed to be simplified--too many people are not able to follow the instructions. Building Official Ford suggested that two applications forms be prepared, one for commercial and one for residential. After discussion,the Board determined to continue working on updating the application form. v iTY OF ATLANTIC BEACH TRUE—E REMOVAL APPLICATION All applications must be submitted with seven Q copies and received by 5 PM on the Friday ten (I y) days prior to the scheduled meetine in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. \j oto U ev ?� 7 L�ti�i��c�� APPLICANT NAME ADDRESS TELEPHONE 2"315 ADDRESS OR LEGAL DESCRIPTIONT OF TREE REMOVAL SITE i 3. REASON FOR PROPOSED TREE REMOVAL: t C -� ruck n 4. ILkS THIS SITE BEE? TO THE TREE BOARD BEFORE? No IvOT SURE 5. PROPERTY ZO?�NG: RESIDEN-nAL G CONAMERCLa? 6. LIST TREES PROPOSED FOR REMOVAL: DLAI'�ZETER + DLVkIETER SPECIES MITIGATION P�TERIOR EXTERIOR RECEDVED M AY 2 2 2002 City of Atlantic Beach lRyilding, ;and Zoning ' Diameter at Breast Height (D.B.P.) is measnrM at 4S fvPt ahnry arnriP Tn arrnrareiv riPterminP ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an "X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. I b) All trees to be preserved on.-site for mitigation MUST be marked with BLUE f azQine. taint or tape. C 7ne fl-ont P-Ooerly comers must be III?Tked 'C� snakes or Da t L7dica- 2 Isle Lot 9. * INCOMPLETE APPLICATIONS OR.INACCURATELY 11ziRKED SITES WILL NOT BE PROCESSED. r.RE3Y _".GP.EE TO CO-NPLY WITH ALL PROVISION S OF CILAP i R=?. ARTICLE L. REE PROiZC TION. AND ALL OTHER _2PLIC_kBLE CODES A'�-D ORDI'tiANCES OF HE CODE O: ORDL'v AN CES OF ATL.A'ti nC BEA Cri'71. Applicant's Signature Date o Owner's Signature Date CITY USE ONLY: 1 I i Tree Conservation Board Chairperson Date City of Atlantic Beach Tree Removal Application: Supplement Van Cleve Townhouses: 2375 Seminole Beach Road Species Diameter @ Diameter@ Mitigation Interior Zone Exterior Zone 1. Live Oak X 6.5 Mitigated by [19.1@8" 2. Live Oak X 12 Mitigated b [18.]@15" 3. Live Oak X 9.5 Mitigated by [25.]@l 1" 4. Live Oak X 11 Mitigated b [20.1@15" 5. Live Oak X 8.5 Mitigated by [28.1@9" 6. Live Oak X 8 Mitigated b [22.](&,8" 7. Live Oak X 10 Mitigated by [17.]@17" 8. Live Oak X 7 Mitigated by [23.]@8" 9. Live Oak X 9 Mitigated b 24. 9" 10. Live Oak X 7 Mitigated by [29.]@8" 11. Live Oak X 7 Mitigated b [30.]@8" 12. Live Oak X 8 Mitigated by [36.]@19" 13. Live Oak X 6 Mitigated b [32.]@18" 14. Live Oak X 10 Mitigated by [26.]@30" 15. Live Oak X 13 Mitigated by [27.]@3091 16. Live Oak X 6.5 Mitigated b 31. 2" 17. Live Oak 17 See 7. 18. Live Oak 15 See 2. 19. Live Oak 8 See 1. 20. Live Oak [] 15 See 4. 21. Holly ] 8 Not counted 22. Live Oak [] 8 See 6. 23. Live Oak 8 See 8. 24. Live Oak [] 9 See 9. 25. Live Oak 11 See 3. 26. Live Oak [] 30 See 14. 27. Live Oak 30 See 15. 28. Live Oak 9 See 5. 29. Live Oak [] 8 See 10. 30. Live Oak 8 See 11. 31. Live Oak Q 32 See 16. 32. Other Oak 18 See 13. 33. Palm [] 12 Not counted 34. Palm [ 13 Not counted 35. Palm 13 Not counted 36. Live Oak [] 19 See 12. Address 3 ,S S C r9 t N o` r- D. Heated Square Footage �� ( ( � @ $ _0_00 per sq ft = $ 22., /00 Garage ed (� (� @ $ 0 0 tier sq ft = $ zTe2U Carport/Porch @ $ r--- ---per sq ft = $_ _ Deck S @ $ , 00 per sq ft = $ /89 /3-6, Patio _----- @ $ per sq ft = $ TOTAL VALUATION: $ 3/Pj, 20 3 oZ 0 3 O O $ Total Valuation 1st $ D O .D 0 Remainder Valuation per thousand or portion thereof -------------------------------------------- Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ j 0 Mechanical .� � Fireplaces @ 15.00 $_ Plumbing ; BUILDING PERMIT FEE $ /, '705—D y_ Electric/New Electric/Temp_ _ Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ � m a Srdnuring Pool _ SEWER D�TACT FEE $ /,,2 5`"1.00 _ Sign WATER IMPACT FEE $_ l o F0.00 Water Connection (,C IMPkWe CNG)MISCEI I-ANEOUS $ 3 A S-.0 d Sewer Correction F-D 0 /�o y $ Water Meter $ `8 Elevation Certificate GRAND TOTAL DUE $ , ---------------------------------•------------------------------------ --- CALCUI.ATIONS and/or NOTES JAN 141993 Building and Zoning X001 I THE HASKELL C O M PA,N Y Facsimile Letter nRCI1ITECTURE+ ENGINEERING • CONSTRUCTION• REAL E51'A'rE sl:Kvu:�s Date/Time * I •°1ST To- (0150 t.V 4 02- at FAX No, 2L+7• -5a'05"' Total No, of Pages Z. 9 (including this cover sheet) Message `A VAr-� 1'C AJVKED; ►tet 7� s N Q 1� T �aC ©P H-6^- }t-ouS�C j ;.37S� �d I-p --rd � rS C..v-rS t T. � N-C�t° � �•-c.t� t u� c�c� s � From 43 , 001 Ue If you do not telve alf Of these pages,or are having a problem with the rwepton ofthis m&tenial,please call. 904/791.4500,ext Return FAX Number:[] 904/791-4693 11904/791-4697 IJ 904/791-4699 ❑ Form 433 193 0$/01/95 12:40 $ 2002 C� T rlacoRftw QMLSI xr Talld ;090 SF OF CONDITIONED SPACE V A N C I F V C P, E S 1 D E N C C Act-Lic 9...h, rtoride iWIRD FLOOR PLAN Ja.,c, W DuP�.. 11,n p Scntc� I/,•a p-&• n�sa�,iw ri R04EENn.f .M d iLILUIL111iii Ili ------------- snnn,Flu 2058 SF OF CONDITIONED SPACE Vari CLE VE RESIDENCE nu.�rc aaech vtn�w. SECOND FLOOR PLAN v rwof a fit, nie cceiat/v r-n•Da 1. V�.n. II I I •� xx I F-• I I I I •�' 11 _ II Paw. 626 SF OF CONT;TTIONEU %PACE "1"OT•4 L GaN p Tl pN fl .4�2�.4 :• 37S4 Stv I A N C L V F: R E s_T T) E N C S Pnxt�e D.uet,,rl�,.td, FIRST FLODR FLAN �, Jenee v wq+:�mv f a A SCelc1/4'• T-D•�Dn kri AUG- ` 95 TUE 8: 19 AM ATLAS-TRUSS FAX N0. 19043?55 ?9 p 071-31-95 94.l62Pbf FROM ALPINE HAINES CITY TO A7LA3 ?A1.ATKA ppp�/i�05 J 900000Qo00 Jll $ 20-, b �$ Q V0QQ!0 .. m --1 ClW ttLY I t ry Xc mm CA D vinma Cn QjpA dr ry�N iX sNi ji a �aaooQaD -4 _ � M ! o�iRfn it So I a oa r x j I I * t to yet SaS 9� n hnmo .4.'rd. ` xb i ••�? 8a 6� LD J a 7t7 '10a nn LAPZ m r UI ar 33 M Ivy � o m o r �? x �r Ate=•+ f �y11 z y� Nir � I�,l•.•r,I � fel [� ��1�Hb0 S '42m FOC G ►� Y4�ri } Jnr) 0n rw "m gr �6 Ll 0 C r49•N ~ 2S LA m ++ r r Ur rr" U f D �� N W C7 C� o d to L J� -2-"Tx0Q�i f SP In, Qrn- iOv m n C �Mm� o Ki oN n - n --1 W Ill 5 uw ro O l v absa��YGa �i0klsnb� •r.r,i.�.sr w CITY OF ATLANTIC BEACH N° 13222 FLORIDA 19— NAME ADDRESS CITY f�Tll 6 When Signed, Dated and Numbered, This Becomes an Ofi.«k k)*c0w00000 $15.00 74 MAKE CHECKS PAYABLE TO Received Payer: 8/31/34 01 Rcot: 0077,iS20 CHECKS 31164 CITY OF ATLANTIC BEACH, FLORIDA TREASURER PSR-3844 8970 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ LOCATION INFORMATION ------- Permit Number : 8 9 7 Q 2375 SEMINOLE ROAD Permit Type : FENCE ATLANTIC BEACH - FLORIVA 3`2 of- Work , NEW ---------- LEGAL DESCRIPTION Constr . Type: WOOD FRAM Ir Lot : Block : Section: Proposed Use : SINGLE FAMILY Township : RNG, ' Dwellinns : 1 7. c,d e u b d i v i s; e:,n Estimated Value : Improv . f7ost ' Tiotal 'pekes APPLICATION FEES -gam r tV E PERMIT Add i,1 kNOLE F%:DA 1_' WA, _T S IMPACT FEE, S8141h_ IMPAk7T FFE T rr FL� w A" Mrmv`;Th-r RADON GAS Q T Q T N FORMAT FADON CAB 5% Name': .7 �'tl hT Tr 17 -CAPITAL IMPROVE . A^1 crs SEWER TAP $0 . 0 "RCS S CONNECTION $0 .00 TV; -qEi- H IMPACT FEE 17ONST. SURCHAR,,3E VA NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. 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 &EKS 484 By: APPLICATION FOR FENCE PERMIT '1 Ornery name_1�l.s_ -�= �� --------------Phone Job Address_-137_S _:�j�_ ----------------------------- Lot....... ----------------------------Lot_______Block and/or Unit •------------Subdivision _____________ Contractor if different from owner___ -- ------------------- ------------------------------------------------------------------ Valuation of fence • ____ Corner or interior lot Type construction_a&.. L _ ------__ _-^--- Show location and height of fence as well as locati1?1G�of atreet t•) G�Q�p,�F�Nc°' PSC, 1 Ci Owner •ignature_ ,�)(� �_L-_ -�.. - Date_ Contractor signature 2 ___Date 1994 building and Zoning PSR-3844 8942 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMTrP T NPORMATIONTmPnRM'-TT`f -- - - - - r e cal i t T v p FEN; E ATLANTi;-' ,lass of Work : NEW ---------- LEGAL DESCRIPTION Constr . Type: MASONRY/BRICK Lc,,t : Block - Sect i rA-i, rtozposed Use : SIN OLE FAMILY T,-.),wr n s hi P RNC- Dwellinas : 1 Code : ^ qlabdivi!rion : North Atlantic Bch . Estimated Value : V) . 01 Improv , Cost Total Fees : Amount Paid : Sir, Date j-d 1j '17/ 94 -,TION FEE 'ATI APPL 1-ERMIT E ROAD WATER IMPACT FEE N -TH . FLORIDA SEWER IMPACT FEE so v one WAW, METER!TAP So A- RJ 'N -GAs. S 0 AFORMATION zr: T x CAPITAL IMPFt:�VE . e . NER 50 .00 SEWER TAP R OS!S ;'ONNECTION Sp Tv SEC H IMPACT FEESO V tip NST . SURCHARGE S(*HARGE/ATL . B('It NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 0()(000()00 310.00 14 ATLANTIC BEACH BUILDING DEPA.,RTMENT Date: 9/19/94 01 Rept: 00&%77 CHECKS 1788 By: APPLICATION FOR FENCE PERMIT Owners name Phone Job --�`- -------- ------------ Job Addreaa S- � � _2�------------------------- Lot_______Block and/or Unit ♦------------Subdivision _____________ Contractor if different from owner_j-,LQ--- ` - ----------------------------------------------------------------- Valuation of fence •____________ Corner^ cor interior lot Type construction_1�11l.��Y1�LY1_ ,FAA^ Show location and height of fence as veil an location of street(a). f'�N�/rr�- -W P 131 IL {� 1 00- Owner aOwner signature � �� '�� _ Date -- -------------- -------- Contractor signature---------------------------------Dote, L 121994 Building ak Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : _`SCtLh � QAN-Ck \j Address : .- L3757 So1 � Phone : Lot # Block or Unit #1^^ Subdivision: Contractor : Address : Phone No: Describe work to be done : Present use of building: Valuation of Proposed Construction: Proposed use : FoAk-Q_ + QQ� Is this an addition? Kb If yes , what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS , INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT , IF OWNER IS CONTRACTOR . Signature OWNER: Date : Signature CONTRACTOR: Date : cr- "t--x-44•--2' tiLL�' 0 ' T It i i o t � at { 00 1 1 t O t I D 1� 0 m { 1 r, AM I - Z r o Z Orn m r2'1 {•� < L tai I j �x ROPERIY E ---. A' r o 121994 I I m t Building and Zoning SEM NOSE OMW ROAD 0 s: 30— 0" —O 44'--2- V—n 1 { U 1 O ' I 0 1 C I I i 0 T I z I v 4P � rl �4 m O L--------------- •y��;41 , 'l7 fx� its � I o 11 PD n I, 121994 & o - _ Euilding and Zoning CITY OF 1*4to a Fead - 9&zeuWa 800 SEMINOLE ROAD - -- -- -- ---- - ATLANTIC BEACH, FLORIDA 32233-.5345 TELEPHONE(904) 247-5800 FAX(904)247-5805 June 15 , 1994 Dr . and Mrs . Robert Van Cleve 3500 Richmond Street Jacksonville, FL 32205 Re : Soil Stabilization/Adjacent Construction Projects Dear Doctor: Mr . Jim Dupree contacted me and addressed your concerns about adjacent construction projects affecting the foundation of your new home at 2375 Seminole Road. The Building Department is committed to protecting adjacent properties during construction of new buildings . The different elevations caused by the dune systems throughout the town have required many sites to construct retaining walls or mounds to protect adjacent properties . Six sites have required extensive erosion and stabilization structures within the last two years . Please contact me at 247-5826 if you have any questions concerning this subject . Sincerely , Don C. Ford Building Official DCF/pah cc: City Manager CITY OF ATLANTIC BEACH FACSIMIL$TEAnsmisSIOII TO FOLLOV Q TO- FAX#- 7 FROM• `/ �02 wPAGES- DATE- (TO FOLLOW) MESSAGE: 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 CITY OF 1 stic Ve d - 9&z4da 800 SEMINOLE ROAD -- - ----- ------- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 June 14 , 1994 Dr . and Mrs . Robert Van Cleve 2375 Seminole Road Atlantic Beach, FL 32233 Re: Soil Stabilization/Adjacent Construction Projects Dear Doctor: Mr . Jim Dupree contacted me and addressed your concerns about adjacent construction projects affecting the foundation of your new home at 2375 Seminole Road. The Building Department is committed to protecting adjacent properties during construction of new buildings . The different elevations caused by the dune systems throughout the town have required many sites to construct retaining walls or mounds to protect adjacent properties . Six sites have required extensive erosion and stabilization structures within the last two years . Please contact me at 247-5826 if you have any questions concerning this subject . Sincerely, -! elz0� Don C . Ford Building Official DCF/pah cc: City Manager PSR-3844 6844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - -- PERMIT INFORMATION - _.___ ------- LOCATION INFORMATION --- - -- 'ermi t Number : 6844 '.ddress : 21371. SEMINOLE ROAD Permit Type: UTILITIES ATLANTIC' BEACH . FL{JRIDA 32233 'la---s of Work : ADDITION ---------- LEGAL DESCRIPTION ---------- Constr . ---------- Con:tr . Tgye : WOOD FRAME t,ot : Block . Section: Pro !used se: SINGLE FAMILY Township : RNG: 0 DweNings : 1 Code : 0 -Jjbdi vision - ?stimated Value : $0 . 00 Improv . Cost : $0 .00 Total Fees : $213 . 60 Amount maid: $213 . 60 Date -,5/25/93 5/25/33 1967v OWNER INFORMATION APPLICATION FEES Narrvz : '..T-,N L2LE:'E PERMIT $0 . 00 ;ddr,�s,ss , 2 ,75 SEMINOLE ROAD WATER IMPACT FEE $0 0+? AlLANT { _: BEACH, FLOR I LA EWER ' IMPAC-T FEF $r' WATER METER RADON GAS--H .R . S . $C, ~ - CGNTRACTOR INFORMATT RADON GAS 5% $0 . 00 Name : PUBLIC WORKS DEFAR`� WATER TAP $0 .00 SEWER TAP 5213 . 60 HYDRAULIC. SHARE $0 .00 TyI-;,- " n CAPITAL ?MFRC,,VE , SEC.H TMFACT FEE $0 nF C?TH ER 0..E} • NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT_TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. TENDERED J NUMBER: ATLANTIC BEACH BUILDING DEPARTMENT By: DATE:-------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 y THE FOLLOWING FINAL INSPECTION(S) HAVE: I3EEN MADE' AND ARE SATISFACTORY: (I/ ------------------------ --------------------------------- ------------------------------------------------------- ------------------------------------------ SINCERELY, f � BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: y` / - 1>, The following permits have passed "rough" inspection: Permit No. Address 7 ?3-2.5 R�ax%b=eAcxxxexxxxxxXAxkue* xGcfxxbb6xVe0iva-A=. Please update your records accordingly. 4DI Z' L �' CITY OF ATLANTIC BEACH /vcb PSR-3844 7962 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ -------- LOCATION INFORMATION ------- 'ermit Number : 7962 Address : 2375 SEMINOLE ROAD Permit Type : MECHANICAL ATLANTIC BEACH , FLORIDA 32233 'lass of Work: NEW ---------- LEGAL DESCRIPTION ---------- Constr . Type : WOOD FRAME Lot : Block : Section: Proposed Use: SINGLE FAMILY Township : RNG: 0 )wellings : 1 Code: 0 Subdivision : stimated Value: $0 .00 Improv . Cost : $0 . 00 Total Fees : $67 . 00 '--cunt Pa A. $67 . 00 Aip ;N Dig - - --- OWNER INFORMATION -------- ---- APPLICATION FEES ----- Name , VAN CLEA.7E PERMIT $67 . 00 =address : 2375 SEMINOLE ROAD WATER IMPACT FEE $0 . 00 ATLANTIC BEACH , FLORIDA 3.12 ; SEWER IMPACT FEE $0 . 0 ' phon{ 994 ' 641-2333 WATER METER,/TAP $0 .0c, RADON GAS-H .R. S . $0 . 00 - CONTRACTOR INFORMATION --- RADON CAB 5% $0 .00 Name : AIF. ZN(3INEERS INC . CAPITAL IMPROVE. $0 .00 zddress : 10947 BEACH BLVD . SEWER TAP $0 .00 JAX . FL . 32216 HYDRAULIC SHARE $0 .00 : icense : MHAR- 634Type: ^ CROSS CONNECTION $0 . 00 SEC . H IMPACT FEE SO , n1; CONST . SURCHARGE 50 . 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." 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 ot)o(to(" (KK"W 56-7. 14 Dates 3/03/94 01 Rcpts of)35<:, By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 92298 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. [BUILDING CATION Street Address:F Intersecting Streefs: Between n,iY\ \� �a�S, And Scab-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statementwe hereby agree to perform said work in accordance with the attac4d plans and specifications which are a part hereof and in accordance with the City Jacksonville ordinances and standards of good.practice listed therein, t Name of Mechanical Contractors Contractor (Print) � Master ) l; Name of11111110-WMW 147 E 4W y Property Owner Signature of Z= Signature of or Authorised Agent f J. g Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Q Eiectnc THIS BUILDING OR SITE? _ ❑ Gas—❑ LP ❑ Natural ❑ Central Utility �— IF YES, GIVE NUMBER OF CONSTRUCTION C3 Oil PERMIT ❑ Other — Specify IV. MICHf NiCAL EQUIPMENT TO EE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ['r Residential or El Commercial /) L7rfHost 13 Space [3 Recessed ❑ Control ❑ Flow New Building I U p I r Conditioning: ❑ Room ❑ Central ❑ Existing Building Duct System: Material Thicknau ❑ Replacement of existing system I Maximum cepoci`, „—,_ N�r.Lrn. Py1!nSt$IlwtlOn(Nos stern pidvI3U51Y iilStallbd) - I ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower. Capacity q,p,m, ❑ Other — Specify ❑ Fin sprinklers: Number of heads ❑ Hevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY El . Gasoline pumps (number) (R.cived) ❑ Tank, (number) Remarks ❑ LPG containers (number) ❑ Unfirad pressure vessel ❑ Sellers Permit Approved by Dam ❑ Other — Specify Permit Few LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT NumberUnitai E"criptlon Model Number Manufacturer sjy A provins cY DATING • FURNACES, BOILERS, FIREPLACES Approving Number Unite Description Model Number Manufacturer (B=)y escAmy 303 1 l� l -.c- TANKS How Many Nominal Capacity Type Liquid Name of Serial Aproving and Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH ��° 10144 FLORIDA NAME ou 19 ADDRESS CITY PAID OCT 19 1993 City of Atlantic Bch. VALIDATI DATE: 10/19/93 TIME: 09:03 AM TOTAL $15.00 TENDERED $15.00 CHANGE $,00 -7 p-Efff-RIPMR: 110148 When Signed, Dated and Numbered, This Becomes an Official Receip MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 30 WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) 3 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) 3 POT, SCULLERY SINK (4) DISHWASHER (2) 2 WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) k7tr �q(L Z DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) r SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 'sy @ $20.00 EACH $ O FO. 00 JOB INFORMATION 3 S j�fj<titSLF �/` TREE REMOVAL SEC110N A "PLICAT$ON MUST DE RECEIVED DY NOON OF THE WEDNESDAY BEFORE THE KEETINC: i. DR < MRS T,OBER i VArS CLE,-JF— fRjolMdtJD ST" -3AX,FLI t* ►iY owoa�s Name Addrm TokpN is 2. �. (a5o ti- F so LvA oF: 4A� -pia a4(- , i MmeoIamj,%-! sovr�4 cAc��onvtrrr� rtri�� or ©��N. �u.� sc�et��v� sforJ SECTION �o �r�a by pf lty a an dnft&W wtich b not pftu* .*=V" 1AVW chmW are PWW!o the dws Vadhd f 7 CvcasrvoC 1c--.)r3 a E. CgLra - FAM1L�� 2.Wht 13 ifte pig of 0"o p WooW d o$? UTI L%`j-f or- s,Tr—' A i S 0f.=tJ • 3.5y tam paod tot roff*vzf 23 mb": G�nf�on.] 7 REE CCUUT SPECIES. SIS(Ml x NEIL M coNm ION t_.+v ora.µ. mac. --oac-Ome& r 37- O gm rf Y �`�� 1 �Aev L3 A,-/ 2 lA Q4 t T-'y -1J ( c- Q a It AAM aC E F� 4.Wit IhM Ott bG fGb*3d On VV W"PmPW '�S r� t � • -ja �P� ra►)( cnL aSE -VALMS it E S t�� 1✓rz- , N O �fJ A rLtLA N tY op SQ GAS S.Itjvv wo mpWommt boo be W? � J6 stV E!.-4c-68c305,� _..��;�nc t�=�f s�� k��r.as,v� �r�►�, z�a>> a,v °� �jra�l 1pauvi ? �, G~a4M�1�C� -r ,r �� t.p G{ U `��Af Q cop- CQr t34�� (?cXJ�f L]v2,+.�c� Gc ►*JST�wG SDN WtLtr � 11AIrlr,/a � ifidQl1 x3 QvE �t}�S�vLub�7 U ry 13� f-3 A N rlA L �+�M t3. ( C05t�d CEJ SCpr.�i�A,V�{ -P PAA M AvtJ� i�� f TREE COUNT SPECIES SIZE Iml x NE9 7.Alt4ch sho plan. TEMA TORRIA 2438 Burgundy court * Ponte Vedra Beach * Florida * 32082 (904) 285-0654 DATE: 3 February 1992 PRO=: To map the vegetative amities present on the Van Cleve residential property and produce a tree survey of all trees with a diameter at }creast height (DBH) of 6 inches or greater. SITE DESCR=ON & EXISTING CONDITIONS: The property is located between Seminole Beach Road and the Atlantic Ocean in Section 32, T wnship 2 South, Range 29 Fzat, Atlantic Beach, Duval County, Florida. 'The lot measures 75 x 624 feet and is predominantly vegetated by historic maritime lave oak forest. other significant vegetation includes cabbage palmetto (Sabal palmetto) , saw palmetto (Serena repens) , American holly (Ilex opaca) , red bay (Persea borbonia) , Yaupon (Ilex vomitoria) , magnolia (Magnolia grand folia) and fetterbush Leucothae Several oaks ( sp.) in the southwestern portion of the lot could not be further classified since they had dropped leaves, however, they are probably laurel oak (Quercus laurifolia) and not live oak (Quercus virginia) . MEIHODOLOGY: The site, from - 20 feet east of the coastal Construction Setback L n �AM& to r--,?0 feet of the western lot boundary; suivided �nto7`2� quarats each measuring 25 x 35 feet to form a 75 x 315 foot grad. The grid intersections were flagged for ease of measurement and constant visual reference. The grid was measured with fiberglass tape and rectified to the X-Y plane and topo- graphy depicted on the lot survey produced by A11 American Surveyors, Inc. and dated 23 August 1989. Over 250 tree, were measured to determine DBH. Each tree with a DBH of 5 inches or greater was flagged with tape. The tape on each of these trees is labelled with the tree number from 1-139 arra the DBH for future reference. RESULTS: 'There are 139 trees on the subject lot within the mapped area with a DBH of 6 inches or greater. A listing of these trees with quad, tree type, DBH and x & y distance in feet from the survey beginning point of reference and tree survey drawing ac=qpanies this narrative. A�DCNpu1� �� I9 19'Z - -NRGe ADDt T1406- 30, 31 --r -A2. v P-IZ F- 5 u�Ey E > CM 5% `4 cw T , 'Gag. S��Irtt., o+f= Qt7'W A4V, Cor .rlN� C�eG1c -ro F36Au} I4SATZE. 13 TW WI IZ t��rtsc., GA13t"S.a�E PAWS V4%" D�1aH p o � ETM q -•zd�" �sv[b y wye onMt oG oe.H ►2��. rr1W-Z- AV-F- go -VR,EeS Ip4 Q..AxaO EL. r 2(o A3`15 r -h TREE SURVEY LIST L - live oak * - Damaged C - cabbage palmetto + - Topped by lightening H - holly b - Bifork F - fetterbrush M - magnolia 0 - miscellaneous oak B - red bay Quad Tree DBH( in) X( ft) Y( ft ) Quad Tree DBH( in) X( ft ) Y( ft ) ---- ---- ------- ------ ------ ---- ---- ------- ------ ------ 1 L 1 9 . 5 19 . 5 3 . 0 8 C 40 9 . 5 253 . 5 5 . 5 1 L 2 11 . 0 18 . 5 10 . 5 8 M 41 6 . 0 262 . 0 19 . 0 1 L 3 10. 0 19 . 5 6 .5 8 L 42 6 . 0 261 . 0 3 . 5 1 L 4 10 . 0 14 . 0 10. 5 8 + B 43 7 . 0 277 . 0 19 . 8 1 L 5 11 . 0 18 . 5 7 . 0 9 L 44 6 . 0 283 . 0 1 . 0 1 L 6 6 . 0 28 . 5 13 . 3 9 L 45 6 . 0 288 . 0 6 . 5 1 L 7 12 . 0 33 . 0 17 . 5 9 C 46 10 . 0 293 . 8 2 . 0 2 L 8 9 . 0 38 . 5 14 . 0 9 + L 47 9 . 0 303 . 0 12 . 3 2 L 9 6 . 0 45 . 0 4 . 5 9 + L 48 6 . 0 303 . 0 16 . 5 2 L 10 9 . 0 46 . 3 8 . 0 9 L 49 7 . 0 315 . 5 3 . 0 2 L 11 10 . 0 59 . 0 0 9 C 50 11 .0 311 . 3 25 . 0 2 C 12 15 . 0 63 . 5 29 . 0 11 0137 6 . 0 7 . 5 40 . 5 3 C 13 13 . 0 98 . 3 8 . 5 11 0138 6 . 0 16 . 5 38 . 0 3 L 14 8 . 0 92 . 0 12 . 0 12 L126 8 . 0 65 . 0 36 . 5 3 L 15 6 . 0 105 . 0 18 . 5 12 L127 12 , 0 65 . 0 35 . 5 3 L 16 9 . 5 93 . 7 25 . 0 12 F128 6 . 0 48 . 0 43 . 0 4 L 17 11 . 0 127 . 5 12 . 5 12 0129 11 . 0 42 . 0 61 . 5 4 L 18 10 . 0 129 . 5 14 . 0 12 0130 10 . 0 44 . 5 69 . 0 4 L 19 10 . 0 138 . 0 10. 5 12 L131 6 . 0 51 . 0 72 . 5 4 C 20 14 . 5 136 . 3 23 . 0 13 L108 10 . 0 96 . 0 41 . 0 5 L 21 11 . 0 158 . 8 12 . 5 13 L109 7 . 0 96 . 0 43 . 0 5 L 22 6 . 0 161 , 0 12 . 5 13 L110 6 . 0 96 . 5 45 . 5 5 L 23 10 . 0 161 . 0 18 . 0 13 L111 6 . 0 95 . 0 49 . 5 5 L 24 6 . 0 171 . 5 15 . 0 13 L112 7 . 0 93 . 0 49 . 5 6 L 25 8 . 0 179 . 0 1 . 5 13 L113 8 . 0 90 . 5 48 . 3 6 L 26 6 . 5 176 .5 11 . 0 14 L102 7 . 5 127 . 0 48 . 0 6 L 27 7 . 5 185 . 0 6 .5 14 I.103 8 . 0 130 . 0 44 . 0 6 L 28 8 . 0 190. 0 1 . 0 14 I.104 6 . 0 136 . 0 49 . 0 6 C 29 12 . 0 194 . 0 11 . 5 14b L105 14 . 0 128 . 5 35 . 0 6 L 30 7 . 5 204. 0 15 . 0 14b L106 13 . 5 126 . 0 27 . 0 6 L 31 6 .0 203 . 5 16 . 5 14 I.107 11 . 0 112 . 0 30 . 0 6 L 32 8 . 0 202 . 0 1 . 0 15 is 94 13 . 0 159 . 0 37 . 0 6 L 33 5 . 5 210. 0 9 . 0 16 C: 85 16 . 0 207 . 0 49. 0 7 C 34 10. 0 216 . 5 13 . 0 16 I, 86 10 . 0 197 . 0 40 . 0 7 C 35 14 . 0 220 . 5 4 . 0 16+ L 87 7 . 0 196 . 5 40 . 0 7 C 36 10. 0 225 . 0 14 . 0 16+ L 88 11 . 0 196 . 0 40 . 0 7 C 37 12 . 0 231 . 0 24 . 5 16 L 89 6 . 0 200 . 0 34 . 0 7 L 38 7 . 0 240 . 0 12 . 5 16 L 90 7 . 0 185 . 0 38 . 5 7 C 39 12 . 0 242 . 5 25 . 0 16 L 91 10 . 0 182 . 5 33 . 5 16 L 92 12 . 0 187 . 0 28 . 7 16 1 93 12 . 0 175 . 0 35 . 0 375 2-7 Quad Tree OBH( in) X( ft ) Y( ft) Quad Tree DBH( in) X( ft) Y( ft ) 17 L 68 6.0 238 . 5 30. 0 27 C 74 12 . 0 223 .5 60 .0 17 L 69 8 .0 230. 0 36 . 5 27 L 75 6 . 5 221 . 5 73 . 0 17 C 70 12 .0 225 . 0 31. . 0 27 L 76 6 . 0 219. 0 73 .0 17 L 71 8 .0 215 .0 44. 0 27 C 77 12 .0 230.0 67 . 5 17 C 72 12 .0 216 .0 47. 0 27 C 78 8 . 0 236 . 0 66 . 5 17 C 73 11 .5 227 . 0 49 . 0 27 C 79 13 . 0 245 .0 69 . 3 18 C 57 10. 0 268 . 0 35 . 0 28 C 53 13 .0 270. 5 53 . 0 18 L 58 6 .0 261 . 0 29. 5 28 C 63 13 . 5 260. 0 62 . 5 18 L 59 7 . 0 257 . 0 43 . 0 28 C 64 19.0 264. 0 68 .0 18 L 60 6 . 5 256 . 5 43 . 0 28 C 65 10 .0 259 . 8 76 .0 18 L 61 6 .0 262 . 0 48 . 0 28 C 66 10 . 5 250. 5 63 . 0 18 L 62 6 . 0 259 . 5 49 . 5 26 C 67 13 . 5 247 . 0 58 . 5 19 L 51 9 . 5 285 . 0 26 . 0 29 L 54 6 . 5 312 .0 56 . 5 19 L 52 8 .0 286 .0 38 . 0 29 L 55 7 . 0 307 . 5 0 . 5 X21 L132 9 . 0 20. 5 64 . 0 29 L 56 6 . 0 295 .0 1 . 0 21 L133 9. 0 18 . 0 66 . 5 C139 18 . 5 -12 .0 44 .0 121 L134 3 . 0 16 . 5 64 .0 30 C s4o 9.0 ,323.0 50.5 / 21 L135 8 . 0 19. 0 62 . 0 -t1 0136 6 . 0 4. 5 41 . 0 30 Cldl 12.0 32$.5 5=.O 22 L119 7 .0 66. 5 68 . 0 Lo 6 147- 12•p 332.0 4.7.0 v22 L120 6 . 0 66 . 0 70 . 0 3p G 143 13.D 327.5 &,4.b / 22 H121 7 . 0 63 . 5 67 . 5 J22 L122 6.0 60. 0 74 . 5 ..'0 C 144 10-0 3-;,4•S e01. 5 ✓22 L123 6 .0 59. 0 71. . 5 30 C los 12.0 357.0 (P-7.C) x/22 L124 7 .0 61 . 5 58 . 5 u22 L125 6 .0 63 . 0 50. 0 30 C i-ko 1) .o 33$.0 -r,4.o ,,23 L114 9.0 94 . 5 51 . 5 3o C 14-t 11. 0 33&0 5z.o 43,' L115 12 . 0 93 . 5 52 . 5 -:�3 C116 12 . 0 96 . 5 71 . 5 30 c4s ZA.o 538.0 73.4 3 L117 10. 0 74 .0 60 . 0 30 C 149 2-4.0 344.5 ?5.0 ,/23 L118 7 . 0 74. 5 55 . 3 v2,,4b L 96 25 . 0 128.5 66. 5 3t C154 16.0 352 .0 .0 ✓La. L 97 6. 0 137 . 0 55 . 0 31 C Isl )3.0 3s$ d 107.0 V24 L 98 6. 5 140. 0 53 .0 /24: L 99 6 .0 124. 5 58 . 5 31 C1e,2, i$.O �5�•4 73.E UZ,J L100 6 .0 127 . 0 61 . 0 '31 0153 .�O.C1 35(p . 0 68.0 ,,,/24 B101 6 .0 130. 0 58 . 5 ,,,-25* 0 95 18 .0 152 .0 61 . 0 26 C 80 12 .0 208 . 0 69 . 5 26 L 81 8 . 0 209 .0 65 . 3 26 C 82 12 . 0 196 . 5 66 . 5 26 L 83 11 . 5 184 . 5 67 . 5 26 C 84 12 . 5 193 . 5 51 . 0 • ; Tj , • �'�� P �'i-101.�J t�} C.sr �a U G�.V�.�( O�. ..wy� � ;:a+vcvE :'r`) E�� i GuvG4 �ov�Y`!, F�.o;�ira�, � •ice P- ..2- '. --1rtS. �,=.a A:� -T. 4/C.N G4E �E •p �. -. r A PART OF SECTION 32, IQWNSHIP 2 SOUTH,' RANGE- 29 1AST, DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: � �< FOR A POINT OF iiEFERENCE C010tjtNC6 AT A POINT irliERI THS FASTIMLY RIGHT OP WAY LINE OF THE FORMER FLORIDA EAST CORS? RAILWAY RLGItT OF WAY c. y,►; t x F (SAID EASTERLY RIGHT OF WAY LINE ALPO BEING THS EASTERLY SIGHT OF WAY LINE OF SEMINOLL' BEACH ROAD) INTERSECTS THS SOUTHERLY BOUNDARY LINE �J Of THAT LAND. CONVEYED FEBRUARY 160 1931s BY DEED BQQe( 747, PAGE 6, Fu •�`t �r. �%i1`�d' ,, FROH THE POINT OF R.FERZNCH THUS DESCRIBED RUN SOUTH 00° 15' 23" EAST r ALONG SAID EASTERLY RIGHT OF 'WAY LiNA OF SF.IiINOLE BEACH ROAD, A r DISTANCE OF 272.150 FEET TO TUB POINT OF BEGINNING. FROM THE POINT OF BEGINNING TAUS DESCRIBED CONTINUE SOUTH OO° 15' 23" EAST ALONG SAID EASTERLY BIGHT OF WAY LINE, 75.00 FEET; THENCE NORTH ..� o, 89° 42' 34" EAST DEPARTING FROH SAID EASTERLY RIGHT OF WAY LINE, 614 FEET MORE Ox LESS TO THd HIGi1 'WATER LINE OF THE ATLANTIC . OCEAN; �\ , THENCE NORTHERLY ALONG THE HPAI+DERIItG3 THEREOF, ADISTANCIi OF 75 FEET HONE OR LESS TU ITS INTERSECTION WITH' A LINE BEARING NORTH 89 42 c " \ 34" EAS? FILCH THE POINT OF BEGINNING; THENCE SUUTH 89° 42' 344 WEST, 423 FLET MORE Oik LESS TO THE POINT Of 3EGINNING. \ C'Or LANDS THUS DESCRIBED CGU?AIN 1.07 ACRES MORS OR LESS,,, rr \�y. o \ �, R. \ NNN N. ------- N. -----P ` ► 1 I rf\, r� °' \ t, �� .✓ \��'* ,; '� w a�v�„'r a •.�' �,' `� ”J. V� �� •� \ �✓ � C \ • `,.\'j� , - 1"� 1 N_ �� e� 7 IN, A ' IN 'N, r � � �� 1.� � �T ' �J �C.� v'7 � ti, ,.` -"�{.. + '' \1 \ ter'`✓ ♦�'�� n� \ a 1� / 1 1 � ,\ �� `J . :. �.aa,� ,•rte r -0� �'�.-y5 r7 ` _:. �� f ) ;�; �('" 1• r K E g �+.1 i�'J tom` !r t" �= 1 \ r f \ �\ �` r} f W ----� \ f�L '%., _ �...• f` ! �� / n1 a I t , �t''Ji � \ 1A 11 i I< r. ` 1 ,..• nyn , J, \Q Ml 1 1a `va , v` ` cs NN 11b p) IN A ✓D r F � `� f y i • r r � 4 , Or ' a \� NN - H' �'yti yt, \ \ �,E�tTEtS tJ 16 13 1 \ \\ \ 'l.•✓�Iall ��Jt 1r \ \ tK� , 1;,` 3 F "N,.)- � �' , U \ � � site clear; \� 11L ",E..s of IN r Tree Ke►,;o'aalSCALE: AFF'ROVE>aUy: ...� i i L 1 C�vNJ URAAN UY DAT E. REVISED V,A P'( C LSlNI E. PrCO�-'F •y jGitAA1NCi frUM`.3Eii ' 1 v 1 :4,%,:i s•R.:ritJ r.l•rJ.:.hirrl G:1.::,vfKrtii q . 132'—1U,. PROPERP( LINE zi "` - --- >v + Ld w Q , i � � G01, IYA RESIDENCELd O EASEMENT LINE ! ) LLI j) LLJ 0 Co 1 � s c O aRtKLINE aL a .� ' " � i _ _ F - -+ f ) , 1 1 irr I PMjA-LE ATIN PROPERTY LINE $CALF-: t/ZCr � V-Q NOTE: SEE ELECTRICAL fILMS FUR COASTAL CONSTRUCTION CONTROL LINE �..,,,...:;,,:",�..,.�.,.:.•w' 70 SkwE UNE I.IGN11N6 f.x URE INFOftMAIIVN - _ Nfli[: SEE IfIF 5UFtvEY f-OR TRLCS TO bE VAN CLEVE RESIDENCE v- �� r�� OCEANFROW UN :EMWDLE BtACH HtiD\ GAll < C ,\`,3 LOT BLOCK , 5LrI K)N 32, TD'MNSHIP 2 5, RANGE 29 E. � AT'.AD111C KACH. atNAX— CQUWY, FLMR7a.R V�• D H ��.��`,�& `+�� p a�Pia G��c, �► � 1 60 ' - 0 ALIGN NSM CORNER OF SLOG W/ N INTERSECTION OF CONTROL LINE & PROPERTY LINE t PROPERTY L___. INE 46 25 1 I ' 24 23 22 21 20 19 tg 17 16 6 17 19 I l J 7 I 29 PAINTED STUCCO� + • �� , 28 � - —__ — �_� 22.3 -....... � 3 � � TABBY-.-� PALM LA/ ,sJ6o� �� Ua c •� / I 1 17 1'� 21 2122 J311 „ OLA 18 24 2S NUTE: CMU RETAINING,; WALLS ® L)RNE COURT ;ID£ 28 9- � \� i TO BE FINISHED WITofl TADBY STUCCO ;NCLLD'NG FULL O4STER ;>I,ELLS PLACED THICK ON 'A'ATI, TABBY FOR VERY RUSTIC; APPEARANCE EXCEPT FOR 27 / `\ • 'O LAMP � 2s oD TOP BAND OF PAINTED SMOQ'H ;,ANDFINi5r110' 0 6' O” 4'•9' /12'—d 20 21 2z � OST z.o ow 2 .o hc,�r , w� / , 24"x24" CMU PiE ;OD OVER GRAvEL DRTWELL N/ TABBY F l zh/I T; BLR TRS S \ 5 `.\ / UN RETAININS WALL` / 1 \. L \ --1 1 n . h 9. 22t3 I r 15 . ! 1 -- �� E � I � C �1r� E DRIVE � � `. J � 0 5.5 t 1 LIG 1T 18.75 LIGHT I _ 21.0 :� YA I \ 5.5 ) ( r 220 \' I . 230 to 1Jy i 20. �— CONChEIE DRIVE A .DLMEN , L_ 1 �� 15 13 r f 1 25 TO 30.0 �'��` \ j 225 iRELU5 SUM TO BEAR A`;PHALT DRIvE `r \ 24"Y24" CMU PIER } � t 18 22 23 2$ 25 26 I(rJ _�.._•— —1 � �� _ � ,�, _` } 1j 17 i 2D � � \ � - •�- 27 A;,TCMAT'.0 Si�:INM'4.'� SYS-LJ 0 KOOK SALT '� f r` � t b 15 FuNiSH � _ • , I ? 01 - �\ PA.. TED ST4CO ' --- �- -- '_ r } tiE3Y PALM J ` DRIP!_INE (DL) _ -� � I 1 22.3 - �-- - -- _�- �-�� TABBI ~� � � '� 22.9 - ---- -- ----- - � _._1 III i '1 r ,1 _ I 12 � ! Illi ' I� Ijl j I I f I II I 1� � � ` fr �, .� —..�`_y .�•-•--'�--~"' T,P 0u, il. IIIIIIIoEL- q IIIII - i ( � I /,� 4 23 22 . 21 20 19 d �17 /____._______ ._._.._._. ____. � I � c�--- ---- Z�� 46 25 Z16 ,5 ,4 r r SCALE: 1 /8„ _ 1 ,WD,,, NOTE: SEE ELECTRICAL PLANS FOR NDTe: I `� P E R_ Y N r - ( n ( �` T RUCTION BOARDWALK TO MEAN TO BE CONSTRUCTED OF 4x4 PT PQSTS SET IN SAND i LIGHTING r }XTURE INFJRMA7, �N C CASTAI C O N � ! RUCTION C O N T R � I�� LINA �/ 2xto PT FRAMING � zxs PT gECMINc oa$ERVING D.e.R- STANDARDS, BOARDWALK WILL BE RAMPED TO PROVIDE FOR WHEELCHAIR ACCESS TO BEACH. ) TREE r 1/ rr, �j ACTUAL 8WOWALK LOCATION TO BE DETERMINED BY FIELD CONDITIONS NOTE: SEE TREE SURVEY FOR I BEES I V BE is MINIMIZE IMPACT TO NATURAL ENVIRQNMENT. Buildin and Zoning SAVED/REMOVED V A N C L V E R EE N C D� _ E a37� T UANL~EVE RESIDEf� �� r� E - - - - At [ o n -t ; c Beach, F tor- ; cAa FIRST FL�JOR . ELECTRICAL PLAN OCEANFRONT ON SEMINO LEi BEACH ROAD James . W Dupree III, AIA S � a [ e : varies f Dae 1 f 1 I/ � . LOT BLOCK SECTION 32, r \ . > � TOWNSHIP S��i P � S, RANGE 29 E, ATLANTIC BEACH, DUVAL COUNTY, FLORIDA ... .._, ..... .. ...-.... .... v 4w 40 *6 a or go ffw I ow 4w M 7 46 6 _ 7 ^i 24 J2 21 1 19 1 $ 17 16 213 I } I � I I ' ! � • . :. � 1 f ! ! 2 PAINTED STUCCO I 1Jow 22.9 _. i ! ! TABBY X14 , 16 40 I 22.9 VV 15 ( i ! i I 17 19 21 22 23 i I ' 20 2 , I ! 11 f I fi I ..� • 1 I - f � � 1 NOTE: CMU RETAINING WALLS 0 DRIVE COURT SIDE 25 wi TO BE FINISHED WITH TABBY STUCCO INCLUDING l FULL OYSTER SHELLS PLACED THICK ON WALL # I J l I I f I TABBY # ' I FOR VERY RUSTIC APPEARANCE EXCEPT FOR 1 � i 1 2� r •� S" TOP BAND OF PAINTED SMOOTH SAND FINISH �. 10'_�," ! $._0„ 4� 4"�8," A 12'—T I TO 2 �ow 2 -0 �9 / rOW 28.0 TOW /28.0 # POST LAMP 0r Tow 24"X24" CMU PI W/ TABBY FIN. # 1 X lfl BER TRELLIS— ` N� Ci U RETAINING WALL 22.$ . 15!25 / f W rr' \ ` 3 15 > 31 3 ESIDENCE °k W W 2 wl wi �� 1 15 15.5 10.5 21 .0 22:0 23.0 # CONCRETE DRIVE 118.75 I # 10� 20 10� 15 3 W3 .. 13 / 1 ! 25 2410 TOW 30.0 22.8 TRELLIS BEAM TO . BEAR I 1 ASPHALT DRIVE # 24"X24" CMU PIER 18 ` 22 23 24 25 25 2 - ~ 1 - I 20 21 1 16 19 ,, , 1 27 1 � a 1 UU 3 1 5 1 � f I PAINTED STUCCO ! w f j TABBY TABBY TABBY a I # 22.9 22.9 1 PAINTED CMU �- R W3 , BACKSIDE 1 2 ` # TYP f 1 U A 27 �. 2fi 25 1 24 23 22 21 ,19 i I I 1 f �. /as on rrr wi ar ----��--��-� -219 .r o`foam S8 V A N C L E V E R E S I D E N C E Atlantic Beach, F [orida RETAINING WALk ;James W Dupree III, AIA Scale, 1 / 4 � - 1 , 0' Date:. 5/ 11 /93 COASTAL CONSTRVC11UN CONTROL UNE `TOTE; OEt,X EXTENOMIG OV" CGASIAL CONSIRUCICNI CONTROL UNE t; TO BE FRANGIBLE W/ 81tLAKA*AY MEAL 4TIATCHh4LNT5 TO HOUSE STRUCTURE PLR O.E.R.. RECOMMENDA14ONS - CMU RETAINING *AU W/ TAydl STUCCO FLNISH . . POST LAIAP. - raL i FILO i Tf a --------- VEGETATION SINE _ ! ) — o)) - 20 3 ,L COASTAL CONSTRUCTION CONTROL LINE r { w F i NOTE: DECK EXTENDING OVER COASTAL CONSTRUCTION CONTROL LINE r TO BE rRANGIBLE W/ BREAKAWAY METAL ATTATCHMENTS k TO HOUSE STRUCTURE PER D.E.R. RECOMMENDATIONS I CMU RETAIMNIG WALL W/ TABBY STU • ' FJ�SH - - a POST LAMP �^— 25 f 21.4FILL 16.5 --� ` rFILL 15 M 10 JC A I,- E : — _ 4 «S �\ EASEMENT LINE 0 35 a0 0 ¢5 50 55 60 65 70 75 , 80 1 • t P AtlapTi (- Beach , h1. or c) a SITE wet � hJ a37� Jane's W Dupree' ' TTT, AIAFSab 1\1 C) c _ P . Dat 11 9Z I ( ---- ------ ----- ............. .... k J 7 4 6'-0>. 2x�� STUD WALLS RAIL. i TUB i 4' 3'-6 - \ T 11" E V_ C IPM �T I ` R 4 - .p „ ,3.45" cc- 1 A iH E R 0, - _ k) r nJ W02 \,GARAGE No. 1 � ; T It~ Nr-). 2 - _ � a RAIL �•, \\� J --- DU AITER LL 9,-6„ 5'-- 5'- 10' 15'-6„ s- � H W H ~� T r- <-Q a ra I I \ ao w ;9 I l - D06 �n . Co D1Q �� DO-/ - 1` t I I Pool.. EE DECK - 03 t r- � - f I I Poo Lf) 1E4EVAT D7 STAIR _ \ q N 0. 1 JRLfi _ D _< I-Bf e) \ 8 ELS V, f E_DUIP, W CD 2X6 STUD WALLS \� - D05 DECK TU BE TYP 2x6 CXR ( I D09 f PRESSUPE TPEA TED (PT) � `dD U\/' 2:,� 10 PT FPAr,1ING Fl B E Gf_.AS'> SCPEEP•J TYP Q0 r111 TE: WALLS TO BE 8" CMU U,U h, • CLI: __ -- __ \`� \\ ~ 1 - RAI L D16 cW0 l GARAGE No. 2\13'-4" I _ 61-0# , 3 -Q co STI]RAGE D 11 ,\ '-O Li pt SN�JVr P 12'- 1„ 22'-4„ 8,- 4„ r C LE \f E \ \ .. ._ -tic Beach, _P_o_r_' Ici �a T FLOUR PLANA n I \ J 4375 " � ClCrles W _L)UprY ' ._...1 , AIA C O. IF, 1 / 4 ' / 4 ' _ -i - \, � Dat � , 11/17/',32 / lv- io" 10 1 4 91 ; T« 1 6 3, D39 R 7 0 2 4 . 00 ';TAIR I BEDROOM f`Ja. 2 +r ��da. 2 T'E �8 T 1 4 D25 - — - \ D27 R F D24 D26 ¢ D28 r•00 RAIL ' KITCHEN Azo � - - — „ -q2j \ cl) D2914/13 30"Aff 36"AFF _- f D' 1 t I - Ir _ - „4' g" 2 g„ 14154 4 4„ FFXJT D�EYOR DINING AREA I s «a W 3 Q STAIR b W 4 NO. 3 _I f SITTING AREA �- D 4 , 0„ FLAIL >>>, D31 \ BENCH (D2)1 N• HrAF�TH \ I. \`\ W27 b� D38 00 BEDROOM No. 3 i LO• ��, BENCH 1 -Oil I t 1 ,—oil 1 , 4„ V A N L E E N C . a. n iBeach, ori „ a :.� EC 0 FLOOR F' LA ��1 James W D!lapr" eeSII, AIS ScQF' 1 / 4 = 1 ' - O „ Da -te : 11 / 17/02 7, 3 14' „ 91 1 W--p„ ,, `L \ TUG 36" RAIL W4E, LAv �o I — RAIL , CANTILEVERED WOOD `b \ W45 M �1 ER I' DE C NT LE,/'EiED �dU �G [BECK ti' \ 13P T UD W 4 4 - T LAV \ D46 �� \J57 �- \ TUB r- oa MASTER \ 45 7,_6„ 5, 0„ 18,- 10" �� \ �\ CLOSET WET BAR W/ GLASS SHELVES D 4 _ 6 W49 VJD DECK BELOW I �\ f MASTER BEDROOM MASTER \ \ VESTIBULE r D41 ��G 2x6 SPUD WALL W/6" FIBERGLASS BATT INSUL. 3 © FOYER- -- I PORCH D4U EL OR _CD o cn _ I _ ' \ ST I R c.i / No 3 , a� / HALL - C' W5 No. 3 D 4 9 "o 5� , CLERESTORY s `\ D48 00 (X0 — c - - W54 � c \� 00 � - 0 T - C Fi I M N EY R A E _ W53 W52 �\ �\ • ,. 0, 6, , _0, 91 E V E R E S D E ��J C E \ Agfa -tic Beach, FIcaric�a THIRD F� ( F� PIAl�J J rY1e W Dupree- AIA Scale : 1 / 4e: 11 /17/92 _ i i I ..._ _ A LPAINT COLOR #2 _ f PAINT COLOR # 1 I ; STUCCO OVER CONC FRAME �� CANTILEVERED FOOD PE(-h' _ , CERAMIC TILE (9 DECK EDGE r 2x12 TRELLIS BEAM -- - ----�— - - - - ---- WOOD CAP 4 WOOD DECKING I - _ TO EXTEND JUST BEYOND ' STUCCO TO ALLOW DRAINACE OF SINGLE PLY ROOF SOUTH ELEVATION g a EL.ASTOMERIC PAINTED STUCCO OVER PRECAST f CONC. CHIMNEY CAP -- -- -- --- - -- — �� _ -- - --- VIPIYL _QLAD WOOD WINDOWS DOORS PER SCHEDULES r -- PVC STUCCO CANTILEVERED WOOD DECK ' a RELIEF JOINTS r CERAMIC TILE ELASTO�AERIC PAINT OVER n DECK EDGE STU C — _ ----- CO 0'VER Cr)lU r1' 12x12 WOOD FLIERS PAINTED . WOOD RAILING - y - - - --- - PAINTED WOOD DErY�,. - - - -- - - - & STAIR f7pAVIN( PAINTED WOOD fill GARAGE DOOR _ FIBERGLASS SCREEN SET IN EAST ELEVATION • - WOOL STOPS OVER CONC CURB E E V E R E '' I D E N C c Atlantic Beach, F +. orda BUILDING ELEti'ATI01\IS James W Dupree III, AIA Scale 1 / 4 -- 1 ' - 0 Date _;,. .._. i _ ___, PAINT COLOR #2 PAINT COLOR # 1 r • • • • PAINTED, HOT- GIPPED CAL\� -- -- - - - STEEL PLATE � EA NIDE OF 4x 12 -----___ - - TIMBERS BOLTED THRU TO FIOPM { TRUSS"SPAN NING BETWEEN \ \ � \ rO ✓ p1ER5), SEE ,TP JrT JAL DETAILS y PAINTED WOO LE-, -1 GARAGE DOOR -- - ELASTOMERIC PAINT OVER STUCCO (T'O'PICAL) WEST ELEVATION a PAINT COLOR #2 PAINT COLOR # 1 CANTILEVERED DECK PVC STU CO RELIEF JOINTS ------------- PT "fiD RAILS -- -- -- _� � - 14 2x8 TOP CAP 2x2 HORIZ RAILS A I F1'I L[ l 2x4 VERT POS I'S— see\ 9 — -- - i �� F=- �� WOOD CAP © WOOD IDECKING 2x12 PT STRINGERS � - _ BOLTED "0 12x12 PO=TS --- - - TO EXTEND JUST BE OND Vi/ ;ALV THRU BOLTS �� STUCCO TO ALLOW DRAINAGE _ _ OF SINGLE—PLY ROOF* 1 ! iC L E • / E A RES I DENC I r BUILDING ELEVATIONctlantic Beac��, Florfcla � - - - ii - i _ i� W Dl"l ree III, AIA � ralel 1 / 4 -- 1 0 . James p va�� el 11 /17/92 - • Y G A 9 9 9 g— F`� TERRACE F No, 3 MA. ER MAI-:]TER - Q VE` IBULE BAT 1 1T SCONCE STAIR N o. 3 _ HALL LL No, �`, �-- HAL No. 2 B ROOM No. 2 BEDROOM N 3 Q ` STAIR No. 1 f ALL No. 1 EL.EV EQUIPT �� - HALL No. 1 A N . 1 GARAGE No. 2 GARACE o B �� ILc� I �\ �\ \ EC- 10N �- w .-___-_ SCONCE �\ 0 rn t MASTER MASTER coo �' _ \�" BEDROOM PORC i i 2 ' � cJ r _ Q Z;7 Fl CABINETS 9 SHUTTERS _ j � ICF N DECK No. 2 � a , c°° Note: 3/4" PLYWOOD SHEATHING ON FLOOR Note: 3/4" PLYWOOD SHEATHING ON FLOOR r � CUT �R�P�I 2x 1 CJs � 2.4" 0 C USE �. � �- JOISTS CUT FROM Cl-"TF) l 1T0� F'� X24` OAC, �'�F J )IST_ CJ _ / , ITIING ARE DINING, AREA D JP FRCM Jr-'IST � _ � OF SLEEPERS DROP r-POM .FOIST CUT; FrDR SLEEPERS . _ _ ___ _ a SERVICE BEDROOM ► " �o f POOL Z T 0 N - V N C L..: E V E R E 5 T D E N C EBUILDING SEC _ u e�/ Atlantic Beacr�, F- loricla B B I L. D I N G-) � fir � II AIA S l 1 / 4 ' 1 0 ' - James W Dupree I, La e . ' - � Date ; 11 /17/92 _ ti . p SKYLIGHT l FO R N;o. STAIR -- TIP1Br_R TRUSS SCONCE , C`ANTiLE`�ERED W r. D GE C�4 CCUC� 11 FRONT FO R No. 2 DECK No. 2 DECK WOOD CABINETS _ OVER WOOD SHUTTERS •; STAIR GRANDLFCYER _- " ELEV SCONCE - — DECK, No. 1 PORCH 8UILp1fJG SECFiON � 1 - J POOL JACUZZf TERRACE E3F�Y'CPJD ST R FOYER C No 3 Na. 3 SCONCE - - -- f�ECESSED RECESSED SPEAKER SPEAKER - TIMBER TRUSS — --- - - --- __ 2" RECESS --- WOOD MANTLE W/ _ - 4 GYP BD _ 2 OF 4x12 CORBEL. BUCKS CUT TO - - - - - SHAPE 4 EA END FRONT DECK No. 2 ry DECK OYER - BEN-Fi - - -- F/P TV STAIR _- =� No. 1 0. 2 , STONE HEARTH1-- FACING SCREEN - WALKWAY CREEN - —_---- -- - KWAY FO BEACH I GRAND -- vVAL - _ EL_E=V EQUIP F O r f� i PORCH rU DECK N o. 1 �I - -- BUILDING SECTION 4 _ � E V E R E S I D E I V l,_, E JACUZZI �/ A lrJ C �-- - POOL Agan tic Beach,, F lor �da BUILC�� NG .:SEC TIC) R! � �,�J Dupree III AIA Sr� U � e ; I / " 11 /17/92 l • r i I SCREED STUCCO I ROOF Tp COPPER I COUNTERFLASHIN OVER 6' TURN-UP OF SINGLE PLY { { EPDM R❑❑FIND M�MBRANE ADHERED TO MIN Y3' ELAST❑MERIC COATING OVER Mi.N 31� -STLCCfl RIGID INSULATI❑I� TAPERED TO DRAINS r"A T NED TO 2'1&G WOOD DECKING OVER '• / SAND FINISH & FIBERGLASS FIBER REINFORCING 4X12 TIMBER JOISTS II � {{{ !j�'"• ', ---- .... .-._ _ Ii! I�/i`� 1 i III IIi 2 36' 0/C I I rrr , .' j5'2 ( I I I I f OVER 8' CMU WALLS & CAST CONCRETE FRAME 154, •554'6 54 6 ••+• { 54'6 ; W/ STEEL REINFORCING RODS I I I I I I I � • 1 I SEALANT BEAD WHERE STUCCO MEETS W01D ! r 52 10 > ' 52'10 52'10 K j52'10 I i � I �• { I ! I � i i � � I i �--- -rt-� i � 1 I � . I • • I I �- I SKYLIGHT W/ 1/4" LAMINATED PYR❑LYTIC BLUE GLASS I + I I ( SET WITH STRUCTURAL; SILICON TO I'3/4 X 3' ALUM ! 1 f i i J TUBE FRAME AFIXED TO GALV, STEEL ANGLES ATTATCHED TO & I I ! I �, P M PARAP T WALLS I I I + I I SPANNING .,ET •TEEN SLDRING CMU E L ( I 1 I I i 1 J WITH ALUM FLASHING LAPPING OVER BUILT-UP CURBS I I N I i & SET INTO REGLET ALONG RAKE La WALLS L I f J - I i 1 i I WVQ OD RAIL 2 :36' TYP ,�, rT4ill I I 777. 1 I r 2X8. TOP CAP 5PAN 'ING BE T'IN ! I ,!R ('-� 4X�- POSTS ALONG W/ 2X4 w 2X2 !. i _ NURIZOf4TALS I { I I L 2' WOOD TREADS V RISERS SPANNING FRDM STRINCER$ I I I I BOLTED i T❑ FLANKING (:.MU WALLS I I ' ( 7 FLOOR JURFACE TO BE SANDED AND SEALED CERAMIC TILE SET OVER THICKSET MORTAR 11� I 1 - -- - - -- � W/ ',✓A7 R BASED POLYURETHANE _ i i TTi T7 777 IE BASE TAPERING T❑ SLOPE FR6' 3" TO TETT . y � 10 42 10 • 1'1/4 THICK WHILE REINFORCE1D BY 42'6 42'6 / f �JWF ALL OVER SINrLE PLY 'JATERPROGF i 41'10 41'10 41'10 I - . • . MEMBRANE ❑ ✓ER ?" WOL�D DECKINa 1 ` I I • OVER 4X8 'dOOD JOISTS SPAN6C_3 f I (• I \ •• II i I 224', O/C BETWEEN CQNC BEAMS AND ' 1X2 D TRIM @ WALL CAP TIP I --� CONC CMU WALL .TIE BEAMS TEMPERED GLASS IN ALUM TRAMS C SHOWER I r' r� f 1 I I i i I I I TILE TURNS UP WALL SIDE OF BASE CABS r--- r i a' CMU WALL '•I/ 3/4' P.T. LRRING & 1 3/4' RIGID INSULATION & 1/�• GYP BD WALL FILLED W! P❑URED INTUL, WHERE I ) i TELLS NOT FILLED W/ CUNC„ � I � STONE TkEADS & RISERS SET OVER MORTAR SETTING BES I I f I 1 OF MIN, 1.1/4 THICKNESS (REINFORCED) & SET . ❑VER SINGLE PLY ! WATERPR ❑F MEMBRANE ADHERED TO 2' WQO'D DECKING. 1 I ! I { I" ! i d' W❑❑al BASE ! I { I I I I 2x WOO) DE rKING ! I I I { 1 f I � _ � � � — —. _._. .__.. -.... ._... — — __. — _____ — —� AXI '��pD JOISTS ! T 32'10 32'10 _' r 32'8 32'8 ----- - TTS, -� - � i _ — � _ _ — -_ — _ J j Y Y T ` f WD CORBEL BLOCKS 2 RECESS OVER IMANTLE I 3'RIGID �NSULATIGN I { { �rT I { . - 31'10 31'10 _. a --:} 31'10 i I CUT FROM 4X12'S N I I I r , � �`"` , . T � 'T" �� 1 12 {. i •' T T' 77 7T a ?'r'IT? 7't'1 7:'7If"'. I 5/8' TYPE 'X' GYP BD CEjLING (TIP) Ir• 1 �, } { i 1 SUPPORTING 2" �q •. 1WOOD MANTLE W/ I 1 { i 1 t BUL1,NCJSE EDGE �'� 1 i { 1 CORBEL BLOCKS 1 c� I � I i 12 EACH END I I 1 I W1 4" SPACING BETWEEN 'THEM ' I . I i _J J i ! fI J I I i i �_ - _ --►- _ - _ _ .----- - - -. ____ _ �- - - -� I r • I i I I I I � � _ I 1 ., ' I ! ! I • I I ! I . : I 3/4" STUCCO OVER CMU W/ 12" BAND DF WIRE LATH la BASE OF WALL OVER TURNED UP EPDM . RrJOFING ADHERED TO 3/4" PL'�WD DECK SCREWED TO 2X10 P.T, 22'11 1 I 22'11 i �_�_ 1 ^ - .... JOISTS 2 24" OC CUT TO SLOPE � DRAIN BEHIND 2X12 FACING , MITI— {li t ! I!� :7-11l== �� ERE "-PDM LAPS DOW�1 ❑`JE2 2X8 PLATE BOLTED TO �I 1 �!1 hI I! - _-1 I I STI►!=1 T! I!! •= 11=I i i� 1 - ,— 1 WHERE �1 !moiI171I!=1 1=1I1-1II- 1-=111—!1i-1 Ii—! I! 1I; �- !i�=i�! !!! 1Ii—!1 -1I!=1I!--� I^ 3X12 CONC, BEAM SUPPORT i i=1 I! i I!= 11_ _.- I I!�1 "!1! 111= 1 �1 —;I i! 1 I!=I I!=11!=1 I I=!I i I!-=1 11=1 I I _ !1! 111= , • • '1�I IIIT , _!I!El I! !Ih111 IIIL-II!=1I!�11 IX T&G SOFFIT NAILED (GALVANIZED) TO BOTTOM OF r=Ii►=T . : .. 11I! � �Il-1I!- 1Ii— �(!—!I!—l�i�!►t �_1►� lai lii llh l- I1!�I '� •• - fi 1!!-!i'--111=1!! 11�Ii!-.I !!-I � 1OISTS W/ 2X2 ` D TRIM 2 WALL I TT i I I i!�1! !I!=1 11 11!�I I I-II 11=I I{� _ � . �I�I If►�lil�,il!�,lll'�11�li- .. Imo._-l!slll��l!! II =! I-i�i1!j � �!I 'llll!�iI!�!Il !!I�!I! � .. I �,- �,. . 2X6 PIT, DECKING SCREWED (GALVANIZED) TO DR • JOIST CUTS AS SLEEPERS SET OVER EPDM B �/ N C E �/ E R E I D N - Atlantic Beach, Ft.or ;da �� A E E S E C T I Cl �l James W Dupree III, AIA Scale 1 / 2 " = 1 ' - 0 '' Date : 11/17/92 \ ra _ , ' - d. 16 A . a c 4" 8, 5„ 3,�5„ 47,-0" r r 1 1�1 12'.-.. 1 , + 16-0 =GRADE F _ . 2 0 y �m i CO2 rOF -TOF R c1 TOF ASC' 17'-6 15'--6 f 5 b,f � p +23.o - I CjTOF i i , 00 19, 6,, ao +2 2.9 3'—0' 3.�p„ TOF } ci Ci —C3 Q5 (L 21 co 11 4 4' I i _ _ —_— cc- QD - + 19.0 00 -Qo FOOTING SCHEDULE: i 1 t 2'-0" X1 -Q' W/ 3 --#5 CUNT. TOF I i q _ _ - ._ ____ F 1 ' CD / 1 — ° '� `— II I � ! � •�J ! (c�,D:5 I _ T'YP. ALL WALLS CONTROL t ' � JOINT (CJ) i _ F2- 3'—O" X3'_p„ W/ 3_#5 E.W.B. K-- ci F3= 4'---p„ X 1 , 6,$ W/ 4 , 5 4 a CONT. I8„ 6f,-0" :�• t r i \ l ' �-' , ur #34 36 TRANSVERSE It S _ 12x 12 TfMBc.R POSTS -- CJ i i �t �� SEE F2 (TYPICAL) � \ \\ \ rot= `�� .-f cp o NUTS: ci 4) TOS INDICATES O L I i i I _ 4 D E5 TOP F SLAB q ' 5`� TOF INDICATES T0F' OF FOOTING �. - '�/ +22.d SLOPE ;}, �� _ `� IN CHANGE IN r 1 \ t TOS 22'10�-- 1 /2 ' � t TOF —�' , �' @ RIM OF POOL TOP of FOOTING ELEVATION I t v 00 + 18.7 5 I - o , tr CJ ` - INDICATES CONCRETE COLUMN 'a CN 0 n SEE PROJECT BOOK FOR DETAILS - +22_J r F: TOF , , t CJ T0F t rte) ? 1 , 6„ �� U TO7 �+ 19,_6„ 2x6 DECKING �•� i SUPPORTED 3Y cj raj 19,_6„ _ 2x10 FRAMING BETWEEN TIMBER � N N ! 1� ARCHITECTURAL ; 00 � � POSTS — :gee ARC1-11TECTURA 1. L , 1 �� 8 I FLOUR PLAN FOR DECK PATTERN I ?c SECOND F \ L JOR PL AN J RC1 i FRAMING PATTERN Tex l( h �`CXx �D2 C) )2.5 0 +22.5 TOF �) „ �J �\.. ._. CMU RETAINING WALL r_ r— _. - �/ A C E �/ �� I D C • A "t � Qr1 �' iC BE' QC�'1, F-� Ot'' iC.'�Q FOUNDATION 1 �-- _ PIAN JQrges W Dl,a rP � III, AIA � r , = �� 75 p S a 1 / 4 1 - Date , 1l /i/92 ..:, r. — r ..... ...w-.w._:w'.. «.'ice... . ...._.... . :n.:rw1........- N, __.. _......... .. .. ... ', � SII I i A C '--p 3/4" EXT PLY'N OD SHEATHING ON 'FLOOR JOISTS CUT FROM 2X 1 U'S 4 ' 4" p C i USE DROP FOF S�.� FROM JOIST CUTS FOR� S�. EPERS - t 12,_ 1„ 32'--p„ „ -- _ 2X12 FRAMING STAIR , - S 00 a _I t v x cn O 2 CIA • \ \ - - 00 cv �� 4 X 12 x Cj 4 X 12 TIMBER TRUSS WITH 4X 11 / `r � � rj _ 1 /4" G A!'-VAN I Z E D STEEL GUSSETS ---- _�---- � o �- _ 7 314" DIAMETER A307 Tr�RIJ-- w - �� o r� Qa 130LTS. SEE ELEVATIO^JS. -- _— v) ozp :D �, 4X12 \ v _ c� — S1CD - — N Elf �.� - _ � r _ SIMILAR _ x vz ra �C 1 i ra 4 X 12 U — _ - 2' WOC FLOOR DECill LTJ - _ N X 12 4 X 12 rLC=4) rJ N QQ _ M 00 cn m �O C06 '` -- NOTES: dao • --- - - 2B1 - INDICATES n � � 2x5 PAINTED� DECKING< r_-- � ES CONCRETE BEAM. SEE OVER 2x l Us TYP SCHEDULE ON DWG 17. — INDICATES CONCRETE COLUMN. ca 06 --f SEE DETAILS IBJ PROJECT E00{<. - _ 10' -4„ mm HEAVY TIN, R TRELLIS FALL EX TENDS TO s 12X 12s '� 0" 0/C � 3/ ,, EXT, PLYWOOD Si-�EATHIN(; ON, z 1 . ENCLOSE DRIVE FLOOR JOISTS CUT FROM 2x 1 ()S COURTYARD MAINT - ca§ 24' 0/C, USE DROP FROM 28' TOW. ELEVATICN �\ ,JOIST S C �T _ � T FOR SLEEPERS CMU RETAINING WALL. S8 ✓ A N C L E V E R- E D E N C E AtIan -tc ' Be (A h, Florida SECOND FLOOR FRAM I N ro PLAN AN James W Du pr, ee III AIA Sca [ e ; I ; zl " � 1 Date 11 /17/92 _ _ C 1 - 1 1 12,- 1„ 32'---0„- 2x 1 10 - 2x O1 C� _ 0 - ,1 3131 Lo 00 's 4X 10 JOISTS CS 6 1 Sli 2) \\ � 4 X 12 JOISTS 1YPICAL 4 24” 0/C cc D6 r� LL- 4X112 A f 3 1J 4 X 12 \ w r� \ Lr- `' L CUA k W , OQ I i TIM13ER TRUSS v �� L0 co Of Lu ' - t - � U r� _ C' 2 WOO FLOOR DECK 4X12 �T OPEN 4X1 ?_ � \ S1 � i c,a � co00 �— - . l��'6� J•. S14 4x8 VERTICAL _ C, - 2X4 Wong sTUD FRAMING OPEN \ til v1J \ t 3B1 3f32 + 2 � � 1Q,-6„ 9,-6„ 12" 1(-JL- ' 4'' A [,\\,I C E E �j E P\ E D E A -fi � r�, ntic Beach, Florida THIRD FL_O R F � M"—1 l i\llG PPL A1' ;, '. " -rte _-.•..__._.. ..,.....--`--- ._._ ...-. .__.__. _.._. ._. ..._....T _.. __ _ _ _ -._._ _-..; . -_ _ ___._.-. _ ... ... .Mr _.._.-+T. -- t , � «. � � . 1 / 1 � DQte , 11 / 17/92 FA r , TOP OF F LC DR DECK - 43' i z , i ...... 47'--Q -c- 101-8" cY10'--•8" 101--o" lo,—o" v 7,Y2„ 16, 10„ .� I 523 CC� \ c\t CHIMNEY ENS OSURE _ 00 02 � \ \ nS2 .� PL.YWD SHEATHING � ra \ cr C-2 R 138 ` I C6 \ US2 1 r- 0 ? 1 8 \� 4-- S20 I I �� 00 S25 D.._ S 21 � x ii 4x 12 ROOF JOISTS - _ TYPICAL m la i�7 r G \\ SK`�'LIGIii rte, ca C 4 •� \, 12X16 ;, a 2 ` 19) CHIMNEY 2x4 WD STUD FRAMING .I W/1 /2" EXT � r PLYW SHEATHING 0(-6 _ D3 %� - S2U _ I \ W u s (C32 RE31 r�gz C1 CS2 q - cin Beach, a V A , N C L E V E R E S I ' D E N C E CV -tl � i� l�1, topic. � � � � Y R J �J F�R A M ! i� _ r� LA _ W` Dl.�pr� ee III, STA ' >� nte1 / 4." 10 ' Da -te � 11 /'1 //9216- Jarnes � CONCRETE BEAM SCHEDULE 2" 25 L1 .33 L+ .33 L+ .33 L+ 33 Lo. 25 L3 "B. BAR "C" BAR Er -j �l I "D" BAR �� "E" BAR. .9 A "E^ Bat "Pi BAR- BAR`R "A" BAR SPAN L1 SPAN L2 SPAN L3 END SPAN LEFT INTERIOR SPAN END SPAN RIGHT 1. +L IS THE GREATER OF THE TWO SPAN LENGTHS ON EITHER SIDE OF THE SUPPORT, 2. MAINTAIN REINFORCING IN PLANE AS DETAILED. NOTIFY ARCHITECT/ENGINEER IF REINFORCING CANNOT BE PLACED AS SHOWM. 3, BARS ARE SCHEDULED WITH CLOSED STIRRUPS, PROVIDE MINIMUM 2" COVER TO ALL STIRRUPS. MARK SIZE REINFORCING DETAIL/REMARKS W D A BC D E SHEAR STIRRUPS (EACH END) ZB1 8 12 2-#5, 2-#5 #3: 1 0 3, CONT 0 12 DETAIL S9/HOOK "D"BARS E.E. 2B2 16 18 3-#6 2-#6 #3: 1 0 3, CONT 0 12 DETAIL S6 2B316 20 3-#6 2-#5 #3: 1 0 3, CONT 4 12� DETAIL S7 2B4 16 20 3-#6 2-#6 #3: 1 0 3, CONT d 12 DETAIL S7 2B5 16 20 3-#6 2-#6 - #3: 1 0 3, CONT 4 12 DETAIL SI 266 16 20 3--#6 2-#6 #3: 1 (J 3, CONT 0 12 DETAIL S7 2137 16 20 3-#6 2-#6 #3: 1 j 3, CONT ® 12 DETAIL S7 2B8 16 20 3--#6 2-#6 #3: 1 m 3. CUNT 14) 12� DETAIL S'1 2B9 16 18 3-#6 2-#6 #3: 1 0 3, CONT 0 12 DETAIL S6 2810 8 20 2-#5 2-#5 #3: 1 ® 3, CONT 4 12 � DETAIL SID 2811 8 20 2-#5_ _ 2-#5 #3; 1 0 3, CONT 4 12 2812 B 20 2-#5 2-#5 #3: 1 0 3, CONT 0 12 381 _ 12 20 3-#6 2-#6 #3: 1 (J 3. CONT 0 12 DETAILS S11, S17 332 12 20 3-#6 Z-#63: 1 03, CONT 4 12 DETAILS S11, S17 383 16 20 3-#6 3-#6 #3: 1 0 3, CUNT 4 12 DETAIL S11 364 16 12 3-#6 2-0 #3: 1 4 3. CONT 40 12 DETAIL 311 t 385 16 12 3-#6 2-96 #3: 1 0 3, CUNT (0 12 DETAIL S11 386 16 20 `3--#6 2-#5 #3: 1 4 3, CONT 0 12 DETAIL S12 - 387 16 a 4-#6 4-#6 #3: 1 0 3, CONT 0 6 DETAIL S13 t ,3Bd . 8 20 2-#5 _ 2-#5 #3: 1 Q 3, CONT (0 12 R51 12 20 3-#6 2-#6 #3: 1 14 3, CONT 4 12 DETAIL S23 • iT RB2 12 20 3-#6 2-#6 #3: 1 4 3, CONT 0 12 DETAIL S23 R8316 20- 3-#6 2-#6 #3: 1 0 3, CONT 4 1Z DETAL ;18 - R64 28 20 5-#6 2-#6 2-#6 #3: 1 4 3, CONT 4 12 DETAIL S19/"i3'BkRS FL LNGTH RBS L6 20 5-#6 �5 2-#6 #3: 1 4 3, CUNT (4 12 DETAIL S19 "C"BARS FL LNGTH �-RB6 16 20 3-#6 2-#6 #3: 1 4 3, CONT 4 12 �DETAIL S18 A «B7 16 20 �3--46 2-#6 #3: 1 4 3, CUNT 4 12 D£TA!L S18 t---- �88 i 12 24 3-#6 3•-#6 #3: 1 4 3, CONT 4� 12 l DETA!t S24 R89 12 -2-0-- 3-#63-#6 #3: 1 4 3, CONT 4 12 DETA:L 525 R'31p �c3 I 20 2-#5 2-#5 #3: 1 0 3, CONT 0 c3 j RBI t $ 20 2--#5 2-#5 #3: 1 14) 3, CUNT 4 d V E V E RE S I D E NC/ � � Atlantic Beach; Florida BEAM Sc lI F DU I E17 James W DUpree III, AIA Sra ( ei 1 / 4 - 1 ' - 0 ' Da -te : 11 /1 x/92 32,-0„ a EMERGENCY SCUPPER EMERGENCY SCUPPER I 5' 0„ 00 CNJ X7 111- 10" 4 \ \ Lc `\\ DRAIN-JO ROOF �� DRAIN TO ,F�Q�)F \, SLOPING POURED CONC -' g" , �0" PARAPET OVER EXTENSION � J t Orr- CMU WALL_ -THRU ROOT - - - SKYLIGHT Ln \ W% 1./4" BLU REFLECTIVE GLASS • SET W/ S UCTURAL SILICON IN AL INUM FRAME DRAIN 0 ROOF IM1 RIGID INSULAION TAPERED TO DRAINS _ F ROOFING TO FSE SINGLE PLY MEMBRANE FULLY ADHERED TO. INSULATIO�J (CARLISLE WHITE EPDM) V'r,' �'ERIMETER COPFER COi_i^JTER FLASHING AS RECIL, �. RD AiN TO ROOF ROOF L`R�.I�J� ��OI�JI`JECTED T0 PVC' DRAIN LEADERS '�, T------- AT COhJCRETE PIERS ` \ ��w ROOF DRAINS CONNECTED TO P �-C DFAIN LEADERS PRECAST CHIMNEY CAP AT CONCRETE PIERS 4 EMERGEI'•JC'r SCUPPER EMERGENCY SwUPPEL� 32'_ p„ , _ u A N �� 1..�.. E V E R E � T B E �� C E Atlarl tic Bea � I r IC�a - � ; oo � P .AN Jar`ies W . Dupree- 'l �.�� AIS Sate 1 / � " -- 1 ' -� 0 '' Da -te : 11 / 17/9'? \ / L E G FE__ N D E=Q2'X4' SURFACE MOUNTED FLO•URESCENT LIGHT FIXTURE / \ ��- -� -- -- AUTOMATIC GARAGE DOOR OPENER LIGHT_, AND OPENER -- �' Erb SYNCRONIZED r J JUNCTION BOX FOR FIXTURE/APPLIANCE D1 1 \ W Q FLUOR RECEPTACLE D12 D13 ,i v--� -� - .� HWf i O 48" CEILING FAN-. �- O � 48" CEILING FAI`J W/ LIGHT FIXTURE -� F FL HOT WATER HEATER DUPLEX RECEPTACLE � GF1 DUPLEX RECEPTACLE 'JV GROUND, FAULT-- II`JTERUPTER ��EXTERIOR UJ .� ��rT _ __.�_..,__. �� / � __ . - _ / GASKET SELF CLUSE COVER 12 AFF) (( PL ONE-WAY SWITCH 2 TWO-WAY SWITCH 1D ONE-WAY DIMMER _ �2D. -T�VO-WAY DIMMER DOES I � -- 2 I--- ----___ TZ VAR!ABLE SPEED S)WITCI � 3 THREE-WAY SWITCH p3D THREE-WAY DIMMER HEATER RHEOSTAT I-i ALONG�FRONT-Di IVE � T UNDERWATER POOL LIGHT RECESSED 4 WALL "I✓03 O P L PENDANT LIGHT -- ALLOW '$500.00 PER FIXTURE --- 0 PE PLC) o 11 iJ1J1 - o� RECESSED INCANDESCENT DOWNLIGHTS 4 INTERIOR CEILING OE EXTERIOR SPOT LIGHTS - SECURIT'�' LINK D�1 D02 O E E - ��W WALL-MOUNTED INCANDESCENT INTERIQR - ALLOW $100.00 PER FIXTURE SOFFIT- MOUNTED INCANDESCENT EXTERIOR PL FF] (� Q WALL-MOUNTED INCANDESCENT EXTERIOR - ALLOW S100.G0 PER FIXTURE 1/04 DQ�i 0 C CEILING----MOUNTED INCANDESCENT EXTERIOR , , � 2 � t-- --- F �R _ DO E-- - FLOURE SCENT TUBE MOUNTED ;s� CABINET RECESS DUB ' D05 - \ _ TELEPHONE OUTLET •� �� \ � _ -� , _--_ _ - . (� CABLE TV OUTLET HEAT--FAN--LIGHT 1.4 a D DISPOSAL 2 _ \\ C� ELEVATOR EQUIPMENT D11 - ` -- SECURITY SYSTEMwul o U . LANDSCAPE UPLIGH T W/ BURIED HOUSING D12 I-is NOTE: ALL SWITCHES AND RECEPTACLES TO BE LEVITON(R)-STYLE OF WHITE PLASTIC OR BRUSHED ALUMINUM WALL RECEPTACLES TO BE SIDE-MOUNTED WHERE ALONG BASEBOARDS,/COUNTERS WALL RECEPTACLES 0 FLOOR TO BE MOUNTED WAN BASEBOARD {` WALL RECEPTACLES 4 C(?Ul"JTER TQ BE N101-INTED W/IPJ BACKSPLASFi Y V A. N C. L_ E V E R E I I� E �1 C E 1 � .. •. �_—..._tet._............-_-.. ..........— A t: lo rr t is Beach, Florida FIRST FLOOR ELECTMCAL FA L_ fel Ogee III, AIA Scale : 1 / 4 ' , , _ Date : i 1 /17/92 • t i- . -.. _....,....... __..._.. .. .. ., _ -.. .. ..... .. ..... -n+-.ro..» ., '_ter'-.. ..... .. ......... .... _ -. .... --.. ...- - --.o I _.+- L E C_;` E N D 2'X4' SURFACE MOUNTED FLOURESCENT LIGHT FIXTURE e __ 77 AUTOMATIC GARAGE, --DOOR OPENER, LIGHTS AND OPENER SYNCRONILED f _ J JUNCTION BOX FOR FIXTURE/APPLIANCE FL �� _..__ _ _ �__EF .__- - _ � .. _ - - — r r of , REF r---��f - C� FLOOR RECEPTACLE ��.�. �' J ; ,_) ( U } 48" CEILING FAN ( U 48" CEILING FAN W/ LIGHT FIXTURE _ -- F FL DOWNDRAFT CHvH }-10T WATER HEATER �l FL �� DUPLEX RECEPTACLE' GFI ' DUPLEX RECEPTACLE W/ GROUND FAULT INTERUPTER (4 EXTERIOR W/ CASKET SELF--CLOSE COVER 12" AFF) ZD OiJE—VJA'�' S'�iITCH 2 TWO -'JOA'( SWITCH 1 D ONE--'JVA'�' D1Mr�1ER ` 2D TWO -W�1'Y DIMMER VARIABLE SPEED SWITCH � � THREE--WA'f SNITCH �� THr�EE '�VAY DIMMER � HEATER RHEOSTAT �� - � � � v5 3 3D Fi 2 , / I � PL UNDERWATER POOL LIGHT RECESSED WALL — Vd \ \ f PENDANT .LIGHT V�ALL -SCOP.ICE=S OPE (DR F1EC SSED INCAfJDESCENT DOWNLIGHTS 4 INFERIOR CEILING \ PE i OE EXTERIOR SPOT LIGHTS — SECURITY LINK WALL—MOUNTED INCANDESCENT INTERIOR 0 X SOFFIT--- MOUNTED INCANDESCENT EXTERIOR TO FIXTURES � --- TO WALL AL.OhG FRONT DRIVE MOUNTED 0 � WALL—,MOUNTED INCANDESCENT EXTERIOR FRONT DOOR 0 C CEILING--MOUN TED INCANDESCENT EXTERIOR TO C _-. -� �- - WALL SCONCES 'r-- �--� FLOURESCE NT TUBE MOUNTED 4 CABINET RECESS r _ TELEPHONE OUTLET CABLE „TV„ _QUTLET \ /, HE RTH �1 HEAT--FAN-- LIGHT �, �;-` --- BENCH 0D DISPOSAL � T � T >/ F P EE ELEVATOR EQUIPME JT �\ \ ( � FL �J SECURITY SYSTErn 0 D R DUr�18�'VAITEF� PI�)TE: ALL SWITCHES AND RE_ EPTACLES TO BE L_EVITON(R)--STYLE OF WHITE PLASTIC OR ERUSHED ALUMIN: IM WALL. RECEPTACLES TO BE SIDE— MOUNTED WHERE ALONG BASEBOARC'S /CCUNTE�S WALL_ TSE CEPTACLES 4 FLOOR TO BE VOIJi JTED JJ,'I�J BASEBOARD PECEF rA�'I_F_= «, -()1Jf JTF_R TSI BE N,1`1,ItJTEE) �'d;'!f J BA.CKSPLAwFa k A fel E L.�_.� V E P, E T 1) E I\] C E A -tlan -tic Beach, Florida SECOND FLOOR EL-E��TRIC�,� PLAN Janes `d Dupree III, AIA Scale : 1 4 ' LEGEND 4p G FI 2'X4' SURFACE MOUNTED Fl_QURESCENT LIGHT FIXTURE o AUTOMATIC GARAGE DOOR OPENER - LIGHTS AND OPENER SYNCRONIZED �J JUNCTION BOX FOR FIX TURE/APPL IANCE • FLOOR RECEPTACLE \ o 48" CEILING FAN ( p 48" CEILING FAN W/ LIGHT FIXTIJRE CF!H HOT WATER HEATER C 10 JF C DUPLEX RECEPTACLE ` �J "-� Q� GFI DUPLEX RECEPTACLE W/ GROUND FAULT JNTERUPTER ('O EXTERIOR W/ GASKET SELF-CLOSE COVER , 12" AFF) UNE-WAY SWITCH 2 TWO-WAY SWITCH $ 11D ONE -WAY DIMMER $2D TWO-WAY DIMMER VARIABLE SPEED SWITCF�_. ` vs 3 THREE--WAY SWITCH THREE--WAY DIMMER H HEATER Rf1EOSTAT W T 1fJ O PL UNDERWATER POOL. LIGHT RECESSED 4 WALL PENDANT LIGHT OPE OlREC ES ED INCANDESCENT DOWNLIGHTS 4 INTERIOR CEILING O E EXTERIOR SPOT LIGHTS - SECURITY LINK (JW WALL---MOUNTED INCANDESCENT INTERIOR SOFFIT-- MOUNTED INCANDESCENT EXTERIOR R clJ o WALL-MOUNTED INCANDESCENT EXTERIOR \\\ D 0 C CEILING--MOUNTED INCANDESCENT EXTERIOR - � --��---� FLOURESCENT TUBE MOUNTED © CABINET RECESS Q TELEPHONE 'OUTLET - - CABLE TV OUTLET - - -- - - t HEAT-FAN-LIGHT �� \ lJ\ - _ - Q D DISPOSAL 0EE ELEVATOR EQUIPMENT S SECUR17Y SYSTEM \� NOTE: ALL SWITCHES AND RECEPTACLES TO BE LEVI TON(R)—STYLE OF WHITE PLASTIC OR BRUSHED ALUMINUM _ WALL RECEPTACLES TO BE SIDE-MOUNTED WHERE ALONG BASEBOARDS/COUNTERS WALL RECEPTACLES 4 FLOORo TO BE .MOUNTED W/IN BASEBOARD WALL RECEPTACLES (D C;CUNTER TO BE MOUNTED W/IN DACKSPL.A;H V A N C L E V E R E S I D E N C E I` A -t'Jaritic Beoach, F torid THIRD FLOOR /yELECTRIC:A1 PLAN James W Dupree 111, AIA Scale : 1 / 4 ,, 111 /17/92 r a { i I 1 ADDRESS ---------------- BUILDING -------------BUILDING PERMIT NUMBER INSPECTIONS: UNDER SLAB PLUMBING_-__ -" FOOTING_---- -----------------r--- �/ -3__------ /E -2L-I'3 SLAB-------------- ---------------- - -_-------_____ l� Z,,-,F3 �q(�(/s,a/S 9-/6-53 FRAMING___ /o-/ -q3 o-/ 9 rr3 COVER-UP---- - -9- ----------------- ------------- i2-its 93 INSULATION __ C -------------------- FINAL ------------------FINAL BUILDING_---,_-_--_-_r_____.____-_._______________ I CERTIFICATE, OF OCCUPANCY_-/_ ELECTRICAL PERMIT *----&-I6 7 -------____.___-----.--.-- INSPECTIONS ROUGH-#=-/ _T .---------_--_____--__--__�_______ FINAL L ---------- ------- MECHANICAL PERMIT __ / — PLUMBING PERMIT S�Q_.2 ------------------------------- ------- NOTES: Nk A r S � , CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD -� ATLANTIC BEACH, FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 ri31�r- Application Number . . . . . 05-00030799 Date 7/20/05 Property Address . . . . . . 2375 SEMINOLE RD Tenant nbr, name . . . . . . INSTALL HEAT PUMP/AH/HS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------------------- -- ------------------------ VANCLEVE, ROBERT WEATHER ENGINEERS INC. 3500 RICHMOND STREET 1000 EDISON AVENUE JACKSONVILLE FL 32204 JACKSONVILLE FL 32204 (904) 356-3963 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 4 .b PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0a'. r 1A BUILDING OFFICIAL s��r CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION L1i3 Jr -�pI Date: Property Address: 0375 S'e I'�'1J�pj0 ( e,, XV, Owner: 20LI- V-,� !(° (/e Telephone#: Contractor: r �N < :L�IC Telephone#: Contractor Address: Fax#: .3,S�— �Z9 9 Contractor Signature: C �`-t CO (o In consideration of permit given for doing t1fe work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil F ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK JO Heat _Space _Recessed Central _Floor J Residential A Air Conditioning: Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT _ AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Descriiption Model# Manufacturer Ton's Agency ll lfv �33 9LTA Q3 0 AgqLfi td, HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency A # A e( -AXMLOIQ SrMA� 3 L &A� ,,-54cip &6C9P0o 0< 6, 5KQJ TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us Revised 1/04 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Tuesday, August 24, 2004 2:18 PM To: Schlueter, Jennifer Subject: FW: Sewer service Jenny FYI -----Original Message----- From: Walker,Chris Sent: Tuesday,August 24, 2004 2:33 AM To: Kaluzniak, Donna Subject: RE: Sewer service I called Mat this morning and advised him that he needed to see Jenny and pay for a tap. -----Original Message----- From: Kaluzniak, Donna Sent: Monday,August 23, 2004 1:43 PM To: Walker,Chris Subject: Sewer service Chris, I don't see any service order for sewer tap at 2375 Seminole. Shouldn't there be one if a permit was paid for/issued? Please check on this. -Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX.- 904-247-5843 dkaluzniak@coab.us 1 10 / 0�� CITY OF k,30jOffice of Building Official IlJ� REQUEST FOR INSPECTI Date _ —� ermit No. 3 a Time it Q Received CJ •►vl _ n OJo d ss � Q Locality ., wner's C — Name Contractor BUILDING CONCRETE ELECTRICAL �� BIN MECHANICAL Framing ElFooting 1:1Rough Wiring ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation EDLintel ❑ Final ElSewer Fire Place ❑ Pre Fab READY FOR INSPECTION —) A. Mon. Tues. Wed. Thurs. Friday// M. q A.M. �^� ' r- Inspection Made / PM. 6A 1 /J�Q�otQ Inspector Final Inspection ❑ 1119B�.a. A—Ep Certificate of Occupancy C' lr o✓ P f _ Lw-p Date An11�� ,,� //CITY OF /n� __ �� fY�1�i& /3�-"7&u* 4 Office of Building Official REQUEST FOR INSPECTION Date l Permit No. Time G� M. Received toAs ocality Owner's 4�/lt Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECH ICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation E Lintel Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. M Tues. Wed. Thurs. Friday P.M. Inspection Made M. Inspector anal Inspection ❑ Certificate of Occupancy ❑ Date i Vit'.-1i,1�J�3 �s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s} ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J131�� Application Number . . . . . 04-00029438 Date 12/30/04 Property Address . . . . . . 2375 SEMINOLE RD Tenant nbr, name . . . . . . 2 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ VAN CLEVE, BOB & SARAH AMERICAN SOLAR ENERGY, INC. 2375 SEMINOLE ROAD 11497 COLUMBIA PARK DR. # 10 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 241-5922 (904) 268-8046 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 49 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 49 . 00 49 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 49 . 00 49 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BtaDING 'Q-'. C " BUILDING OFFICIAL Maw 21 04 02:23p CitU of Htlantic tneach flu yug-eq1-imago P. 1 RECEIVED CITY OF ATLANTIC 6EACti CITY OF ATLANTIC BEACH BUILDING zon NG i ?ter, PLUMBING PERMIT APPLICATION DEC 2 ] 2004 I BY: �m Date: Property Address: ';�31—r) �O Owner: F3 b 3 S0-C-C h \[6t6 _Cl-!CVP- Telephone#: 0241 " Sada Contractor: A nAW GaV\ Sr-)60- wive gay_ Telephone#: 0,65-664-10 Contractor Address: (t 4cl I-JD W• Fax#: o26g'$ got a � in consideration of permit given for doing work as described in the above statement.we herebv agree to perform said work in accordance with the anacbed platys and specifications which are a pan hereof and in accordance with the City of Atlantic Reach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Phnmbing Code. Plumbing Type: if other construction is being done on this building or site. •Q4° New list the building permit number: D Re-Pipe Number of Fixtures: (� Bath Tubs Showers 1' Closets Shower Pans Dishwashers Sinks i Disposals Urinals i Floor Drains Washing Machine Lavatory Water i Sewer Water Heaters i yZ other 5 0 IO-I.{40 t t 7cc4 ear I-�2 z Sy s+em Fees Permit Issuing Fee: $35.00 Total Fixtures: �2 X$7.00 + $35.00= 4 . UO i 800 Seminole Road-Atlantic Beach,Fiod" 32233-5445 Phone:(904)247-5800. Fax_ (904)247-5845. http://Www.cl.atfantic-beach.fl.us j CITY OF ►' Office of Building Official REQUEST FOR INSPECTIO / 6 —/0 —13 Permit No. / Date Time A.M. Received P.M. o Job Address Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHA L Framing ❑ Footing ❑ Rough Wiring E] Rough El Air Cond. & ❑ ❑ Temp Pole [:1 Top Out E] Heating Insulation ❑ Lintel Roofing ❑ Slab ❑ Final ❑ Sewer ❑ Fire Place ❑ nPre Fab READY FOR INSPECTION A.M. r Wed. urs. Friday P.M. Mon. Tues. A.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date /�11//� � #, //CS�I-T-Y_OF �nj � � 4&4%4 & /3�`0;& 4 Office of Building Official REQUEST FOR INSPECTION Date Perm' A.M. Time �' 00 P.M. Received 3 7 cality Job dress Owner's Contractor BUILDING CONCRETE ELECTRICAL PLUMBING C ANICAL ❑ F El Footing ❑ Air Cond. & Footing Rough Wiring Rough ❑ Heating Re Roofing F1 Slab 11 Temp Pole ❑ Top Out ❑ Fire Pace ❑ Lintel ❑ Final ❑ Sewer Insulation El Lintel Fab READY F INSPECTIYur.- A.M. Friday P.M. Mon. Tues. InspectionMade / Final Inspection El Inspector Certificate of Occupancy ❑ � Date n& //CITY OF Office of Building Official REQUEST FOR INSPECTION Per Date Time / r Received L ality Job dress O Owner's Contractor Name PLUMBING MECHA ICAL BUILDING CONCRETE ELECTRICAL 11 Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Framing ❑ Footing TemPole ❑ Top Out ❑ Heating ❑ p ❑ Re Roofing ❑ Slab ❑ Sewer 1:1Fire Place Insulation 11 Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. Tues. Wed. hurs. Friday P.M. Mon. P� "P.M. ) Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date nn //CITY OF &U44 Office of Building Official REQUEST FOR INSPECTION Date Permit No. `S Time A.M. P. Received M.p' S ✓ E��i✓ Locality Job Address Owner's Contractor CD ��fS/T ✓�o Name MECHANICAL BUILDING NCR ELECTRICAL PLUMBING ❑ Air Cond. & El Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Heating Slab ElElTemp Pole Top Out El Roofing Fire Place Insulation El Lintel l Final Pre Fab A"' READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. riday A.M.M. r Inspection Made P. Final Inspection ❑ Inspector Certificate of Occupancy Date 1�� CITY OF YQt i ft4C &4404-&;&%d4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. 66i Time Received ( P.M. a Job dress Locality Owner's Name —�`� 6 (•(/i"( Contractor BUILDING CONCRETE ELECTRICAL PLUMBING M ANICAL Framing ❑ Footing ❑ Rough Wiring Rough ❑ it Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place READ�INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M. --�T Inspection Mads P inspector _ Final Inspection 171Certificate of Occupancy ❑ Date ` CITY OF 1117 9G Z- i» Office of Building Official ✓✓6 76 7 REQUEST FOR INSPECTION f _ Permit No. / 4 Date ` 1. / -• Time Received � �1//i Loca y Job Ad s Owner's Contractor ICAL Na PLUMBING MEC CONCRETE ELECTRICAL ❑ Air on ❑ BUIL ING firing ❑ Rough ❑ Footing ❑ Top Out ❑ Heati r ❑ Temp Pole ❑ Fire Place Lintel Re Roofing ❑ Slab ❑ Final ❑ Sewer pre Fab Insulation READY FOR INSPECTION PM . Wed. Tues Thurs. Friday Mon. / A.M. r --- _P.M. Inspection Made _ Final Inspection ❑ --"--- Certificate of Occupancy -pector ❑ Date _ nn CITY--O//F nn ri+ Be=A 0; Office of Building Official REQUEST FOR INSPECTION Permit No. Date n Time ' PM. Received 'I c �&z ,=2,3 / ✓ ocality Job Ad s Owner /0_-" Contractor Name PLUMBING M �HANICAL CONCRET ELECTRICAL BUILDING �,/ Rough ❑ Air ting & ❑ ❑ Footing X\ Rough Wiring 0 Top Out ❑ Heating Framing ❑ Slab ❑ Temp Pole ❑ Fire Place ❑ Re Roofing ❑ Final ❑ Sewer Pre Fab Insulation ❑ Lintel READY FOR INSPECTION ' oo Thurs. Friday SfA Wed. A.M. Mon. es G� P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy Date M CITY OF yl y4t�w c /3e4c .-441`1 d4 x v Office of Building Official r� REQUEST FOR INSPECTION 6a-7 C�/ jn Permit No. Date J ( 1 7 Time Received Locality Job dress Owner's ntractor Name PLUMBING MECHANICAL CONCRETE ELECT R AL BUILDING ❑ ough ❑ Air Cond. & ❑ irm ❑ Footing ❑ Pole 9 Top Out ❑ Heating ❑ Framing Slab ❑ Temp ❑ Fire Place Re Roofing ❑ Final ❑ Sewer Pre Fab Insulation ❑ Lintel READ R INSPECTION A.M. . ft #0,1=w � Wed. Thurs. Friday�P.M. Mon. Tues. A.M. 4AV �/Inspection Ma Final Inspection I�1C Inspector Certificate of Occupancy Date A1� /CITY OF eacA Office of Building Official REQUEST FOR INSPECTION ,s l �y .9 3 Permit No. C17 Date A.M Time Received ocality Jo Addre Owner's Contractor Name PLUMBING M ANICAL BUILDING CONCRETE ELECTRICAL g Rough ❑ Air Cond. & ❑ ❑ g Rough Wiring 0 Top Out ❑ Heating Framing ❑ Temp Pole ❑ Re Roofing ❑ Slab ❑ Final ❑ Sewer ❑ Fire Place Insulation ❑ Lintel Pre Fab e5�- O READY FOR INSPECTION Wed. Thurs. Friday P.M. Mon. Tues. c A.M. P. �� l M. Inspection Made Final Inspection ❑ hspector Certificate of Occupancy E, Date nA nCITY OF 0;&I" n� I Office of Building Official REQUEST FOR INSPECTION r — 3 Permit No. Time Date ,L/ 2 A.M. Received Locality Job Address Owner's Contractor Name MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING ❑ Framing ❑ g El Rough Air Cond. & Rough Wiring Rough ❑ Heating Slab O ' Temp Pole ❑ Top Out ❑ Re Roofing El /J3�\\ Final ❑ Sewer ❑ Fire Place El Lintel Pre Fab READY FOR INSPECTION A.M. ,{y f� Thurs. Friday—P.M. Wed. 2 4 + a A.M. P.M. Inspection Made Final Inspection ❑ InspectorCertificate of Occupancy 7— Date Date //CITY OF Office of Building Official REQUEST FOR INSPECTION / 7 3 Permit No. Date ` A.M. Time O P.M. Received X375 cty Job Addre Owner's �� Contractor NELECTRICAL PLUMBING MECHANI L BUILD NG :91 RETE ❑ Air Cond. & ❑ Rough Wiring ❑ Rough ❑ ❑ Temp Pole ❑ Top Out ❑ Heating Re Roofing ❑ Slab ❑ Final ❑ Sewer ❑ Fire Place ❑ �j sulation ❑ Lintel Pre Fab (( n��^ READY FOR INSPECTION A.M. K T Friday P.M. Tues. Wed. Mon. N - lq�� A.M. /`- �ps �t Inspection Made JU " Final Inspection Ef Inspector Certificate of Occupancy • Date -- /CITY- -O/F / _ •�- >q�-- �--�##..c /3 eal:A-991- Office of Building Official REQUEST FOR INSPECTION Date "-' / T.J jF Permit No. / TimeC� A.M. Received 7 PM .2 3 7S Job Address ocality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING HANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector mal Inspection ❑ TQ Certificate of Occupancy ❑ J/D[ 1��Z 6� M Date /n11// /CITY OF 4& Q - Office of Building Official REQUEST FOR INSPECTION Date �j Permit No. 410��/y Time A.M. Received P.M. Job Address Locality Owner's Name Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. I l -5, 3 A.M Inspection Made 1 ! ---RM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ �E+"�S Date A11�� /CITY OF /��__ �� riILCi� Beat �-I&"' Office of Building Official REQUEST FOR INSPECTION / -- CJ Date - Permit No. i Time Received S- ' v Jo dr s ✓ Loc ity Owner's Name � Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ME ICAL Framing ❑ Footing ❑ Rough Wiring _ Rough ❑ Air nd. & ❑ Re Roofing ❑ Slab ❑ Temp Pole C Top Out ❑ He g Insulation ❑ Lintel ❑ Final 7 Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. on. Tues. Wed. Thurs. Friday P.M. _ A.M. Inspection Made Inspector inal Inspection f If Certificate of Occupancy E-- Date Date i CITY OF 11�' �.� E >�+G 4akc Q�-T/f'-Sd- 4 Office of Building Official REQUEST FOR INSPECTION Date 7 Permit No. Time (TIl A.M. Received P.M. 3 -75 0� Job Adress cality Owner's Name D f� Contractor ! BUILDING ONC ELECTRICAL PLUMBING CHANICAL {{{ Framing ❑ oo mg ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel IN Final ❑ Sewer ❑ Fire Place ❑ * /� Pre Fab 'C.0-�� ADY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector - Final Inspection ❑ Certificate of Occupancy C Date i ` CITY OF tUnn''--__ ..JJ-- ant4,C /./3�-YtL� Office of Building Official REQUEST FOR INSPECTION 4(, � 792 Date 3- �f Permit No. �+ j Time Received 73� L��a�k, Job dr ssVocamy- Owner'sMa� Name Contra UILDING CONCRETE ELECTRICA P W mg C Footing ❑ firing C tel!�5- Insulation Re Roofing ❑ Slab ❑ Temp Pole _ Top Out ❑E. Lintel ❑ Final Sewer Fire Place n Pre Fab READY FOR INSPECTION Mon. Tues. / Wed. Thurs. Friday 7PM J /S A.M. Inspection Made 4 A P.M. Inspector Fin _ �- Certificate of Occupancy Date / j &��//4 �� //CITY OF fY #94LC /3eacjs- Office of Building Official REQUEST FOR INSPECTION qDate �— O 3 Permit No. Time / A.M. Received C 4 :3Q P.M. 3 .75 0 JobAddre s-� A ocality j Owner's Name W r ` e4ta—Contractor BUILDING CONCRET ELECTRICAL PLUMBING CH (:::Framing ❑ Footin Rough Wiring ❑ Rough ❑ it Cond. & ❑ Re R n ❑ a ❑ Temp Pole ❑ Top Out ❑ Heating sulation ❑ Lintel, ❑ Final [I Sewer 1:1 Fire Place 1-1/y �7� ADY FOR INSPECTION Pre Fab Mon. Tues. Thurs. Q Friday P.M. Inspection Made � P. Inspector final Inspection ❑ Certificate of Occupancy ❑ Date &l Lf-"0 SSS !f'ol= V o Sy��Cc Office of Building Official �" REQUEST FOR INSPECTION Datey 3 v Permit No. (G Time Received Job Address ^� Locality Owner's 1 / o Name lJ t3.�.` Contractor �S-R� �� BUILDING CONCRETE ELECTRICAL P MECHANICAL Framing El Footing Ll Rough Wiring ❑ Rou h Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Friday P.M. Inspection Made ( P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 11��4 �t�- /CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. / Time • 1 Received P.M. �3 7S Job Address L ity Owner's .`��/ 6&44k—. Name �/ Contractor BUILDING ELECTRICAL PLUMBING ME NICAL Framing ElRough Wiring G Rough ED] Air C d. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab 5,(� Y FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made P.M. Inspection Inspector incl El Certificate of Occupancy ❑ Date nn CITY-O/F /�,� -� •,_ 4&4a& B - Office of Building Official REQUEST FOR INSPECTION X - Date 3 — S 3 Permit No. UUU Time A.M. Received P.M. ID 3 -� S� L Locality Job Address /{ Owner's Contractor ISL M Name CONCRE ELECTRICAL PLUMBING MECHANICAL BUILDING Insulation ❑ Air Cond. & ❑ Framing ❑ ❑ Rough Wiring ❑ Rough ❑ Heating Re Roofing ❑ Slab ❑ Sewer„ Temp Pole ❑ Top Out ❑ Fire Place ❑ Lintel Final ❑❑ Pre Fab R INSPECTI (. A.M. Wed. � �C Thurs �K Friday P.M. Mon. Tues. �Ir f M. P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date t nnss'' //�CITY OF rile /3 -_T _ *d t\ Office of Building Official REQUEST FOR INSPECTION (061 Date 3 Permit No. TimeA.M. Received 0 37� J A dress l 0, ality Owner's 7 C Name Contractor LLL X BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing C Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY F INS .rW Pre Fab 0o Larn ✓� A.M. n. Tues. Thur Friday P.M. r Inspection Made ! PM. , Inspector r- mal Inspection ❑ Certificate of Occupancy E, Date n � �� CITY OF /� fQ, i akc 13�-"f Office of Building Official REQUEST FOR INSPECTION Date l • Permit N, . G/ Time A Received M. 42-375 Jo rfflress Lo alit Owner's Name 6VV-X—� Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICA Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab _ RE Y FOR INSPECTION A.M. Mon. ( )Ti e�s.CX1t'njNf Wed. Thurs. FridayP.M. ` A.M. Inspection Made Final Inspector Inspection ❑ Certificate of Occupancy Date �v� e CITY OF ff ✓ �i Office of Building Official REQUEST FOR INSPECTION Date __ V �� `_� Permit No. Time //-' 6 A.M. Received f �CJJ�../ _ / S -- Job Addre s L cality Owner's Name _ __ Contractor BUILDING CONCRETE _ E PLUMBING MECHANICAL Framing Footing RoRough Ci Air Cond. & El �hW,�, F— ReRoofing ❑ Slab ❑ Temp P I Top Out C' Heating lk Insulation C Lintel -;- ewer Fire Place Pre Fab R FOR INSPECTION A.M. Mon. Tues. Wed. hurs. Friday P.M. A.M. Inspection Made _ ��_ — _ _P.M. Final Inspection Inspector Certificate of Occupancy Date _ — I ,C, , CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ±} • ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept&coab.us Application Number . . . . . 07-00000937 Date 6/29/07 Property Address . . . . . . 2375 SEMINOLE RD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 hp 1 ahu ----------------------------------------- ----------------------------------- Owner Contractor ------------------------ ------------------------ VANCLEVE, ROBERT AIR ENGINEERS INC 3500 RICHMOND STREET 10947 BEACH BLVD JACKSONVILLE FL 32204 JACKSONVILLE FL 32246 (904) 641-2333 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/26/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r ' MECHANICAL PERMIT APPLICATION J13'� GA Date: o O Property Address: 7 3 7 f /- Owner: 960 j A N t2 J_f P C Telephone Contractor: /1 V it �eXleyyZ.4112 FA15jNePg.5 Telephone Vj_-q233,3 Contractor Address: /09�2 AeAC41 81--VO I_:J"4 FL Fax #: 1701/- 44 3a In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building ! or site,list the building permit number: C )iL Electric ❑ Gas: _LP _Natural. Central Utility Cl Oil ❑ Other—Speoify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Cr Heat _Space Recessed _�k Central _Floor ❑ Residential 0- Air Conditioning: Room x Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _ Manlift Escalator (Number) O Replacement of Existing System ❑ Gasoline Pumps (Number ❑ Tanks (Numbed ❑ New Installation El .LPG Containers (Number) (No system previously,installed) , ❑ Unfired Pressure Vessel .❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other Specify. ❑ Other–.Specify LIST ALL EQUIPMENT AIR CONDITIONING$REFRIGERATION EQ TIENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency i HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S '' i Approving Number Units Description Model# Manufacturer .?TU's Agency . : l ?l TANKS Nominal Capacity Type Liquid Serial Approving ;1 How Many &Dimensions Contained Manufacturer No. Agency II 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone:.(904)247-5800 • Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH S, 800 SEMINOLE ROAD a< ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 07-00000505 Date 4/16/07 Property Address . . . . . . 2375 SEMINOLE RD Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9942 ---------------------------------------------------------------------------- Application desc REPLACE WINDOWS - SIZE FOR SIZE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ VANCLEVE, ROBERT HOME DEPOT AT-HOME SERVICES 3500 RICHMOND STREET 1478 KATHLEEN WAY JACKSONVILLE FL 32204 GREEN COVE SPRINGS FL 32043 (813) 630-4111 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee 80 . 00 Plan Check Fee 40 . 00 Issue Date . . . . Valuation . . . . 9942 Expiration Date . . 10/13/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Grand Total 120 . 00 120 . 00 . 00 . 00 PERMIT IS APPROVED.ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'j!•=kyr , ��; 4, 51 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: us Building Department Public Works&Public Utilities Departments S. oer JF31>' 800 Seminole Road 1200 Sandpiper Lane R. Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept. PLAN REVIEW COMMENTS Permit Application # Property Address /112 S � e Applicant: — C'� Project: Review Result (Circle one): A rov Disapproved Approved w/Conditions Review Initials/Date Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information : Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. i -yy S � BUILDING PERMIT APPLICATION 2�2. p�S� CITY OF ATLANTIC BEACH RECEIVED 800 Seminole Road,Atlantic Beach FL 32233 CITY OF ATLANTIC BEACH Office: (904)247-5826 • Fax: (904)247-5845 BUILDING &ZONING 02-7 t `- 3 2 2 33 Job Address: a 3 S Sem ; v�/'a�, P'o ermit Number: Legal Descri tion� - 7 .S Z0"- }3 �t7 Z r ? � Valuation of Work(Replacement Cost) $ z • Class of Work(Circle one): New Addition Alteration Repair Move • Use of existing/proposed structure(s) (Circle one): ommercial Residential ■ If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes No Describe in detail the type of work to be perfo S S t S' Property Owner Information Name:{ Ur Uap (tel Address: =Sea M4 City State_Zip Phone -2 Z- Contractor Information: At-Home Services, Inc. / Name of Company: ey Road,Suite A Qualifying Agent. S 64224 Amil"T Address: M City ate Zip Office Phone13 -20 Job Site/Coptaet Number State Certification/Registration# O� V6 Y X Office Fax# /3 Ze, O—7 Architect Name &Phone# Engineer's Naive &Phone# Application is hereby made to obtain a pernzit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of apernut and that all work will be performed to meet the standards o fall laws regulating construction in thisjurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned fora period of six(6)months at any time after work is connnenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters,Tanks andAir Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby cert that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this pe of work will e complied with whether specified hereon or not. The granting of a ernnit does not presume to give authority to violate or cancel the provisions opray other federal,state, or local law regulating construction or rr-thee p'erformance of construction. Signature of Property Ownetl � 1 q-.� e.,ignature of Contractor: Sworn to and subscribed befSworn to andsubscribed befor me this_Day of this Day of / O Notary Public: Notary Public: !........ ......... runwnuon.nnm.uw.Nu■nuouu NCY J.PACINI J�LEXI$a OAWSON • Comm1100042JYS{ dm �'i0R11Ti .7 sor,)Om U2Ot20OY Bonded thru(80O){52,4251 ' �(plre$3/28RfJ11 • �,,.;o F°`` Florida NotaryAssn. ine.: ipip4�;.` -,__a i • 1................. DO NOT WRITE BELOW THIS LINE: OFFICE USE ONL review Result(Circle ones ` Approved Disapproved Approved w/ Conditions Review Initials/Date: MQWed%ft )evelopment Size WFTL L b U labitable Space Non-Habitable Impervious area Total Area Miscellaneous Information Conditions/Comments: Occupancy Group `• Type of Construction Number of Stories Zoning District #Parking Spaces Max. Occupanc Load Fire Sprinklers Required Flood Zone Revised 12/11/06 Doc # 2007080558, OR BK 13855 Page 1643, Number Pages: 1, Filed & Recorded 03/08/2007 at 03:30 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Rohan to: Name:THD AbHrxi MHome SeMCeS,Inc. d/b/a The a At-Home Address:P&Cobb Gallcxis Pky.W2 Homey Road,Suite A 200,pffnta,GA 30339 'DMM FL 33610 This Const. & Devi. Address: 614 E Hwy 50 #320 Clermont, FL 34711 Property Appraisers Partial Identification: NOTICE OF COMMENCEMENT Permit No. _ Folio Pio. 1(o�a�6� �51b STATE OF FLORIDA----., COUNTY OF Z.,XCn tJ:-�L� The uruiersigoed gives notice that improvement will be made to certain real properly,and in accordance with Chapter 713, Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. dexcriphon of (instate atroat address,if evadable �J 7S 0 ru M Q Generaldescriptigi of• 1.13 1 Jt LI//`or OwlikhTormation— % / Interest inProperty Name and attunes fcc simple titleholder(if other than Owner): r AS Connsotor—name and address: The Home Depot At-Home Services 6422 Harney Road Suite A Tempa,Fl 33610 Phone Number: $13-393-7000 Fax Number: 913-630-4112 Smo;ty—time and address: Leader—name and address: X72%. Phone Fax Number: Amount of Number: Board: $ Persons within the State of Florida designated by Owner whom notices of other documents may be saved as provided by Section 713.13 (lxa)7.,Florida Statues: Name and address: Iy Phone Number: Fax Number: In addition to himself,Owner designates A)At of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Staturrs.(Fill in at Owner' ) Phone Number: Fax Number: Expiration date of Notice of Corrm enceuarnt(the expiration date is I year from the date of recording unless a diflikent date is speoified). ` Grower , S4e!Lum of Owner PtdedNa=of Owetr Printed Name ofOwner Sweat to tad srtbscriliad before=o,b 'SAILA/1 T kf1!�,- 4c"41' who is palatally known to urn or rttifi produced as ide cadaq ind who did, day-0—20o. Signature of Notwy +' KENNETH C.DEAN State of Florida Notary Pte,State d Florida Printed Name of Notery: ��k/ Ve9't/ N my ems•az es June Is,2007 ('nmmiatinn Nn JRvnirwtinn L a m �= c O .. 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Application#: FL5177 A, Date Submitted: 08/31/2005 Code Version: 2004 Product Manufacturer: Simonton Windows — Address/Phone/email: 1 Cochrane Ave Pennsboro, WV 26415 (800)746-6687 MUM Technical Representative: Chuck Anderson 'm Technical Representative 1 Cochran Ave. Address/Phone/email: Pennsboro,WV 26415 (800)746-6687 chuck—anderson@simonton.com Quality Assurance Representative: AAMA Quality Assurance Representative 1827 Walden Office Square Address/Phone/email: Suite 550 Product Schaumburg,IL 60173 Apprwkl (847)303-5664 webmaster@aamanet.org LNIXE Category: Windows Subcategory: Fixed WdRrAM Evaluation Method: Certification Mark or Listing Eno Referenced Standards from the Section Standard Year Florida Building Code: ANSUAAIVI A/NWWDA 101/I.S 1997 2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: http://www.floridabuilding.org/pr/pi_detl.asp?IPT=5177&RV=O&f n=ROSrch 10/24/2005 Florida Building Code Online Page 3 of 4 Fixed, 08-09 Reflections 5500, Prism Platinum, PL ultimate, Generations, Impressions 400, 08-09 Vinyl Casement Impressions Fixed, 80x60 DP = +/- F- 5177.4 8-09 800, Sears R55 96x72 DP = +/- F- 300, R40 80x60 DP = +/- F- StormBreaker, R55 Non - Impact, Not for HD @ Home use in HVHZ. Services 6100, HD @ Home Services 6500, Luminess 4500, Vinyl Casement Fixed 40-06, THD @ 40-06 Vinyl Fixed, 96x60 Home Services DP = +/- F-R45 48x60 DP 5177.5 0-06 6060, Profinish = +/- F- R50 Non-Impact, Builder, Luminess Not for use in HVHZ. 500, Vinyl Fixed 40-17, Profinish Contractor, 40-17 Vinyl Fixed, 96x60 5177.6 0-17 Profinish Master, DP = +/- F-R35 96x72 DP Luminess 700, = +/- F-LC35 Non-Impact, Luminess 800, Not for use in HVHZ. Vinyl Fixed 40-40, Reflections 5050, Reflections 5300, 40-40 Vinyl Fixed, 74x60 Prism Bronze, DP= +/- F-R50 80x48 DP Prism Ultra Gold, _ +/- F-R50 96x72 DP = 5177.7 0-40 PL Prestige, +/- F-R40 74x60 DP = +!- Impressions F-1350 80x48 DP = +/- F- 400, THD @ R50 Non-Impact, Not for Home Services use in HVHZ. 100, Luminess 500, Vinyl Fixed 75-09 waivers to 75-75 75-09 waivers to vinyl Fixed, See attached 75-75 waivers. 60x60 DP = F- 5177.8 5-09 waivers to 75-75 Impressions LC50 72x60 DP = F-LC60 9800, Vinyl Fixed 6x72 DP = F-LC45 Non- Impact, Not for use in HVHZ. 75-75 Vinyl Fixed, 60x60 75-75, DP = +/- F-LC50 72x60 +/- 5177.9 5-75 Generations Vinyl DP = F-LC60 96x72 Fixed _ +/_ F-LC45 Non- Fixed Impact, Not for use in HVHZ. Next http://www.floridabuilding.org/pr/pr_detl.asp?IPT=5177&RV=O&fin=ROSrch 10/24/2005 72" MAX. OVERALL HEIGHT J� 3 3 ---1 0 0 0 3 'a 0i 3 0; X 01 3: '0 3 or a LA C) 0 ? 0 Ch :1 Ln a 'M Lq 0 C) Q. 12' MAX. SPACING TO I., 5- ir 6" - MIN, EMB o 9' 3 3 �3 7 -1 2 6- X C 3-. - - �9 ' !.' N .3 -I , , �D -�: 3 -.9 -C C) o- Z 2 Z g c' a MIN. EMB. 'M tz) C) 3 v & a 3 x 0 3 3 3 0 5- 3 2 a, A 3 C� 3 3 0 Q a, Z.121(MD n 3 �u Z 3 Q 0 M o 0 01 a A 03 2002 ANCHORING CROSS SECTIONS 9 Simonton Windows Lyndon-1..96kfidt. 2 FOR IX BUCK TO MASONRY One Cochrone Avenue Florida P. E. No. 43409 Lace Dri�e Pennsboro, WV 26415 19506 French 0 FIXED PH. 800.426.2249 Lutz, FL- 33558 n VINYL WINDOW PRODUCT APPROVAL Product Type Detail r Ir -Ir e ^ Ove ti ew Product Search Or nizaton Product SearcF Ap lication ■ User: Public User -Not Associated with Organization- ■ r r ■ Need Help ? w•�• Application#: FL107-R1 Date Submitted: 06/01/2005 Code Version: 2004 ......_...._.._......._. Product Manufacturer: Simonton Windows Address/Phone/email: 1 Cochrane Ave Pennsboro,WV 26415 (800)746-6687 • s Technical Representative: Chuck Anderson Technical Representative 1 Cochran Ave. Address/Phone/email: Pennsboro,WV 26415 (800)746-6687 chuck-anderson@simonton.com Quality Assurance Representative: AAMA Quality Assurance Representative 1827 Walden Office Square Address/Phone/email: Suite 550 Product Schaumburg,IL 60173 - Approval (847)303-5664 webmaster@aamanet.org -' Category: Windows Subcategory: Casement Evaluation Method: Certification Mark or Listing LEReferenced Standards from the Florida Section Standard Year Building Code: ANSI/AAMA/NWWDA 101/I.S.2 1997 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: http://www.floridabuilding.org/pr/pr�_detl.asp?IPT=l 07&RV=l&fm=ROSrch 10/26/2005 Authorized Signature: Chuck Anderson Chuck—Anderson@simonton.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID 107 R1 1 01 41006 OlTriple Tmull.pdf PTID 107 R1_I 05 50949 O]Triple.pdf PTID_107_R 1 1 55130_01.pdf PTID 107 R1 I S-105R2.pdf PTID_107_R1 I S-130R.pdf PTID_107_R1 I S-153-1.pdf PTID 107 R1_I_S-154-1.pdf PTID 107 R1 I S-188-2.pdf PTID107R1 I_S-189-2.pddf Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 07/29/2005 Date Approved: 08/24/2005 Date Certified to the 2004 Code: Page: GO Page 1/1 pp/Seq Product Model #or Model # Name Description Limits of Use 08-08 ProFinish 100.50x60 Integral Contractor; Mulled triple Casement, ProFinish Master; 3/4" insulating glass Luminess 700; fabricated from two 3/32" 107.1 08-08 Luminess 800'_ clear annealed. Non Vinyl -Integral Reinforced integral Mulled triple mullion. C-R50 = DP +/- Casement 50. Non impact, Not for use in HVHZ areas. For sizes up to 36x66.875 or 25.375x80 Casement, insulated glass 08-08 Profinish ill be fabricated with two Contractor, sheets, 1/8" annealed. for Profinish Master, sizes in excess, and up to 107.2 08-08 Luminess 700, a maximum size of 36x80 Luminess 800 the insulted glass will be Vinyl casement fabricated from two sheet 1/8"tempered. C-R55 = DP +/- 50. Non impact, Not for use in HVHZ areas. 08-09 Reflections 5500, Prism Platinum, Private label custom (ultimate), Private label 105x51 Integral mulled 7500, triple casement, 3/4" Impressions insulated glass fabricated http://www.floridabuilding.org/pr/pr_detl.asp?IPT=107&RV=1&fin=ROSrch 10/26/2005 9400. with two sheets of 3/32" Impressions annealed glass. Non- 9800, Sears Reinforced mullion, C- 9300, R50= DP +/-50 Non- HD@Home impact, Not for use in 107.3 08-09 Services 6100, HVHZ areas. HD@Home Services 6500, Luminess 4500, Vinyl integral mulled triple casement Next , veri5aya CO nIT�i gatuFb� _py_pht and Disclaimer;©2000 The State of Florida.All rights reserved. YERfY http://www.floridabuilding.org/pr/pr_detl.asp?IPT=107&RV=1&fm=ROSrch 10/26/2005 80'MAX. OVERALL HEIGHT J' t r I:.,• a 'a' x0 F y n O �� • > a •o _ � n �y � a � •n o � �a o a o uN m f 3 0 o c 0 Z I n 8.� Z y 5^ F 8• J "1��J• IIA t 8 0 h2 N a It m V Q N O n �Gn m n^> » o n' o- - 3 �oi o ,'• Qi � Naz C n - • o = n N 3 e ` o i ti 3 Z. n m v o a .� s 3� o +• S n � � m 0 x C a • a o 0 0 � � * � �x n F• S .7 io $ 1 � � C �m O � _ z a l�ia � � a � V3a g �� e v S • u� 3 'i a' � c 3 0 5 • S a m $ rn a b " • D e r mm = q L I.1 m F •G Au u _ 2002 mi I dt 4 d ANCHORING CROSS SECTIONS Strnonton Mndows } x n �I FOR`z 1x BUCK TO MASONRY One Cochrane Avenue Pennsboro, WV 26415 FT; 4r- �o CASEMENT PH. 800.426.2249 18$d8_F,rench L°ce'QAw-•' I_ 8 f r ons VINYL WINDOW �{i(sr;pr••33668;G vAt4 c-Lcg(E +_ES l o ep%)ce OSS ICON S'• I • R 3 WkLC. 7M-"r (5EE Pt.4N) W/ W 2 W3 w4 WA 4L it SEt P44W rO�C TOP Of WAa OW> ,APP)?,9X. f/N 4re,�F �rG. /&51HF rezwr.) "�" To 5 7-5 5#5 3#5 . ._� KAY Yes YES No A/D HO,Q/Z. xw/Nf. "7A-111114 ►y,4u - fiu Aa e--ELL-s' Saute vs�/G2ouT z Z P W,4 70 G7R. '�DWL. 5104G/Nlr ?D LIP M,41Gf1 AA151& 817 pVE0 CITY 0 PAR AN; IC �! 13UIL.OING OFFiGE- JUN 0 71 3 try. • - 3'' coVFd lair✓. SAF PLAN „ M XI'L ?aP OF F::Tl,. 4 l2 fo5 z -3 7 r 522 579 VAN GLEVS MIES I DENG IE MA4it4 IMUSS SvIPP62T ® MkS0NfkY WALL �•20 •�3 L3 x8xYsx 4" W/ oPoxY,4�Ncx�- /z"o ,45a7 44G -rh`.esdva EPox f ANct7r EiL1BE0 .r"M/N. J�/ I -%z" xlo"4A G ScAr WS. ///4-7/ ff/T C'/6,D A519,6--51 YE C"AL✓¢N/2FG ilk I "I i - _ • e 1 4" `►��x 1/4" F3 T7— _N N I, I 4° 6,K%2 x lo" w/ EPDXY � '/'"cx(�" LSC �. _••i1•- t4 G?ov At:l� '7 12 579 a 3 7 `133 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �' T 19 13 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM:tlr" fl eGk(�, MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME ADDRESS: o�37s l6a4v►',n�-c RFD-BOX- BLDG. FD BOXBLDG.SIZE BETWEEN: RES. ( 1 APT. ( 1 comm. ( ) PUBLIC ( 1 INDUS. 1 1 NEW ( 1 OLD ( 1 REW. ( 1 ADDITION ( 1 TRAILER ( 1 TEMP. ( � SIGNS ( 1 SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS C913 COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY o� S EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 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. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. AVER 600 V. NO. KVA I NO. lKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEESDO CITY OF ATLANTIC BEACH FLORIDA L Approv*d by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 6,-7, 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. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME O�Qet c.l1 Clf. ADDRESS: d, 37!� lRFD-BOX- BLDG. FD BOXBLDG.SIZE BETWEEN: RES. (v APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( ) OLD ( 1 REW. ( 1 ADDITION ( 1 TRAILER ( 1 TEMP. ( ) SIGNS ( 1 SO. FT. SERVICE: NEW VI INCREASE (`'I 1 ) REPAIR ( 1 FEEL CONDUCTOR SIZE AMPS Zo COPPER ( ) ALUM. 1 /s-, `O SWITCH OR BREAKER AMPS PH �5 W Qx3QVOLT CoJ e- RACEWAY _ 3 O - EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NCO SIZE j NO. SIZE 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 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTALFEES 33NKIS3?1 3AI�3 Ndn «1; 6 <<5—�6 l iv O� N0 J1 1HOno0jm Iv \ co GNOJ.38 3Nno O -0 Z Frl a S��u� 3Nno ONUS JO 100J ld 7\VM GNV 33NIJ �l N0J1 IV 1HonmiM )\VM3A180 1 ONO.38 3Nf10 O u FTI .70 , onv z ao� o DNia-uns JJOa38 DI1NV11V 30 Alla a3AO8cled d f 1� r a (silly MAY - 3 1993 Building and Zoning STRUCTURAL DETAILS MODIFIED ON FEBRUARY 8, 1993 FOR VAN CLEVE RESIDENCE ?'§--SEMINOLE ROAD ATLANTIC BEACH, FLORIDAAPV PR � -0 CITY OF ATLANTIC SEACtI BUILDING OFFICE JAMES W. DUPREE III ARCHITECT 2 .(o �� 3 to, ' V � i W. /V,52 I[. f�JPOV/OE sP��/A� ,JasT ,�/,4N1 C-PS �� GoND/T/oNs 1yNE,�E ..b/sTs / ,52,5 7 • T/Nl� Y ,4a-5 A AWla C eF. ff LL /NATE2/�/L OXf'O55r0 Tv SAG K4N/Z11/a 1'::r1N/S/T 720e.�,-h' IVAN4/F14c7-el 5C-S• pA7.4 ON F/N/SH QF�B'9� arm 522 579 f, N 1 EX 112 F3AND &� n vy� 2xlo�24 PIPE GMR oN OAL.V, T IWETS ' & EAeH GawHtN. C76N7'9 J o;NT5 L A Z/ 6M8�D oN Go�.vMNS. 9 x !2X12 w� /2X/2 CONE R'EK ww - X/'&,'06A i2"x3��,X3 �4pTG,. S9C FLAN �oR F7C�. S�cT�©N S1 2�t Form 522 579 tGv �TgL WN"IT K L)C1-110 NO775 % Coogrl r-INISNC0N"llr?OL LIN E WArC-RP9Wr— N6 9,5,�T s 59'5 AezA oc-rA14-s � N /QNx Q¢N CO/VG.-r/g 4gAM , • i 7Yl- QST c.. HAN4ER QALY fx /0 0 Z4, 11is /z"M,45:. WAC. W/ .1157egy. e4Ae 154-4e vv/ VA/2 ��u-- /61T f! � S7_ TLz�c . 8 FFB'93 Form 522 579 A u J CONC. COLUMN 'Z« WOOD PECK To S�G7: 52 �• SAG K FILL i . fZ" MAS: WA.CL. SEC _ �Pf Kai(. Flt . GRADE. S EGT 10 N �3 3i Form 522 579 will 00 Sft/ z 4" 4f2ou7— -SOC/0 -d5 OWL LZ 29 Sec-,TION S4- Form 522 579 #5 MrzT, s � FLAN Fri i.t>'-ATiCN /• C-�12A0� 1N� Wt.4 x W1,4 WWF N 5 DwL C�' VE277, REIN F. Io" EF FdN. t , tom" 12- X 24-"x C,o H T" FTC,I. • Cr:Ntf5R t-T� vNoe9 WALL OP, COLUMN EXGEt'r Pe5 �ibwN O�{ FLAN. SEGT I O�E S 7-LrPIcAL WA" r`C071NG DSTA/L � 3 Form 522 579 4 32= lo" a • • Q � -i API:2ED .30157- seg oIsTSES Form 522 579 CONC. COLUMN 2 N woo 0 Dr..Gk: i i X/2- S.E8 o • F:Ot2 2xlocD2¢" Lo��t7roN � , �y�4NCp,ER,�A4Y, Puc.r-- Foi2 I SEc-�io N -r�-RL( t!�A 5-` WALL, 3; RAY F3 X73 �3 Form 522 579 O P JD157 HA�Y��K�GAY, i 8 x l f r-E-3cNo Garx"i v Form 522 579 � a C3 -VC J o tsTs r 1112x, (2 t✓LL!S ,� — �x L'6 SONG -EAM -7 fir:, gig q Form 522 579 -pre Jolsi p GK�NL GA-V " PEEK 34" 3,2 77, �y \ IA,.EF-,, 8�dn i 3S Form 522 579 �� S�yolvo x SEc�'ioly SII Form 522 579 2" yVcoO �'Loc� D�G�cc 0 40., BI, Yorud SfrGTi�h( SI � �-o brm 522 579 A r GdnlL. C-�I.UMf4 2"wOOP 13�`lO14 0 EXT�+z�ory QEc.K-- r j • 1n B�oc.�t�1,G 51:vTto►� s i3 orm 522 579 X&" LAA "M / Sc2E�rv,, Gt�51C Farm 522 579 i Ott `? WOOD 2 - lo 4--� rz Form 522 579 2 �-� WOOD FLDOR. PECK- Z�(o (>7' pEGK 1 (4 / I 4-X 1Z Form 522 579 i �� prn�uuNU x-21 10`` �SEC�TION 17 �J Form 522 579 i u 54�ca a � 2 Woo v nvo)t:::- l ' 1 - ' fes_ U �l T'Yf' JD/5T — p 4� form 522 579 VP O � 631 6 4xrz .30,sr o 13 M z SNrti� AS IZF--YV t, 28x&) WN,1, 09AM Tye �olST r S E CvNG, Fr2AM E S��-i'►o�t �I`� Form 522 579 C ------- 2-10 0 520 • _� !�3-Iv C 5 2 I 10 TPIA AS' IREv'J T 1P. Ja�sT o�s�''�s' "X . 9"mAS, tv,4. 5rr IR-144 T.-C,e, SECTION S 2v St.GTlU� S�: I 4 IC5IV 5lc�e.A319 Form 522 579 c ` JAL(. G4LL5 �vv,E VORZ 77 C VO F14 L, 52=lo" • u � r 5EG7'!OP( S'Z2 41 Form 522 579 0 - 2 P=� Dc-,::K &'AKD M NY y r SE CITION S Z 3 sa Form 522 579 Y. i 24wooO RdoF �c�. 71 Qj t 53-►0 OF�K 2 I o \ Oo x/Z.�1115T' �� l2 X Gr�h'C. Q�AIh C'4)Nc, Co c VM u 5 5 CTIOM x'24 s� Form 522 579 3 ,r- ft �Cfl - Ic ta2X Is W WO A.R (2 24-"`/c y 2X - P.dhi/T/olY _ -� I Z"x 2 4.1' CNG r3��►tit SECTION ST5 -5-21 Form 522 579 CDhC *?- COLON' . -#L� Yr 3 -rl r-- s • C2 1&)(,Z4- 0-*6 & (4- 6 v F54PT- o • • G3 Z8 x Z44- �24- 7 lie • MAM1',&N 2� GvvErLAT PoWhSPJ�tS . G4- 'ZOx I'Z �3 TIr�S C 1'Z arm 522 579 5i Geo �3 x 3� ieREG�.AK MIA8 S v c-z7 3Tl=-s e lZ -' #3 TIES z , e O e e • �� rorm 522 579 PSR-3844 6838 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ -------- LOCATION INFORMATION -------- ermi t Number : fl-8 3 8 ;ddress : 2315 SEM!14�'LE ROAD t PermiType PLUMBING ATLANTIC BEACH , FLORIDA 32233 lass of Work ., NEW LEGAL DESCRIPTION -------- - t_onstr . Type : WOOD FRAME 7,-t : Block: Section: Froposed Use: SINGLE FAMIL, Township -, RNC: 1)wel lings I code - Ubdi vi Sion ' ..stimated Value : 01 lmprovCost , nn Totq ! Amoui $74 . 50 OWNER INFORMATION ---- APPLICATION FEES ----- - PERMIT 874 . 5,-, A d,j 237fr, -_'FMIN,__,LE WATER IMPACT FEE kTLANTI BEACH , FL`R!F , FEE'� 1, {'904 )825_-1WATER METER RADON GAS-H . R . S , CQNTR4CTGR INFORMATION RADON 1-AS 7T-' NT, Nw. WATER TAP 1)n . !,LIPS PARKWAY SEWER TAP TLLE , FLORIDA 32'25' HYDIRAULT"', SHARE Type ' 2 CAPITAL IMPROVE , ?EC.,H_ TMP,;iC'T SEE ar, NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. VALIDATION tqE.. 05/21 /93 ATLANTIC BEACH BUILDING DEPARTMENT T114E' 01-2 PV $74 50 By: TOTA1. TENON CITY OF A'T'LANTIC. BEACH APi-LICATION FOR PLUMB NG PERMIT JOB LOCATION - -- OWNER OF PROPERTY : BUILDING CONTRACTOR: Q Inn � v PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: _3 STATE LICENSE NO: }}}--- - ------------------- TYPE OF BUILDING: SINKS _-_-_-SHOWERS ------LAVATORY _--__WATER HEATERS ------BATH TUBS ------ ______DISHWASHk:RS ------------URINALS ----- _____ DISPOSALS --__ _____CLOSETS C -______-_-----WASHIIIG PiAC}TINE � ------------FLOOR DRAINSs --------SHOWER PANS OTHER TOTAL FIXTURE ` _3UNT: - Y INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 I i i >' DEP Florida Department 9� > r- RAL of-Natural NOTICE TOTROCEEI) Permit Number: DU-134 Permittee: Permit Expires: March 12, 1994 Robert B. and Sarah T. Van Cleve c/o Ms. Holly Hoover Terra Torria Company 2438 Burgundy Court Ponte Vedra Beach, Florida 32082 You are hereby granted final authorization to p~o=;d with the construction. or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Open wooden decks, open wooden cantilevered deck, exterior st irs, and wooden beach/dune walkover. Project Location: Between approximately 310 feet and 385 feet north of the Department of Natural Resources' reference monument R-40, in Duval County. Special Instructions: Preconstruction conference required. Questions regarding the permit or this notice should be directed to the undersigned at: Division of Beaches and Shores 3900- Commonwealth Blvd. - M.S. 310 Tallahassee, Florida 32399-3000 Date of Notice Robert M. Bran , 7 ., Engineer Telephone (904) 488-3180 RMB/pt cc: Permit File � �� Permit Information Center Area Inspector APR 14 1993 Property Owner Building Official Building and Zoning DN7?F.-73-131(04,91) Post Conspicuously on the site 5 _ Iv a0"! 1 LA. SO z. .. t19�gao Pl 1A C°.69 l ri o p. A yea �t r��1• \�. . M Y� V, •19 " 03 1 S d � v m 14D \\ 0 • 00, , o v� frees to re ^ a trees m main 0 trr. of 5 ft frLst be barrica S", srr�cades�u the trunk Bded \'` � \\� S��J �"' `"•` be s of nd remain in stagedR9 aBfF�RE construction, place fur/8 a d as Nitea �" - _ Date /2 O L51 \-6 L \h \ 1 QL L 0 IkL o \ csl a J \ � 1 OW14ER BUILDER PERMIT AFFIDAVIT State of Florida ) City of Atlantic Swacts > BEFORE MIEthe undersigned authority, personally bpp&arvd SRKIQLy__ /__IClC ---------- who upon tis sit taring duly sworn, deposes and sayss H_Z- _f/,9/vCl-E(J and the legal owner of the following property _ Subdivision �PC: ,b� Block Lots AMA C---.,_�__ mf.t�C�/ I aim applying for a building permit pursuant Lo tbo Owner Builder exemption not forth in Florida Statute, Section 489. 107. Florida lav requires that I have been providird witty thw following DISCLOSURE STATEHENTs DISCLOSURE STATEMENT State low requires construction tc+ be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as: your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or imprQve a commercial building at a cost of $25, 000. 00 or lees. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within one year atter the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction muni be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant s:ayeth not. Property Owner Sworn to and subscribed G •-�•�___thin '_------ qday NOTARY PUBLIC H C on Ex iress �i, AMOINE 1 'IIJT AR STATE 'OF FLORID �NETTE MY Comm Exp,g� / RIDA COMM'�4`,P ?? /27/96 �M7 FLOODPLAIN DEVELOPMENT INFORMATION Type of De velopment: ` -�� . E-"K--A Aq 1 Ly ------------------------------------------- Flood Zonc __---_----`-v -------- Required Lowest Floor Elevation= Z ) If building is located within a flood hazard zone, a survey wust 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 icsuence of this permit is contingent upon the above information being correct and that the plan© and supporting date 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. � Datec; Appliant's Signature��.�1 ------------------------------------------------------ Department Use Required Lowest Floor Elevation ----------------- As Built Lowest Floor Elevation Survey Filed Filed with Building Department Building Departmc?nt Rcpres4entativo i'aElE-' 3 CITY OF _ 800 SFMINOEACH,FLORIDAROAD ATLANTIC BEACH,FO5802(133-544_ ----- TELEPHONE(904) - -- -— FAX(904)247-580 January 18 1993 Df . and Mrs . Robert Van Cleve 3500 Richmond Street Jacksonville , FL 32205 Re: 2375 Seminole Road Dear Dr . and Mr-- - Van Cleve at a height the guardrails constructed department . to have , is approved by this C Your request � uardrails . instead of the rn qu a d 41 formation regarding g of 36' P our oP Q Thank you for Y at 247"88x6 . L( lease contact me Ct if you have any questions i\ncerelY He, � THS InteF Ford' _. Jos D0 C . Building Official Inter JEFF DCF/pah Neph cc; City Manager ARTH CHAR Ophth JEFFR Pediat, JEREM' HILLEA1 LILIVE I MARY E Urology WALTER Administ RONALD h � '75 CITY OF --- ��t�°�ustCc 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 December 21, 1992 State of Florida Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, FL 32339 Attention: Bob Brantley Dear Sir: The plans and specifications submitted by James Dupree/Mr. and Mrs. Van Cleve/ for a single family home at Part Section, 32, Township 2 South, Range 29 East, Duval County meet or exceed all building and zoning codes in the City of Atlantic Beach and will be permitted pursuant to a D. N. R. permit for construction seaward of the Coastal Construction Control Line. Please call me at 247-5826 if you have any questions concerning this project. 94 ncere y, Don C. Ford Building Official DCF/pah cc: City Manager Dr. and Mrs. Robert Vancleve James Dupree VAS F,-(1 F, �Z 1'-,S r,DE � (" vA /LDQA- ! LS.. S cr S _ C , yr r- /.S/7 UsT- 3 '6 * 3 '6o v s T !�`X r/tir.pT- otNr or ,eoor 10 D `� • TREE REMOVAL SECTION A APPLICATION MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE ?'SEETINC: 1.-DR Ic MRS -P�,OBEp-F ' y B1VRrt�e VAN G�J� RIGNMOtJD S� JAX/FU Ttlephor� 2. `"� �v 5 0 t/- F So 0C F�c� @ I tit M A OfLL`! SOvf�-) I.ocaflon ar Tree Remove/ ARW*W of SECTION B (To be WwoeW an exp`� oft SW'atkh�prom*owrw resa ntta�k�aud.: •oo� t.Wttat chat W are p WOW b the above repec ied stle4 CoNc- wcPc-)ti1 2.Who E3 the purpose of these propowd d ? UTI L%r/ of stI-c- �sSIofrJc6 3.Sp"km prod jor remove!as kUM: r C�� cioop TREE COUNT SPECIES. SIZE WH x H �o•J n o+v � EK1tiTj CONDtT'ION ' c�'`sgA 6E �o uM v ca 2i S - a� �LX41 cs,� 3 UVE oat sem �R4c�M r 3Z 4EALr��/ ��l UPPED 3 RED 'Brxy z "QAt-n4-1 ) I -roPPED l ErvE2iL OUIC pAMA�ED 4.Will these meas be robcated on the m. proper? A�EM13T \J�tL j3E. CAL'yt3L�SE. Y(sLkAS wIT--1 D3N < tl - Z iNcNES , �o ��E,rL tJo WAa"wr-j or svcC�iS cats Trlr-- . S.It not.wK mplownent trees be pbntsd? -7++ea�(-- F-`k1 s 3 Cicf7a t,3styE- -Pie stce- B-i c.AaG4S� Pa U`'} l p I,& lEx P"Ec- -V n 'VJ O{ t,1 v j7 E�2 N a Mle*)r LADS D� c.or3dA�t Pa-m Dut2lk3S C_o►JS�.uc-PUry w�� ism " IT 7 Gy 6.Spedly proposed ropWcement trees as iotbws: tJ A(v Ivo L ON 5�epti rJri.�/ -e T>vLA M t3rte-/ t7 i TREE COUNT SPECIES SIZE 06H x HEIGH 7.Allach silo plan. (S KI P'svc,rlr,%i4,,, mr)cr ,, of r7 roPi►•� SECTION B - ( All other Applicants) 1 . Property Zoning: 2 . Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/ DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f ) Trees to be relocated should be clearly marked q ) Location of any proposed replacement trees h ) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas J ) Show location and type of tree protective barriers k ) Location of utilities, accesses and easementsi. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beach . - — &/9 z- Owners Signature Date '--��W1.b �b22r►� CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and T�e� Temoval P raf E aS IV rte Cons©ry l�ti ontoBoa, must be barricaded ii a minimum of 5 ft. frcrn the trunk of each By 66 -) Date t �/'�' v tree. Barricades rpusL to installed BEFORE site clearing and remain in - hases of construction." Tree Conservation Board Desig Date NOT F : "Tree Protection for builders and Developers" is ,lvAi I a h I e at; City Hal 1 or from the Division of Forestry . iz719 West Beavor Street, Jacksonville, FL . 322220. ( 781 - 1.434 ) TERRA TGF= 2438 Burgundy Court * Ponte Vedra Beach * Florida * 32082 (904) 285-0654 DATE: 3 February 1992 PRLATECI': To map the vegetative ccnmunities present on the Van Cleve residential property and produce a tree survey of all trees with a diameter at breast height (DBH) of 6 inches or greater. SITE DFSCRIFIrION & EXISTING CONDITIONS: The property is located between Seminole Beach Read and the Atlantic Ocean in Section 32, Township 2 South, Range 29 Esat, Atlantic Beach, Duval County, Florida. The lot measures 75 x 624 feet and is predominantly vegetated by historic maritime live oak forest. Other significant vegetation includes cabbage palmetto (Sabal palmetto) , saw palmetto (Serena repens) , American holly (Ilex opaca) , red bay (Persea borbonia) , Yaupon (Ilex vcmitoria) , magnolia (Magnolia grandifolia) and fetterbush (Leucothae sp.) Several oaks in the southwestern portion of the lot could not be further classified since they had dropped leaves, however, they are probably laurel oak (Quercus laurifolia) and not live oak (Quercus virginia) . METHODOLOGY: The site, from - 20 feet east of the Coastal Construction Setback Line �CCS ) too feet of the western lot bou dary, Kwame suYivic ed into72tl"ques is each measuring 25 x 35 feet to form a 75 x 315 foot grid. The grid intersections were flagged for ease of measurement and constant visual reference. The grid was measured with fiberglass tape and rectified to the X-Y plane and topo- graphy depicted on the lot survey produced by All American Surveyors, Inc. and dated 23 August 1989. Over 250 trees were measured to determine DBH. Each tree with a DBH of 6 inches or greater was flagged with tape. The tape on each of these trees is labelled with the tree number from 1-139 and the DBH for future reference. RESULTS: There are 139 trees on the subject lot within the mapped area with a DBH of 6 inches or greater. A listing of these trees with quad, tree type, DBH and x & y distance in feet from the survey beginning point of reference and tree survey drawing acccupanies this narrative. AripGNDu1� tt Jq Iq'% _ TAV-t£ ADDt PONAL QvrJOF,pTS 32.. V elzf- T-M 5<<�rtt., aF 8ean,Q�w�►t.�. Co C7tJG� r->et-v- '1a F36Ac►+. 749F-6-- ,esmL 13 'TREE, "JITH i Z ata�►sy cro gtS.Ac,E PALm S w t" '0I6" of q"- 2d" AcAD 1 ►..tv� oAl� of D�3H 17.rf. Tr VV-R BARE NCS -'(Rees iP4 Q%3AT�l 32. 2<0 7 TREE SURVEY LIST L - live oak * - Damaged C - cabbage palmetto + - Topped by lightening H - holly b - Bifork F - fetterbrush M - magnolia 0 - miscellaneous oak B - red bay Quad Tree DBH( in) X( ft ) Y( ft) Quad Tree DBH( in) X( ft) Y( ft) ---- ---- ------- ------ ------ ---- ---- ------- ------ ------ 1 L 1 9 .5 19 . 5 3 . 0 8 C 40 9 .5 253 . 5 5 . 5 1 L 2 11 . 0 18 . 5 10 . 5 8 M 41 6 . 0 262 . 0 19 . 0 1 L 3 10. 0 19 . 5 6 . 5 8 L 42 6 . 0 261 . 0 3 . 5 1 L 4 10 . 0 14 . 0 10 . 5 8 + B 43 7 . 0 277 . 0 19 . 8 1 L 5 11 . 0 18 . 5 7 . 0 9 L 44 6 . 0 283 . 0 1 . 0 1 L 6 6. 0 28 . 5 13 . 3 9 L 45 6 . 0 288 . 0 6 . 5 1 L 7 12 . 0 33 . 0 17 . 5 9 C 46 10 . 0 293 . 8 2 . 0 2 L 8 9 . 0 38 . 5 14 . 0 9 + L 47 9 . 0 303 . 0 12 . 3 2 L 9 6. 0 45 . 0 4 . 5 9 + L 48 6 . 0 303 . 0 16 . 5 2 L 10 9 . 0 46 . 3 8 . 0 9 L 49 7 . 0 315 . 5 3 . 0 2 L 11 10 . 0 59 . 0 0 9 C 50 11 .0 311 . 3 25 . 0 2 C 12 15 . 0 63 . 5 29 . 0 11 0137 6 . 0 7 . 5 40 . 5 3 C 13 13 . 0 98 . 3 8 . 5 11 0138 6 . 0 16 . 5 38 . 0 3 L 14 8 . 0 92 . 0 12 . 0 12 L126 8 . 0 65 . 0 36 . 5 3 L 15 6 . 0 105 . 0 18 . 5 12 L127 12 , 0 65 . 0 35 . 5 3 L 16 9. 5 93 . 7 25 . 0 12 F128 6 . 0 48 . 0 43 . 0 4 L 17 11 . 0 127 . 5 12 . 5 12 C129 11 . 0 42 . 0 61 . 5 4 L 18 10. 0 129 . 5 14 . 0 , 12 0130 10 . 0 44. 5 69 . 0 4 L 19 10. 0 138 . 0 10. 5 12 L131 6 . 0 51 . 0 72 . 5 4 C 20 14 . 5 136 . 3 23 . 0 13 L108 10 . 0 96 . 0 41 . 0 5 L 21 11 . 0 158 . 8 12 . 5 13 L109 7 . 0 96 . 0 43 . 0 5 L 22 6 . 0 161 , 0 12 . 5 13 L110 6 . 0 96 . 5 45 . 5 5 L 23 10. 0 161 . 0 18 . 0 13 L111 6 . 0 95 . 0 49. 5 5 L 24 6 .0 171 . 5 15 .0 13 L112 7 . 0 93 . 0 49 . 5 6 L 25 8 . 0 179 .0 1 . 5 13 L113 8 . 0 90. 5 48 . 3 6 L 26 6 . 5 176 .5 11 . 0 14 L102 7 . 5 127 . 0 48 . 0 6 L 27 7 . 5 185 . 0 6 .5 14 L103 8 . 0 130 . 0 44 . 0 6 L 28 8 . 0 190. 0 1 . 0 14 L104 6 . 0 136 . 0 49 . 0 6 C 29 12 . 0 194 . 0 11 . 5 14b L105 14 . 0 128 . 5 35 . 0 6 L 30 7 . 5 204. 0 15 . 0 14b L106 13 . 5 126 . 0 27 . 0 6 L 31 6 . 0 203 . 5 16 . 5 14 L107 11 . 0 112 . 0 30. 0 6 L 32 8 . 0 202 . 0 1 . 0 15 C 94 13 . 0 159 . 0 37 . 0 6 L 33 5 . 5 210. 0 9 . 0 16 C 85 16 . 0 207 . 0 49. 0 7 C 34 10. 0 216 . 5 13 .0 16 L 86 10 . 0 197 . 0 40 . 0 7 C 35 14 . 0 220. 5 4 . 0 16+ L 87 7 . 0 196 . 5 40 .0 7 C 36 10. 0 225 . 0 14. 0 16+ L 88 11 . 0 196 . 0 40. 0 7 C 37 12 . 0 231 . 0 24 . 5 16 L 89 6 . 0 200 . 0 34 . 0 7 L 38 7 . 0 240 . 0 12 . 5 16 L 90 7 . 0 185 . 0 38 . 5 7 C 39 12 . 0 242 . 5 25 . 0 16 L 91 10 . 0 182 . 5 33 . 5 16 L 92 12 . 0 187 . 0 28 .7 16 L 93 12 . 0 175 . 0 35 . 0 '-7 Quad Tree DBH( in ) X( ft ) Y( ft ) Quad Tree DBH( in) X( ft ) Y( ft ) ---- ---- ------- ------ ------ ---- ---- ------- ------ ------ 17 L 68 6 . 0 238 . 5 30 . 0 27 C 74 12 . 0 223 . 5 60 . 0 17 L 69 8 . 0 230 . 0 36 . 5 27 L 75 6 . 5 221 . 5 73 . 0 17 C 70 12 . 0 225 . 0 31 . 0 27 L 76 6 . 0 219 . 0 73 . 0 17 L 71 8 . 0 215 . 0 44 . 0 27 C 77 12 . 0 230 . 0 67 . 5 17 C 72 12 . 0 216 . 0 47 . 0 27 C 78 8 . 0 236 . 0 66 . 5 17 C 73 11 . 5 227 . 0 49 . 0 27 C 79 13 . 0 245 . 0 69 . 3 18 C 57 10 . 0 268 . 0 35 . 0 28 C 53 13 . 0 270 . 5 53 . 0 18 L 58 6 . 0 261 . 0 29 . 5 28 C 63 13 . 5 260 . 0 62 . 5 18 L 59 7 . 0 257 . 0 43 . 0 28 C 64 19 . 0 264 . 0 68 . 0 18 L 60 6 . 5 256 . 5 43 . 0 28 C 65 10 . 0 259 . 8 76 . 0 18 L 61 6 . 0 262 . 0 48 . 0 28 C 66 10 . 5 250 . 5 63 . 0 18 L 62 6 . 0 259 . 5 49 . 5 28 C 67 13 . 5 247 . 0 58 . 5 19 L 51 9 . 5 285 . 0 26 . 0 29 L 54 6 . 5 312 . 0 56 . 5 19 L 52 8 . 0 286 . 0 38 . 0 29 L 55 7 . 0 307 . 5 0 . 5 X21 L132 9 . 0 20 . 5 64 . 0 29 L 56 6 . 0 295 . 0 1 . 0 / 21 L133 9 . 0 18 . 0 66 . 5 C139 18 . 5 -12 . 0 44 . 0 / 21 L134 8 . 0 16 . 5 64 . 0 30 C140 9.0 323.0 50.5 X21 L135 8 . 0 19 . 0 62 . 0 -#1 0136 6 . 0 4 . 5 41 . 0 3° Cldl i2.o 32$.5 5t.o 22 L119 7 . 0 66 . 5 68 . 0 30 6 L 14L 17.•0 332.0 107. 0 i22 L120 6 . 0 66 . 0 70 . 0 30 C 143 13.D 327. 5 .b / 22 H121 7 . 0 63 . 5 67 . 5 ✓22 L122 6 . 0 60 . 0 74 . 5 Z0 C 1.44 ID-0 .334.8 X1.5 ✓22 L123 6 . 0 59 . 0 71 . 5 30 C 144, 12.0 3131.0 1p7.O V'22 L124 7 . 0 61 . 5 58 . 5 X22 L125 6 . 0 63 . 0 50 . 0 30 C 11 . 0 33$.p S�• o -23 L114 9 . 0 94 . 5 51 . 5 3o C 147 11. 0 33a,6 5z.0 123- L115 12 . 0 93 . 5 52 . 5 X23 _ C116 12 . 0 96 . 5 71 . 5 30 cos 2A.o 339.0 73.0 x-23 L117 10 . 0 74 . 0 60 . 0 30 ,/2 3 L 118 7 . 0 74 . 5 5 5 . 3 C 14-9 2�•.O 34'`�.5 75.0 ,/24b L 96 25 . 0 128 . 5 66 . 5 31 0150 16.0 3Sz .o G4-o -,44. L 97 6 . 0 137 . 0 55 . 0 31 c 1S1 13.0 3Sg 0 107.0 V2-4 L 98 6 . 5 140 . 0 53 . 0 X24 L 99 6 . 0 124 . 5 58 . 5 3 ) CIS?- 18.0 35 .0 73.E k-2'4 L100 6 . 0 127 . 0 61 . 0 31 G1S3 20 3S(o . O 1o8.0 1-1,24 B101 6 . 0 130 . 0 58 . 5 ,"2 5 0 95 18 . 0 152 . 0 61 . 0 26 C 80 12 . 0 208 . 0 69 . 5 26 L 81 8 . 0 209 . 0 65 . 3 26 C 82 12 . 0 196 . 5 66 . 5 26 L 83 11 . 5 184 . 5 67 . 5 26 C 84 12 . 5 193 . 5 51 . 0 rLA 1147 Lwws wwMco toww 409 rs 713.1 rt��rr Ae of WjammrnrrUWnt r►warwsa 1H DUrLICA79/ to WE== Lt I>Zti 1 CQtttYl'21.: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. <,` 7;c< 3=z TSS .S .. >4 .e.. .`�.. `..... , 0U I/A Co Description of property...f.� .t %:..:Y.. :S:. �..... ......�..... ,,. ..... . ............ ..L.:..._..................................................................................................................................................................................I......................... ..... ................................................................................................................................................................................................................................... _.......................................»................._.............................._....................................................................................».............................1........................... General description of improvements..... .......<Alcw..........�'. .<C....... ................. . `s ..... .... yc ..................................................................................................................................._.......... ._....................................... ............................................................................._.............................................................................................................................................................. Owner......................................................c5'i4f �i0� e��✓ ............._....................................................................................................................... r :. ..............._............. Owner's interest in We of the improvement...........f ..I.....5........... .......................................................................................... Fee Simple Title kidder (if other than owner) Name....CL(4). `Z................................................................................................................................................................................................... Address......_......_....................................................................................................... ....................................._........................................................... tontradw..QGiI/JCc�':.».............»..................................................... .............................................................................:.................................... Addresa_............._. .....................................................................................................................................................»................_... .................... SwM► (if ................................»......................................................................................... . ................................................... Address_........_.........._......................................................................................................................Anwwd of bond $................................ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name .......... ........................_................................................................................................................................................_...........................I.......... Add *&&................_............................................................................................................................................................................................................ In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name ....._............_........................................................................................................................................................................................................... Address ..........................................................................................................._.._.................. ................. ............................................. rNle SPACU FOR KSCOwO[w'e USS ONLY :scu-�.....i...�ca�n...C� . .................................... Owner Sworn to and subscribed before me 16a........ .................... ...........................devoF:. ....�`.I'FB.................I...........19.......... � ............. ,°._ ...................................................». ...... Notary Public T-ICIA b.MONETTE -• T,aTE OF FLORIDA . .:ornrn Ea.p8/27/96 .•r ,,^—, rr",`)0011 ' SPECIFICATIONS FOR CONSTRUCTION OF VAN CLEVE RESIDENCE ATLANTIC BEACH, FLORIDA JAMES W DUPREE III , AIA NOVEMBER 9, 1992 CONTENTS PAGE GENERAL 1 SITE WORK 2 GEOTECHNICAL REPORT 3 TREE SURVEY REPORT 26 STRUCTURAL NOTES 29 TIMBER CONSTRUCTION 53 THERMAL & MOISTURE PROTECTION 53 DOOR SCHEDULE 55 WINDOW SCHEDULE 58 FINISH SCHEDULE 62.- SPECIALTIES 65 APPLIANCES & FIXTURES 65 SWIMMING POOL & JACUZZI 65 ELEVATOR SYSTEM 65 ELECTRICAL 66 MECHANICAL 66 GENERAL DEFINITIONS - OWNER: DR & MRS ROBERT C VAN CLEVE PROJECT: PRIVATE OCEANFRONT RESIDENCE & ADJOINING LOT ARCHITECT: JAMES W DUPREE III , AIA STRUCTURAL ENGINEER: TIMOTHY ISCH CONTRACTOR: P J HOLMBERG & ERIC HOLMBERG CODES - WORK SHALL BE PERFORMED IN ACCORDANCE W/ APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS AND REGULATIONS. THESE WILL INCLUDE BUT NOT BE LIMITED TO: THE STANDARD BULIDING CODE OF 1991 WITH 1992 REVISIONS, U CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH AND DUVAL COUNTY, - FLORIDA AND STATE REGULATIONS CONCERNTNG CONSTRUCTION EAST OF THE COASTAL CONSTRUCTION CONTROL LINE (CCCL) . THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL BUILDING PERMITS AND TEMPORARY UTILITIES. SITE WORK SITE TO BE PREPARED FOR CONSTRUCTION IN ACCORDANCE WITH RECOMMENDATIONS COMPILED IN THE ELLI5 & ASSOCIATES, INC. REPORT OF GEOTECHNICAL EXPLOR- ATION, E&A PROJECT No. 92-1093, INCLUDED HEREIN. PER THE REQUIREMENTS OF THE CITY OF ATLANTIC BEACH, EXISTING TREES ARE TO BE SAVED AND PROTECTED WHEREVER AND WHENEVER POSSIBLE. A TREE SURVEY WAS PERFORMED BY TERRA TORRIA ON FEBRUARY 3, 1992, INDICATED THAT 139 TREES WITHIN THE PROJECT AREA BOUNDED BY SEMINOLE ROAD TO THE WEST, 20' SEAWARD OF THE CCCL TO THE EAST AND WITHIN THE NORTH AND SOUTH PROPERTY | � LINES WITH DIAMETERS OF GREATER THAN 6 INCHES WOULD NEED CONSIDERATION FOR A TREE REMOVAL/ALTERATION PERMIT. ADDITIONAL TREES SEAWARD OF THE TREE SURVEY LIMITS MAY BE COMPROMISED BY A BOARDWALK DESIGN APPROVED BY THE FLORIDA DEPARTMENT OF NATURAL RESOURCES (DNR) . BARRICADES OR OTHER PROTECTIVE MEASURES ARE TO BE USED TO PROTECT TREES AND ADJACENT PROPERTY. A 15' UNENCUMBERED PATH FOR FIRE TRUCK ACCESS IS REQUIRED TO EXTEND FROM SEMINOLE ROAD THROUGH THE EASEMENT TO THE BASE OF THE DRIVEWAY AT THE SECONDARY DUNE. THE SITE PLAN DATED NOVEMBER 9, 1992, DEPICTS THE DESIRED PATH. ANY PATH REVISIONS REQUIRED BY THE CONTRACTOR OR THE CITY OF ATLANTIC BEACH WILL BE REVIEWED BY THE ARCHI- TECT. THE CONSTRUCTION SITE IS TO BE KEPT CLEAN AND IN COMPLIANCE WITH FEDERAL, STATE AND LOCAL HAULING WASTE DISPOSAL REGULATIONS. MATERIALS WILL NOT BE BURNED ON SITE WITHOUT APPROVAL OF ALL RESPONSIBLE AGENCIES. SOILS ARE TO BE TREATED BELOW SLAB AND AT EXTERIOR FOUNDATION PERIMETER FOR SUBTERRANEAN INSECTS ACCORDING TO STATE OF FLORIDA REQUIREMENTS. A WARRANTY IS TO BE PROVIDED TO COVER AGAINST TERMITE INVASION, DAMAGE AND RESTORATION COSTS. INSTALL TOXICANT WITH SYNTHETIC DYE FOR VISUAL IDEN- TIFICATION IMMEDIATELY PRIOR TO INSTALLATION OF VAPOR BARRIER UNDER SLAB OR FINISH GRADE OUTSIDE FOUNDATION WALLS. AVOID DISTURBANCE OF TREATED SOIL OR RETREAT. ASPHALTIC CONCRETE DRIVE FROM SEMINOLE ROAD TO BREAKPOINT AT THE SECONDARY DUNE TO HAVE BASE OF CLEAN, TOUGH AND DURABLE LIMESTONE WITH PRIMECOAT AND CONCRETE IN ACCORDANCE WITH DOT SPECIFICATIONS FOR S-1 APPLICATIONS. CONCRETE SLAB DRIVE WITH 4" THICKNESS FROM SECONDARY DUNE TO COURTYARD SLOPED TO DRAIN. GEOWEB/LIMESTONE GRAVEL MAY BE USED AS AN ALTERNATIVE FOR ASPHALTIC CONCRETE SECTION. CONCRETE SLAB SECTION MAY BE TREATED WITH ROCK SALT AND/OR PIGMENT FOR TEXTURE FINISH. SELECTION OF ROCK SALT APPLICATION METHOD AND PIGMENT WILL BE COORDI- NATED WITH ARCHITECT. DRAINAGE PIPING TO BE PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS. WATER COLLECTED FROM BUILDING ROOF CARRIED VIA PVC DRAIN LEADERS INSTALLED WITHIN PIERS AND INTER-CONNECTED FROM OUTLETS AT PIER BASES TO A COMMON DRAIN PIPE BENEATH THE DRIVEWAY DIRECTING RUNOFF INTO DRYWELL IF NECESSARY TO BE LOCATED AT BASE OF SECONDARY DUNE. PROVIDE BACKFLOW PREVENTION AS REQUIRED. INSTALL UNDERGROUND SPRINKLER SYSTEM AT BASE OF WALL AROUND COURTYARD ONLY. FURNISH LOW VOLTAGE ELECTROMECHNICAL SYSTEM MANUFACTURED FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND SYSTEM WITH ADJUST- � � REPORT OF GEOTECHNICAL EXPLORATION VAN CLEVE RESIDENCE ATLANTIC BEACH, FLORIDA E&A PROJECT NO. 92-1093 For DR. & MRS. ROBERT VAN CLEVE April 23, 1992 By ELLIS & ASSOCIATES, INC. Jacksonville, Florida 3 GEOTECHNICAL ENGINEEING Ilts �C ��IIti�fP�, CONSTRUCTION MATERIALS TESTING A GREG A. EDMONDS COMPANY P.O. Box 8813 Jacksonville, FL 32239-8813 (904)733-0960 Office (904)448-5534 Fax Office Location 5109 Stepp Avenue April 23, 1992 Jacksonville,FL 32216-6053 Dr. & Mrs. Robert Van Cleve 3500 Richmond Street Jacksonville, Florida 32204 Subject: Report of Geotechnical Exploration Van Cleve Residence Atlantic Beach, Florida E&A Project No. 92-1093 Dear Dr. & Mrs. Van Cleve: Ellis & Associates, Inc. has completed a geotechnical exploration for the subject project. This report briefly presents our understanding of the proposed construction, describes the field exploration performed, presents the data obtained, and provides our geotechnical engineering evaluation of the site and subsurface conditions at the property with respect to the proposed construction. Also included in this report are our recommendations for foundation design and site preparation and earthwork construction. PROJECT INFORMATION Project information has been provided to us in discussions with Mr. Jim Dupree. We have been provided with a copy of a Tree and Topographic Survey for the subject site dated February 3, 1992. Additionally, we were provided with a Site Plan for the subject site dated February 26, 1992. These plans show the boundary limits for the property, the existing roadways adjacent to the site, the layout of the proposed construction, and topographic information at the site. It is understood the proposed construction will consist of a residential structure. The structure will be three-stories in height in some areas and will be constructed of concrete-masonry-units on the first floor and wood-frame above that. It is understood the finish first floor elevation will be approximately +22.0 to +22.5 feet, resulting in approximately 3.0 feet of cut to achieve the finish first floor elevation along the western portion of the proposed structure and approximately 5._0 feet of fill to achieve the finish first floor elevation along the eastern portion of the structure. GEOTECHNICAL EXPLORATION The purpose of this geotechnical exploration and engineering study was to obtain within practical limits, sufficient information concerning the site and subsurface conditions in order to evaluate the area with respect to the proposed construction and to provide data to help formulate foundation design and site x 1p� ?Elliis & �ssvciatzs, � A GREG A. EDMONDS COMPANY preparation and earthwork construction recommendations. Our study, therefore, required the collection of site and subsurface data and the performance of a ' geotechnical engineering analysis and evaluation. Field Exploration - In order to explore the subsurface conditions within the area of the proposed structure, we located and performed two penetration test borings, drilled to depths of approximately 15.0 feet below the existing ground surface, and three auger borings, drilled to depths of approximately 6.0 feet below the existing ground surface. A reduced copy of the plan provided to us, which shows the approximate boring locations, is included in the attachments as the Field Exploration Plan. The borings were performed during the period of April 5 to 6, 1992 and located in the field by our personnel using taped measurements from existing roadways and survey controls adjacent to the site. The attached Log of Boring records present the descriptions of the soil conditions encountered at the boring locations and also provide the penetration resistances recorded during the sampling operations of the penetration borings. The stratification lines on the boring records represent the approximate boundary between soil types, as determined in the field by our drillers. .The transition between soil types at each boring location may be gradual. A description of the drilling and sampling techniques used is provided on the attached Field Exploration Procedures sheet. SITE CONDITIONS The subject site is located on the eastern side of Seminole Beach Road in Atlantic Beach, Florida. The site is bounded to the south by an existing condominium complex and to the east by the Atlantic Ocean. The site has a dunal topography with elevations ranging between approximately El. +8.0 to +12.0 feet within the approximate western one-half of the property and ranging from approximately El. +12.0 to +29.0 feet along the eastern approximate one-half of the property. Vegetation at the site consists of various types of trees and underbrush commonly found in areas with dunal topography, including oak trees, palm trees, palmetto bushes, and other types of trees and underbrush. SUBSURFACE CONDITIONS Soil Conditions - The attached Generalized Subsurface Profiles and the following discussion of the subsurface conditions highlight the major subsurface stratifications encountered by the borings. For a detailed description of the soil conditions encountered, please refer to the Log of Boring records in the attachments. When reviewing these records it should be understood that the soil conditions will vary somewhat between the boring locations. x s A GREG A. EDMONDS COMPANY Boring B1, performed in the area of the lower-elevated northeast corner of the proposed house, encountered surficial very loose to loose fine sands extending to a depth of approximately 4.0 feet underlain with medium compact to compact fine sands extending to its termination depth at approximately 15.0 feet. Boring B2, performed in the area of the higher-elevated approximate southwest corner of the proposed house, encountered surficial very loose fine sands extending from the existing ground surface to a depth of approximately 13.5 feet underlain with medium compact fine sands extending to its termination depth at approximately 15.0 feet. The auger borings encountered fine sands extending from the existing ground surface to their termination depths at approximately 6.0 feet below the existing ground surface. The upper approximate 6.0 to 12.0 inches of soils contained roots from the existing vegetation at the site. Groundwater Level - The groundwater level was encountered by boring B1 and recorded, at the time of drilling, at a depth of 10.2 feet below the existing ground surface. The groundwater level was not encountered within the 6.0- to 15.0-foot depths of investigation at the remaining boring locations. The depth to the groundwater level at each boring location is noted on the attached Log of Boring records. It should be anticipated, however, that the groundwater level will fluctuate due to seasonal climatic variations, surface water runoff patterns, construction operations, tidal fluctuations of the adjacent Atlantic Ocean, and other interrelated factors. GEOTECHNICAL ENGINMTNG EVALUATION AND RECOMMENDATIONS Our geotechnical engineering evaluation of the site and subsurface conditions at the property with respect to the planned construction and imposed loading conditions and our recommendations for foundation design and site preparation and earthwork construction are based upon (1) our site observations, (2) the field data obtained, and (3) our understanding of the project information and structural conditions as presented in this report. If the structural conditions are incorrect or should the location of the structure be changed, please contact us so that we can review our recommendations. The discovery of any site or subsurface conditions during construction which deviate from the data obtained during this geotechnical exploration should also be reported to us for our evaluation. We consider the subsurface conditions at the site favorable for support of the proposed structure when constructed upon a properly designed conventional shallow foundation system. A moderate amount of site preparation is considered necessary in order to provide more uniform bearing conditions and to reduce the potential for post-construction settlements of the planned structure. The site preparation considered necessary will generally consist of removing the vegetation and topsoil, over-excavation to E1. +20.0 feet in the areas of the site above E1. +20.0 feet, followed by the densification of the very loose to loose fine sands within the upper approximate 4.0 feet below the stripped surface and the placement of the backfill and fill required for site development. & ' 1Ssvciatrs, 3ttr- A GREG A. EDMONDS COMPANY The recommendations presented in the subsequent sections of this report present design and construction techniques which we feel are feasible for the planned construction. We recommend, however, that we be provided the opportunity to review the foundation plans and earthwork specifications in order to verify that our recommendations have been properly interpreted and implemented. Foundation Design Recommendations Provided the site preparation and earthwork construction recommendations in the following report sections are completed prior to vertical construction proceeding, the following parameters may be used for foundation design. Bearing Pressure - The maximum allowable net soil bearing pressure for use in shallow foundation design should not exceed 2,000 psf. Net bearing pressure is defined as the soil bearing pressure at the foundation bearing level in excess of the natural overburden pressure at that level. The foundations should be designed based upon the maximum load which could be imposed by all loading conditions. Foundation Size - The minimum widths recommended for any isolated column footings and continuous wall footings are 24 inches and 16 inches, respectively. Even though the maximum allowable soil bearing pressure may not .be achieved, these width recommendations should control the size of the foundations. Bearing Depth - The exterior foundations should bear at a depth of at least 12 inches below the exterior final grades and the interior foundations should bear at a depth of at least 12 inches below the finish floor elevation in order to provide confinement to the fine sandy bearing level soils. Bearing Material - The foundations may bear in either the compacted suitable natural soils or compacted structural fill. The bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) to a depth of at least one-foot below the foundation bearing levels. Settlement Estimates - Post-construction settlements of the structure will be influenced by several interrelated factors, such as (1) the subsurface stratification and strength and compressibility characteristics; (2) the footing size, bearing level, applied loads, and resulting bearing pressures beneath the foundations; and (3) the site preparation and earthwork construction techniques used by the contractor. Our settlement estimates for the structure have been based upon the use of site preparation/earthwork construction techniques as recommended in the following sections of this report. Any deviation from these recommendations could result in an increase in the estimated post-construction settlements of the structure. 1 Itis & �szvciatrs, A GREG A. EDMONDS COMPANY Due to the sandy nature of the near-surface soils, we expect the settlement of the structure to occur in an elastic manner and fairly rapidly during construction. Using a bearing pressure on the order of 2,000 psf for the estimated maximum structural loads and the field and laboratory test data which we have correlated to geotechnical strength and compressibility characteristics of the subsurface soils, we estimate that total settlements of the structure could be on the order of one inch or less. Differential settlements result from differences in applied bearing pressures and variations in the compressibility characteristics of the subsurface soils. Because of the general uniformity of the subsurface conditions and the recommended site preparation and earthwork construction techniques (as discussed below) , we anticipate that differential settlements of the structure should be within tolerable magnitudes. Site Preparation and Earthwork Construction Recommendations : General - The initial site preparation should consist of removing the topsoil, vegetation and the near-surface soils containing significant amounts of roots and other organic materials from within and to a distance of at least 5.0 feet beyond the perimeter of the proposed building construction area. The test borings indicate the surf icial topsoils generally were encountered in thicknesses on the order of 0.5 to 1.0 foot below the existing ground surface. After performing the initial clearing and stripping operations, we recommend over- excavation operations extend to E1. +20.0 feet (or to a depth of at least 2.0 feet below the proposed finish first floor elevation if different from El. +22.0 feet) in areas of the site above E1. +20.0 feet. The soils encountered at the boring locations which will be over-excavated are suitable for use as structural backfill and fill. The site should be graded to direct surface water runoff from the construction area. Site & Fill Compaction - After completing the clearing and stripping operations, the area should be compacted from the exposed surface by the use of a vibratory drum roller having a minimum static, at-drum weight on the order of five tons and a minimum drum diameter on the order of 4.0 feet making a minimum of eight overlapping passes of the roller in each direction. Typically, the material should exhibit moisture contents within +2 percent of the Modified Proctor optimum moisture content (ASTM D 1557) during the compaction operations. Due to the depth of groundwater in relation to the existing site grades and the typically highly permeable, loose, granular soils encountered in dunal topography, it should be anticipated that the addition of moisture to the soils may be required to adequately perform the compaction operations. Compaction should continue until densities of at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) have been achieved within the upper 2.0 feet of the compacted natural soils at the site. This compactive effort should also result in densification of the loose sandy soils below a depth of 2.0 feet. �lli� & �sBIItt�tPB, �nr_ A GREG A. EDMONDS COMPANY Any structural backfill and fill required for site development should be placed in loose lifts not exceeding 12 inches in thickness and compacted by the use of a vibratory drum roller having a minimum static, at-drum weight on the order of two tons and a minimum drum diameter on the order of 2.0 feet or placed in loose lifts not exceeding 8 inches in thickness and compacted by the use of tracked dozer equipment. Structural backfill and fill is defined as a non- plastic, inorganic, granular soil having less than 10 percent material passing the No. 200 mesh sieve and containing less than 4.0 percent organic material. Typically, the material should exhibit moisture contents within +2 percent of the Modified Proctor optimum moisture content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) have been achieved within each foot of the compacted structural backfill and fill. Foundation Areas - After satisfactory placement and compaction of the required structural backfill and fill, the foundation areas may be excavated to the planned bearing levels. The foundation bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) to a depth of one-foot below the bearing level. For confined areas, such as the footing excavations, any additional compaction operations can probably best be performed by the use of a lightweight vibratory sled or roller having a total weight on the order of 500 to 2000 pounds. Should the bearing level soils experience pumping and soil strength loss during the compaction operations, compaction work should be immediately terminated and (1) the disturbed soils removed and backfilled with dry structural fill soils which are then compacted, or (2) the excess moisture content within the disturbed soils allowed to dissipate before recompacting. Loose lifts of backfill soils in the footing excavations, if required, should be placed in thicknesses not exceeding six inches prior to densification with the lightweight compaction equipment. Quality Control - A representative number of field in-place density tests should be made in the upper two feet of compacted natural soils, in each one- foot thick lift of compacted backfill and fill, and in the upper 12 inches below the bearing levels in the footing excavations. The density tests are considered necessary in order to verify that satisfactory compaction operations have been performed. We recommend density testing be performed (1) at a minimum of three locations in the building area, (2) at 25 percent of any isolated column footing locations, and (3) at one location for every 100 linear feet of continuous wall footings. ,6 q llts & �zsvrizttes, �nr- A GREG A_ EDMONDS COMPANY We appreciate this opportunity to be of service as your geotechnical consultant on this phase of the project and look forward to providing the materials testing and inspection that will be required during the construction phase. If you have any questions concerning this report or if we may be of any further service, please contact us. Very truly yours, ECUS & ASSOCIATES, INC. '5 /Z G (� Stephen R. Weaver, P.E. Sr. Geotechnical Engineer Registered, Florida No. 37389 cc: Mr. Jim Dupree SRW/bim x Lo i i i A T T A C H M E N T S Description Page No. Field Exploration Plan Al Generalized Subsurface Profile A2 Log of Boring Records A3 - A7 Field Exploration Procedures A8 I Key to Soil Classification A9 I i i ATLANTIC OCEAN i z Q � m 0 U •- O O -0 LL rn Lq a) = O Q U z O > m aU) a) > Q fi —`�— L J - � o CD cn � -= �f 11,r < ` ,� •- X Ln CL _ I W - i - O CL r-4 E c+ x CU -�li i/ •t n ' t L f0 �m X z m Ln O Q II .0 u- CL CL m O O O a o L � F— cu LLJ cm UVOU HOV38 31ONIW3S � lZ ELLIS & ASSOCIATES, INC. B2 N Al 25 25- 2A3 20 4 20 ;> E A2 NBT -7-- B1 N NE ` BT 2 2 - 15 15 7 D ti NE < z BT o Z , 12 T+ d m � m NE 19 10 10 13 BT 20 s 5 5 >< 3 7 ........... BT I 0 0 LEGEND GENERALIZED SUBSURFACE PROFILE Fine SAND Fine SAND with Some Roots Van Cleve Residence i Groundwater Level at Time of Drilling Atlantic Beach, Florida NE Groundwater Not Encountered E&A Project No. 92-1093 BT Boring Terminated N Penetration Resistance, Blows/Foot I � A GREG A. EDMONDS COMPANY LOG OF BORINGProject No.: 92-1093 Boring No.: B1 Project: Van Cleve Residence Client: Dr. & Mrs . Robert Van Cleve Boring Location: See Field Exploration Plan Dri1lE ui Port. Equi n p•: P• Sheet i of 1 Length of Casing Set: Groundwater Depth:10- 2' Time: Drilline Date:4/6/92 Boring Begun: 4/6/92 Boring Completed: 4/6/92 U (D t: SHEAR STRENGTH H O � O Z Z_ W KSF W O Q V) > J Q Pocket Penetrometer U- J (n L Undisturbed Semple LL Z f-- DESCRIPTION Q Q � W U Q z J O po ketstuPedetr°ter W w Sple W OE CL F- W a v = J J 0_ W p � F To rvene 1-- CL J � ®Ussd z O Compreion Uwoo < < 3 2 U TCpO O o + anr.sston Z Lw0 10 20 0 1 2 0 Surface Elevation: +17 . 0 m 0_ CL VERY LOOSE Gray Fine SAND With Some Roots 2 2 VERY LOOSE to LOOSE Light Brown Fine SAND With Trace of Roots MEDIUM COMPACT Light Brown Fine 7 3 SAND 5 12 4 13 5 20 d 10 6 MEDIUM COMPACT Gray Fine SAND 7 COMPACT Brown Fine SAND 7 37 15 Boring Terminated At 15 1 20 25 Remarks: t::iiIc_ , 1Li5 & ��55aciates, , A GREG A. EDMONDS COMPANY Project No.: 92-1093 LOG OF BORING Borin No.: B2 ect: Van Cleve Residence Client: Dr. & Mrs . Robert Van C?eve ing Location: See Field Exploration Plan Drill Equip.: _ Port. Equip. Sheet 1 of 1 Length of Casing Set: undwaterDepth:N. E. Time: DrillinDatc:4/6/92 Boring Begun: 4/5L92 Boring Completed: 4/5/92 l— U {— SHEAR STRENGTH W0 Z Z w KSF O < > J LL! O Pundiitu�t,drS:pi: O ' z ~ DESCRIPTION � ¢ Q U � z J pLIJ ocket bed trometar Disturbed Pod Semple W t1J W O W O � F-- M T Torven• CL N Unconfined CossCL a_ 00 mpreion N wcL TsslonQ Q 0 0 Comprs O of 0:� i I W � :Z: 0 10 20 0 1 2 Surface Elevation: +25 .0 CD a 1. VERY LOOSE Gray & Brown Mottled Fine SAND With Some Roots 2 2 VERY LOOSE Light Tan Fine SAND I i 4 i 3 4 4 3 -- I 5 i 2 6 0 I MEDIUM COMPACT Light Gray Fine SP.ND 19 5 7 I Boring Terminated At 15 ' I i I 0 i i i '5 Remarks: N.E. - Not Encountered I � � 5 i �lli5 �. �s5vci�te�, �itc_ A GREG A. EDMONDS COMPANY Project No.: 92-1093 LOG OF BORING Boring No.: Al Project: Van Cleve Residence Client: Dr, & Mrs . Robert Van Cleve Boring Location: See Field Exploration Plan Drill Equip.: Hand Auger Sheet 1 of 1 Length of Casing Set: Groundwater Depth:N, E, Time: Drilling Date:4/6/92 Boring Begun: 4/6/92 Boring Completed: 4/6/92 F— (_) (D F— SHEAR STRENGTH W O ZZ_ W 2 KSF ~ n O ¢ (� > -� O pUndisturbedr5amp�l• W O ? W U- w W DESCRIPTION a Q vW—i U l_— J vLLJ DisturbedeSrome:er J J W0 CL w CLO ~ f- 9 To—&— CL Cl- �- F ~ O Q — Z -Unconfined C/ z cQ w (�J J cQ /Q1 U' Campresaton W Q Q W L U (,L L U J ®TCanpr:fston o Of U O + O W 0 Surface Elevation: +25 .0' m � W 0 10 20 0 1 2 2 ,-, Gray Fine SAND With Some Roots Light Brown Fine SAND With Trace of Roots Light Brown Fine SAND 5 Boring Terminated At 6 10 15 - 20 - 25 52025 Remarks: N.E. - Not Encountered �(o i I A GREG A. EDMONDS COMPANY LOG OF BORING ProjectNo.: 92-1093 roject: Van Cleve Residence Boring No.: A2 Client: Dr. & Mrs . Robert Van Cleve I oring Location: See Field Exploration Plan Drill Equip.: Hand Auger Sheet 1 of 1 Length of Casing Set: roundwater Depth:N. E. Time: Drilline Date:4Z6/92 Boring Begun: 4/6/92 Boring Completed: 4/6/92 O ~ U O tz w SHEARKSFENGTH ~ CL O Q Z L.L O J C/� W --I LU F-- pUndl at urbedrSamp `I- w w DESCRIPTION � Q Q V) U Cr- Z o pocket Penetrometer J J w O E CL w Df sturbed Sempl• CL CL LLJ CD (~ f-- -_ T Torvene Z 2: L ~ 1-- CD z Q Z Uneonflned ' y� Q Q C/ Z Q w CV J O O U' Compression O � Q O U 0 ®TComprtsslon QrlGray vation: +19 .0' m W � Z 0 10 20 0 1 2 SAND With Some Roots wn Fine SAND With Trace wn Fine SAND 17 i i I i Boring Terminated At 6 0 i I i I i i i Remarks: N.E. - Not Encountered At �1 r �F � C.LLiS c�cssQciat>es, C1it>c_ A GREG A. EDMONDS COMPANY LOG OF BORINGProject No.: 92-1093 Boring No.: A3 Project: Van Cleve Residence Client: Dr. & Mrs . Robert Van Cleve Boring Location: See Field Exploration Plan Drill Equip.: Hand Auger Sheet l of l Length of Casing Set: Groundwater Depth:N. E. Time: Drilling Date:'-/6/92 Boring Begun: 4/6/92 Boring Completed: 4/6/92 W n O z Z W SHEARKSFENGTH W O } O Q � J LLJ PUndistur6edrSe mple u Z F— DESCRIPTION LL (DQ ¢ cw U 1.1i LLJ � z J ©Dote sturbedtamp ger _ J J Q W p f'- IW Torvene CL CL CL LLJ Z tY Q J Uos:d CL C/) Q WN OOV Cmp�elon < 3 2: CL 2: U J ® Tess0 < Q U O + OComprion Surface Elevation: +23 .0' J� W U-1 Z 0 10 20 0 1 2 0 Gray Fine SAND With Some Roots 3 Light Brown Fine SAND With Trace of Roots Light Brown Fine SAND S Boring Terminated At 6 10 15 20 25 Remarks: N.E. - Not Encountered 1 �T lC5 ELLIS R A SSOCIATES, INC . FIELD EXPLORATION PROCEDURES Penetration Borings The penetration borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils". The borings were advanced with portable drilling equipment using wash-n-chop drilling techniques with a circulating bentonite fluid utilized for borehole flushing and stability. At 2 to 5 foot intervals, the drilling tools were removed from the borehole and a split-barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12 inches of penetration is termed the "penetration resistance, blow count, or N- value". This value is an index to several in-place geotechnical properties of the material tested, such as relative density and Young's Modulus. After driving the sampler 18 inches (or less if in hard rock-like material), the sampler was retrieved from the borehole and representative samples of the material within the split-barrel were placed in glass jars and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratory where they were examined by our engineer in order to verify the driller's field classification. The retrieved samples will be kept in our facility for a period of six (6) months unless directed otherwise. 4 10 GENERAL STRUCTURAL NOTES 1 . GOVERNING CODE : STANDARD BUILDING CODE , 1991 EDITION WITH 1992 REVISIONS. 2 . SOIL BEARING PRESSURE AND DESIGN LIVE LOADS : AS SHOWN ON STRUCTURAL PLANS . WIN' LOADS CONSIDERED FOR BASIC WIND SPEED OF 110 MPH . 3 . THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR' S SOLE RESPONSIBILITY TO DETERMINI ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING ANI ITS COMPONENT PARTS DURING ERECTION . THIS INCLUDES THE ADDITION OF WHATEVEI TEMPORARY BRACING, GUYS , OR TIE-DOWNS WHICH MIGHT BE NECESSARY . SUCH MATERIA: SHALL REMAIN THE CONTRACTOR ' S PROPERTY AFTER COMPLETION OF THE PROJECT . 4 . IT IS THE CONTRACTOR' S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODE. AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION . S . THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITION: RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE . 21 REINFOR_C_ED CONCRETE 1 . SPECIFICATIONS AND STANDARDS: UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL CONCRET WORK, DETAILING, FABRICATION AND PLACING OF BARS AND CONCRETE SHALL BE GOVERNE BY THE LATEST REVISIONS OF: A. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. B. ACI 305 , HOT WEATHER CONCRETING. C. ACI 315 , DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. D. ACI 318 , BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. E. ACI SP-66 , ACI DETAILING MANUAL . F. CRSI , STANDARD PRACTICE FOR PLACING REINFORCING BARS . CONTRACTOR SHALL AT ALL TIMES HAVE A COPY OF THE RELEVANT SPECIFICATIONS QUOTE ABOVE ON THE SITE AND HIS SUPERVISORY PERSONNEL SHALL BE THOROUGHLY FAMILIA WITH THE CONTENTS THEREOF . 2 . CONTINGENCIES : A. PROVIDE 1 TON OF REINFORCING BARS TO BE USED AS DIRECTED BY THE ARCHITECT B . PROVIDE LEAN CONCRETE UNDER FOUNDATIONS FOR ACCIDENTAL OVER-EXCAVATION AN SOFT SPOTS. 3 . CONCRETE REQUIREMENTS AND LOCATION IN THE JOB: CLASS LOCATION-_Z8-DAY STRENGTH; SPECIAL REQUIREMENTS___ I ; FOOTINGS , PIERS , AND ALL INTERIOR CONCRETE EXCEPT AS NOTED; 3000 PSI . II ; EXTERIOR CONCRETE; 4000 PSI ; 4%-6% AIR CONTENT. III ; EARTH FILL; 1500 PSI ; NO TESTS . SUBMIT CONCRETE MIXES FOR APPROVAL IN ACCORDANCE WITH ACI 301 BEFORE PLACIN ANY CONCRETE . 4. REINFORCING REQUIREMENTS: A. BARS : ASTM A615 , GRADE 60 . B. WELDED WIRE FABRIC: ASTM A185 . 5 . FOOTINGS: A. DOWELS IN FOOTINGS TO MATCH VERTICAL WALL , COLUMN OR PIER REINFORCING. B . BEND ALL BARS 24 DIAMETERS AROUND CORNERS OF WALLS AND FOOTINGS. BARS A' THE INSIDE FACE OF THE CORNER SHALL BE CONTINUED ACROSS TO THE OUTSIDE FAC AND THEN BENT. 6 . SLABS , JOISTS AND BEAMS: A. IF NO OTHER REINFORCING IS SHOWN IN A SLAB ON GRADE, PROVIDE 6 X 6 W1 . 4 W1 . 4 WWF AT MID-THICKNESS OF SLAB . B. PROVIDE 2 #4 TOP BARS FOR TIE SPACERS IN BEAMS WHERE NO OTHER TOP STEEL I REQUIRED. 7 . WALLS, COLUMNS AND PIERS: A. UNLESS SHOWN OTHERWISE, PROVIDE THE FOLLOWING WALL REINFORCING: WALL THICKNESS L HORIZONTASTEEL VERTICAL STEEL 8„ -- #4-@ 12" #4 @ 18" 10" #4 @ 10" #4 @ 16" 12" #4 @ 16" E . F . #4 @ 18" E .F. B. PROVIDE 2 #5 BARS AROUND ALL WALL OPENINGS, EXTENDING TWO FEET BEYON OPENING IN BOTH DIRECTIONS . C. STAGGER SPLICES IN WALLS SO THAT NO MORE THAN ONE-THIRD OF THE REINFORCIN IS SPLICED AT ANY GIVEN CROSS SECTION . STAGGER SPLICES 40 DIAMETERS , LP 30 DIAMETERS . D. IN WALL CONSTRUCTION , PROVIDE KEYED CONTRACTION JOINTS AT 30 FEET C/ MAXIMUM. USE WATERSTOPS AT ALL BASEMENT WALL JOINTS . E. WHERE INDICATED ON PLANS, PROVIDE KEYED EXPANSION JOINTS WITH 1" COMPRESS IBLE FILLER AND A WATERSTOP . F. WHERE OFFSET SPLICES ARE USED IN THE COLUMN STEEL , PLACE THREE SETS C COLUMN TIES AT 2" C/C IMMEDIATELY ABOVE AND BELOW FLOOR. ZZ 8 . SPLICES: A. NO SPLICES ARE PERMITTED IN BEAM, JOIST , OR SLAB STEEL UNLESS SPECIFICALL- SHOWN OTHERWISE. B. COMPRESSION SPLICES: LAP 30 DIAMETERS. C. TENSION SPLICES: WHEN PERMITTED. LAP IN ACCORDANCE WITH ACI 318 . D. LAP WELDED WIRE FABRIC ONE SPACE PLUS 2" AT ALL EDGES AND ENDS OF SHEETS . 9. OPENINGS : A. OPENINGS SHOWN ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL RECONCILI THEIR EXACT SIZE AND LOCATION WITH ARCHITECTURAL , MECHANICAL, AND OTHEE REQUIREMENTS BEFORE PROCEEDING WITH THE WORK. B. IF ANY OPENING NOT SHOWN ON THE PLANS IS REQUIRED, APPROVAL MUST BE OBTAINEI FROM THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. 10 . MISCELLANEOUS REQUIREMENTS: A. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL BOTH ADJACENT FLOOR SLAB ARE IN PLACE, OR ELSE PROVIDE TEMPORARY LATERAL SUPPORT . B. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE STRUC- TURAL ENGINEER. i3 STRUCTURAL MASONRY 1 . SPECIFICATIONS AND STANDARDS : UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL DESIGN MANUFACTURE AND CONSTRUCTION OF MASONRY SHALL CONFORM TO THE LATEST REVISIO? OF ACI 530 , BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES. 2 . MASONRY MATERIALS : HOLLOW LOAD BEARING BLOCK: ASTM C90 GRADE N2 . 3 . MORTAR: ASTM C270 TYPE M. 4. MASONRY REINFORCEMENT : A. HORIZONTAL JOINT REINFORCEMENT: 9 GAGE DEFORMED WIRE, TRUSS OR LADDER TYP'. REINFORCEMENT: 1 . IN EVERY SECOND BLOCK COURSE, FULL HEIGHT, AND WHERE SHOWN ON DRAWINGS 2 . IN FIRST BED JOINT ABOVE AND BELOW OPENINGS AND EXTENDING 24" BEYON: OPENINGS . 3 . LAP REINFORCEMENT A FULL WIDTH AT CORNERS AND INTERSECTIONS . B . DEFORMED REINFORCING BARS : ASTM A615 , GRADE 60 . 5 . BEARING POINTS: A. PROVIDE THREE COURSES X 24" WIDE SOLID OR GROUTED SOLID MASONRY AT BEAD BEARING POINTS. B. PROVIDE TWO COURSES X 16" WIDE SOLID OR GROUTED SOLID MASONRY AT JOIST AN LINTEL BEARING POINTS . 6 . REINFORCED MASONRY : A. INSTALL REINFORCING BARS IN SIZES SHOWN ON DRAWINGS ACCURATELY IN LOCATION. SHOWN . B. GROUT BLOCK WITH #8 AGGREGATE CONCRETE VIBRATED IN PLACE TO FILL ALL VOID AND INTERSTICES . FOLLOW RECOMMENDATIONS OF NCMA TEK NO. 23A. 2�- 8/30/93 CITY OF ATLANTIC BEACHp 15 : 44 : 57 CMR007 SPECIAL INVESTIGATION �dj1F CMN007 COMPLAINT # 941 COMPLAINT DATE: 93/08/27 ASSIGNED DEPT/DIV: 00 00 PRIORITY CODE: 2 COMPLAINT TIME: 10 : 53 : 40 TAKEN BY: PHARRIS COMPLAINANT: DOUTHIT HUGH , E ADDRESS: 2367 SEMINOLE ROAD ATLANTIC BEACH FL 32233 PHONE: 904-246-7920 EXT: LOCATION: ' 5 3EI LE 16AD ATLANTIC BEACH FL 00000 OWNER: VANCLEVE - HOLMBERG CONSTRUCTION COMPLAINT DESC: PARKS CNST VEHICLES AT TOWERS CONDO VILLAS. TEARS UP NO PARKING AREAS , CURSED COMPLAINANT OUT, SAID HE COULD PARK ANYWHERE, SUBCONTRACTORS SPEEDING IN AND OUT OF CONST. AREA DATE OF INVESTIGATION: 0/00/00 INVESTIGATOR: x6lSll --------------------------------------------------------------------------- CONDITIONS FOUND: U/�' M -� r J►-j/y� 4. pt•vtr,S i�G A TA ov,.(., ACTION TAKEN: COMPLIANCE: %i !/,�� /or ?I /,tial y /1��' >�— �/O'��lac•�.� NOTES : WOOD_FRAM_ ING 1 . SPECIFICATIONS AND STANDARDS : UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN ANI DETAILING OF WOOD STRUCTURAL FRAMING AND CONNECTIONS SHALL CONFORM TO THE LATES'. REVISIONS OF: A. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOI CONSTRUCTION . B. TRUSS PLATE INSTITUTE TPI-78 , DESIGN SPECIFICATIONS FOR METAL PLATE CON- NECTED WOOD TRUSSES . C. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, STANDARD SPECIFICATIONS FOF STRUCTURAL GLUED LAMINATED TIMBER OF DOUGLAS FIR, WESTERN LARCH, SOUTHERt PINE AND CALIFORNIA REDWOOD . D. AMERICAN PLYWOOD ASSOCIATION , PLYWOOD CONSTRUCTION GUIDE . 2 . MATERIALS : A. USE ONLY STRESS GRADE LUMBER WITH THE FOLLOWING MINIMUM PROPERTIES FOF DIMENSIONAL LUMBER FRAMING : TYPE OF MEMBER Fb Fv_ E_ 1 . STUDS 650/ 725 75 1 , 200 ,000 2 . JOISTS AND HEADERS 1200/1400 75 1 , 500 , 000 3 . BEAMS 1200/1400 90 1 , 600 ,000 4 . TRUSSES 1300/1500 95 1 , 600 ,000 B. GLUED-LAMINATED STRUCTURAL MEMBERS : AITC, GRADE 22F. C. STEEL CONNECTION PLATES : ASTM A36 . D. BOLTS : ASTM A307 WITH 2 WASHERS . E. LIGHT GAGE JOIST HANGERS AND FRAMING ANCHORS : 16 OR 18 GAGE GALVANIZED STEEL SIZED FOR FULL LOAD CARRYING CAPACITY OF SUPPORTED MEMBER. F. DIMENSIONAL LUMBER TRUSSES SHALL CONFORM TO TPI-78 . G. USE ONLY PLYWOOD WITH THICKNESS AND PANEL INDEX AS INDICATED ON THE DRAW- INGS . ALL SHEATHING SHALL HAVE EXTERIOR GLUE. 3 . CONSTRUCTION REQUIREMENTS : A. MAKE ALL CUTS TRUE AND SQUARE FOR FULL BEARING AT STRUCTURAL JOINTS. B. BOLT HOLES AND PLATES SHALL BE PLACED AS SHOWN ON DETAILS AND SHALL PROVIDI SPECIFIED SPACINGS , END DISTANCES AND EDGE DISTANCES . C. PROVIDE PLYWOOD NAILING AS RECOMMENDED BY THE AMERICAN PLYWOOD ASSOCIATION . D. CONNECT ALL FRAMING SECURELY TOGETHER WITH NAILS, SPIKES OR FRAMING ANGLES . E. PROVIDE DOUBLE STUD BESIDE ALL OPENINGS IN WALL CONSTRUCTION UNLESS NOTE OTHERWISE. F. WHERE PLYWOOD FILLERS ARE INDICATED WITH LINTELS, HEADERS OR BEAMS, THE--- SHALL HE'_SHALL BE CONTINUOUS PIECES FOR THE LENGTH OF THE OPENING AND SHALL BE NAILEI TO THE LUMBER WITH TWO ROWS OF 10d NAILS AT 12" C/C. G. PROVIDE SOLID BLOCKING IN FLOOR CONSTRUCTION UNDER POSTS, MULTIPLE STUD.- OR BEAM BEARINGS. H. PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS . I . PROVIDE BRIDGING IN FLOORS AND ROOFS IN ACCORDANCE WITH APPLICABLE CODES . PROVIDE A MINIMUM OF ONE ROW NEAR MID-SPAN OF ALL FLOORS . J . PROVIDE ANCHORAGE OF WALL SILL PLATES TO FOUNDATION WALLS WITH 1/2" DIAMETE BOLTS . THERE SHALL BE A MINIMUM OF TWO BOLTS PER SECTION OF PLATE WITH ON: BOLT LOCATED WITHIN 12" FROM EACH END OF EACH SECTION OF PLATE . INTERMEDIAT: BOLTS SHALL BE SPACED AT A MAXIMUM OF 6 ' -0" C/C. THE BOLTS SHALL BE EMBEDDE: IN FOUNDATIONS TO A MINIMUM OF 15" IN GROUTED UNIT MASONRY . ZS TERRA TORR.IA 2438 Burgundy Court * Ponte Vedra Beach * Florida * 32082 (904) 285-0654 DATE: 3 February 1992 PRLI=: To map the vegetative communities present on the Van Cleve residential property and produce a tree survey of all trees with a diameter at breast height (DBH) of 6 inches or greater. SITE DESCRI=ON & EXI=G CONDITIONS: The property is located between Seminole Beach Road and the Atlantic Ocean in Section 32, Township 2 South, Range 29 Esat, Atlantic Beach, Duval County, Florida. The lot measures 75 x 624 feet and is predominantly vegetated by historic maritime live oak forest. Other significant vegetation includes cabbage palmetto (Sabal palmetto) , saw palmetto (Serena repens) , American holly (Ilex opaca) , red bay (Persea borbonia) , Yaupon (Ilex vomitoria) , magnolia (Magnolia grandifolia) and fetterbush (Leucothae sp.) Several oaks in the southwestern portion of the lot could not be further classified since they had dropped leaves, however, they are probably laurel oak (Quercus laurifolia) and not live oak (Quercus vinginia) . DEIHODOLOGY: The site, from - 20 feet east of the Coastal Construction Setback Line CCS ) to " 20 feetw� of the western lot boundary, was su��id'�ed into?27 ques is each measuring 25 x 35 feet to form a 75 x 315 foot grid. The grid intersections were flagged for ease of measurement and constant visual reference. The grid was measured with fiberglass tape and rectified to the X-Y plane and topo- graphy depicted on the lot survey produced by All American Surveyors, Inc. and dated 23 August 1989. Over 250 trees were measured to determine DBH. Each tree with a DBH of 6 inches or greater was flagged with tape. The tape on each of these trees is labelled with the tree number from 1-139 and the DBH for future reference. RESULTS: There are 139 trees on the subject lot within the mapped area with a DBH of 6 inches or greater. A listing of these trees with quad, tree type, DBH and x & y distance in feet from the survey beginning point of reference and tree survey drawing monies this narrative. 2(a TREE SURVEY LIST L - live oak * - Damaged C - cabbage palmetto + - Topped by lightening H - holly b - Bifork F - fetterbrush M - magnolia 0 - miscellaneous oak B - red bay Quad Tree DBH( in) X( ft ) Y( ft ) Quad Tree DBH( in) X( ft) Y( ft ) ---- ---- ------- ------ ------ ---- ---- ------- ------ ------ 1 L 1 9. 5 19 . 5 3 . 0 8 C 40 9 .5 253 . 5 5 . 5 1 L 2 11 . 0 18 . 5 10 . 5 8 M 41 6 . 0 262 . 0 19 . 0 1 L 3 10 . 0 19 . 5 6 . 5 8 L 42 6 . 0 261 . 0 3 . 5 1 L 4 10. 0 14 . 0 10 . 5 8 + B 43 7 . 0 277 . 0 19 . 8 1 L 5 11 . 0 18 . 5 7 . 0 9 L 44 6 . 0 283 . 0 1 . 0 1 L 6 6. D 28 . 5 13 . 3 9 L 45 6 . 0 288 . 0 6 . 5 1 L 7 12 . 0 33 . 0 17 . 5 9 C 46 10 . 0 293 . 8 2 . 0 2 L 8 9 . 0 38 . 5 14 . 0 9 + L 47 9 . 0 303 . 0 12 . 3 2 L 9 6 . 0 45 . 0 4 . 5 9 + L 48 6 . 0 303 . 0 16 . 5 2 L 10 9 . 0 46 . 3 8 . 0 9 L 49 7 . 0 315 . 5 3 . 0 2 L 11 10 . 0 59 . 0 0 9 C 50 11 .0 311 . 3 25 . 0 2 C 12 15 . 0 63 . 5 29 . 0 11 0137 6 . 0 7 . 5 40 . 5 3 C 13 13 . 0 98 . 3 8 . 5 11 0138 6 . 0 16 .5 38 . 0 3 L 14 8 . 0 92 . 0 12 . 0 12 L126 8 . 0 65 . 0 36. 5 3 L 15 6 . 0 105 . 0 18 . 5 12 L127 12 , 0 65 . 0 35 . 5 3 L 16 9 . 5 93 . 7 25 . 0 12 F128 6 . 0 48 . 0 43 . 0 4 L 17 11 . 0 127 . 5 12 . 5 12 C129 11 . 0 42 . 0 61 . 5 4 L 18 10. 0 129 . 5 14. 0 12 0130 10 . 0 44. 5 69 . 0 4 L 19 10. 0 138 . 0 10 . 5 12 L131 6 . 0 51 . 0 72 . 5 4 C 20 14. 5 136 . 3 23 . 0 13 L108 10. 0 96 . 0 41 . 0 5 L 21 11 . 0 158 . 8 12 . 5 13 L109 7 . 0 96 . 0 43 . 0 5 L 22 6 . 0 161 , 0 12 . 5 13 L110 6 . 0 96 . 5 45 . 5 5 L 23 10 . 0 161 . 0 18 . 0 13 1,111 6 . 0 95 . 0 49 . 5 5 L 24 6 . 0 171 . 5 15 . 0 13 L112 7 . 0 93 . 0 49 . 5 6 L 25 8 . 0 179 . 0 1 . 5 13 L113 8 . 0 90. 5 48 . 3 6 L 26 6 . 5 176 .5 11 . 0 14 L102 7 . 5 127 . 0 48 . 0 6 L 27 7 . 5 185 . 0 6 . 5 14 L103 8 . 0 130 . 0 44 . 0 6 L 28 8 . 0 190 . 0 1 . 0 14 L104 6 . 0 136 . 0 49 . 0 6 C 29 12 . 0 194 . 0 11 . 5 14b L105 14. 0 128 . 5 35 . 0 6 L 30 7 . 5 204. 0 15 . 0 14b L106 13 . 5 126 . 0 27 . 0 6 L 31 6 . 0 203 . 5 16 . 5 14 L107 11 . 0 112 . 0 30. 0 6 L 32 8 . 0 202 . 0 1 . 0 15 C 94 13 . 0 159 . 0 37 . 0 6 L 33 5 . 5 210. 0 9 . 0 16 C 85 16 . 0 207 . 0 49. 0 7 C 34 10. 0 216 . 5 13 . 0 16 L 86 10 . 0 197 . 0 40 . 0 7 C 35 14. 0 220 . 5 4 . 0 16+ L 87 7 . 0 196 . 5 40 . 0 7 C 36 10. 0 225 . 0 14 . 0 16+ L 88 11 . 0 196 . 0 40. 0 7 C 37 12 . 0 231 . 0 24. 5 16 L 89 6 . 0 200 . 0 34 . 0 7 L 38 7 . 0 240. 0 12 . 5 16 L 90 7 . 0 185 . 0 38 . 5 7 C 39 12 . 0 242 . 5 25 . 0 16 L 91 10 . 0 182 . 5 33 . 5 16 L 92 12 . 0 187 . 0 28 . 7 16 L 93 12 . 0 175 . 0 35 . 0 z7 Quad Tree DBH( in) X( ft ) Y( ft ) Quad Tree DBH( in) X( ft ) Y( ft ) ---- ---- ------- ------ ------ ---- ---- ------- ------ ------ 17 L 68 6 . 0 238 . 5 30 . 0 27 C 74 12 . 0 223 . 5 60 .0 17 L 69 8 . 0 230 . 0 36 . 5 27 L 75 6 . 5 221 . 5 73 . 0 17 C 70 12 . 0 225 . 0 31 . 0 27 L 76 6 . 0 219 . 0 73 . 0 17 L 71 8 . 0 215 . 0 44 . 0 27 C 77 12 . 0 230 .0 67 . 5 17 C 72 12 . 0 216 . 0 47 . 0 27 C 78 8 . 0 236 . 0 66 . 5 17 C 73 11 . 5 227 . 0 49 . 0 27 C 79 13 . 0 245 . 0 69 . 3 18 C 57 10 . 0 268 . 0 35 . 0 28 C 53 13 . 0 270. 5 53 . 0 18 L 58 6 . 0 261 . 0 29 . 5 28 C 63 13 . 5 260 . 0 62 . 5 18 L 59 7 . 0 257 . 0 43 . 0 28 C 64 19 . 0 264 . 0 68 . 0 18 L 60 6 . 5 256 . 5 43 . 0 28 C 65 10. 0 259 . 8 76 . 0 18 L 61 6 . 0 262 . 0 48 . 0 28 C 66 10 . 5 250 . 5 63 . 0 18 L 62 6 . 0 259 . 5 49 . 5 28 C 67 13 . 5 247 . 0 58 . 5 19 L 51 9 . 5 285 . 0 26 . 0 29 L 54 6 .5 312 . 0 56 . 5 19 L 52 8 . 0 286 . 0 38 . 0 29 L 55 7 . 0 307 . 5 0 . 5 X21 L132 9 . 0 20. 5 64 . 0 29 L 56 6 . 0 295 . 0 1 . 0 / 21 L133 9 . 0 18 . 0 66 . 5 C139 18 . 5 -12 . 0 44 . 0 ,' 21 L134 8 . 0 16 . 5 64 . 0 / 21 L135 8 . 0 19 . 0 62 . 0 Al 0136 6 . 0 4. 5 41 . 0 X22 L119 7 . 0 66 . 5 68 . 0 v22 L120 6 . 0 66 . 0 70 . 0 / 22 H121 7 . 0 63 . 5 67 . 5 J22 L122 6 . 0 60. 0 74. 5 ✓22 L123 6 . 0 59 . 0 71 . 5 v22 L124 7 . 0 61 . 5 58 . 5 ,..22 L125 6 . 0 63 . 0 50 . 0 X23 L114 9 . 0 94 . 5 51 . 5 1,23- L115 12 . 0 93 . 5 52 . 5 v23 C116 12 . 0 96 . 5 71 . 5 `-23 L117 10 . 0 74 . 0 60 . 0 ,/23 L118 7 . 0 74. 5 55 . 3 v2Ab L 96 25 . 0 128 . 5 66 . 5 ✓24 L 97 6 . 0 137 . 0 55 . 0 L 98 6 . 5 140 . 0 53 . 0 X24 L 99 6 . 0 124. 5 58 . 5 L,24 L100 6 . 0 127 . 0 61 . 0 ✓Z4 B101 6 . 0 130. 0 58 . 5 ,�"25* 0 95 18 . 0 152 . 0 61 . 0 26 C 80 12 . 0 208 . 0 69 . 5 26 L 81 8 . 0 209 . 0 65 . 3 26 C 82 12 . 0 196 . 5 66 . 5 26 L 83 11 . 5 184 . 5 67 . 5 26 C 84 12 . 5 193 . 5 51 . 0 TIMBER CONSTRUCTION HEAVY TIMBERS TO BE 4x 1 0s, 4 x l2s AND 12x l 2s GENERALLY ARE TO BE SUPPLIED BY OWNER AND ARE CURRENTLY STORED IN A WAREHOUSE IN THE CEDAR HILLS AREA OF JACKSONVILLE, FLORIDA. THE STOCK OF STORED MATERIAL IS TO BE INSPECTED AND CULLED TO PROVIDE MATERIAL ADEQUATE FOR CONSTRUCTION. SELECTED MATERIAL SHOULD BE TRUE AND SOLID AND IS EXPECTED TO YIELD EXCELLENT STRUCTURAL PERFORMANCE DUE TO ITS EXISTING QUALITY AND LONG CURING. TIMBERS ARE TO BE TRANSPORTED TO LUMBER MILL TO BE CUT AND SHAPED FOR ON-SITE INSTALLATION. CLEAN TIMBERS WITH BLEACHING SOLUTION. FINAL FINISH TO BE TRANSPARENT SEALER OR LATEX STAIN. INTERIOR STRUCTURAL WOOD DECKING UNIFORMLY 2" THICK TO BE MILLED FROM SAME OWNER-SUPPLIED STOCK OF HEAVY TIMBERS. DECKING TO BE COVERED WITH TILE, CARPET OR SANDED AND FINISHED WITH WATER-BASED POLYURETHANE NON- YELLOWING SEALER AS INDICATED ON THE PLANS AND FINISH SCHEDULES. DECKING TO BE TONGUE AND GROOVE WITH WIDTH TO MINIMIZE COST. DECKING IS OFTEN EXPOSED AT BOTH FACES SO CAFE MUST BE GIVEN TO MAINTAINING QUALITY OF FINISH AT VISIBLE LOCATIONS. TIMBERS GENERALLY BEAT: ON 1/4" MASONITE BEARING PAD ON CONCRETE LEDGE AND ARE BOLTED TO ANGLE FASTENED TO CONCRETE BEAMS AT FRAME/CMU WALLS. SEE STRUCTURAL DETAILS. AT TIMBER TRUSS 1/4" GALV PLATES EA SIDE OF TIMBERS CONNECTED WITH 1/2" THRU BOLTS COMPOSE INHERENTLY STABEL MEMBER SPANNING ACROSS BUILDING ENTRANCE BETWEEN CONCRETE PIEFTS. PLATES ARE TO BE HOT-DIPPED GALV AND FINISHED WITH MAF:INE ENAMEL. SHOP DRAWING REVIEW OF PLATES REQUIRED PRIOR TO PLATE FABRICATION. BRUSH PRESERVATIVE TREATMENT ONTO TIMBERS WHEREVER CONTACT WITH MASONRY OR CONCRETE IS EFFECTED. THERMAL & MOISTURE PROTECTION INSULATION - EXTERIOR WALLS OF S" CMU WITH ALL NON-GROUTED CELLS TO BE FILLED WITH VERMICULITE POURABLE INSULATION. INSIDE FACE OF CMU TO BE LINED WITH 3/4" RIGID FOAM INSULATION SET BETWEEN FURRING STRIPS AND 1/2" GYP BD FINISH FOR COMPOSITE F:5 WALL INSULATION VALUE. ROOF INSULATION TO BE MINIMUM 4" OF NAILED RIGID FOAM INSULATION WITH ADDITIONAL TO BE TAPERED FOR DRAINAGE ALL FASTENED TO 2" STRUCTURAL WOOD DECK FOR COMPOS I TER30 INSULATION VALUE. EXPOSED FLOOR OF INTERIOR SPACES OVER GARAGES AND POOL TO BE INSULATED WITH 4" FIBERGLASS BATT FASTENED TO UNDERSIDE OF FLOORING WITHIN CEILING CAVITY FOR R19 INSULATION VALUE. SAME INSULATION TO BE USED AT WOOD STUD WALLS AT FIREPLACE CONSTRUCTION. SAME FIBERGLASS INSULATION TO BE PLACED AT CEILING BETWEEN KITCHEN AND MASTER BEDROOM AS WELL AS BETWEEN CLERESTORY AND SAME BEDROOM FOR ACOUSTICAL PERFORMANCE. JJ5 n MOISTURE PROTECTION – VAPOR BARRIER TO OCCUR BENEATH ALL CONCRETE SLABS. ALL RETAINING WALLS ADJOINING OCCUPIABLE SPACES TO BE TREATED AT EX– TERIOR X– TERIOR SURFACE WITH A WATERPROOFING LAYER OF F I BRATED ASPHALT EMULSION TO EXTEND A MINIMUM OF 12" BEYOND GRADE AND TO BE PROTECTED FROM DAMAGE DURING BACKFILLING PER MANUFACTURER' S RECOMMENDATIONS. STUCCO WALLS ARE GENERALLY AND ALWAYS TO BE COATED WITH AN ELASTOMERII_ FAINT WHICH IS THE PRIMARY BARRIER TO MOISTURE INTRUSION AT THE WALLS. STUCCO TO CONTAIN WATERPROOFING ADDITIVES AND FIBERGLASS REINFORCING , St U�c.O FIN ISi+ art" D 21✓� GOUi2`r R ETt�I h4lr.)(a �IY.I►_(S To 3E 1+�4�Y TA613 Y w/ Fv%rte oYsTCtiS.CLL—s Pt,u,z_D IN C0Nc.r;Nrn-,-TI0-J. 6VIL_AiN.4 To B SAryD Flo. w/E_L4f, (2r� ROOFING TO CONSIST OF ELASTOMERIC SHEET MEMBRANE (EPDM) FULLY ADHERED TO RIGID INSULATION. FLASHING TO BE FLEXIBLE RUBBER TO BE INSTALLED PER MANUFACTURER' S RECOMMENDATIONS (REC. WHITE CARLISLE EPDM) ANY RIGID COUNTER–FLASHING REQUIRED AT STUCCO SCREED TO BE COF'F'ER. UNDERLAYMENT TO EXTERIOR TILE WOF:K OVER INTERIOR SPACE TO BE SINGLE–F'L'Y WATERPROOFING MEMBRANE FULLY ADHERED TO DECK. TILE TO BE INSTALLED OVER MEMBRANE PER TILE COUNT=IL OF AMERICA RECCOMENDATIONS. ALL DOOR THRESHOLDS TO BE SET IN WATERPROOFING MASTIC AND ALSO OVER TURNED UP SINGLE–PLY MEMBRANE WHERE APPLICABLE. DETAILS WILL CONSIS– TENTLY PROVIDE FOR MINIMUM 1/2" RISE FROM ANY WATER BEARING EXTERIOR SURFACE TO BASE OF THRESHOLD SETTING. SEALANTS TO BE SILICONE–BASED WHEREVER I_OMPATIBLITY OCCURS PARTICULARLY AROUND ALL WINDOW AND EXTERIOR DOOR OPENINGS AT STUI=I.O. INSTALL PER MANUFACTURER' S REI=OMMENDATIONS AND INSURE BOND BETWEEN SEALANT AND ELASTOMERIC FAINT. 54 ------------------------------------------------------------------------------------- 10CT 2 92 D 0 0 R S C H E D U L E ' ----------------------------------------------------------------------------- ' 1 TAG 1 WIDTH 1 HEIGHT I TYPE REMARKS ' ----------------------------------- ' 1 DOI 1 6' 0 8' co : PR 310"x 310" WD 1 CUSTOM W/ ETCHED GLASS : -1- : 1 1-3/4" 1W2H ! STNLS STL, MULTI-POINT LOCK : 1 ' ----------------------------------------------------------------------- 1 1 1D02 13' 0" 1618" 1SC WD TWeSK : ELEVATOR CHASE 1 -1- 1 11-3/4" 4PAWi— ; ' ------------------------- 1 D03 1 3' 0" : 618" 1 SC WD FKANN : -1- : 11-3/8" 4rAA)r-L_ ; ' ----------------------------------------------------------------------- 1 004 : 310" 16' 8" : SC WD FbQQN 1 ---------------------------------------------------------------------- 1 1D0515' 6-7/16" 1810-7/8" 1PR 310"x 810" WD1WEATHER: SHIELD FRENCH 5-4 1 -1- 1 11-3/8" 1W1H : STNLS STL, MULTI-POINT LOCK: ' ----------------------------------------------------------------------- ' 1DO 15' 6-7/16" 1810-7/3" 1PR 310" 810" WD1WEATHER: SHIELD FRENCH 5-4 1 -1- 1 11-3/8" 1WIH : STNLS STL, MULTI-POINT LOCK: ' ---------------------------------------------------------------------- 1 1 D07 1 3' c=)" 6' 8" : SC WfD') FLUSH 1 ' ---------------------------------------------------------------------- ' D0813' 0 X6' 8" 1SC WD FLUSH : -1- : 1 11-3/81I I 1 ------------------------------------------ -n------------------------- ; 1 D�9 1 '�' 6" : 810" 1 SC 4 PANEL ! GARAGE GARAGE HARDWARE W/ OPENER ; _l_ : 1 : 1-3/4'' i ------------------------------------------ ----------------------_--- ' 1 8' i�" ; SC 4 PANEL : GARAGE GARAGE HARDWARE W/ OPENER 1 1 1-3/411 I 1 ---------------------"---` -------------!--------------------------- 1 1D1116' O" 1810" 1PR 310"x 810" WD1STNLS STL, MULTI-POINT LOCK : 1 -1- 1 1 11-3/8" SC FLUSH 1 ' ---------------------------------------------------------------------- 1 1D1 13' 0" 1618" 1SC WDFLUSH 1STNLS STL, MULTI-POINT LOCK : : -1- : 1 : 1-3/3'' I 1 ' ------------------------------------------------------------------ D1313' 0 6' ^o" 1SC WD FLUSH : STNLS STL, MULTI-POINT LOCK : 1 -1- 1 11-3/8'' ; ---------------------------------------------------------------------- i 1D1416' 1-1/8" 1811-7/16" 1PR 310": 310" : WEATHER SHIELD SLIDING 5-631 -1- ; ! WD/GL SLIDING : LOCK ' ----------------------------------------------------------------------- ' 1 1 I 1D1513' 0 6' 8" ALUM/SCREEN LOCK 1 -1- i I ------------------------------------------------------------------------- 1 D16 1 3' 0" 1618" !ALUM/SCREEN 1 LOCK 1 ' ----------------------------------------------------------------------- 1 1D17Q' G" 1810" 1SC 4 PANEL : GARAGE HARDWARE W/ OPENER 1 : -i- : 1 -1- 1 1 1 ------------------------------------------------------------------------------------- SS ----------------------------------------------------------------------------------------- 1 ; D18 ; ; ; ; unused ; ---.- ---- -------------------------____ --- - ---_------------------------------- ! unused ------------------------------ ; unused ---------------------I—------------------------------------- D20 : ---------------------------------D it ; 310 ; 6' 8" ; SC WDFLUSH : ELEVATOR CHASE ; ; -2- 1 ; 11-3/4'' 1 1 � 1 ' ---------------------------------------------------------------------- ' 1 ' 1 D' 1 ; 3' 0" ; 6' 8" QC WD FLUSH ; 1-2ce I 1 11-3/8'' 1 1 ---------------------------------------------------------------------- 1 1 D ; 3' C-) ; 6' 8" ; SC WD FLUSH ; ' i , --- ' : 1-3/8'' I 1 1 1 1 ' ---------------------------------------------------------------------- ; D23 ; 3' i�" !618" ; SC WD FLUSH ; 1 1 : -2- : I : 1-3/8'' 1 1 1 ----------------------------------------------------------------------4 D' 1 1 1 ' i I 6, �� 6, 8" i " ; PR 3' c_>"%6' 8" WD ; I 1 ; - ; ; SLIDING ; ; ---------------------------------------------------------------------- ; D5 ; 3' 0" ! 613" ; SC WD FLUSH ; : -2- : 1 : 1-3/8'' 1 1 ' --------------------------------------i------------------------------- 1 D6 ; 3' 0" ! 619" ; 5G WD FLUSH ; -._.- ; ; : 1-3/8'' 1 1 � ; ------------------------------------------------------------------------ ' D27 ; 3' 1-5/8" 1810-7/8" ; Si_ WD/GL ; WEATHER SHIELD FRENCH 3-0 : -2- : ; 1-3/8" ; STNLS STL, MULTI-POINT LOCK ----------------------------- -' 1 ' ; ; D8 : 5 0" ; 6 8" ; PR �' 6"x& B" WD ; 1 Y 1 ; -2- ; ; ; 1-3/811 SC SLIDNG ; ' -------------------------------------------------------------------...- --- ' 1 1 ; D' 9 ; 4? 0" ; 6' 8" ; PR 210":.618" WD ; -2- ; ; ; 1-3/8" SC PIVOT ; 1 ; --------------------------------------------------------------------- ;D30 ; 4' o'' : PR 31c_i" :6' 8" WD ; i 1 -2- ! ; ; 1-3/8" SC PIVOT ; i -------------------- -------------------- ; D31 ; 3' 0" : 613" ; SC WD A� FLUSH ; ' J,5i�" ; 6' 8" ; PR �' 6"x& 8" WD iD�J+_ I _ � ' ; -2 ; ; SLIDING ; ' --------------------------------------------------------------------- i ; D33 ; 310" ; 618" 1SC WD FLUSH ; 1 1 - ; 11-3/8'' ; ' ---------..------------------------------------------------------------------ i : D34 : 310" ; 6' 8" : SC WD FLUSH 1 -2 ; ; 1-3/8" ; ' ---------------------------------------------------------------------- ; 1 035 ; 510" ; 618" ; PR 2' 6" x6' 8" WD ; , -y- ; ; 11-3/8" SCSLIDNG ; 1 I ' --------------------------------.---------------- --------------------- ; ;D36 ; 5' 11--1/4" ; 810-1/3" ; PR 310": B? O" ; WEATHER: SHIELD SLIDING 5-68 ; 1 -2- : ; ; WD/GL SLIDING ; LOCK --------------------------------------------------------------------------- 15(o ------------------------------------------------------------------------------------ : D37 : 6' 5-1/: " : 310-1/2" ; 1-R 313"x810" ; WEATHER SHIELD SLIDING 5-67 : - - ; :WD/GL SLIDING ; LOCI.::: -- 1 ---------------------.•---'-------'--- ' 1 D38 : 5' 11-1/4" : 810-1/2" : PR 3' 0"';8' O" ; WEATHER SHIELD SLIDING 5-68 ; ! -2- : :WD/GL SLIDING ; LOCF::: ' ---------------------------------------------- ----------------- ; D301 5' 11-1/4" : 810-1/2" ; FR 310"%810" ; WEATHER: SHIELD SLIDING 5-68 ; -3- ; ; :WD/13L SLIDING : LOCI::: ; ' -------------------------------------------------- D40 ; 3' l?" ; 6' 8" : SC WDFLUSH : ELEVATOR CHASE ! -3- : 1 : 1-3/4'' I 1 ' ------------------------------------ ' 1 ; D41 ; 3' oll ; 810" ; SC WD FLUSH ; : -3- : 1 : 1-3/8'' 1 1 ' ------------------------------------------------------------------------ ' 1 1 D43 ; 310" 181 011 : SC WD FLUSH ; 1 11 1 1-3/811 1 1 : -3- 1 1 1 1 1 ---------------------------------------------------------------------- ; D43 ; 3' 0 ; S' 0 : Si--: WD FLUSH ; -3- ; ; 11-3/8" POC[-.::ET ; 1 ----------- ' D44 ; 3' C-) ; 8' 011 : S,--'. WD FLUSH ; 1 -3- : 1 13/8" BI.-FOLD ; 1 1 1 1 .- ' ------------------------------------------- ' D45 : 3r ri" ; 8r i)11 ! Si--* WD FLUSH ; -3- ; ; Q-3/8'' 3/811 1 1 ' ---------------------------------- -------- --------------------------- ; D46 ; 5' 11-1/4" 1810-1/3" ; PR 3' 0"x8' 0" ; WEATHER SHIELD SLIDING 5-68 ; -3- : ; ; WD/GL SLIDING : LOCK ' --------- -------------- ---------------- ' 1 : D47 ; ; ; ; unused ' 1 1 -3- :n I 1 I I 1 1 V 1 1 ------ --------------- ' D48 ; 3' 0" : 810" : PR 310"x810" ; WEATHER SHIELD SLIDING 5-63 : -3- : ; !WD/GL SLIDING : LOCK (or French 6-0) 1 ' ---------------------------------------------------------------------- ' ' : D491310" : 810" : SC WD FLUSH i 1 -3- : 1 : 1-3/8'' 1 1 1 1 ' --------------------------------------------i---------------------------; 1 D50 ; ; ; ; unused i -r:l" 1 1 1 1 1 1 ' ------------------------------------------------------------------------- ' le- NoT �7 ________________________________________________________________________ W I N D O W S C H E D U L E OCT 7 92 ________________________________________________________________________ | MARK | WIDTH : HEIGHT 1 MFR # | TYPE 1LITES | ________________________________________________________________________ | W01 | 219-5/16" | 419-1/8" " | 11-28x24 : WD/GL DH (or tilt ) | 2 | | -1- : | | | | | | ________________________________________________-_____________________ / | W02 | 219-5/16" | 419-1/8" " | 11-28x24 ; WD/8L DH (or tilt ) | 2 | |____________________-_________-_______________________________________ | | W03 | 218" | 218-7/8" 111-2828 : WD/GL CASEMENT FXD | 1 | | -1- 1218" | 4110-7/8" | 11-2854 : WD/GL CASEMENT | 1 | | __-------------------------------------------------------------------- } | W04 | 218" | 218-7/8" | 11-2828 ! WD/GL CASEMENT FXD | 1 | | -1- | 218" | 4110-7/8" 111-2854 ! WD/GL CASEMENT | 1 | | ______________________________________________________________________ | | W05 1210-7/8" | 21 -0" | 11-2020 : CASEMENT FXD | 1 | | | \ | \ HEAD @ 615" AFF | | | ____________________________________________________-___________-___-- | | W0G : unused | | � __________-___________________________________________________________ | | W07 : unused � | | | | | | | | � ______________________________________________________________________ | | W08 | ! unused | | | | | \ | | | | ________________________________________________________________-_____ | | W09 : unused | | | ___________________-__________________-______________________-_______- | |W10 | | | ! unused ( | ( | | | | | | | ____-_______________-_______________________________________________-_ | | W11 : unused | | | | | | ______________________________________-________________--_-___________ | | W12 | | | : unused � | | | ---------------------------------------------------------------------- | | W13 | | | ! unused | | | | | | | | | _____________________________________________________________________- | | W14 ! unused | � i | | _____________-________-_____________________-_________________________ | | W15 | | | : unused | | | ---------------------------------------------------------------------- } | W16 : unused | | i ____________________-____________-____________________________-_______ | |W17 ! unused | | ________________________________________________________________________ -------------------------------------------------------------------------- W18 ; ; ; ; unused ; ------------------------------------------------------------------------------ ' ; W19 ; ; ; ; unused ; ' ---------------------------------------------------------------------- ' ; W it ; 21 8" : 218-7/8"8-7/8" ; 11- 328 :WD/GL CASEMENT FXD ; 1 1 -2- : 218'' ; 4110-7/8" ; 11-' 854 :WD/GL CASEMENT ; 1 ' ----------------------------------------------------------------------- ;W' 1 : 218'' ; ' ' 8-7/8" : 11-2828 :WD/GL CASEMENT FXD ; 1 : -2- 1218" ; 4' 10-7/8" : 11-2854 ; WD/GL CASEMENT ; 1 ' ---------------------------------- ' W'2 : 213'' : 2, e-3/4" ! 11-2828 :WD/GL AWNIN13 ; ' ------------------------------------------------------------------ W 3 ',218''8" ; '2' 8-3/4" : 11-2629 :WD/GL AWNING ; 1 ' ---------------------------------------------------------------------- ' ; W' 4 ; 219-5/16" ; 419-1/8" : 11-28x24 ; WD/GL DH (or tilt :) ; ' ---------------------------------------------------------------------- ' W''5 ; ; ; : deleted ; ' ---------------------------------------------------------------------- ' ; W26 ; 1 8" : 218-3/4" ; 11-' 020 ; WD/GL AWNING ; 1 -2- ; ; : 11-2e28 ; ; ' ---------------------------------------------------------------------- ' ; W 7 : 21 -9 5/ 16" ; 419-1/8" 111-28x24 ; WD/GL DH (or tilt ) ; ' ----------------------------------------------------------------------- ; W 8 ; 4' 0'' : 518-1/2" ; DIRECT- : 410"X310" C=USTOM OVER ; 1 ! SET ' 410"X510" CUSTOM ; 1 ------------------------------------- ' W3'3 ; 11 '8-1/ " : 618-1/2" : 5-12 OXXO ; 4-PANEL SLIDING WD/GL ; 4 ' ------------- -------------------------------------------------------- ; W30 : 1118-1/2" : 613-1/2" : 5-12 OXX014-PANEL SLIDING WD/GL ; 4 ; , -- ' ---------------------------------------------------------------------- ' W31 1513-5/16" ; 417-1/8" 138X48 ; WD/GL SLIDER FLANKED BY ; ; -3- ; 311-5/ 16" ; 1 ' 4-13/16" ; 33-1/2x 1' ; PR TILT TRANSOMS 11/UNIT ; ; W3' ', 810'' ; 1 ' 4-3/4" : 31-2812 81 ; 3-PANEL WD/GL AWNING FXD ; 3 ! -2- , ' ------------------------------------------------------------------------ ; ; W33 ; ; ; ; deleted ' --------------------------------------------------------------------- W34 ; ; ; ! unused , ---------------------------------- ; ; W35 ; ; ; ; unused ----,--------- ,4 ------------------------------------------------------------------------ 1 1 ; W36 ; ; ; ; unused 1 1 1 1 1 1 1 1 1 1 i 1 ' ---------------------------------------------------------------------- ; 1 ; W37 ; ; ; ; Unused I I I 1 1 1 1 1 1 ' ----------------------------------------'------------------------------ : W33 -----------------------------; W38 ; ; ; ; unused 1 I 1 1 1 1 1 1 1 1 1 ' --------------------------------------------------------- ; W39 ; ; ; : unused ' 1 1 1 1 1 i I 1 1 1 1 1 1 1 1 1 ' ---------------------------------------------------------------------- ; W40 1218" ; ' ' -6" : TRIANGLE ; PR WD/GL CUSTOM D I REi:T-SET ; 1/UNIT ; : -3- ; 218'' ; 4' 6-7/8" : 11-2850 ; PFS WD/GL CASEMENT 1 : 218'' : 210-7/8" 111-2820 ; PR WD/GL CASEMENT FXD ; 1 ---------------------------------------------------------------------- ' ; W41 ; 318" ; 218-7/8" 111-2823 ; WD/GL CASEMENT FXD ; 1 -3- : 213"8" ; 4' 10-7/8" 111-2854 854 ; WD/GL CASEMENT ; 1 ' ----------------------------------------------------------------------- ; ; W4 ; ; ; ; deleted 1 1 1 1 I 1 I ' ---------------------------------------------------------------------- ; ; W43 ; ; ; ; deleted : -3- 1 1 1 1 1 1 -v3.!- 1 1 1 1 1 1 -.-.--------•-•-----------------------•-•--------••-•------.- ; W44 : 218-3/4" : 218" ; 11-2828 ; WD/GL AWNIN13 ; 1 1 3 1 1 1 1 1 1 I V ' ----------------------------------------------------------------------- ' W45 : 218-3/4" : 213" 111-2828 ; WD/GL AWNIN13 ; 1 : -3- '-Jn- i 1 I 1 1 1 1 ' ---------------------------------------------------------------------- 1 W46 : 218-3/4" ; , 8" : 11-2828 8' 8 :WD/GL AWNING ; 1 1 '�- 1- 1 1 1 1 1 1 1 V 1 1 1 I 1 1 ' ---------------------------------------------------------------------- ; 1 W47 : 210-7/8" ; 3' -0" : 11-2020 ; CASEMENT FXD ; 1 1 -3- 1 HEAD C 615" AFF 1 1 : HEAD ' ---------------------------------------------------------------------- 1 W48 :210-7/8" : 21 -0" 111-2020 ; CASEMENT FXD ; 1 1 -3- ' HEAD C 615" AFF 1 1 1 1 1 ' ---------------------------------------------------------------------- ; W49 15110-5/16" : 413-1/3" ; 32 :44 :WD/GL SLIDES: FLANKED BY ; -3- ; 310" ; 413-1/8" ; ; PR CUSTOM DIRECT-SET ; 1/UNIT ; ' ---------------------------------------------------------------------- ; I W50 : 1210" : 91 0" : DIRECT- : PR 6' 0"X6' 0" CUSTOM OVER ; -3- ; ; : SET : PR 610"X310" CUSTOM ' ----------------------------------------------------------------------- ; W51 : 1210" ; 9' Vii" : DIRECT- ; PR 6' 0"X6' 0" CUSTOM OVER -3- ; ; : SET ; PR 610"X310" CUSTOM ' ----------------------------------------------------------------------- ' 1 ' W5 ; 4' (_)" ; 8' 0" ! DIRECT- ; 4' i y"X3' 0" CUSTOM OVER ; 1 -3- ; ; ; SET ; 410"X510" CUSTOM ; 1 ' ----------------------------------------- ---------------------- ' ; W53 1610" ; 8' ti" ; DIRECT- ; ',_- 310"x510" CUSTOM OVER -3- ; ; : SET ! 2- 310"x310" CUSTOM 1 1 ---------------------------------.--------------------------------------- 6 ---------------------------------------------------------------------------- W54 : 218'' : 4110-7/8" : 11- 854 : WD/GL CASEMENT 1 1 -J^1- 1 1 I I I 1 1 1 1 1 1 1 1 1 ' --------------------------------------------------------------------•-- 1 i W55 : 21 8" : 4110-7/e" 111-2854 : WD/GL CASEMENT 1 n 1 1 1 1 1 1 : -3- 1 1 1 1 1 1 ----------------------------------------------------------------------- � W56 : ' 8" � ' 8-7/8" : 11-2828 : WD/GL CASEMENT FXD 1 -3- ; 218'' ; 4' 10-7/8" : 11-2854 1 WD/GL CASEMENT 1 ' ---------------------------------------------------------------------- ' W57 : 713-5/ 16" : 4' 8-1/8" : 20-40- ! TRIPLE SLIDE BY 8 1 -3- 1 1 i 1' 20 24 I 1 _ '1 ---------------------------------------------------------------------- ' ' jW58 unused ' 1 1 I 1 1 1 1 1 1 ' ---------------------------------------------------------------------- ; 1 W59 : unused 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------ NOTE: Unless otherwise noted, top of window unit set at 810" AFF. All WEATHER SHIELD(R) product . �o� ------------------------------------------------------------------------------------ ; NOV 4 92 F I N I S H S i_ H E D U L E - ; - ROOM ; FLOOD' ; CEILING ; WALLS ; TRIM ; REMARKS ------------------------------------------.---------------------------- ; ; Front : Stene i i ; ! Rustic Conchuela(R) ; Porch : 12x12 tiles C grade : outside front door ' ------------------------------------------------------------------------ ; ; )rand ; Stene 1GYF'(paint ) 1GYF' ; Base 6" ; Inset to be 4" black: F•oyer : 912" AFF ! paint ! Stone : granite squares on (F'T:) : 2'' W�od ; diagcanal spay= ing per ; ; (2) ; plan ' ---------------------------------------------------------------------- ; ; Garage : Sealed ; GYF'(paint ) ; GYF'/i=MU : Base 6" ; Smc nth finish concrete : Q1 &< #' : Concrete ; ; (paint) : Wood C ! Lap CMU E wall w/ GYP ; ; ; ; QYF' BD ; BD for consist . finish ; ' ---------------------------------------------------..---------------------- ' ; Hall #1 ! Stone ! GYP varies ! GYP ! Base 64 (3) (3) 181 " AFF ; (paint ) ; Stene ; : (paint ) ; 12" Wood : ' ---------------------------------------------------------------------- ; ; Hal 1 : Stone :GYP : GYP ; L-+ase 64 (7) (7) ; : Closet ; : 812" AFF ! (paint ) ; Wood, F'T ; ' ---------------------------------------------------------------------- ' ; E1 evertor ; Sty ane ; V)=W : GYP ; : Set & finish per manuf ; ; (paint :) ; ; recommendations ; ' ---------------------------------------------------------------------- ; ; E1 evertor ; Sealed :GYP : exposed ; ; ! Equip F:m ; Concrete : (paint ) : to stair ! ; ; ---------------------------------------------------------------------- ; ; Servic=e ; C:eramic (9 ) ; GYF' : GYP ! 4" CT Xibergl ass tub/shwr ; ; Bath ; Tile (CT) ;812" AFF ; (paint :) ; Base(5 ) ; WD van w/cult marble ; ; (!:M) top set on 4"tile ; ' ---------------------------------------------------------------------- ; ; Servic=e ; )=eramic (9 ) ; 1 T&G WD ; GYP ; Gx12 CT : ; Bedroom ; Tile ; SOFB' 10AFF ; (paint ) ; Base ; ----------- ' Stair ! Precut c:8:) : exposed wd ' GYF' (F'T) ; Base 6" 100) ( 16) ; 01 ; trds, risr ; ; WD Fails ; Stene ; Step trim ' ---------------------------------------------------------------------- ; ;Garage : Sealed : GYP : GYP ; ! Smooth finish concrete : ( ; Storage : Concrete ; �.�paint :) ! (paint ) 1 ' ' ------------------------- --------------------- ' ; Shower ; Spraycrete ; WD (paint ) ; Stucco ; ! Central drain : over cans= ; ------------------------------------------------------------- ; ; P l ; Spraycrete ; 1 T&G WD ; Stucco ; Coping ; Spr-aycrete apply over ; b Z. ---------------------------------------------------------------------------------- ! Foyer #2:Stone (8) ! GYP(paint ) : GYP ; Base G" : (2) ; SOFB' IOAFF ; (paint ) ; Stene ; -------------------------------------------------------- Nall #2 ; Stene (8) ; GYP(paint ) ; GYP ; Base 6" 42) ; 81 " AFF ; ; " We,od ', ------------------------------------------- ; ; A/I ; V T ; GYP(paint ) ; GYP ; !Closets ; 1812" AFF : (paint ) ' ----------------------------------------------------------------------- ' ; Linen ; Stene ; GYP(paint ) ; GYP ; Base 6" ; ; Vloset ; 1812" AFF ! (paint ) Nood ; ----------------------------------------------------------------------- ; Laundry : Stone ; GYP(paint ) ; GYP ; Base 6" ; : 812" AFF ; (paint ) Nood ; ' ---------------------------------------------------------------------- ' ; Stair #3 ; I_arpet ; GYP ; GYP ; Base 6 4 base to step ; (paint ) ; (paint ) Nood ; handrails C each side ---------------------- ' Bedroom : Carpet : exposed wd ; GYP ; Base G" ; marble sills C windows 1 #2 ; ; frame/deck ; (paint ) Nood ; TYP ' ----------------------------------------------------------------------- ; , Qathroom ; l eramic ; GYP(paint ) ; GYP 1G::12 1=T ; 1=T wall sur tub/shwr A2 ; Tile (5) ; 912" AFF : (paint ) ; Base ; to 8' AFF/WD van CM top ; ' ----------------------------------------------------------------------- ' , , Bedroom : Carpet : exposed used wd ; GYP : Base 6" ; ma•rb 1 e sills #3 ; ; frame/deck! Nood ; , --------------------------------------------- ' ; Bathroomi eramic ; GYP(paint ) ; GYP 16x1 CT : CT wall sur tub/shwr #3 ; Tile (5) ; 912" AFF ; (paint ) ; Base ; to S' AFF, pedestal sink! ' ------------------------------------------------------------------------ ' Great ; P-urethane ; e:posed wd ; GYP ! Base 6" ; Stene facing C F/P, : Room ; WD ( 14) : 1716" AFF : (Paint ) Nood Nall i & hearth ' , ' ---------------------------------------------------------------------- ' ; Dining ; P-urethane ; exposed wd ; GYP ; Base 6" ; WD cabinets & shutters ; Spar=e ; WD ( 14) 11716" AFF ; (paint ) ; Weed ; @ wall to kitchen ' ------------------ ------------------------ ' : Kitchen ; P-urethane ; GYP(paint ) ; GYP ; Base 6" ; (pt ) cabinets w/stnlss ; : WD ( 14) : 912" AFF ! (paint ) Aoe sp. ; steel counter/app far=e ; ' ------------------------------------------------------------------------ ; , Royer #31P-urethane: GYP(paint ) : GYP ; Base 6" ; ceiling detail ( ) WD ( 14) 11012" AFF ; (paint ) ; Wood ; , ------------------------ ' ; Hall #3 ; P-urethane ; GYP(paint ) ; GYP ; Base 6" ; ceiling detail ( ) ; WD ( 14) ; 912" AFF ; (paint ) Nood ; ' ----------------------------------------------------------------------- ; , Terrace : Ceramic ! exposed used wd ; Stucco ; : CT over the kset mortar ; Tile ( 12) ; ; ; base slope w/wtrprf (6) ; ' ---------------.---------------------------------------------------------- ; , ; Master : Carpet ; exposed wd ; GYP ; Base 6" 1 ( 13) : Closet ; ; : (paint ) ; W,_,c,d ; , ; °< Master : Nest i b l V ; , ' --------------------------------------------------------------------- , Master ! Carpet : exposed wd ' f F Base G" ' Gr an lte tile C hearth ' , ; Bedroom ; ; : (paint ) Nood ! flush w/ Or ( 17) -------------------------------------�----------------------------------- 3 ; Master ; Granite ; GYF'(paint ) ; GYP : Gx1' GT ; Slab granite vanity ; Bathro gym ; Tile (GT) : 912" AFF ; t:paint ) ; Base ; top allow ` 100/LF 112x12 ; v. 1 ices ; ' ------------------------------------------------------------------------------ ' GT ; GYF'C aint ) : W6 GT ; E 6 GT ; tempered Master � V.'6 �T p Al 1 �, glass Shower : : 912" AFF ; ' --------------------------- C:l oset#3 ; VCT : exposed used wd : GYP (PT) ; Base 6" ; : ----------------------------------------------------------------------- KQ All GYP ceilings TYP 5/8" Type "X" UON : ---------------------------------------------------------------------- 42) 3/4"x " wood trim to be located @ 618" AFF and @ ceiling ; ---------------------------------------------------------------------- : (3) Stene thinset over Portland c=ement mortar w/late:; additives ever concrete slab, align grout and slab control .joints, sealer req per supplier recommend, grout=Ultacolor by MAPEI or mart w/lat add : ' ---------------------------------------------------------------------- ' (4) 1x2 wd trim to occur where wall meets btm of exposed wd fl .joists ' ------------------------------------- : (5) c=eramic tile base to match floor w/ bullnose top edge ; ---------------------------------------------------------------------------- ; C6) Slope from 3" to 1-1/4" w/WWf reinforcing over single-ply ; waterproof membrane adhered to 3" wood deck ------------------------ ' (7) ' --------------------------------------------------------------------- ; c:8) Stene tile set over 1-1/4" min thickness of Portland cement w/lat : ; additives w/ wwf reinforc= ing over waterproof membrane over " deck ' ---------------------------------------------------•------------------ (9) Ceramic tile material cost allow @ $2. 85/SF ' ----------------------------------------------------------------------- ' : 00) Stairs c=omposed of 12%1 tiles cut w/ leading edge of treads ; bevelled @ shop ' --------------------------.-------------------------------------------- ; t: 11 ) Pool installer to shoot gun ite to i struc=tural concrete shell & finish Win 3" to 4" of far=e of stru=t shell to face of marc ite finish : ' ---------------------------------------------------------------------- ' C 1' ) Pref option=1/2xl2xl2 rustic C onshuel a Mex shell sty ane @ $3. 50/SF ---------------- C13) Master closet to have 'y reds w/ shelf @ sides & 4 shelves @ end ; Master vestibule closet to have base cabinet w/ small refrigerator , ; bar & sink w/ mirror backing & glass shelves ' ----------------------------------------------------------------------- ; ; C14) Polyurethane to be non-yellowing water-based ' ---------------------------------------------------------------------- ; C15) Stene to be 1/2xl2xl2 Portofino stone w/ fissures in honed finish ; @ allowance cost of $3. 85/SF, stone t�� be finished per supplier : recommendations w/ penetrating sealer & Architect to i approve sample ; prier to installation ----------------------------------- 16) Price alternate w/ 36" wide carpet runner inlaid between flanking : ; stone borders ' ------------------------------------- Ike17) i r�n.1 e til to be 3/8: 1- :1" UO , 1ol "sh d "linish thinset @ ; kea'rt� . Cti1�=F:5eT_ C-d rec=ess L f,a5�er �atll w/ ma� �=ost allowance @ $12/SF : ------------------------------------------------------------------------ 4 SPECIALTIES ALL WINDOWS TO BE PROVIDED WITH WOODEN HORIZONTAL BLINDS SET WITHIN THE CAVITY DIMENSION OF THE WALL_. BLINDS TO BE DELETED AT SHOWER AND AT OWNER' S DISCRETION. SPECIAL CONSIDERATION FOR "BLACK —OUT" CONDITION It'd MASTER BEDROOM. FIRPLACES AND CHIMNEY SYSTEMS TO BE PRE—FABRICATED, BUILT—IN, ZERO— TOLERANCE TYPE (RECOMMEND MAJESTIC LINE) TO BE INSTALLED PER MANUFAC— TURER' S SPECIFICATIONS. SIZES TO BE 42" WIDE FACING SITTING AREA AND 36" WIDE AT MASTER BEDROOM. CHIMNE`,' FLUE AND CAP TO BE PAINTED ALUMINUM WHERE EXPOSED. ANY OCEANFRONT PACKAGE AVAILABLE IS RECOMMENDED. APPLIANCES & FIXTURES GENERALLY SUPPLY GE APPLIANCES AS NOTED WITH SELECTION CONFIRMED BY OWNER. COMMERCIAL KITi_HEN "LOOK" WITH BRUSHED ALUMINUM FINISH IS AVAILABLE. PLUMBING FIXTURES TO BE KOHLER OR AMERICAN STANDARD FOR PRICING TO BE CONFIRMED BY OWNER. INTERIOR PLUMBING — RECOMMEND CPVC SCHEDULE 40 SUPPLY PIPING, PVC SCHEDULE 40 SOIL PIPING/VENTING. SWIMMING POOL SHELL OF POOL TO BE STRUCTURAL CAST IN PLACE CONCRETE INTEGRALLY TIED TO HOUSE FOUNDATION SYSTEM. SECONDARY APPLICATION OF GUNITE CONCRETE TO LINE INITIAL SHELL AND PROVIDE FOR MARC I TE FINISH. DECORATIVE CERAMIC TILE TO OCCUR AT WATERLINE AND BOTTOM INSETS. POOL FINISH TO EXTEND TO UNDERSIDE OF DECORATIVE STONE FOOL COPING. POOL LIGHTS LOCATED PER ELECTRICAL PLAN. FURTHER SPECIFICATIONS AVAILABLE FROM SURFSIDE FOOLS, INC. (CONTACT—JIM/SALES) . RECOMMENDED OPTIONS INCLUDE ONE HEATER SYSTEM FOR JACUZZI AND POOL IN LIF_U OF REQUESTED SOLAR PANEL SYSTEM. ELEVATOR SYSTEM ONE WAUPACA CUSTOM—LIFT RESIDENTIAL PASSENGER ELEVATOR: AHP MOTOR, 30—VOLTS, SINGLE--PHASE, 6UHZ, 42"x42" CAB, 3—STOP, 500 POUND CAPACITY, 30FPM. PRICE "THE ESTATE" CAB FINISH. INCLUDE ONE WAUPACA MINI—WATER RESIDF_NTIAL DUMBWATER MODEL MW100, 1/2HP, 0"::2O" CAB, 115 VOLTS, 30F PM, ESTOP. INSTALL PER MANUFACTURER' S RECOMMENDATION. 65 T��Tom,'`:_ ELECTRICAL SERVICE SIZE AND LOCATION TO BE DETERMINED BY ELECTRICAL SUBCONTRACTOR AND CONFRMED BY ARCHITECT. SEE ELECTRICAL PLANT FOR FIXTURE AND APPLICANOE APPLIANCE LOCATION. SELECTION OF THESE ITEMS TO BE CONFIRMED BY OWNER AND ARCHITECT. PLANS SHOULD BE CONSIDERED FOR POTENTIAL INSTALLATION OF EMERGENCY GENERATOR. PROCESS LIGHTING FIXTURES ARE GENERALLY RECOMMENDED FOR PRICING. MECHANICAL PRELIMINARY HVAC DESIGN HAS BEEN CONDUCTED TO INCLUDE 4 SPLIT SYSTEM ZONES. AIF: HANDLERS OCCUR AT DESIGNATED CLOSETS; CONDENSING UNITS AT COURTYARD (SEE SITE PLAN) . ZONES INCLUDE: 1 ) MASTER SUITE, 2) THIRD FLOOR HALL WITH LIVING SPACE, 3) 1/2 SECOND FLOOR AND FIRST FLOOR, 4) 1/2 SECOND FLOOR. COMPLETED STATE OF FLORIDA ENERGY CALCULATIONS SHOW UNIT EFFICIENCY AT 11 . 0 WITH HEAT RECOVERY SYSTEM. UNITS TO BE TRANS OCEANFRONT PACKAGE WITH REPLACEMENT WARRANTY. BILL HARDLE AT AIR ENGINEERS HAS SYSTEM SPECIFICATIONS/ENERGY CALCULATIONS. bNElL&y c.-Lc.uLkTlo�,/S /STATE- F09-MS ArLF /nJ4-Luo27p J4-Er,-F)4 , 66 DUPREE RESIDENCE . (,Lt=VE) SN : 3825 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCT ION Section 9 Comp'llance Progr•arn - Resldentla'l Point System Method Ver:;ion 'I . U January, 1992 Department Of Commun-ity Affalrs Printout generated by EPI92 and submitted in lieu of Form 900--A--91 THIS COMPLIANCE FORM IS VALID IF suemI,rTED AFTER JANUARY 1 , 1992 PROJECT" NAME: PERMITTING OFFICE : AND ADDRESS : --------.----_______._____._-_-----_--_.----•-_-- A 7t-A W r E C. 13jr-4-C_44 CLIMATE ZONE: 1 2 3 -------------------------_..-------•------------- � _-_--_._._------------- BUILDER: PERMIT NO. : OWNER : MrL 4M(L 06Fti7 , VA-ti C-LEVF i JURISDICTION NO . : COMPONENT" : DIME_14SION : VALUE: RAPING : VALUE : OFFICIAL CHECKLIS'r STRUCTURE TYPE : Single--Farn•i I PREDOMINANT EVE OVERHANG Length : . 50 PORCH OVERHANG Length : 9 . 00 ------_- �----WINDOWS -_ -- - -- - --- --- -- Uoub'le Clear Total Area 1323 . 00 All Vertical G1 ass Total Area 1323 . 00 Al l Skyl -I ght G'I assn Total Area . 00 ---__-_._ -_--__-_-. WALLS Ext Wood France Area : 1 :332 . 00 R--Va ) : 5 . 00 Adj Wood Frame Area : 358 . 00 R---Val : 11 . 00 DOORS Adj Wood /area : 38 . 00 CEILINGS ____-____-- -------__-- FLAT Under, Attic Area : 2138 . 00 R--Val : 30 . 00 FLAT Under, Attic Area : 200 . 00 R--Val : 19 . 00 FLOORS Slab--on-GradePerimeter : 143 . 00 R--Val : . 00 Rsd Wood Adjacent Area : 1514 . 00 R--Va l : 19 . 00 DU CT S Unconditioned Space Length ALL. R--Val : 6 . 00 Central A/C SEE-_'R: 11 . 00 Mu 1 t i zone : Credit Cel 1 i ng Fan : Credit HEATING ------_.___ Heat Pump HSPF: 7 . 00 Multizone : Cred-i t - ----_.__ -----____-- EIectrJc EF: 93 Heat Rec . w/Heat Pump -- -_- --_- ------- - F3edroarns : 4 . 00 INFILI"RA1"ION ..___-_--_•_-- Cond'it-ioned floor Area : 4118 . 00 Pract : 2 AS BUILT POINTS / BASE POINTS 100 - EPI 54 , 631 . 56 157 , 477 . 27 95 . 05 I Hereby c.ert-ify that the plans and Rev,i(aw of- tf-)u plans; and spec'if'icat-ions apGci. t-icat-iorns covered by this ca lcu-- covered by this ca lculat-ion 'indicates lat-ion are -in compI -iance with the I cornplIancrr with the Fl or�ida Energy F l or idzi Energy Cc> >ij ENGINEERS, ANG. I Code . 8efor construction 'i Completed It I this bulld-ing w-i1 'l be Inspected for PREPARED 1=3`f : --_-- - ---__ ( compl -i Bance -in accordance with Sect-ion DATE E: : .-- 553 . 908 f=-S. I hereby certify that this building is -in compliance with the Florida Energy Code. I OWNER/AGENT : I BUILDING OFFICIAL : DATE: - --_ .. >RESURIPT"IVE MIEASURES (Mus; � , .) *31,t be, rne,t: or, Nx��c_�lc.ct by �i 1 i r�F�� i dcnc<�,...> * COM1f>ONEN r i SFc:TI ON RCQU I REQ+IEN 1"S--.._.______------.--___...__.__- WINDOWS 904 . 1 Maximum of 0 . :34 C;='Ml per, 1 'inear, foot of oper,abIo sash crack . EXTERIOR & 904 . 1 MIX'iInum, 0f 0 . 5 C!"M pe r, sq ft . Of door, rar,ea . Includes ADJACENT DOORS s'l ,id-ing glass doom; , solid cork;, wood pan(.-,') , •insulated , or grass door•ss ori Iy. EXTERIOR JOINT'S 904 . 1 To be caulked , gasketed , weather- str^i Aped-or other_-- & CRACKS wise sealed . WATER HEATERS 904 . 2 Must bear, label -ind-icat•ing comp'] Jance w/ASHRAE: stand- ar,d 90 or' comply with efficiency and :standby loss re-.- quirements . Switch or- c1ear'ly marked circuit breaker (electric) , or, cut--off (gas) must be provided . An external or, buI]t In heat trap must be provided . SWIMMING POOLS 904 . 3 Spas and heated pools must have covers (except solar, & SPAS heated ) . Nor)--commer,c:i a] pool ss must have a pump t-i mer Gas spa & pool heaters must have wirvirnum thermal efficiency of 78 l•l0'r WATER 904 . 4 Insul ai on i s requ i red onl y for rec I r^cul at'i fl systems PIPES In such cases, , p-ip,ing heat loss shall be 1 -irn•ited to 17 . 5 BTU/H/Linear• Ft . of pipe, . SHOWER HEADS 904 . 5 Water, glow roust be resstr,icted to no more than 3 ga] -- lons per in-inute- at 80 PSIG. HVAC DUCT 903 . 2. Constructed 'in accordance with -industr-y standards & CONSTRUCTION 904 . 6 local mec:harvical codes . DUC-tS -in uncond-it- oned space roust be 'insu'lated to in-in-imuni R--4 . 2 & jo-ints roust be seal ed . HVAC CONTROLS 904 . '7 Separ,ate re=adily ;accessible manual or aut:ornatIc thermostat for each system . INSULATION 904 . 9 Ce-Fl -ings in-inimurn R--19 . Common Wa1 `Is - frame R--11 or CBS R--3 . f=rame Common Cei l -ings & Floor,ss R--1 1 . �* INFILTRATION REDUCTION PRACTICE= COMPLIANICE: CHECKLIST COM PON EN'I"S REQUIRE;R'iLN'I"5 _.----•-----------"___.__-. PRACTICE #2 Cc)mp'ly With Practice T41 and the -fol lowinc:► -- --- --- Exterior WaVIs & r`l(Dors Top plate penetrat'ions, sea l(ad . Inf-iltra•tIon b<ar• I-!er i nsta l led . Sole plate/-f=loor joint cau l ked or sea led . Exterior Walls & Penetrations , jo-ints and cracks on -interior surface Ce: i l •i ngs cau l ked , sealed , and gasketed . Ductwork Ductwork 'in unconditioned space must be sea•led . Fireplaces Equipped with outside combustion air , doors , and flue dampers . Exhaust Fans Equipped with dampers . Combustion devices sue 903 . 2 (f) - Combustion f) - Combustion Appliances Prov'i d.-,d with outside combustion air . SUM-iIER (.3A._CULATIONS -_-- BASE = I AS--BUILT ORIEN AREA x f3SPNI POINTS JYPE: ,`3C ORI EN AREA x SPPq >; SOF = POINTS N 676 . 00 38 . 3 25890 . 8 � D8L CLR - -N4u..___.._J8 .-3---. . 78 134'7 . 5 D8L CLR N 90 . 0 38 . 3 - 50 1723 . 5 D8L CLR N 78 . 0 38 . 3 . 97 2897 . 8 DBL. CLR N 45 . 0 38 . 3 . 78 1347 . 5 08L CLR N 4 - 0 38 . 3 . 54 83 . 3 DBL CLR N 414 . 0 38 . 3 - 98 15539 . 1 E 125 . 00 79 . 7 9962 . 5 DF3l_ CLR E 54 . 0 79 . 7 . 57 2453 . 2 DBL CLR E 45 . 0 79 . 7 .46 1632 . `,5 D8L CLR E 26 - 0 '79 . 7 .46 943 . 2 SE 182 . 00 79 . 1 14396 . 2 DBL CLR SE 15 . 0 79 . 1 . 95 1131 . 1 DBL CLR 5E: 12 . 0 79 . 1 . 90 859 . 0 DBL CLR SE 155 . 0 79 . 1 . 97 11831 . 1 S 124 . 00 66 . 2 8208 - 8 DBL CLR 5 73 . 0 66 . 2 . 96 4615 .. 1 DBL CLR S 51 . 0 66 . 2 . 97 3274 . 9 5W 139 - 00 79 - 1 10994 . 9 D8L CLR SW 66 . 0 79 . 1 . 97 5037 . 9 DBL CI_R SW 55 - 0 79 . 1 . 94 4096 . 7 D8L Cl_R SW 18 . 0 79 - 1 . 90 1288 . 5 W 77 . 00 79 - 7 6136 . 9 DBL CLR W 12 . 0 79 . '7 . 93 884 . '7 D8L CLR lq 9 . 0 79 . 7 . 31 222 . 4 DBL CLR W 56 . 0 79 . 7 . 57 2544 . 0 . 15 ;< CONO . FLUOR / TOTAL GLASS AOJ . ;< GLASS - ADJ GLASS GLASS AREA AREA FAC'rOR POINTS 1)0IN,I'5 f)O1NTS . 15 4 , 118 . 00 1 , 323 . 00 . 467 75 , `5530 . 09 -- -35 , 292 52 -�--- 63 , 75:; 32 NON ------ AREA X SSPM POINTS TYPE R--VALUE AREA x SPfN P01N•rS WALLS-- --- -- --____-- -- Ext 1332 - 0 . 9 1198 . 8 Ext Woad Frame 5 . 0 1332 . 0 :3 . 07 4091 . 1 Adj 358 . 0 . 7 250 . 6 1 Adj Wood Frame; 11 . 0 358 . 0 . 70 250 . 6 Adj 38 . 0 2 - 4 91 . 2 Adj Wood 38 . 0 2 . 40 91 . 2 CEI UA 2047 . 0 . 6 1228 . 2 Under Attic 30 . 0 2138 . 0 . 60 1282 . 8 Under Attic 19 . 0 2.00 . 0 1 . 10 22.0 . 0 Sl b 143 . 0 --37 . 0 --5291 . 0 S'l ab--on-Grade . 0 14 3 . 0 -41 . 20 --5891 . 6 Rsd 1514 . 0 -•4 . 0 --6040 . 9 Rsd Wood Adjacent 19 . 0 1514 . 0 . 40 605 . 6 INFILTRATION -- -- --- -- 4118 . 0 8 . 0 32944 . 0 Practica 412 4118 . 0 8 . 00 32944 . 0 TOTAL SUMMER POINTS � ^ 59 , 673 . 46 537 , ;:47 . 07 TOTAL x SYSTEM - COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT == CUULINU SUM PI'S MULT POINI'S COMPON RAI-IU MULT MULT MULT PU1NTS !39 , 673 . 46 . 37 22 , 079 . 18 97 , 347 . 07 1 . 00 1 . 070 . 310 . 7'74 24 , 092 .4." Oc>k�<:Vc%c YF?1c>Y•'?k YK X<?Ec?k X<X<%K:4 :9YF%k'>K?k?Ec?K K K��c�>K��?OC gc X<?k>K��c X� K?K?k'?;t YF>k:4;?K�:rF YF�c�c'K YF'7 :-0c�< Y•:k�YF:LC:ti<k<X<:�A�%k K X<%k�c SOC>k:4c�c Vat WINTER CALCULATIONS EASE =-= I -_- AS--HU I L r URI EN AREA >: f3WPM POINTS I TYPE SC ORIEN AREA x WPM x WOf= - POmrrs N 676 . 00 7 . 3 4934 . 8 I DBL CLR N 45 . 0 ' -- -- 7 . 3 - 1 . 33 - -435 . 7 DBL CLR N 90 . 0 '7 . 3 1 . 79 11 '•7`-6 . 0 DBL CLR N 78 . 0 7 . 3 1 . 05 595 . 0 D8L CLR N 45 . 0 7 . 3 1 - 33 4"35 . 7 DBL CLR N 4 . 0 7 . 3 1 . 72 50 . 1 DBL CLR N 414 . 0 7 . 3 1 . 03 3112 . 9 E 125 . 00 ---9 . 2 -- 1150 . 0 I DSL CLR E 54 . 0 --53 . 2 -. 24 119 . 2 DBL CLR E 45 . 0 -9 . 2 -- . 66 272 . 6 DBL CLR E 26 . 0 -9 . 2 -. 66 157 . 5 SC 182 . 00 -22 . 7 --4131 . 4 I DBL CLft SE 15 . 0 -22 . 7 . 95 -324 . 5 DBL CLR SE 12 . 0 ...22 . 7 . 90 --246 . 5 DBL CLR SE 155 . 0 --22 . 7 . 97 --3395 .4 S 124 . 00 --28 . 4 -3521 . 6 I DBL CLR S 73 . 0 --28 . 4 . 98 --2031 . 7 D8L CLR S 51 . 0 •-28 . 4 . 99 --1429 . 1 sW 139 . 00 -22 . 7 -3155 . 3 I DBL CLR SW 66 . 0 -22 . 7 . 97 -- 1445 . 8 DOL CLR Sw 55 . 0 --22 . 7 . 94 -1175 . '7 DBL CLR SW 18 . 0 --22 . 7 . 90 --369 . 8 W "77 . 00 --9 . 2 -708 . 4 DBL CLR W 12 . 0 --9 . 2 . 78 ---86 . 5 DBL. CLR W 9 . 0 --9 . 2 ...1 . 29 106 . 8 DOL. CLR W 56 . 0 --9 . 2 --. 24 123 . 6 15 ;< COND . FLOOR / 1.01-AL GLASS = ADJ . ;< GLASS - A0J GLASS ( GLASS - AREA AREA FACTOR POINTS POINTS I POINTS . 15 4 , 118 . 00 1 , 323 . 00 . 467 --7 , 731 . 90 -3 , 609 . 97 I -3 , 919 . 70 NUN GLASS-- --- -- --- -- I AREA x BWPM -- POIfV'FS I TYPE R--VALUE ARCA x WPM - POINTS WALLS------ --- Ext 1332 . 0 2 . 2 2930 . 4 I Ext Wood Frame 5 . 0 1332 . 0 6 . 31 8410 . 5 Adj 358 . 0 3 . 6 1288 . 8 ( Adj Wood Frame 11 . 0 358 . 0 3 . 60 1288 . 8 I Adj 38 . 0 11 . 5 437 . 0 Adj Wood 33 . 0 11 . 50 437 . 0 I CEILINGS-------------...----- I UA 2047 . 0 1 . 2 2456 . 4 I Under, Attic. 30 . 0 2138 . 0 1 . 20 2565 . 6 Under Attic 19 . 0 200 . 0 2 . 00 400 . 0 I Slb 143 . 0 8 . 9 1272 - 7 I S-lab-on--Grade . 0 143 . 0 18 . 80 2688 . 4 Rsd 1514 . 0 1 . 0 1453 .4 I Rssd Wood Adjacent: 19 . 0 1514 . 0 2 . 20 3330 . 8 I INFILTRATION---- 41 18 . 0 NFILTRATION----------4118 . 0 7 . 4 30473 . 2 I PrUcticca 42 4118 . 0 7 .40 30473 . '2_ TOTAL WINTER POINTS I ---- 36 , 701 . 9.1 I 45 , 674 . 73 'r OT A L 5 , 674 . 73'TOTAL x SYSTEM - HE:A'rING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING) WIN PTS MULT POINTS I Cc)mnNI RAT10 MULT MULT MULT P()IINT 5 36 , 701 . 97 . '35 20 , 186 . 08 145 , 674 . 73 1 . 00 1 . 070 .484 . 900 21 , 288 . 63 >X�k-k>l'�K=k��kc�K�K��pc:k:K�pc>7c��>XyF:gc�YFk�=K�X>k>K�';��Kn<aK�pcX<kc:dc:�;�Xkc��>K:.��c�pc�<kc�pc%K:4c7ck<�K%F=kxc:fc�pc>X-k>K>X=9c�X:X�Oca1!=XX<>1cyF:KkcyF\�'K WATER HEATING - C_= aSE :___ =-_ AS—BUILT NUM OF x MULT - 'f•O'fAL TANK VOLUME EF TANK x MULT x CREDIT IOTA[.. 8EURMS RA•I'1O MULT 4 3803 . 0 15 , 212 . 00 50 . 93 1 . 000 3599 . 3 . 58 8 , 350 . 45 �Ic�K�X�X�Icxc�K�tl��kc�C�C�XkC�C�k��C�K�K��K�K�X�K�K�K�c�C�c�K�KY��CkC�C:xxc�K�Ic�C�K�k�K�K�Kk��K�K�KX�k�k��K�K�lc:ock�k��K�K%��X�K�Kk�kc�k�K�KX��c�k�Xkc SUMMARY --= BASE =-_ --= AS-BUILT =- - COOLING HEA,rING HOT INATER TOTAL. COOL-ING HEATING HOT-WATER 'ro'FAL POINTS + POINTS + POINTS - POINTS POINTS + POINTS + POINTS -' POINTS 22079 . 2 20186 . 1 15212 . 0 57 ,477 . 27 ( 24992 . 5 21288 . 6 8350 . 5 54 , 631 . 56 * E P 1 - 95 . 05 '� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-13-91 Section 9— Residential Point System Method Climate Zones Department of Community Affairs NORTH 1 2 3 PROJECT NAMEVAN Gf_EVE 1245SI99+E.U4.ZE BUILDER: AND ADDRESS: A-ELAU-nc- 14PERMITTING CLIMATE 1 2 3 OFFICE: ZONE: PERMIT JURISDICTION OWNER: / �' NO.: NO.: NEW CONSTRUCTION G IF MULTIFAMILY,NUMBER OF CONDITIONED / SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA C FT CLEAR TINT,FILM.SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL. PREDOMINANT EAVE OVERHANG ❑.� FT SIPANE FTSINGLE-PANE m FTSO ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE- SO. DOUBLE- SO SINGLE-FAMILY DETACHED CONDITION: ❑ LENGTH ,�FT PANE FT PANE FT NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = so. sc ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R = so so so CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER{ATTIC R = R = SLAB PERIMETER R = RAISEDD ''A''De .= R = FD. ® (�FO. © U`_1! TJ FT l l `QT I Vf DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED Ef CENTRAL ❑ ELECTRIC STRIP HEAT CEILING FANS ❑ ELECTRIC SOLAR: ❑ SPACE R = ❑ ROOM ❑ NATURAL GAS PUMP ❑ CROSS VENTILATION NATURAL GAS S.F. _ ❑ � �O ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ FUELS ❑OTHER WHOLE HOUSE FAN DEDICATEDHEAT VERY is ecKl '`— AIR CONDITIONER PACKAGE TERMINAL ❑ OTHER FUELS IN CONDITIONED HEAT PUMP ❑ NONE ❑ ATTIC RADIANT ❑ NONE HEAT PUMP: [I .[11SPACE R = ❑ NONE BARRIER E.F = m [ISEER/EER = AFUEHSPF! ® � LJ MULTIZONE EF = .E] NUMBER BEDROOMS = INFILTRATION �f PRACTICE USED �I�� _ 7 / l 7 7 X 100 ❑ #1 ' #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. N CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify that the pl�f7,' ��{I�d�Fe f q9�� red by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Code. All\ E \U r I the Florida Energy Code. Before construction is completed,this building will be inspected L LLL for compliance in accordance with Section 553.908,F.S. PREPARED BY: DAN I hereby certify that this building is in compliance with the Florida Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE: DATE: �3�pec 1 _ . � 2x 12 P ArrD ��n v� • 2xto@24 x'4"caci sCCE�s 'Z"cp x 2" PIPE CMQ aN GAL V, T rPv-aOLTS &EAcH COLvMN, C'EN7'ER JOINTS �a�1/. EMBED oN ca,.vMNS. Y-/!&" 06A 4- f�G +#S E A- w1,Y AOR FT6r, A,T FIK:z:r Loo �S GTIv ' A'1 SSC oS orm 522 579 GvASrgL. i► GONsTl v�T70N i e'onL. C< e—La10L 3x3xy4-1x¢• S�>✓ Al2cA OC-M A-S rHrzcl is a'7. �g" SL F-05 Y5 ANCHOP To GcvNG. Pit 1'k �� 2Xlo@7 1'% A/P GDiYC. , "V( ' Wf 7. Ft u 69Aor yA211rs ta ► } cc` i N � cT'1ON S2 SST'l ON -rt4FL) G�A S-r vIVAL .. AT 519 S7" 'FL 00lie- 30 9rm 522 579 N j GONG. COLUMN W WOOD 1"�EGiC OC it n'� t Com C'ACTI:0 10G/C 13AC K FILL. 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