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Permit 982 Ocean Blvd (vault) JOB ADDRESS PROPERTY OWNER 3~ PERMIT NUMBER DATE INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILINGISHEA THING FRAM17VGICOVER UP � 3 INSULATION FBVAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UMBING PERMIT# INSPECTIONS ROUGHIUNDER SLAB TOPOUT WATERISEWER FINAL NOTES: l.,arwj 3 q q - 5 -50 ), i 6, si q 11-A „cn-=-rte •,r FOR OFFICY USE ONLY Date........ ...19 2D el Permit '2................Fee CITY OF ATLANTIC BEACH Valuation $......��D6d FLORIDA House ...... -.-..G ✓ APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. ''� p�Datte.........-I---•--JuI-Z'---�,6......�,�7.�.-•------.._ 710 ... Owner.......5lvFr_ ......_i1Gl.I1Tf�JQ, -------------------------------- ... ..Address...SQ.85I.C.KAP+krD..............Telephone No. '�.t��_.. Architect-.......... ame...wi...awne.z................................................Addresa......................................._..................Telephone No............................. Contractor Builder..................San... ............................................................... ... .... --........- &eteNglacement for specifA ck*otails aa J `�A�// Sub Division........................... / Zone........_........ QO ..... 1....�Lvd........Street......IN.............:Side Between...�Ia.��.................................and.......10-Y............._..................Sts. Valuation $...........fO.00........Y)r what purpose will building be used.........res idence......Type of construction.frame___and 3ilik Dimensions of Building------------._43!"?JC 6_'_.Dimensions of Lot.......:5.4'.e...IQt...pla.c.wen.t...Size of Footings..•.......8".x2Q"............. .7u1n...................._........... .Jut NVou au......... �,ry •• se_..........a tt ,�..,......� How will Building be Heated.? electrisolid J .......................... c.. .................Building be on Solid or Filled Ground?.........._............ ..._.._.._... Size of Ceiling Joists.2 1x8' .........................I Distance on Centers...................... ................ Greatest Span..........13'_.._.......... ... 11 1 Size of Floor Joists................�-....X..8..............,Distance on Centers..........1....._......................, Greatest Span............................................ " Sine of Rafters........................2'x..8-'-...............Distance on Centers........ ........16��.................. Greatest Span......__.-----......_13�.............. " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. see lot placemen 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z S. When steel is in place and ready to pour beam. 4. When framing is completed. b. When rough plumbing is completed,and ready to cover up. G. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection b Cit of Jacksonville. m p y Y S. Final inspection. Note: In case of any rejection,re-inspection MUST be called for utter corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signature of Builder........... .. �..OW.. ...._......_.. Address...L........................ �........................................................................ Signature of Owner...... .. ... Address...6�Q-Jr-•!........... rpt........................... .......................... J� , FL 32216 9042496984 " MAR-19-99 12 : 16 PMDAVID W ROULEAU _ A►ritin+Abpt{ltlen el F{e1J.,-1Jortho.st rb,t,L CI.-pce./ec.John Cov,cy/Gby Ganry r 9pstl•Ky 9tructur.Uwtdn-by Mnn-X126190 ODDS - DESIGN I COMPONENT SELECTION FOR A - 0©00 PATIIO_RO,OM_wl a S,OLID ROOF -joreened or inciosed-Side 1 of 4 Using as Reference: Aluminum Structures Design Manuel,1998 Edition by Lawrence E, Bennett, P.E. )eslgner, ,-dam 17 Rnanu of: Afuin,a m ��Q.0114 luctou oA JacUonv.lf to _^ )obsiie Address: I%2. Z?lyd _- Owner: rCat/paces ;ontractor(if other then Designer) pQtjei m 1 t Date: i� Zy Wind Zone.��,_ mph ,or a Room of: 0 Screen(only)- ❑ Screen w/Vinyl Pane Windows -�Screen w/Glass Pone Windows for Vinyl add HomeOwner Affidavit-for Glass add Afridevit or Energy Sheet)Glass Windows by: PGT )verati Room Size; Length: .2'7' Ft. by Prosection of:__/Ok" Ft. )verhang on Host Structure: !.S%- Attached Aluminum Cover(Clear)Spans: 9 toom Height C Roof Attachment: and, it Roof Bearing Walt -7 - ,)Roof Panel Selection: (for Standard 3' Riser or Composite Pans per Table 7,1.x, Section 7, Pages 120-122) W : U 3' Riser by 12'Wide by _ thickness by Alloy panel (see Pegs_,_), OR, X 2"-tai( Standard Composite Panel Roof w/ cCZ4 Skin(see Page Al ,), OR, 0 other Specialty Panels, per jntermedial,e Beam Regu red: /� NO b YES Size: __(Design on additional sheet) Edoe legm a Roof Bead= (per Table 3.1,x, Section 3, Pages 76-77) ributary Load Width(%Span+ O.H.)= log (reel) Round Up to: Co (Feet) elect Extrusion: Zx Z X, ,OHy w/Maximum Allowable(tabular),Spen of: •!k iie )Columns(Posts. Uprights)in Roof Bearing Wall: -(per Table 3.2,x, Section 3, Pages 79.81) fplcal Spacing&Load Width(Width'W): 5"1' (Foal) Rounded to Nearest Tabular Value of; (oG„ (lnchns) all Height: 7�ir.c- & Post Span is : -7 3"t Solect&Use: zXz' •6,01 Columns(Posw Uprights)In NON- earino Wal): (per Table 3.2 x, Section 3, Pages 79-81) ark(P1 )•Width of: g§ r ' by height& span of. 7�5 'r , Select/Using ZXZ,0 r/4 ark(P2)-Width of:_ S S' by height &span of: 718 r , Select I Using Z Ott,o Or/ irk(P3)-Width of: by height& span of: , Select/Using Wall Horizontals; (per Table 1,4, Section 1, Page 36) Marked as(H1)-Height(from sole plate) ZY, Load Width 2,'75 Span- S"L Member Selected: `p-2x2x.o44' Hollow OR, Q-2x3x o50'Hollow OR, 0: Marked as(1­112)-Height(from sole plate)�._.- Load Width Span Member Selected: 0-2x2x.o44' Hollow OR, 0-2x3x.o50`-+iollow OR, ❑: Miscallanaoua Elements: orlor Comers/intersection of Bearing and Bearing Walls:2x2xD"'Hollow and 1x2 OB (Composite 2x3) s plate: 1x2 OS Top Plate of Non-Bearing(Side)Walls:2x2 Hollow Hbrl.um/rooeJAUa,of FbA/.•Na tJ,e.,t Fio►4AA"u'/9t.Jo►+»Camey r Cy eowty 19p•d•1ty Stns t,re Cwlq-,-by ems,-J126/lA n��// //CITY__O//F 4& 811111 Cii-49 Office of Building Offic' 1 J REQUEST FOR INSPE N Date_ `j Permit No. Time A.M. Received P.M. Jo dress, r y Locality µ Owner's l } t Name r °.-._...J Contractor' BUILDING CONCquz— ELECTRICAL PLUMBING MECHANICAL Framing ❑ �_ Rough Wiring ❑ Rough 11 Air Cond. & F] Re Roofing ❑ Slab ®r Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel i 1 Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday Inspection Made Inspect ° Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS DATE �3-- 13_V o PERMIT NO. '7 ISSUED BY THE CITY G V JOB ADDRESS Z � � &41 VALUATION $ 7� PERMITTEE C/ r►Q! ' PERMITTEE ADDRESS TELEPHONE NO. Li RE VESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT V 601.- t` r-1 rQ LOCATIONS: (RE ERENCE TO CROSS-STREET) I APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES, BOTH AERIAL AND UNDERGMOUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLUOING UTILITIES/MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES (��V)" NO ( ) DATE: �j.-]3 (4 BELL SOUTH TELEPHONE COMPANY YES 1 NO ( ) DATE: FERRELL GAS YES ( '') NO ( ) DATE: MEDIA ONE CABLE TV YES (� NO ( ) DATE: 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLQRjDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF Z �1;c� 62 C/ (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT 3F,Z., Z y TELEPHONE No.-113-7-15-3 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. S. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN DAYS. IF THE BEGINNING DATE IS MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. 8. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. S. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELY UPON COMPLETION. SUBMITTED BY: G / (PLACE CORPORATE SEAL IF APPLICABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY t� L NOTARY PUBLIC J'Py��,, paMdS Amoneft W COMMISSION N CC55Wl DIFIRES August 27,2000 .lqmu1� , BANDED TM TROY FAIN DS MME.W. C;;T 01- A: C)EPARTMENT r1l= BUIL(SING ROO SFMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-bSZ6-MA: Z47-5877 AFERIANT INFORMATION LOCATION INFORMA TION- Permit Number: 19714 Addfess: 982 OCEAN 6OULEVARD - P en-it Type: DRIVEWAY ATLANTIC BEACH, FLORIDA 32233 Cola-a-a of Work: NEW I Township: 0 Range: 01 Book. Proposed Use: SINGLE FAMILY i Lot(s):1 Block: 1 Section: 0 Square Feet: Subdivision: ATLANTIC BEACH PARKWAY EsIL Pare-el Number: Improv. Cost: OWNER INFORMATION Date Issued: 1371210 amen DAVID ROULEAU Total Fees: 25.00 Address- 982 OCEAN BOULEVARD Amount Paid: 25.00 A3LANTIC, BEACH, FLORIDA 32233 Date Paid: 3/1103/2000 Phone: rano 249-2883 Work Desc: D R I VE v1iA'Y-'/R-1i6lA A'111 PERMIT CONTRACOTORIS) -APPLICATION FECS Cb-RNERSTONE j t f ' i NOTICE- 1'NCD1=r'TIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MIU, �S-T C' EARED UP AND RAL)LED AWAY BY EITHER CONTRACTOR OR OWNER _j FAILURE 10 COMPLY WITHTHE CONSTRUCTION (HEN LAW CAN RESULT IN THE PROPERTY I OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT 10 T REVOCATION 'I FOR VIOLATION OF APPLICABLE PROVISIONS OFLMrv. $25.6014 ATLANT-1C B dUl,L'DING DEPT. Date: 3/14/80 Receipt: 0041391 CHECKS 1498 1 > ict-20-97 02:10P T8t1711911 aa; s P.03 19(17119af y0:09 9M2i11YS2 mJe>xe+lAfe St)Ayw MAP SHOWNG BOUNDARY SURVEY OF, 191 SD"KRLY 3.0 FEET TNEO[OF, {LOCK 3, ATLANTIC IEACN PARIWAAT, Ai AECOI M 10 PLAT 1100K 19, PKC DINT PULIC IECOM OF OUYAL COUNTY, FLORIDA. TPUTHU NITM A PART Of SECTION 29. 1005141P I all EAST. OYYAL COINITV ;FLOR20S, NONE PARTICKULY IC594100 AS FOLLOWS: FOR A POINT OF REFERIKI MC NOR'T1OEA'ST CMD W LOT .H, MOCK 1. ATLAMnC OCACN PAI1wy AS AECOW6I ft FLAT SOOK 26, PAGE jjW 11WC aWvS r SAID COMM: TNENCE NUM S, /Fi31i51 (. ALAS THE UP LINE OF 3AI0 Urt 14, 05.0 MY TO 11% F0Y'MT OF O�tMNUk- TKNtt CONUMM S. i 3'1!" E., ALM THE EAST LINE OF UZI S S011TI M P&MCY100, A-DWANCE 0 31.00 FELT; TIME RUN A. d3"40-0' E., #AM THE NtNIN LIOK LOC[1. A OISTAI t W p.50 Ftlr TO TRE UEiTER6l 111W-Or-MAY LfR9 OF OCEAN 30LIMP ((rOR0121a VIM) AS&SIAILIS11E'! !Y $AID ATLANTIC IEACN PARICIMY AS JUK A 20 FOOT 41667 OF WIT, SAID 11611- M 09 M A 6PM t R$*OF 0.tftl' NAVINAVE 70 YK WIXY " l AMO A�lUS OF N=01�!TIAM-�CE� OOF 17.10 PUT; TNENU RUN 3-RUN Nckmky W*9'A.+" OP!!.i!fEE!TO iN[ PRp OP OIL/INN3Ni. OEM rNt 3OUTM ALY 25.00 FEET Of TWE LANDS AS INTIN019 OtVAIM 1N DIRS NOOK Alt, PAGE W OF 3AIO PUILIC RECORIS, Stu 570 T wd••'2• '•,'; � _fir�� en « ALV M 40 IiA � it i. tswwWI l' Lv tip t, i or, `, r/,• ofew % '}+� / iiJ qia,• Aat>u�tr�+�r . �S Q sad / ► i tot/f d(ocE r tCMi'1r atr F{�qp w►s l fY�110.�000,� P11r1F'Fa Nme Z�ry 0 t a pw-%-was F04-F,Iiwtsn or MAP SHOWING SURVEY OF FD IN PLAT BOOK A PART OF LOT 1 , BLOCK 1 , ATLANTIC BEACH PARKWAY AS RECORDED 15 , PAGE 61 OF THF CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. p�� i. ANO. NA/[ aQ p W bt PC t v � ll Q� ��' . .� .CNC.,•. �^,� E I ,00INT of 35' y l 'q Q /?E�ERENCE �q' • a , � a O�c � /O o PD/NT ac FNn. o:' I :177.77.7' Q .oA r 0\ 4 ' • TE - 'O 2 ?.�: v d NO J •AN<CES 9N0 O/STANCES AS PER 0L,47- • B.R C. AS PSR PLAT q 34.8' 7' cb ciC' ;PT- 3Z.40: E32.0: - b � K- o r/8 I LOT 16- I sI IIEREBY CERTIFY 'T'HA`I' THE PROPERTY SHOWN HEREON IS IN FLOOD ZONE "C" AS SHOWN ON THE FLOOD HAZARD BOUNDARY MAP FOR THE CITY OF ATLANTIC BEACH, FLORIDA. I HEREBY CERTIFY TO MAUREEN O'MALLEY THAT I HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION AND THAT THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF THAI' :SURVEY AND THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM STANDARD REQUIREMENTS ADOP'T'ED 13Y THE FLORIDA STATE BOARD OF PROFESSIONAL, LAND SURVEYORS CHAPTER 2.1-HH ANDj MAP SHOWING SURVEY OF PL�z e�ax LOT L , gLOCX ATLhNTIC Y1ihCK PARKWAY XS RECORDED IN b1 of THE CURRENT PUBLIC RECORDS GF oCVAL COUNTY, 7L.011DA. ., PC' CL �P ti ROWE a p• -`� p'+D N� !ate �.uYt�+►iP �a.t' 70� b � • rvQ tom'• � y � � •,�Nac�s ��o ailTriNc� d xx PF-R PLA r wrier i 4or is 4 r r. wt7 rY THAT TKR PROP$RTY SWAN HLRUM IS IN !GOOD :90"Z 'C' AS ...7-,,.....ryyy..s,.....,.+w..x.n.^e�a�arn^e,.+=-+:.«+—...s,;...-m.:++7y ^*.N�,-..�-.<ti».^.rraT`r.^•�cw•+�w re.,+!......+-ar.w.rra--.,-+—:r,-.,.w+. +^�+T+.-rmT•.^es«,ry-.w...,....-.....,,..s!..,,...-_ • .�.. Akxrrnum,leeodation of Florida-Northeaet Florida Chapter/St,Joh»County/Cbry County I Specialty Structure Deelgn-by 6"m-3126/913 DESIGN/COMPONENT SELECTION FOR A PATIO ROOM wl a SOLID ROOF-Screened or Enclosed -Side 1 of 4 Using as Reference: Aluminum Structures Design Manual, 1998 Edition by Lawrence E. Bennett, P.E. esigner. APvr n_ BahnP/A of: A um.i aum /Qooit6tAgc toU 0A Jack,6onvif e obsite Address: %Z �ceo4" /3/va/ Owner: ✓c'dee,L'- :ontractor (if other than Designer): 17a11id Mi PQQh Date: iz ZZ Wind Zone: 16?- _mph or a Room of,• 0 Screen (only)- 0 Screen w/Vinyl Pane Windows- �Screen w/Glass Pane Windows for Vinyl add HomeOwner Affidavit-for Glass add Affidavit or Energy Sheet)Glass Windows by: pC3T )verall Room Size: Length: .Z"7' Ft. by Projection of: /08" Ft. )verhang on Host Structure: 115--l- Atteched`Aluminum Cover[Clear]Spans: 19 r Zoom Height @ Roof Attachment: 014 - , and, @ Roof Bearing Wall: -7 '�"r- \) Roof Panel Selection: (for Standard 3" Riser or Composite Pans per Table 7.1.x; Section 7, Pages 120-122) Js_ ing: a 3" Riser by 12" Wide by thickness by Alloy Panel (see Page ), OR, X %- 'CtA II Standard Composite Panel Roof w/ c oz"i Skin (see Page# ) OR, 0 Other Specialty Panels, per 3) Intermediate Beam Required: /� NO 0 YES Size: (Design on additional sheet) 'I) Eche Beam @_ Roof Bearing:. (per Table 3.1.x, Section 3, Pages 76-77) ributary Load Width ('/z Span + O.H.) _ (fl' (Feet) Round Up to: f� r (Feet) Select Extrusion: ZX?- X, Oqq w/Maximum Allowable[tabular]Span of: 0 ig tr )) Columns (Posts. Uprights) in Roof Bearing Wall: (per Table 3.2.x, Section 3, Pages 79-81) "ypical Spacing& Load Width(Width"W"): 5.H (Feet) Rounded to Nearest Tabular Value of: 66 (Inches) Vail Height: -7e'4-- &Post Span is : -73 ri'� , Select& Use: 2XZ •o q Ll =) Columns (Posts. Uprights) in NON-Bearing W811: (per Table 3.2.x, Section 3, Pages 79-81) lark( P1 ) -Width of: edls' by height&span of: 7�5 �r , Select/Using ZXZ,oyN lark( P2 )-Width of: ' by height&span of: 6 - S.S7, Select/Using "ark( P3 )-Width of: by height& span of: , Select/Using Wall Horizontals: (per Table 1.4, Section 1, Page 36) }Marked as(1-11)-Height(from sole plate) Zq Load Width 2,75- Span S.S' Member Selected:`U-2x2x.o44"Hollow OR, 0-2x3x o50" Hollow OR, 0: Marked as(1-12)-Height(from sole plate) Load Width Span Member Selected: 0-2x2x.o44" Hollow OR, 0-2x3x.o50"-Hollow OR, 0: Miscellaneous Elements: :xterior Comers/Intersection of Bearing and Bearing Walls:2x2x.044"Hollow and 1x2 OB (Composite 2x3) 'ole Plate: 1x2 OB Top Plate of Non-Bearing(Side)Walls: 2x2 Hollow AkmHnum Aesoolation of Florida-Northeast Florida Chapter/St.Johns County/Cly County/Specialty Structure Deeign-by Aft"-3/26/98 SCREENED ENCLOSURES: SCREEN/MYL WALLS AND SOLID COVER >"• FASIM DETER1 M PAN OR CONPOSiIE I'MIELS. USE ap tt R �TtVE BASED ON CONSTRUCTION SCREIYS. PANS ANCHORED MTH /10 /2 B PAH OF HOST STRUCRK /NTO RECf*K OWMIEL AND 1 11011/2'0, CAP _ --_-_ .- CWCT10H TO RECOW4 OW#V- C�'09TE PAFgs C HOSI _ USE 1/4':t+1/2'141H 1/4' MAS1 M %I"MM" ' RECaw C Cnwa FROM TOP. CA(Xx ALL tONNECTIONS i1RUCTUMtE o o c, � OR FACIA t I 11 •�w� I i 1 1 1 1 n •' • n• i 11 i � ca++EC110N REWIRED i (SEE DETAIL) EXTRUDED OR LIR OIETAL HEADER 0.012'OL 1 I it I CONNECTION TO HOST STRUCTURE (n 11 m ' -___11_- ----------o---! HOST STRUCTURE OR FACIA&SUB-400 C014tt£00 REWREMONTS FOR VARIOUS -"------ -- I-i---z_i X LOAD'CIJNOIT10N5 ^oo, LOAD CON01110HS 0a c °� ( �l aAss Roars Y"VELOCITY LOADS DEAD+ LK LOADS M m (n HOST STRUCTURE 100 MPH 110 MPH 120 MPH 221/3 32t/7 STIR CL 1. CNCRETE 1/4'.t-1/8.OONCWTE SCREWS • 12'CIG------>2 0 1'O.C. Z s ----•�- --:E 2, WOOD FRE1IfS AME 1/4'x2' LAG SCR0 6' O.G------------>2 1 1' O.C. n CL SCREEN. W11.• AND CARPORTS a1 1 1� c a ;uI HOST STRUCTURE 100 MPH 110 MPH 120 MPH 221/`3 3U/'SF 571/SF c m 1 1 I i". 1. COFMTE 1/4'11-1/8' CONCRETE SCREWS 0 12'0.G------12 • 1'O.C• I 1 1 v 1 L WOOD FRAME 1/4'4' LAG SCfsf1115 0 ti'0.G----------->2 0 1'D.C. o i II j I W o I ROTES: MOOD SITGIC1UFiES SNOUI.D CONtaECT TO TRUSS BUTTS OR DIE SUB FACIA o !I N n I FRAMW M10tE POSSIBLE ONLY 1570 OF SCREWS CAN BE OUT90E THE CL 1 1 I o p o Q I TR 1s$ BUTTS/5U9 FACIA AHD UMARF,AS SHALL HAVE DMAX ANCFOM n I 1 I s (� I �. ALL SCItEWS INTO THE HOST STRUCTURE SHALL HAVE LRH 1-1/4' MA51M I I a ! _` m m I OR SHALL BE MASHER W-Am SCREMS �� 3 1 1 rn I I m I 2'-G'MRC MIN, 2500 PSI CONC. I 1 1 I BEFORE SLOPE 1011H 6 x 6 %]DED 1 t + 1 --t' =E OR FM MESH I nrICAL ALL SLABS 1 is BAR wa. I t' t4 BAR CONT. o c1 m 7J NOTE: FBfR MESH CONCRETE DOES 8 8' 8 c _ NOT REWIRE MIRE MESH a FIAT SLOPE /HO f0DIK MODERATE SLOPE FOOTING STEEP SLOPE FOOTNG .r' 0 - 2'/12' 2"/12' - 1' - 10• > 1'- 10' SLAB DETAILS ADDRESSING EROSION Height @tearing Wall -7� ,? n K ALU MMl ASSOCIA110N Of FLORIDA. NC. A +;, P.O. Boz 140532 j ORIANOO. FLORIDA 12814 i• X11 t11I* j, Side 2 of 4 - Permit Plan 5et - De5ign and Components Typical Plan and Standard Details St. Johns County / Clay County Northeast Florida Chapter - Aluminum Association of Florida, Inc. 3"Riser or Composite Roof Panel(s)-(see Spec Item#A) for 3•'Riser Roof Panels use#8 S.M.S.with 5/8"0 Washer @ 4"o.c. (3 each per panel) -«� C each support-for Composite Panels use '/4"o tag Bolts with 1'/."o Fender Washers Q 12"o.-c. (4 each per panel) for Hollow Post to Hollow Beam,connection min. 1 each#10 S.M.S.thru Post into Beam E co CD m a� W Edge Beam-(see Spec Item#C) for Setf-Mating Posts,fasten from $ — Inside post Into Internal screw splines 0 of beam w/#10 S.M.S. (2 each Q 1%" Long Min.)-for Hollow Posts, fasten M thus top of beam into Internal screw a _ splines of post w1#10 S.M.S. (2 each o min. 1%i'penetration into boss) IT Post Depth(2' x Depth) 01 Main Beam Support Posts (see Spec Item#D) r , { Kickplate Rail(see Spec Item#F) 4 a guy � ]. t0 t0 � (D � al a %"0 Tapcon or equivalent within 6"of each post and 24"o.c. max(Typical) 1 X 2 Open Back Sole Plate(Typical) F• r r T A rov Fodatl9rf Typical Solid Roof Bearing Wall Section Side 3 of 4 Aluminum A••xutae•f FI•r14-tJ•rtius•t F1•rl/•Lluet•r-St.J.lrue.�ty�Crq Gwcy l Sp.elaky Strvctw•D..t�-1y J.e, v— Existing House("HOST STRUCTURE')Perimeter Wall � Existing 1� i Soffit/Eave I I Roof attachment Right Side Wall(Non-Bearing) I _J Overhang I I �— (OR HOST Structure) —11 - -- ----IT----�I--—————— ------------ ------- -- I --�-- --- jl I I I p �I II ( Left Side Wall(Non-Bearing) OR HOST Structure) I q Projection of p I,�( ♦ I I p Patio Cover II j q — —Intermediate Roof Support Beam-(see Spec Item#B)+ — — i — _q ' _. 1 I I Typical' I I M i Projection Sectfon,I q r; of ix I I BearingI ( i '`�' Patio ! J II I Wall � II I I q II I — — — — — — — - - -I - - -'-+ — q jj Perimeter of Foundation M i Gutter @ Roof Edge I iL.=._ ---- -____7 -___-- - Left --- --- - - - r 1145' i � S ` Patio Foundation and'Front'Wall Right Side Side Patio ----, ------ Patio Roof L_� Roof Overhang Patio Roof OutSide to OutSide(including side overhangs) Overhang SITE SPECIFIC FRAMING PLAN - PATIO ROOM w/ SOLID ROOF Side 4 of 4 - Permit flan Set - Pe5ion and Components Site 5pecific Flan View St. Johns County / Clay County Northeast Florida Chapter N Aluminum A55ociation of Florida, Inc. SOLID ROOF PANEL PRODUCTS SECTION 7 . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . 48' FOAM - to* DENSITY E.P.S. M ALLAO 3105 H-14 OR H-25 ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL® Table 7.6.1: Allowable Spans for Composite Roof Panels for Various Loads Structall Building Systems Inc. Snap & Lock®Composite Roof Panels Manufacturers Proprietary Products: 3"x 48"x 0.019"Panels Open Buildings Enclosed Buildings Wind Applied rhang Condition Wind Applied Overhan Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 1 3'-0" 102 M.P.H. 17 14'-7" 14'-8" 15'-1" 15'-9" 102 M.P.H. 29 11'-2" 11'-4" 11'-10" 12'-8" 110 M.P.H. 20 13'-5" 13'-7" 14'-0" 14'-8" 110 M.P.H. 35 10'-2" 10'4" 10'-11" 11'-9" 120 M.P.H. 23 12'-6" 12'-8" 13'-2" 13'-11"1 120 M.P.H. 41 9'4" 9'-7" 10'-2" 11'-2" 125 M.P.H. 1 26 11'-9" 11'-11" 12'-5" 13'-3" 125 M.P.H. 45 8'-11" 9'-2" 9'-10" 10'-9" 140 M.P.H. 32 10'-7" 10'-10" 11'-4" 12'-2" 140 M.P.H. 56 8'-0" 8'-3" 8'-11" 10'-0" 3"x 48"x 0.024"Panels Open Buildings Enclosed Buildings Wind Applied rhana Condition Wind Applied Overhan Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 16'4" 16'-6" 16'-10" 17'-5" 102 M.P.H. 29 12'-0" 12'-8" 13'-2" 13'-10" 110 M.P.H. 20 15'-1" 15'-2" 15'-7" 16'-3" 110 M.P.H. 35 11'-5" 11'-7" 12'-1" 12'-10" 120 M.P.H. 23 14'-1" 14'-2" 14'-7" 15'-3" 120 M.P.H. 41 10'-6" 10'-9" 1 V-3" 12'-1" 125 M.P.H. 26, 13'-3" 13'-4" 13'-10" 14'-6" 125 M.P.H. 45 10'-1" 10'-3" 10'-10" 11'-8" 140 M.P.H. 32 11'-11" 12'-1" 12'-T' 1 13'4" 1140 M.P.Hj 56 1 9'-0" 1 9'-3" 9'-10" 10'-10" 3"x 48"x 0.030"Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" X-O" 102 M.P.H. 17 18'-10" 18'-11" 19'-3" 19'-9" 102 M.P.H. 29 14'-5" 14'-7" 14'-11" 15'-7" 110 M.P.H. 20 17'-4" 17'-6" 17'-10" 18'-4" 110 M.P.H. 35 13'-1" 13'-3" 13'-9" 14'-5" 120 M.P.H. 23 16'-2" 16'-4" 16'-8" 17'-3" 120 M.P.H. 41 12'-1" 12'-3" 12'-9" 13'-6" 125 M.P.H. 26 15'-3" 15'-4" 15'-9" 16'-4" 125 M.P.H. 4577F1-V-7- 11'-9" 12'-3" 13'-0" 140 M.P.H. 32 13'-9" 13'-10" 14'-3" 14'-11" 140 M.P.H. 56 10'-4" 10'-7" 11'-1" 11'-11" Note: Total roof panel width=room width plus wall width plus overhang. Lawrence E. Bennett P.E. B T R U C TA L L• aM Ia arm a�,,r- DE„ CONSELTANT NONCOMS P.O.BOX 4384 80UTFI DAYTONk FL 32121 350 BURBANK, OLDSMAR, FL 34877-4908 TEU94* E(904)767-4774 LOCAL (813) 856-2827 FAX(004)787-6586 NATIONWIDE 1-800-989-3708 FAX (813) 664-2802 SEAL © COPYRIGHT 1998 PAGE NOT TO BE F EM)OLMED N WHOLE OR N PART WITHOUT THE WRrtTEN PEAMSSION OF LAWRENOE E WC TT,RE 133 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.1: Allowable Beam Spans -Hollow Extrusions for Screen and /or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load 17#/Sq�Ft 20#!Sq.Ft 23#/Sg.Ft. 26#/Sq.Ft, 32#I Sq Ft. Load Width 2"x 2"x 0.032" 5' 6'-6" 6'-0" 5'-7" 5'-3" 4'-9" 6' 5'-11" 5'-6" 5'-1" 4'-10" 4'-4" 5'-1" 4'-9" 4'-5" 4'-0" 8' 5'-2" 4'-9" 4'-5" 4'-2" 3'-9" 9' 4'-2" 3'-11" T-6" 10' 4'-7" 4'-3" T-11" 3'-9" 3'4" 11' 4'-5" 4--1" 3'-9" 3'-7" -- 12' 4'-2" 3'-10" T-7" T-5" 3'-1" Load Width 2"x 2"x 0.036" 5' 6'-9" 6'4" 5'-10" 5,-0„ -4,-1 - 6' 6'-2" 5'-8" 5'-4" 5'-0" 4'-6" T — 5'-9" 5'-3" 4'-11" 4'-8" --- 4,-2„ _ 8' 5'-4" 4'-11" 4'-7" 4'4" 3'-11" 9' 64' 4'-8" 4'4" W-1" 3,_8" 10' ------- 4-9" �- 4'-5" - -- 4,--�;,- T-10" T-6" 11' 4'-7" 4'-3" 3'-11" 3'-8" 3,-4„ 12' 3'-9" 3,_6„ 3'_2" Load Width 2"x 2"x 0_.0.44" --- - - - 5' T-5" 6-10" 6'-4" 5'-11" 4,-T, 5' 4'-9" 4'-3" -- - - -_ 9' S.-6., 5, 1, 4, 9„ 4,-5„ 4'-0„ 10' 5'-3" 4'-10" 4'4" 4'-3" 3'-10" 11' - _4'-11" 4'-7" 4_3" q_0" 3,_8„ 12' 4'-9" -4,_5,„-----4,- -,--- ----3'-10” - T-6" Load Width 2"x 2"x 0.055" 5' 8'-1" T-5" 6-11" 6'-6" 5'-11" -- 6' 7'-5" 6'-10" 6'-4" 5'-11" 5'-5" T 6'-10" 6'-4" 5'-10" 5'-6" 4'-11" 8' 6'-5" 5'-11" 5'-6" 5'-2" 4'4" — - - 9' 6_0" 5'-7" 5'-2" 4'-10" 4,_5„ ----- -9 10' _ 5' " 5'-3" 4'-11" 4'-7" 4'-2" 11' - 5'-5" 5-0" 4'-8" 4'-5" 3'-11" 12' 5'-3" 4'-10" 4'6" 4'-3" 3'-10" --- ----- Example: -- For 2"x 2"x 0.044"Extrusion beam span is distance between uprights;to enter table roof panel projection of 14'-0"find load width; L.W.=1472+2'0.H. =9'Enter table on left under load width. Load Width=9'-0". Read span under appropriate load; Live Load @ 17#/Sq.Ft./•102 M.P.H.Load Beam Span= 5'.6" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. aW EI - QEVE.OMUff CONSULTANT P.O.BOX 4388,SOUTH DAYTON&FL 32121 TELEPHONE(604)767-4774 FAX (604)787-8668 SEAL PAGE �+ © COPYRIQFTT 1668 7V NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRrr EN PB*ASSION OF LAWRENCE E BEN ETT,PE E SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.1: Allowable Upright Heights Screen,Vinyl and Glass Rooms h Aluminum Alloy 6083 T-6 ` 2"x 2"x 0.032"Hollow Extrusion W Ind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#ISq.R 23#ISq.R. 26#/Sq.R. 29#ISq.R. 36#ISq.FL 36" 9'-10" 8'-11" 8'-5" 7'-11" 7'-2" 42" 9'-1" 8'-3" 7'-9" 7'-5" 6'-8" 48" 8'-6" 7'-9" 7'-3" 6'-11" 6'-2" 54" 8'-0" 7'4" 6'-10" 6'-6" 5'-10" 60•' 7'-7" 6'-11" 6'-6" 6'-2" 5'-7" 66" 7'-3" 6'-7" 6'-3" 1 5'-11" 5'-3" 72" 6'-11" 6'-4" 5'-1 i" 5'=8" 5'-1" I 78" 6'-8" 6'1" 5'-9" .5'-5" 4'-10" '-8"984" 6'-5" 5'-10"• 5'-6" 5'-3" 4'-8- Sol. 0" 6'-3" 5'-8., 5'-4" 5'-01. 4,3" 2"x 2"x 0.036"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. W Idth Applied Load 19#/S .FL 23#/S .FL I 26#/S .FL 29#/S .R. 36#/S .FL 36" 10'-3" 9'-4" 8'-9" 8'-3" 7'-5" 42" 9'-6" 8'-7" 8'-1" 7'-8" 6'_11" 48" 8'-10" 8,_t" 7'_7" 7'-2" 6'-5" 54" 8'-4" 7'-7" 7'-2" 6'-9" 6'-1" 60" i 7'-11" 7'-3" 6'-9" 6'-5" 5'-9" 66" T-7" 6'-11" 6'-6" 6'-1" 5'-6" 72" 7'-3" 6'-7" 6'-2" 5'-10" 5'-3" 78" 6'-11" 6'-4" 5'-11" 5'-8" 5'-1" 84" 6'-8" 6'-1" 5'-9" 5'-5" 4'-11" 90" 6'-6" 5'-11" 5'-6" 5'3" 4'-9- 2"x 2"x 0.044"Hollow Extrusion Wind Zane Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 130 M.P.H. Width Applied Load 19#IS .R. 23#/S .R. 26#/S .R. 29#/S .R. 36#/S .FL 36" 1 i'-2" 10'-2" 9'-7" 9'-1" 8'-2- 42" 10'-4" 9'-5" 8'-10" 8'-5" 7'-6" 48" 9'-8" 8'-10" 8'-3" 7'-10" 7'-1" 54" 9'-2" 8'-4" 7'-10" 7'-5" 6'-8" 60" 8'-8" 7'-10" 7'-5" T0" 6'-4" 66" 8'-3" 7'-6" 7'-1" 1 6'-8" 6'-0" 72" 7'-11" 7'-2" 6'-9" 6'-5" 5'-9" 78" 7'-7" 6'-11" 6'-6" 6'-2" 5'-6" '-4"984" 7'-4" 6'-8" 6'-3" 5'-11" 5'-4- 901, 0" T-1" 6'-5" 6'4" 5'-9" 5'-2" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Example: Screen panel width"W'=60"; Maximum"H"for a 2"x 2"x 0.036"Hollow Extrusion= 0 Using screen panel width"W'(See typical glass room drawing.),select upright height"H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIL E1"EER- DEVELOPb6rT CONSLiLTANT PA.SOX 4388, SOUTH DAYTONA,FL 32121 TELEPHONE (604)787-4774 FAX (904)767-8558 8E/1L © coPYWGHT 1998 PAGE NOT TO SE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PEAIVII3SION OF LAWRENCE E BEANETT,P.E. 79 1/ CITY OF _ �, OW 13 �-d9� Office of Building Official REQUEST FOR INSPECTION Date Permit No. / Time A.M. Received Job Pis Owner's /) C Namey "�--.0 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:3 Mon. ;Tues. ' Wed. Thurs. Friday A.MInspection Mae P.M. Inspector al Inspection r Certifica a cy❑ Date Fax:9047252130 Aug 12 '99 9:45 P.U1 ALUMINUM COMSTRUCJORS OF JACKSONYI t E Mom: 904 -399 9 iso I hit. rikic lift ., 1004 - 399- -34443 RIX CO VC r SI)CC'I To: Don Ford From.. Alec Barnes #of Pagea 2 Date serif: 8/12/99 Comment* letter regarding 982 Ocean Boulevard, origanal shall be mailed to your office. Please call if there are any questions and/or if this letter will be acceptable. Thank you for working with us on this Alec ftnes AUG-12-1999 THU 89:59AM ID:247-5845 PAGE:I Fax:9047252130 Aug 12 '99 9.4b r. uz ACALUMINUM CONSTRUCTORS of Jacksonville, Inc_ 905 North street ' Jacksonville, Florida 32211 (904) 721-7789 FAX(904) 725-2130 License# CB 0040868 Visit us on the web at: www.acoflax.com Aug 5, 1999 Mr. Dori Ford Regarding the enclosure on X82 Ocean Boulevaard_ Mr. and Mrs. Rouleau permit number 17618. We are going to remove the XO horizontal roller glass windows that are presently in the enclosure and replacing them with XX horizontal glass windows that have panes that are easily removable, The XX horizontal windows have been approved by you, Mr. Ford, and will then qualify the enclosure at the above address as a non-enclosed structure eliminating the need for electrical, heating and other requirements of a habitable area. Respectfully, Miley resident ALUMINUM CONSTRUCTORS of Jacksonville, Inc. ce- Mr. Rouleau air-ta-1999 THU 10:OOAM Ia:247-5845 PAGE:2 FaY:904t252130 Apr 6 '99 11:05 P.03 ACALUMINUM CONSTRUCTORS of Jacksonville, Inc. 905 North Street * Jacksonville, Florida 32211 (904)721-7789 FAX(904)725-2130 License# CB C040868 Visit us on the web at: www.acofjax.com April 6, 1999 Don C. Ford Building Official Atlantic Beach,FL Re: Finallnspections Dear Sir: The following files are being pulled and final inspections will be set as soon as possible-knowing that some of these jobs go back as far as four years: #17618 982 Ocean Boulevard r I '�--#14326 1989 Selva Marina ,Drive ,�o)& #12919 1822 Selva Grande Drive #11376 75 West 131h Street #10955 90 Ocean Breeze Drive UL,�, #10125 347 Third Street Thank you, David W. N[i11er Aluminum Constructors of Jacksonville, Inc. ALUMINUM CONSTRUCTORS of Jacksonville, Inc. 2083 Nickerson Lane Jacksonville, FL 32207 SALES AGREEMENT (904) 399-5501 FAX (904) 399-3443 JOB#: CBC 040868 PERMIT#: OWNER: J' TOTAL INVESTMENT: ADDRESS: DOWN PAYMENT: CITY: -t 7 ZIP: JL4L3 3— INTERIM DRAW: HOME: � 1 9 – �j WORK: (HIS) BALANCE: DUE UPON COMPLETION(SEE TERMS AND CONDiTwHS#12) CONTACT. (HERS) PROPOSAL DATE: �� .Z – �'�/ CONTRACT DATE: APPROX.COMPLETION DATE: CONTRACTOR AGREES TO FURNISH AND/OR INSTALUCONSTRUCT: L-�(;REEN ENCLOSURE PATIO COVER CARPORT COVER POOL ENCLOSURE WALLS UNDER DESCRIPTION: NOTE: ALL MEASUREMENTS,SIZES,THICKNESSES,ETC.ARE APPROXIMATE FOR EVERY ITEM LISTED IN THIS CONTRACT. SIZE: /0--' "PROJECTION BY "LENGTH,WITH A FRAME COLOR OF BRONZE A- 11 ITE SCREENING: 18 X 14, 20X20, COLOR WALLS: WALL TUBING THICKNESS,MIN..044+/- KICKPLATE: "HEIGHT(X.032'+/-THICKNESS) .. — UNINSULATED INSULATED DOORS: 3/0 X 6/8 W/15'KICKPLATE(3 HINGES,LATCH AND CLOSER,ADJUSTABLE JAMBS) TYPE: LOCATION: ? ,, ROOF: TYPE: LUMINUM PAN(.032+/-) COLOR UP,COLOR DOWN,SIZE: _X rL COMPOSITE PANEL(R-12),TEXTURE: STUCCO W/GRAIN OTHER MAXIPAK(R-7.7)SYSTEM WITH PROTECTOR PANELS OVERHANG: PROJECTION: Z,2-�"+/-INCLUDING GUTTER,LEFT - RIGHT Z f - GUTTER: 6"R/F COLOR, 'LONG,W/MATCHING FASCIA,WITH 3"X 4"DOWNSPOUTS CONCRETE: SLAB: 'THICKNESS, TOTAL SF (CONCRETE 2500 PSI MIN.) NOTE: SLABS COULD BE 1/2'SMALLER IN THICKNESS THAN STATED ABOVE. (SEE TERMS AND CONDmONS sn,1e,1s AND 20.) ALL NEW SLABS HAVE VAPOR BARRIERS(DOES NOT INCLUDE OVERPOURS). FOOTER: "BELOW GRADE, "WIDTH X 'LONG,MONO NOTE: EXCESS DIRT WILL BE LEFT IN PILE-NOT SPREAD OUT OVER LAWN OR HAULED OFFI KNEE WALL: BLOCK, BRICK, WOOD LF X HEIGHT DESCRIPTION: WINDOWS: VINYL: VERTICAL TRACK CLEAR TINTED COLOR HORIZONTAL SLIDER (#)UNITS+DOOR(S) COLOR EXTRUSION GLASS: HORIZ. ROLLER CLEAR TINTED COLOR INSUL. NON-INSUL, SASH SM (#)WINDOWS, (#)DEADLITES OTHER ACCESSORIES: FAN BEAM(S),LOCATION PET DOOR,LABOR ONLY ELECTRICAL: $ ALLOWANCE ONLY. ALUMINUM CONSTRUCTORS WILL COORDINATE WORK TO BE COMPLETED. HOMEOWNER WILL BE RESPONSIBLE FOR LETTING THE ELECTRICIAN KNOW EXACTLY WHAT THEY WISH TO HAVE DONE AND FOR PAYING THEM DIRECTLY ANY AMOUNT OVER THE ALLOWANCE SET IN THIS AGREEMENT. CHIMNEY CHASE: YES NO STUCCO 1 MASONRY MOOD RELEASE: YES NO IF YES,SIGN FORM. SPECIAL INSTRUCTIONS I SPECIFICATIONS I ADDITIONAL ITEMS: .tet HAVE PERMISSION TO PLACE A JOB SITE SIGN ON FRONT LAWN? YES NO THIS AGREEMENT CONSTITUTES THE CONTRACT IN ITS ENTIRETY. NO VERBAL AGREEMENTS WILL BE HONORED. THIS AGREEMENT IS SUBJECT TO THE TERMS AND CONDITIONS ON THE REVERSE SIDE WHICH ARE MADE A PART HEREOF AND WHICH THE PURCHASER ACKNO DGES 1HAT HE HAS ES MATOR PURCHASER APPROVED FOR THE CORPORATION PURCHASER - ALUMINUM CONSTRUCTORS l of Jacksonville, Inc. 2083 Nickerson Lane Jacksonville, FL 32207 SALES AGREEMENT (904) 399-5501 FAX (904) 399-3443 JOB#: CBC 040868 PERMIT#: OWNER: -,''°j fC,%I) r} C- E rcx.tc� _ TOTAL�NVESTt�IENT: r' ` ', �:F ADDRESS: DOWN PAYMENT: CITY: 4 . ZIP. J3 INTERIM DRAW: v.. HOME: WORK: (HIS) BALANCE: C) DUE UPON COMPLETION(s EETERNISANDCONDITIONs#12) CONTACT: (HERS) PROPOSAL DATE: CONTRACT DATE r' ' %` APPROX.COMPLETION DATE: = ' CONTRACTOR AGREES TO FURNISH AND/OR INSTALUCONSTRUCT: 1'' SCREEN ENCLOSURE PATIO COVER CARPORT COVER POOL ENCLOSURE WALLS UNDER DESCRIPTION. d,-' t 1: . ^r. i< C f- �;.'%•:Y NOTE: ALL MEASUREMENTS,SIZES,THICKNESSES,ETC.ARE APPROXIMATE FOR EVERY ITEM LISTED IN THIS CONTRACT. PROJECTION BY "LENGTH,WITH A FRAME COLOR OF BRONZE k-- WHITE _T ' SCREENING: 18 X 14, 20 X 20, t .r COLOR WALLS WALL TUBING THICKNESS,MIN. .044+/- KICKPLATE: ? "HEIGHT(X.032"+/-THICKNESS) UNINSULATED INSULATED QQORS 310 X6/8 W/15'KIICKPL,,A??TE(3 HINGES,LATCH AND CLOSER,ADJUSTABLE JAMBS) TYPE: LOCATION: ROOF: TYPE: '.'ALUMINUM PAN(.032+/-) COLOR UP,COLOR r +re. 't .. DOWN,SIZE: lei X ? 1 COMPOSITE PANEL(R-12),TEXTURE: fir' STUCCO W1 GRAIN OTHER MAXIPAK(R-7.7)SYSTEM WITH PROTECTOR PANELS OVERHANG: PROJECTION: "+/-INCLUDING GUTTER,LEFT i RIGHT GUTTER: W R/F COLOR, 'LONG,W/MATCHING FASCIA,WITH 3"X 4"DOWNSPOUTS CONCRETE: SLAB: THICKNESS, I ' ' ' TOTAL SF (CONCRETE 2500 PSI MIN.) NOTE: SLABS COULD BE 1/2"SMALLER IN THICKNESS THAN STATED ABOVE. (SEE TERMsAND CONWIONsM7•ia,ie AND 20.) ALL NEW SLABS HAVE VAPOR BARRIERS(DOES NOT INCLUDE OVERPOURS). FOOTER: I ) "BELOW GRADE, I ? "WIDTH X `•d ) 'LONG,MONO NOTE: EXCESS DIRT WILL BE LEFT IN PILE-NOT SPREAD OUT OVER LAWN OR HAULED OFFI KNEE WALL: BLOCK, BRICK, WOOD LF X HEIGHT DESCRIPTION: WINDOWS: VINYL: VERTICAL TRACK CLEAR TINTED COLOR HORIZONTAL SLIDER (#)UNITS+DOOR(S) COLOR EXTRUSION GLASS: L_ZHORIZ.ROLLER __j_,CLEAR TINTED COLOR INSUL. i NOWINSUL SASH Ski (#)WINDOWS, (#)DEADLITES '-�— OTHER ACCESSORIES: i FAN BEAM(S),LOCATION PET DOOR,LABOR ONLY ELECTRICAL: $ % J ALLOWANCE ONLY. ALUMINUM CONSTRUCTORS WILL COORDINATE WORK TO BE COMPLETED. HOM W ER WILL BE RESPONSIBLE FOR LETTING THE ELECTRICIAN KNOW EXACTLY WHAT THEY WISH TO HAVE DONE AND FOR PAYING THEM DIRECTLY ANY AMOUNT OVER THE ALLOWANCE SET IN THIS AGREEMENT. CHIMNEY CHASE: YES ,%-NO STUCCO I MASONRY i WOOD RELEASE: YES NO IF YES,SIGN FORM. SPECIAL INSTRUCTIONS/SPECIFICATIONS/ADDITIONAL ITEMS: HAVE PERMISSION TO PLACE A JOB SITE SIGN ON FRONT LAWN? YES NO THIS AGREEMENT CONSTITUTES THE CONTRACT IN ITS ENTIRETY. NO VERBAL AGgEEMENTS WILL BE HONORED. THIS AGREEMENT IS SUBJECT TO THE TERMS AND CONDITIONS ON THE REVERSE SIDE WHICH ARE APE A PART HE EOF AND WHIC)i THE PURCHASER ACKNOWLEDGEg THAT HE HAS READ. ESTIMATOR•! PURCHASER APPROVED FOR THE CORPORATION PURCHASER CITY OF r¢t�°curtic z each - �eivu�a FAX (004) 8O 1 You SEMINOLE ROAD BENCH. FLORIDA FFLEPHO\E i1)04i24;-`W(u April 5, 1999 David W. Miller Aluminum Constructors 2083 Nickerson Lane Jacksonville, FI 32207 Re. 982 Ocean Boulevard Dear Sir: The porch addition at 982 Ocean Boulevard was inspected on March 19, 1999. The inspection failed due to the project being built beyond the scope of the permitted job. The glass windows and door have caused the area to become a conditioned space and must meet the code as a room addition. Please resubmit plans for a room addition for the jots as soon as possible. I contacted your office on March 23, 1999 and informed you of this violation. If plans are not submitted within 30 days of the notice I will file a complaint with the Department of Business and Professional Regulation against your license. Sincerely, Don C. Ford DCF1pah Building Official cc: Homeowner City Manager RECEIVED City of Atlantic Beach CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : U; Address : 2yZ 10e-eq") B]a Phone: Lot #�_ Block or Unit #�_ Subdivision: AJI,444c- A Contractor: )QIUM/�VUjft State License # Address : ZD F3 A&t'r/144"0 4— Phone No: Describe work to be done:__ .<CIPe' -2.vcaa541,,A - Present use of building: o� Valuation of Proposed Construction: Proposed use: A" � Is this an addition? J4600_ If yes , what are the dimensions of the added space:---Q i� ft . X _ft . Will the added area be heated and cooled? ruc> New electrical (or increase)? A-16 New plumbing fixtures?_�_W New fireplace? AAONew Heat/AC? IVCD SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEM T, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER S ONTRACT R. Signature OWNER: te: J Signature CONTRACTO Date: _ License Supplied: Liability Insurance: Worker's Compensation Insurance: r MAR-19-99 12 : 19 Pm DAVID W ROULEAU 9042496984 P. 09 17618 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH A ;fres.. ��• � r� c'.API Prr': F.;V.4Fi Fe: rl : ^�'n� ' ._"REE^! E!V L^SI'F.E' ATLANTI1- rPs:- ATLANT11- ?EACH , !;L^F!PA LE,-A,. PT! �N ''on!t , Tvne 141'1^r1 FRAMF S) or): A Lafi : FAHT !-Y sect." on : r, S t,tll r, o FRRKWPY on oc r A*nc-,in* F a i,.i Date rlaid: uric PC7 : ^ONSTRUCT SCREENED E14,7LCEURE ,:'MINER INFe'IRMAT77,N — llamr- : 7'tAVID ROULEAU PFRM17 7 J i'A al 1* 982 ^-EAN BOULEVAF^ ATLANTIC FEAC11 FLOF!DA ?223-, 9L)4 )249-2893 - - - - - - -r',NTRACTOR 1 9FORMAT I^N' - ar.. A L TNT-TM F JA;{ 7A`--'F"lNVTTl,E . ' 771t-7 Li S"—(7V4� r'x r. vrtp'. NOTES', NOTICE • INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO FIEVOCATI N FR VIOLATION OF APPLICABLE PROVISIONS OF LAW. o: ATLANTI BUILDING DEPARTME T 11"'), JOB COPY NT14EACIIIIUILIIIN DEPARTME T MAR-19-99 12 : 16 PM DAVID W RQUt_EAU 90424969i3'+ of 4 NJ 5 s �^ •^ �i `O p - �,L � •a •d � �, a D- � V bf La um OLg d OL .1-4 CL- iv 5 ti M lei ro �v N � o + Root Panels: AE,02-14 Gutler—� EL f`IT ------------ + ?�Q Headr(--J 4 IEdge Boom Ii it I � I I I I Roof Panel Clear Span _ 11,-•----.11. Houle 1 Patio I� C 1 (Noel) i -- Sida Wall POST(!): ZXZ••�'! I Roof ' I Roof I + I I I Overhang I Ovethang I I 9euin�}i nosts : )Wall PZJCZ a'/N ►-I �' 1 poor ; ; f 2X2 Klckpiate/Chair Ra11 1 U it--- ---_ Q R Z40 KICKPUTE I -- — _ CL O -- Approved Foundallon V Patio Prof ctlon Wdth) O Typical Section / Side / End View �' • "1 r.c—1 7—7 7 12 : 15 P M DAVID W ROULEAU 9042496984 P. 01 7 12122P MAP SHOWING SURVEY OF Lc�T 1. dLOcx 1, ATLAN?rC MCK PAAKY►Y AS HCORDLD XN PLAT 0001 ,1 OT TML CultitZNT POLIC RscoRDs or 00V4f, CvuRTY, tLOS.IDA. 40 -AA m4x l41. 1 , � ..�•, Ia.co xwu-il. Oc �• G'ls�J"� CJD' .i� ••' � , � wr vc fvaX4-01 , • N Q GAP,�`��:,'��., 1' •AM�cts AMO pil TitNClr (0� .r ''`' Alt PEEP PLAN' 3 r • Q t.,/1 Am rs.d r w� � r�A77►Y TRAT - . .F.. ... t'itit PADPSRTY aKoMtf MZRXOl1 is IK FLOOD XOKt •C• A3 MAR-19-99 12 : 17 PM DAVID W ROULEAU 9042496984 ` 3"Riser or Composite Roof Panel(s)-(see Spec Item fR R) n t for 3"Riser Root Panels use 98 S.M,S,with 5/8"0 Washer(M 4"o.c. (3 each per panel) each support-for Composite Panels use 'A"o leg Balls with 1'/.'o Fender Washers ® 12"o:c. (4 each per panel) for 14ollow Post to Hollow Beam connection min, 1 each 910 S.M.S. thru Post Into Beam M A U Upe Beam-(see Spec Item a C) for Satf-Mating Posts,fasten from Inside post Into internal screw splines Cr. of beam w/#10 S.M.S. (2 each G 1'/;' Long Min.)-for Hollow Posts,fasten ;o thru lop of beam Into Internal screw a splines of post w/010 S.M.S. (2 each min. 1 W penetration Into boss) . ' Post Depth(2' x Depth) L SL A Main Beam Support Posts (see Spec Item ND) 10, Kickptate Rall(see Spec Item 11 F) 0 d N 52 V4"0 Tapcon or equivalent within 6"of each post and 24"o.c. max(Typical) 1 X 2 Open Back Sole Plate(Typical) ' /A rov Fo daUorf TygigAl Solid Roof Bearing. i ��� Section Side 3 of 4 A VR1 AMKYtNf of rwwa-Nwrj Ms/w►W Ckpt,,•lt.J*b.Cewty/aV Cw._ty/jpp.c4fty'ltrutrr.pwtr-hr A m , 3 D z 1� Exisling House('MST STRUCTURE)Perimeler Wall ! I S� Existing � � � i Sofrd I Eave I Roo!attachment RigM Side Wall(Non-Bearing) 1 ' o _J Overhang i I �� (OR HOST Structure) I _ --��-i_- _--_-_-_-•----_----- �r-------_ --� -•-I-- -- ~ d Left Side Wall(Non-Bearing) 11 I (OR HOST Structure) I , 3 Pmjeclion of PAP Cover Il I I i D ;1 _ — — — kdermedlate Root Support Beam.(see Spec hem 08) — _ I ` { 1 - i• - 1 1 1 11 ( T t l Projection �• •' i I YP�t� i � 1 it ( Section.. {� p Bearing' i ` Patio A wan ! I : o It 1 I , C • i� i I I l± 1 �-- m C u---- L — - - — —— —— — — - - - - — -- -t- - - -U --� i p Pen meter of Foundation ` Gutter®Roof Edge 1 L__ -_ - _ _=_ _ _ - - - - - -._-_._._ _ _ L 451 Left r_�'s_ Patio Foundation and'FtonV Wail �—— age Side Side Patio — '—— ———'— Patio Roof ` _ Roof A OveMang Patio Roof Outside to OulSide(including side overhangs) Overtiang a �o �o m A SITE SPECIFIC FRAMING PLAN - PATIO ROOM w/ SOLID ROOF Side 4 of 4 - Permit Plan Set - Design and Components 5ite 5pecif is Flan View a 5t. Johns County/ Clay County Northeast Florida Chapter—Aluminum Association of Florida. Inc. u MAR-19-99 12 : 17 PM DAVID W ROULEAU 9042496984 P. 06 SOLID ROOF PANEL PRODUCTS SECTION 7 4e' - FOAM - 1.04 DENSITY Ep.B. ALUMUN 3105 H-14 OR W26 ALLOY PATENT 4,760,903 AND 5,088,600 SNAP - N - LOCK PANEL® Table 7.6.1: Allowable Spans for Composite Roof Panels for Various Loads Structall Building Systems Inc. Snap & Lock®Composite Roof Panels Manufacturers Proprietary Products: 3"x 48"x 0.019"Panels Open Buildings Enclosed Buildings Wind Applied f he no Condition Wind Applied Overhanc condition Re lon Load NONE 1'-0" 2'.0" 3'-0" Re Ion Load NONE 1--0" 2'-0" 3'-0" 102 M.P.H. 17 14'-7" 14'-8" 15'-1" 154" 102 M.P.H. 39 11'-2" 11'-4" 11'-10" 12'-8" 110 M.P.H. 20 13'-5" 13'-7" 14'-0" 14'•8"j 110 M.P.H. 35 10'•2" 10'-4" 10'-11" 114" 120 M.P.H. 23 12'-8" 12'-8" 13'-2" 13'-11" 120 M.P.H. 41 9'4" 9'-7" 10'-2" 11'-2" 125 M.P.N. 24 11'-9" 11'-11" 12'•5" 13'-3" 126 M.P.H. 45 8'-11" 9'-2" 9'-10" 10'-9" 140 M.P.H. 32 10'-7" 10'-10" 11'-4" 12'-2" 1 140 M.P.H. 1 56 1 8'•0" 8'-3" B'-11" 76--q-- 3"x 48"x 0.024"Panels 0 n Buildings Enclosed Buildtn s Wind Applied Overhom a Condition Wind Applied Overhonc Condition Region Load NONE 1'-0" 2'-0" 3'-0-' Region Load NONE I 1'-0" 1 2'-0" 3'-0" 102 M.P.H. 17 18'4" 18'-9" 16•10" 17'-5" 102 M.P.H. 29 12'-6" 12'-B" 13'-2" 13'-10" 110 M.P.H. 20 15'-1" 15'-2" 15'-7" 16'-3" `11314.13.1+ 35 11'-5" 11'-7" 12'-1" 12' 10" 120 M.P.H. 23 14'-1" 14'-2" 14'4" 15'-3" 1 120 M.P.H. 41 10'•6" 104" 1 t'-3" 12'-1" 126 M.P.H. -4 26• 13'-3" 13' " 13'-10" 141-6" 126 M.P.H. 46 10'•1" 10'-3" t0' 10" t 1'•8" 140 M.P.M 1 32 ±11'-11" 12'-1" 12'•7" 13'-4" 140 M.P.N. I 5— 9'-0" 91•3" 9'-to" 10,.10- 3"x 48"x 0.030"Panels O n Bulidinjils Enclosed Buildings Wind Applied Overhan Condition Wind Applied OverhangCondition Region Load NONE 1--0" 2'-0" 3'-0" Region Los NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 181•10" 1 '-11" 19'•3" 19'-9" 102 M.P.H. 20 147.5' 141.7-1- 14'•1 15'-7" 110 M.P.H. 0 17'-4" 17'-8" 17'-10" 1 '-4" 110 M. ,H. 3 1 . ., 13'•9" 14'-5" 120 M.P.H. 23 1671" 18'-4" t 41 12--1---' 12--3* 12'•9" 13'•6" 125 M.P. , 24 1 '- " 15'•9 16'4- 126 M.P.H. 46 11'-7" 11'-9' 12'•3" 131•0" L.UO M.P.M. 1 32 t3'-0" 13'-10" 14'. 1 -1 140 .P. 66 10'-4" 10'-7" Ill-i- .. 11'• 1" Note: Total roof panel width■room width plus well width plus overhang. S T A u C TA L LI Lawrence E. Bennett, P.E. Bros eftll�- ot(va.*% rr 00#wur"r 060 aURRAW OWOM A^ FL 36877-4900 Pd.SON 4ea,Mme DAYTOMk ft. split LOCM. (110) 064-a10as TUMHONE(004) !101.4774 N^ *-400-00101-37010 PAX(004)M-06ee FAx caa ees-aao a�M ® coPY"Mcr 1006 PAGE NOT TO W R17"00tA»N wm= CM M PART WRMH TIE w10rTM pV*AS@M Oi WWttE M E MMW".Pt 133 MAR-19-99 12 : 18 PM DAVID W ROULEAU 9042496984 P. 07 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3A A; Allowable Beam Spans-Hollow Extrusions for Screen and/or Vinyl [Open) Rooms with Solid Roofs Aluminum Alloy 6063 T4 Wind Zone 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load 17 1/Sq.FL 20 0/.Sq.FL • 23 0/Sq.FL 26 0/Sq.FL 32 0/Sq.FL.. Load Width 2"X 2-x 0.032" 6' 61-6" 8'-0' 5'-7" 5'-3" 5, 5'-��» 5.�. 51•1" 4'•10" 4'-4" 7' S'$" 5'•1" 4'-9" 4'-5" 4'-0" 4 X.9" y' 4'•00'' a's. 4.•Z.. — 3 1,. 3'-8" 11' 4'-5" 4'-1' 3'•9" 3'.7" _ 3.'2» ....!.�.2- ._ 3'-10" 3'-7"-----._3 5"— 3`1" Load Width 2"x 2"X 0.036" 6• 6'•g" 6'.3" 6'•10" 5'-0".. a'-t 1.. —..__. .., . t' S'-4" I'•11 d'•7" 4'-4" 10' 4.4. 4'•5" a'-1" 3'•10" 4'-7" 4'-3" 3'•11" 3••8'• 3'-4" 1 Z. 4,.4„ 4'-0» - 3,.9., 3.-8,. 3 2., Load Width 2"x 2"x 0.044" 6' T-5" 8'•10' 8'•4" 51•11" S'•5" "Ti; 5'-10" 5'-$" 4'•11" 81 .. 4'.9" 4'-3" '' 6'6" 5 1 4 9' _ 4.5., 4'-0" 10 . 5.3„ 4 10 4'-6" -3» a' 3'-10" 11' 4'•11" 4'-r 4 3' 4'-0" 3'-8" 12' 4'9" 4'-6" 4-1" 3.10" 3'-6" Losd Width 2"x r'x 0.0)65" _ -- 6----- -- —8-1" -- - 8'•4" 5'-11" 8'4" 5'-10" 5'-0" 4'-11" 0' 6'•6" _ 5'.11• 5'-6" 5'-2" 4'8" '• 6'-0" 5'-7" 5'-2" 4'-10" 5'-3" 4'-11" 4'•7•' 4'-2" 11' S 5" 5'•0 4'-8" 4'5" 3'-11" 12' S'•3" 4'-10" 4'8" 4'.3" 3'-10" I Example. For 2"x 2"x 0,044"Extrusion beam span is distance between uprights;to enter table roof panel projection of 14'-0"find load width; L.W.m 1472+2'O.H.-g'Enter table on lett under load width. Load Width=9'-0". Read span under appropriate load; Live load(10 17 0/Sq.Ft./,102 M P.H. Load Beam Span= Fill- Note: Glass Rooms The addition of aluminum frame windows with plass panes that are designed to 110 M P N.wind load requirements to the above upright sizes increases the strength so that additional framing Is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. Oft 0014M- DP*RCP gff O"LTAMr Pa aOX 4381111.eOM DAYTONA FL 52171 TRAPHO E(ao4)717-4714 FAX 1104)7er•e/e1 a�AL PAW (� r✓Cw+vwrs►+T pea TB NOT TO W Powtom m N WN(XF OR N PART wmcxn T!6 wwnsw mmag oiv OF LAVAINN E aENNIM,PF. MAR-19-99 12 : 18 PM DAVID W ROULEAU 9042496984 P. 08 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.21: Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 609314 ' 2"x 2":0.032" ollow, Iruslon Ind zone Load D2 M.P.H. 10 M.P.H. 120 .H. 125 .P.M. 140 M.P.H. W loth Apollo d LOa 0 JSq.R 23"u..R. 26 8 ISP,Pt. 28 0 154.PL 361,/S .R 4 36" 2" 48 8'•6" 7'-9' 01.11 64" 8'-D 7'4 6'•1 8" 6'm 0" 6 .-7„ '•11• 6'•6.. 6. S 98" 7'•3" 6'•7• 6'• S'•tt S'•3 7s" 6' t S'- S'•5 4'-10' 64 3" 901. 6'•3" -8" S'-4" 5'•0" 8" 2"x 2"x 0.038"0401low Extrusion Wind Zona Load 102 M.P.M. 110 M.P.H. I 120 M,P.N. 128 M.P.H. 140 M.P.N. Width Applied Load 11016q,Ft 27015 .R 26015 .R. 269194.R. 360/3q.R 36" 10'•3" 9'-4" 8'4" 8'•3" 7'•5" 42" 9'-61, 8'-7• W-1" 7'-8" 8'•11' 49" 61•10" 8'•1" 7'•7" 71-2. 6'•S• 60" -11" 7'•3" 1 6'-9" 61•5" 5'•9" 66" 7'.7" 8'-11• 8' 6'-11 72" 7'-3" 61•71 8'-2• 81•10« 5'•3" 78" 6'•it• 8'4!' 8'•11" 5'-8' S'•1' t4" I6'-8" 8'•1• S'9' S'•S' 4'•t t" 90" 8'B' S'-11• 5'•8' S'•J" 4'•9' 2"x 2"r 0,044"Hollow Extrusion 1 W Ind Zone Los 102 M.P.M. 110 M.P.H. 1Z0 M.P.N. 126 M.P.H. 130 M P.M. Width Applied Load 199Igo.ft. 23613q.R. 269134.Pt. 291134.Pt, 36015 38" 11'-2" 10'-2" 9'•7" 9'-1' 6'-2" 42" 10'4" 9'-5" 8'-f0• 81•51 7--a- 48" 9'-8• a'•10" 8'•3" 7'-10" 7'-1' 64" 9'•2- 8'•4" 7707, 71•5• 61•8• 90" 8'•8" 7'-10• 71•6" 70•0" 6'4• t4" 8'•3' 7'•6" T•1• 8'-6" 61•0' 72" 7'-11" 7'•2• 6'-9" 5'•5' 61•01 79" 7'-7" 6'•11" 6'-6" V-2• 51-81 84" 7'•4" 8'•8" 8'-3" 51•11• 5'4' 90" 7'.1• 8•_5., 81-11 5'4" 5'-2' Notes, Gists Rooms; The eddlHon of aluminum frame windows with glass panes that are designed to 110 M.P.M.wind load requirements to the above upright sines increases the strength so out additional taming Is not required. Screen Splines on 3"side. extrusion turned with 3"aloe parallel 10 tole plate. Example, Screen panel width•W'■80'; Maximum"H"for a 2"x 2-x 0.036"Hollow Edru t ion■ Using screen panel width"W'Viae"leaf glass room drawing),select uprightHeight"M' required from the madmum height allowed for each extrusion Lawrence E. Bennett, P.E. P.O.BOX 4304 GOUiN DAYTONA R 3M TOM44ME 1904) 787.4774 PAX(004)797-8940 t11E/1t• © COPYRKIWT 1008 PAGE ^ NOT TO W AFPRODUCm N wwaZ OR N PART WR11CVr THE WWrrM Pt3ie"M Or LAWFt D?=E ItE?hETT.Pt 79 CITY OF r��i�curtic �eac� - jl�vudct 300 SELIINOLE ROAD - -- - -- ATLANTIC BE.-\CH. FLORIDA 32213-i445 TELEPHONE (004i 247-S800 FAX (001) 1999 SI N(-(,NI ,'_W() David W. (Miller Aluminum Constructors tors 2083 Nickerson Lane Jacksonville, FI 32207 Re. Requlmd Inspections for Construction In the City of Atlantic Beach Dear Sir: Please be noted that a review of our records reveals that no inspections have been performed at the following addresses: #17818 #14326 1989 Selva (Marina DriveO #12919 1822 Selva Grande Drive #11376 75 West 13th Street #10955 90 Ocean Breeze Drive #10425 347 Third Street Our records indicate that telephone calls have been made to your office on several occasions. Please arrange for these properties to be inspected as soon as possible. My next communication with you will be in the form of a Complaint against your license to the Department of Professional Regulation. Please call me at (904)247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford Building Official DCF/pah cc: Homeowners 7 77 CIT1.7 Y IT 'Loa toot A MOO- .Po � . T � B1 )t. 3 Twp, {: 4� . ; � t #r_. � O n - A gubdi n. �. v _ y .: A ,00 f PAs .: ' ' t :Ate Pit c m D � , ett Olt A 140 yd a P 4191 ult N `iY k Nt3'! BE REQUESTS' AT B M SP1 1C3f . 't)IiI CTt4l+ ` NG MATERIAL L RI I i ANC!OEI3f 18`ROKTHIS WORK Mu$N©T" t It�l,PtJ iG��aP±41rE, AN[ M TBE t1P ANi Ul: 13 AWAY A1i', ) R CFRACTaI QR aWiVIR f RE: HE: MECH AM I U b ACCaRpi TO AF'PR4 t !?.PLRNS WHICH ARE PART at? tFiIS PIrF l llT Att�tt l 3,i1 1 TO REV TSF CSS AP LICABL PRaVlStat+t aE LAW. , A MTI A H '! DING EPA i T NIS T �S CITY OF ATLANTIC BEACH PERMIT CAL ULATION SHEET Address f 2 C. ef-rJ G V D• C r�J t�0 /c'C N Date ( '- -? - ,� Heated Sauare Footage @ aer as ft = S Garage/Shed e sa Car-port/Porch Per sa tt Decii (a s ver sq i'. - S Patio j ppr Q _t - a TOTAL VALUATION : Tctal Valuation 1st $ C'C_ Remaining Value $5- per thousand or portion thereo'= TOTAL BUILDING FEE ti + _, = Filing Fee ( ) Fireplaces @ $15 . 00 S BUILDING PERMIT FEE S WATER IMPACT FEE $` SEWER IMPACT FEE S�_ WATER METER,'TAP c CAPITAL TMPROVEMENT 1 RADCir' S HRS 1 CCS;j SECTION h PAVING S HYDRAULIC SHARES CROSS CONNECTION S SURCHARGE . 0050' OTHER7j- e-t) 1 _ GRAND TOTAL DUE :r ADDITIONAL PERMITS OR FEES : Mechanical Pluirbina_ Electric/New Eiectric/Temp ; SwimminaPooi Septic Tank Well Sign_ Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES : MAP SHOWING SURVEY OFF A LOT 2, BLOCK 1, ATLANTIC BEACH PARKWAY, AS AEC;ORDED IN PLAT BOOK 15, PAGE 61, OF THE qv CURRENT PLIDLIC RECORDS OF DUVAL COUNTY, FLORIDA. /G O- ,q 1-16W15'r C. ANL= IPA Ci. P/ER 7416 v/ LOf L0 ti/tv, ,er 3�1 44 i tj ,V C a t✓ 7 / �, �L L 4 0 � � � �-�=w: .�� �:����v- � �{ �� �•tD' JSP UAL 1 E A/CE I IAC* CNE S J O I e� 87.0' RECORd 5: 4 N 1 HEREBY CERTIFY THAT i HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAP". AND THERE ARE ® ENCROACHMENTS A5 SHO`ViV, H. A. l3UR '"..d & 925 — 7Tm AVE. SOUTVt JACKSONVILLE BEACH. FLA. SIGNEb APA�J1- /2 ig Ze " SCALE: R GISTERED SU VEYOR N0. 1574 FLA. ■n1tTMOpf f/r ffwWlCf IN19• y�.i �d//'� e'3linte� it E'4 E � 77 ��� hSi f Sf M .�lilt r L iwh+ AM' I. Cf C»A L.14N tIV- fit 'FU A 1� I oo Au � -+"5 ¢ i w¢.",..a�ryr w►an�,i�t +�wr..rt+arr S �tovt xx ,fir+ ai t sl ia , o�` .� aril '' = `r a 3 t z r wwj� f ` s � �Y ll�LftN11 i .........ar THI$V IRK Y 4 Y `flKC1O OIT ACCO w BEACH 60IL:DINIG-, EPART1+�I�N� � 5 d CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 12 �L y c- N y "ti OWNER OF PROPERTY: Mot f),e-4_1-r\ BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: �)%) L_) 0) 41 STATE LICENSE NO: C S—� c— TYPE OF BUILDING: TYPE OF WORK: 1 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS �C _DISHWASHER URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 } t X f 4 J vl �Fn� ftt E t r # f $�4 6 + y n z x x �{ t i y h i 3 P 4i h 4 t MS ` 7 3 b e` a MAR 2 51994 CITY OF ALARTIC BEACH Building and Zoning ROOFING PERMIT APPLICATION owner(s): C7m� �� l Address: q S -L 0 ce O; c+ Phone: C/ f Lot # , Block or Unit # Subdivision: Contractor: Address: City, State and Zip J �� _ Phone 2,2-1 - ©o State License # Describe work to be performed: Valuation of Proposed Construction: zc o G Materials to be used: �h / F_� - �•' i� , f Signature of Owner; Signature of Contractor: :2 Liability Insurance Supplied Workers Compensation Insurance Supplied License Information OWNER BUILDER PERMIT AFFIDAVIT State of Florida City of Atlantic Bach BEFORE ME, the undersigned authority, persanally ipNMarvd - _- ------ who upon tismt being duly worn, deposen^and mays% I, 0 r)') � __rr_w, and the legal uvner-of the Sollawinjj property% Subdivision _ Block --------- _wrY Lots-- _..__. AKA �rw,dr w.r • _ I am applying for a building permit pursuant to ohe Owner Builder exemption set forth in Florida Statute, Section 489. 102. Florida lav requires that I have been provid&d witty tto& following DISCLOSURE STATEMERT% DI5CL03URE STATEMENT ,State Sew requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that lav, The exemption allows you, as tha owner of your property# to ,act as your own contractor even though you do not have a licenmr. You must supervise the construction yoursaelf. You may build or improve a one • or two family residence ar a farm outbuilding. You may also build or imprc,ve a commercial building at a cost oat. a23,000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or lams& 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 must 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 lav and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STA'�FNENT and that I comply with ail the requirements for the isavanra of an Owner-Builder permit. Further, affiant sayeth not. ._. -' ...r w•.. ....._.Mrs•-....... r.r��.J�r�.�.r Property Owner Sworn- to and subscrib before me this , d y of �ti:l�...:. ..• 19•� • NOTARY PUBLIC' My Commission Expires% NOTARY PUBLIC,STATE OF FLORIDA. MY COMMISSION EXPIRES:JUNE 20. t994t •ONDED THRU NOTARY PUSI.IC UNDERWRITERS;