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Permits 375 Aquatic Drive CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025788 Date 4/01/03 Property Address . . . . . . 375 AQUATIC DR Tenant nbr, name. . . . . . . AIR HANDLER Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CAMPBELL FLORIDA WEATHER INC. 375 AQUATIC DRIVE 1117 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32236 (904) 249-1290 Permit . . . . . . MECHAN,CAL PERMIT--------------------------------- Additional desc . . Permit Fee . . . . S1 . 00 Plan Check Fee Issue Date . 00 . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 51 . 00 51. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 51 . 00 51. 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS�ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT To REVOCATION FOR VIOLATION OF APPUCABLE PROVISIONS OF LAW. BUIL61NG'OFFICIAL BUILOING ANDIONING INSPECTION DIYISION CITY OF ATLANTIC BEACH 8"0%Aapuc.%ailsaa APPLICATION FOR MECHANICAL PERMIT CALL-IM NWA-4&EA IMPORTANT—Appl;ca,t to COMplatill 411 itOMS in sactions 1. 11. 111, and IV. LOCATION Slwo'#mit.6" 7!S OF 1814M486.1 1UILaING A�W IL 10-ENIIFqCA-TION —To be completed by 411 4PPlic4nts. h.0.6v w.. to P-1w.�w—h 6 444wj." '4111 the 4II.ck'4 P64. .'w L 41 qee�I.iw.clic.U44.4 ilk 14.cly I *,W '1644#4: N. a M h.ka L- F1 Oft Ippiall of hopriv 0.~ ME seftft of Qw..r Jullherizool Aloes U'l—leve *I Achil.ol I., III. rw&48tAL INFORMATION me p 6 IIL r- 0 4E 0" .A. Type Hin"I IS OTHIU11 CONSTRUCTIon sauna GORC On. r"IS BU1601144 Oil 31TZ? 93 r (3. LP 93 C..Im Ulgitr Ip YILS. CIVIC muiwscA Or CONSTRUCrION PICANIT c) `�70-91 Igulph1wr To as INSTAUAD MA of WORK —pl-le so 4(me4weenft be4k.1 lb Or C3 camm.r'lal, Q Spe"- 13 C." a (3 Ak CA-Wedwelegs Q A--- c..#,4 wilding C3 $rvlom, kiamrwL---- of exialkiq ay4tena meakwon gapeelly awn. (3 mew tallismation gma 4y*,.n p,griguelly jp4Is4sq (3 add.,m to ..1641W4 syslem c- C outer C) RM Nh.a I "ier cl Me"". C3 66.4-P—p- Th'S Jr^C004 OA4CA U34 ONLT 93 LPG makinows---------- Q Pwasil Apppwwed i3 01ber—.spw4 LIST ALL XQMPMZNT AUL COM14MIGIVING AND RZMGuA-ncmi zquvumrr D-srigUins xe"Number A I-- cN=j I-UjA L4 )f4-"el'ir jpN,6jcI a L> U[L PURNAC33. 301,gag PAMAC23 .4.49""bw Number Vivian onswilluen XG Number A4—W CITY OF ATLANTIC BEACH X;1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029921 Date 3/28/05 Property Address . . . . . . 375 AQUATIC DR Tenant nbr, name . . . . . . SCREEN ENCLOSURE Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3440 Owner Contractor ---------------- -------- ---------- -- -- ------- -- - CAMPBELL, J.L. CUSTOM SURROUNDINGS, INC. 375 AQUATIC DR 3195 ST. JOHNS BLUFF - STE 7 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 246-3357 (904) 565-8512 ------- ------------------------------------------------------- ----- --------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . Valuation . . . . 3440 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ----- ----- ------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 7S . 00 75 . 00 . 00 . 00 PERNT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i4l0k BUILDING OFFICIAL en eu Lib U(JM--*<P A Ct:t. �0�`J+irienric oL-.juri ou ou�- r_ MAP CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations&Additions) Date: 3-2 Job Address: k Owner of Property: c-l'o'n Address: 32S C_ Telephone: -,3g2!!!� Legal Description: Block Number: Lot Number: 2 Zoning District: Contractoc C,45-i� -.-.------State License Number: 612C 6_S-7e77 Contractor Address: S7- Telephone: 5;�1 V-2 e_&' -3 5- ?V�!e Fax: '70$� 5'4119 jC Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed consmiction: $ What are the dimensions of the added space: feet x feet Will the added area be heated and cooled9 -11,10 New electrical or increase in service? 14-0V Add plumbing fixtures? 44) Add fireplace? Add heatinglair conditioning? .t�-o Is approval of Homeowner's Association or other private entity required? -to If yes. please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addit"Mm. of 511,1i� or mork! ttt the oriainal imper�ious area or the removal of any trees? Eg NO. Applicant certifies that no change in site grade, impervious area or flit material will he used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each mouth. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as sporonriate Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Depwtmcnt of Public Works to determine if a pre-consiruction or post-constniction topographical survey or grading plan is required. (if not required, wrinen verification must be prvvifJcd with this application.) The Depariment ofPublic Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5934 STEP 3. Submit Tree Removal Application iftrees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Cornrnl�ncement, Owner/Contractor Affidavit if 0 owner is contractor,and four(4)complete sets of construction plans to the Building Department which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5900 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 f�eb 28 Ub UJ: J./F Uittj cit- mtianzic veacn ou z2u-r-c" r-uo"�) In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required infon-nation in a clear and legible manner. 1. Current survey showing the property boundary with beadrigs and distances and the legal description. 2. Location ofall structures.temporary and permanent including setbacks,building height number ofstories and square footage. Identify any existing structures and uses. 3. Ifiequired by the D�partmcnt of-Public Works.a prc-construction.topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. S, Impervious Surface area calculations. include driveways,sidew&IIL%patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all informadon provide�with this application is conta Signature ofowner: Z m Date: hereby i;ertily LhdL I hwve r�; aiia cxamiijcd this application and know the same to be true and correct. All provisions of the laws and ordinances goveming this type of work will be complied with, whether specified herein or not, The granting of it pemiit does not pre�sumc to give authority to violate or canccl the provisions of any fcdcral,state or'local rules,regulations,ordinances,or laws in any manner,including the governing ofconstruction or the performance of construction of the property- I understand that the issuance of this permit is contingent upon the above information being rnie and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contmetor Date: Address and contact information ofperson to receive all correspondence regarding this application(please print). Name: 2&1t12 e Mailing Address: -;YrS 57- Telephone: - z Fax: �o q -5,_S_S� E-Mail: AS TO ONVNER: Sworn to and subscribed before me this day of 4,t.1 State of Florida,County of Duval Notary's Signature: et 0_�� Produced identification i,1)D23365? 2007 Personally known Type of identification produced AS TO CONTRACTOR: Sworn to and suhscribed before me this -5 day of- .206. State of Florida,County of Duval Notary's Sipature� D L DORSEY Personally known MY COMMISSION#DD233667 EXPIRES:JUL 21.2007 Produced identification Bonded through Advardage Notary I Type of identification produced 800 Seminole Road -Atlantic Be2ch,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 3 Rcvised 8104 CITY OF ATLANTIC BEACH Cc: BUILDING ZONING DEPARTMENT D' Ford 800 Seminole Road —Doerr_��) Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax RECEIVED www.coab.us CITY OF ATLANTIC BEACH BUILDING&ZONING PLAN REVIEW COMMENTS MAR 2 1 2005 Permit Application # 05- Z�19 7-1 BY: Property Address: Liop,-n C- Applicant: ggr�i tK-)-Dl K) C Project: Ll�:)C-L- T plication has been: ed evi ed a e following items need attention: Zf X 5-t- i)Ck%'(7 M 7V Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: J, CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT D. F.ard. 800 Sen-dnole Road ik- Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # C)5- Z�19 Z— Property Address: 5-7s Applicant: sz�Piz I t LAD I ="J C Project: ��LLt'SOTZ-T= This pe application has been: tApproved Reviewed and the following items need attention: Please re-subm ins have been completed. Y_ Reviewed B . Date: Date Contractor Notified: �-HUM *HUNTINGTON V.ITG. Co. TO 1998107-28 07:27 #11G P.03/103 MAP\,. SHOWING SURVJ( OF LOT -cl "% BLOCK - AS SHOWN ON MAP OF .49 iECORDED iN PLAT BOOK--!e—.PAGlE--7/ (111.4 111)49&S .--. OF PVBLIC RIECOADS OF OUVAL CO FLA. F OR gonna FILE' COPY, 4aim 7-1c ��ol Flo ',I;>R vec ,V 7,0 Iry"0Z-w 1010 :?;4�-v n S4 A a S00 too"00 Dr-21-A 3-9. 7 % T VK 215.Z. , I 11Z 7, .14k _V-.97-y. cl 27 V/'VAAl 4 �j %l IN - 1-z -9 70 /40' z.*r Sa .4,07'-To-C ,�MACAIACA>: 1-14-94F r%QA1- SvRyZ'Y W,01-60-L-s -65 r10 0a14.PbV6 --57X1tC-a4,17- 70 -5W'0WA0l111-R1&6' IMARLFZ BASSx;-vr & AS$OCIATES, INC. 215 CENTURY 21 DRIVE - (904)724-9433 32216 SURVEYOnS, ENGI N EERS AN D LAND PLANNERS JACKSONVILLE. FLORIDA T"t SOWN4 OF INFORMAMN WED IN MA91m; Tmis 'SvnvEy WAS ze 111EARIN4 OATUM RASIED (:)N pNTIO,p,OOM WITH A SOLID ROOF-Screened of Enclosed 0,2004 Edition by Lawrence E.Bennett,P.E. jLeferenm: Aluminum Structure Design Manual'Florida Building Cod FILE of. 01A Custom Surroundings,Inc. Designer jai LE e"71,111''? 1!, 01 owne jobsita Address'. .> 11 -� -2�—C& Wind Zone: mph. contractor*. by Projection: Ft L"n um cover(clear)Spans: Attached Alumin ___g_—Y — oVerhRng on Host Structure: p hment: It and,at Roof Bearing Wall: ,Oom Height at Roof Attac per Section 7,Table 7.1 A, for Standard 3"Riser or Composite PAnB OR, 026"or, 1032-dlicimess by 3105HI4 AlIgy ,ppmei�sec P 3"Riser by I T'wide by: - 0 ED — GITY OF ATLANTJC BEACH )4-Industry Standard COMPOSitc P0116 Roof witbXOU- or _,03009%&Wdq"P-�:�'01- Oth Specialty panels,par �NO (per Section 2 Table p4L. Ated spun Member Salac spacing---------- (per Section 3,Table 3.I.X,Pages— C)&&e, Bum at F-oof Bearin Tribubuy Load Width('A Span+Ovelimg)s4 Ft Roundup to_ 1 Ft. Select Extrusion: 2'X'a—X—With Maximum Allowable(tabular)SPIM Of D) fB * W It.- (per Saction2l,Table 3.2.x,Page '3 Typical Spacing and Load Width C'W"):_ 4!5 Ft. ROunded to Nearest Tabular Value of I d 01"' ' selected and �40 Wall Height: 13,�—and Post Span is:— — -1aWW&A!l1 (per Section 3,Table 3.2.x,Page_____j Mwt(p 1)-Width of �y height and spin of- Selected I Using Selected/Using Mark(P2)-Width of. byheight and span F)Wall H S barz): (par section 1,Table 3-2-x,Pap------) (NOTE: Maximum vertical spacing Of WWI hOfizOOtWs(Ah Wirt 7'0" NA -4 FIL Using k2X2.tiollow Or 1)Height(ftom sole plate)—ALFt Load Width span.--6--Ft 1, C , I Usingj!��X2 Hollow or 2)Height(from Bola plBle)—l-k-1pt Load Width FL Span__b_FL G)M i-SC I I�a �0 Riterior Cornors/Intersection of Bearing and Non Bearing Wills:2X2 Hollow and IX2 OB(composite 2X3) 0 Z�r Z >two ED W 0 OMT CD #. 0 ca (n > 0 M, r 0", (a am)-u 0 ri 0 -1 IQ 09OPCOST owk Lo ;u U) (n 7r -r.La mo (n In 03 It-4, cn X m :1 'z ow *�0-42 UM Hij 0-n 10 b -u Z ., a, G) E P zLfl>m Pqpg;�0,29 > cn 0 0 A 4 r-i A - w-:,- 0 �zm ;a - P. in- m 0 2 " :i E 0 -13 x 10- m N� I % z m�90 -n 0 100 h r% 00 p�OoX At T gr 000 A()Do 4- cn:* Z %�qo;ulo- UA 0 =1 l;u 0 B*r. 11 s 0 6) a ml z 0 0 >mn, r In 0 IS ;D:iz: m -n 0 :*;r,C,K Z,,! m V �;D 0-; 9 w- .OD o 0 m > -I 'mo z m 0 r- r- M -4 0 A7 401 0 >- -4 0 3: Fn 0 m K CMD mm > 0 0 > r r c 0 p 2 x U) z 9 > PANE "U R I n I i opikk� I - ISM U) 0 0 c g--I -z- -n A= . . . 1 -1 . �! - I CEPTHI vm Cr- -, > I r' 0';"D- (1) a-n 0 > 7- i M 6) Fn!o 0 C 0 p 0 m 0 C G) m U 'U CID r mm Ammm z -.4 > KW (A C zo r- IF-, 1 3: CO Too G) 0, 9 z r -4 p fa Ell ?.�: m c mo§ H. A �E IMP to 0 C C -T C 10, hoi N. 0 0 X in j -10 -0 0-0 8mm m 08 "m T z o r -n w ;u 0 0 -I u)0 0 G) m c z MR d 9(n m r-n > L In PLOOF PA.Hr.Lb - qUTTLIt) -------------- 2X2 dLAAQ 15 K ppaF PARIZI- CLLAP. .5PA9 PATIO -i boL1��ALL POtIT(.b) 4 I IZOOF LA 0. 1 1 1 OVLRIJAI44� PLOOF WALL PObT(b) Z OVLII fn �l 56* + POOR r. — T) 77 ?X? 4IC4PLATL / CQAlZ "Al- ------------ r--- Ld PILL PLAN VL\V ANP/ OW LILLVAT104 Y-IC4PLATL M PO-')T �5p,&CWjq AND p10012- LOCA6TVO WHIM -\-,&PPMOVLI) FOURPATIOW PATO Pizajr�CTION NVIDT'd) MAX04UH Pizo-jr.CTION\V[TdO'UT FOOTH4 - 16*-0- V W TYPICAL ....... SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2)#10 x 1-1/2"S.M.S. THROUGH SPLINE GROOVES EDGE BEAM SIDE WALL HEADER 1 x 2"OPEN BACK ATTACHED ATTACHED TO 1"x 2"OPEN TO FRONT POST W1 BACK W/MIN. (2)#10 x 1-1/2' #10 x 1-1/2'S.M.S.MAX.6" S.M.S. FROM EACH END OF POST AND 24"O.C. SIDE WALL GIRT ATTACHED TO I"x 2"OPEN BACK W/MIN.(3) #10 x 1-1/2"S.M.S. IN SCREW BOSSES C FRONT WALL GIRT FRONT AND SIDE BOTTOM RAILS ATTACHED TO 1"x 2"OPEN BACK ATTACHED CONCRETE W/1/4"x 2-1/4' TO FRONT POST W/ CONCRETE/MASONRY ANCHORS @ 6-FROM EACH #10 x 1-112m S.M.S.MAX.6" POST AND 24"O.C. MAX.AND FROM EACH END OF POST WALLS MIN. I*FROM EDGE OF AND 24*O.C. CONCRETE MIN. TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3* V-0" Lawrence E. Benneft, P.E. FL# 16644 CNIL ENGHVEER-DEVELOPMENT CONSIXtANT P.O.SOX 214308,SOUTH DAYTONA.FL 32121 TELEPHONE: (386)767-4774 FAX (386)767-8556 PAGE Q COPYRIGHT 21104 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.sENNETT,P.E. SCREEN, ACRYLIC VINYL ROOMS SECTION 3A 1"x 2"TOP RAILS FOR SIDE WALLS WITH MAX.35LOAD WIDTH SHALL PAN ROOF,COMPOSITE HAVE A MAXIMUM UPRIGHT PANEL OR HOST STRUCTURAL SPACINGAS FOLLOWS FRAMING WIND ZONE MAX.UPRIGHT (4)#8 x 1/2"S.M.S.EACH SIDE SPACING OFPOST 100 T-Qu 110 6-7" 1 x 2 TOP RAIL FOR SIDE 120 6-3" WALLS ONLY OR MIN.FRONT 123 6--l' WALL 2 x 2 ATTACHED TO 130 51-8" POST W/1"x 1"x 2"ANGLE 140 5'-l" CLIPS EACH SIDE OF POST 150 AN 44P INTERNAL OR EXTERNAL 'L'CLIP OR'U'CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4)#10 S.M.S. GIRT OR CHAIR RAIL AND KICK PLATE 2"x 2"x 0.032"MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4*x 2-1/2" 1 x 2 OR 2 x 2 ATTACHED To CONCRETE ANCHORS WITHIN BOTTOM W/I"x I"x 2"x 1/16" 6"OF EACH SIDE OF EACH 0.0450 ANGLE CLIPS EACH POST AT 24"O.C. MAX. OR SIDE AND MIN. (4)#10 x 1/2- THROUGH ANGLE AT 24"O.C. S.M.S. MAX. 1"x 2'x 0.0320 MIN.OPEN BACK EXTRUSION MIN.3-1/2"SLAB 2500 PSI CONC. 6 x 6-10 x 10 W.W.M. 1-1/8"MIN. IN CONCRETE OR FIBER MESH VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE:3"= l-W Lawrence E. Bennett, P.E. FL# 16644 CWZL&iGINEER-DEVELOAAAE1VT CMSIXTANT P.O.BOX 214368,SOUTH DAYTONA.FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767.6M C) COPYMGHT2064 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETr,P.E. 3A-3 SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: (3)#8 SCREWS PER PAN WITH SEALANT 10 MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED HEADER(SEE NOTE BELOW) END EXISTING TRUSS OR RAFTER uJ f- Z iL #10 x 1-1/2'S.M.S.(2)PER CC Ill RAFTER OR TRUSS TAIL Ix j3 ROOF PANEL #10 x 3/4"S.M.S.@ 12"O.C. #8 x 1/2*S.M.S.(3)PER PAN EXISTING FASCIA (BOTTOM)AND(1)@ RISER (TOP)CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3'= l'-O" SEALANT FOR MASONRY USE HEADER(SEE NOTE BELOW) 1/4"x 1-1/4*MASONRY ANCHOR OR EQUAL @ 24-O.C. FOR WOOD USE#10 x 1-1/2" S.M.S.OR WOOD SCREWS @ Ui 2w O.C. a. ui EXISTING HOST STRUCTURE: 0—-- ROOF PANEL WOOD FRAME,MASONRY OR #8 x 1/2"S.M.S.(3)PER PAN OTHER CONSTRUCTION (BOTTOM)AND(1)@ RISER (TOP)CAULK ALL EXPOSED ROOF PANEL TO WALL DETAIL SCREW HEADS SCALE: 3"=V-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH(3)EACH#8 x 1/2*LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE(1) EACH#8 x 10 SCREW EACH.THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH(3)EACH#8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x§/16"TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR#8 x Ire S.M.S. Lawrence E. Benneft, P.E. FL# 16644 CM ENGINEER-DEW-LOPA*WTCONSULTAffr P.O.BOX 214358,SOUTH DAYTONA,FL 32121 TELEPHONE. (380)767-4774 FAX: (38M 767-6555 PAGE copyRiGFrr 2m 7-2 NOT TO 13E REPRODUCED IN WHOLE OR IN PART WI`THOUT THE WRMEN PERMt=ON OF LAWRENCE F BENNE-IT.P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3"x 12"x 0.024"2 or 5 Rib Riser Panels Glass&Modular Rooms Overhang I -Sloped Roof-1 &Attached Covers Enclosed Open Stru res Screen Rooms Wind Mo Region 1&2 3 4 1&2 3 4— 1&2 3 4 Cantilever span span Span All -- pe. 1 span span span span span span I Roofs 100 MPR 14'�-7r A171-1 1 0 - 18'-e T—13'-w 7--r-5- -Tr--g- 11-7 14'-3- 14'-P'- 110 MFN- j14'-1- 17--11- 181-4- _0-- 1W . . Ir 3 13'-W 37--9-- Y-1 1 I 3*-V 120 MPH 1 T4�- 1-r 75 -Z-r -7-10- 123 MPH 13'-2- -T6'7-r— ir-4- 9 1 17-5. Z-8" Y-8" 130 MPFt 1Z-9- -f SF-9-- 16--0- V-2' 14'-3" 14'-7" 9�-5"-- 1 1,-B" I 1,-1 0" Y-7" 140 MPH 16-1- 12'-6- 1Z-9- 101- - 122-6- 1FF- 8--11- 11--1 11' 3-4" r 10 1150 MPH -f(—y-r —IZ--6- -Tz--w 1V-1- 12'-6- -f27-9--- 8,-6- 0,-6- 1 IM 3"x 12"x 0.030"2 or 5 Rib Riser Panels oms Glass&Modular Rooms Overhang Wind Mo -Sloe!d Roof I &Attached Covers Enclosed oo Cantilever Open Structures Screen Ro Region 1&2 3 4- --1&2 3 4 1&2 3 84 All span span span span spa n span span span p span Roofs 100 MPH; 15'-9" 11Y-5' 17-10" 14�-10" 181-10, IZ-6- —IV-5" 4'-0* 110 MPH-T57--3-- 1F5- 19'-10" 1Y-9" 17'-10" -18-2" 1 11-3" W-6* 14'-10- 4'-0" 120 MPH j*-5,i 18!-10" lg,-2" IV-2. 16'-3' 1 V-7" 10'-8* 1Y-r 13'-11 4'-0* 123 MPH 14'-2" 181-41 16-11. 16'-4* 1 13-8" X-1 1 130 MPH IX-9" jr-4" 1r-g" 12'-11" 13'-2- X-10* 1 MPHII 10--17737--6-- 13' . IV-11*1 13'-6" IV-9" 9,-8" 12'-4* 17-7" Y-8" 15OMPHTI(Y-11" 13'-6- g-2' 11-4- 1 V-7- Y-6- 1-9 3"x 12"x 0-05V 2 or 5 Rib Riser Panels Open Structures Screen Rooms Glass&Modular Rooms Ove-rhang Wind Mono-Sloped Roof --&Attached Covers Enclosed Cantilever Region 711�UT"3 4 1&2 3 [ 4 1&2 3 4 All span span span span span span span Span span Roofs 100 MPH! 23.2- 17'-10- 2Z-W 221-5" 14�-r i8l 1 j-q—,-j- 4'-0" 110 MPH 181�5" 2Z-9" 23-2' 161-10 - 21'-3" 13'-9" 17�-9 IV-1- 4'-D" 120 MPH Ir-10" 2Z-V 22-5" 15'-5' 19'-10" 2(Y-3" 1Z-11-T15'-11' 16'-3- 4'-0- 123 MPH 17'-4" 21'-S" 2V-10" 15'-2" IV-6" IW-10" 12'-B" 151-8" 15,_1 1" 4'-0' 130 MPH. 16'-1" 2(Y-4* 2W-W 14'-r 191-1* 1 V-1 1" 1V-1" 15'-5' 4'-0' 140 MPHI JZ-jr f5s:j�- 17_9. 1 - 11-4- 14W —4tr 150 MPHIJ 17-9" 5�-W 6F =3 14'-V 4�6� Note: Total roof panel width=room Width+wall Width overhang. Lawrence E. Benneft, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPAdENTCONSIA TANT' P.O.BOX 2143504 SOUTH OAyTONA,FL 32121 TELEPHONE: (388)787-4774 FAX- (388)767-6= PAGE COPYRIGHT2M 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMLSSION OF LAWRENCE E.BENNETT.P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans-Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity;using design load of 13#/SF(43#/SF for Max.Cantilever) Aluminum- loy6063T-6 2"-x2"x-. 2"x 2'x 0.055" Load Max. (bendl gb'or loncn Load Max.S Idth(ft.) __Ma Span V — I(b9n#!nVb'or deflection'o I&2 Span 3 Span 4 Span Max. Width(ft. & ) 1&2 Span 3 Span 4 Span Max. Cantilever Cantilever rw 5 51-1" d 6'-3" d 6-4" d V-0* d 6 5'-4"-dT 6-7" d 6*-9" d V-1* d 6 4�-9* d 5—'A(rd 5!-11" b 01-11" d 6 d 6-4* d 1'-0" d 5'-0" d 6-3 7 4-6" d 5-7" d 5-6" b 0'-11" d 7 4�-9" d 5�-1 I" d 5'-11" b 0'-11" d 8 4-4" d 5-4* --b- V-1* b O�-10" d a 4�4" d 5!-8" —d —5'-7" b 0'-11" d 9 4-2* d 5'-11" b 4'-10" b 01-10" d 9 4-5" d 5'-5" d 5-3* b W-10" d 10 4-W 7 4'-9* b 4-r b 0!-10" d 10 4-3' d 5'-2" b 5-W b 0'-10" d 11 T-1 I" d 4-W b 4-4" b 0'-g—* d 11 4'- . d 4'-1 V b 4-9' b 01-10" d- 72— T-9' d 4'-4 b 4 2' b d 12 Y-1 1" d 4�-r b I 4�-r b 0'-10' d =x 2"x 0. 1 Load 1'x 2'x 0.070" Width(fL) Max.Spa V I(bendl g'b'orr action'cr) Load Max.Spa *L'I(banding%'"deflection'dI &2 Span 3 Span 4 Span MMW—L Width(it.) I Cantilever I&2 Span 3 Span 4 Span Max. Cantilever 5 5'-W d 7'-1' d -—7�-2* d -1-2" d —5 6'-S" d 7�-1 1" d 8*-l* d _V:5" d W— 5-4" d 6-8' d 6-9" d V-1* d 6 6'-0- d _FF—d 7--r d V-2- d 7 51-1" d 6-4" d 6!-5' d 1-W d 7 T-9' d 7'-1" d 7�-3" d V-2* d d 6-W d d 8 -5'-6* d . W-91 d 6�4 I" d v-1" d 4-8* d V-10" d 5-9* b 0'-11* d 9 5-3" d- 6'-6. d 6-8" d V-1" d 4*-6" d F-r d 5-6* b O�-11- d 10 W-1* d 6-3' d 6�-S* d V-0' d 4-6' d 5'-5' b 5-3* b 0'-I(r d 11 4!-11" d 6�-1' d 6'-3* d 0!-11* d 12 4-3' d 5-2* b 51-W b 0'-10" d 12 4-9" d 5'-11' d 5'-11" b (Y-1 1' d Load 4"x 0.050" —. pa V I(bonding'b'or ction cr) Load �Max. Width(ft.) I& - - -- -Agl� Width(ft.) --Sp 'V I(bonding'b'or deflection'cr) 2 Span 3 Span 4 Sp an Cantilever I&2 Span 3 Span 4 Span Max. 5 7�4* d Cantilever 8'-9" d 8�-9* b 11-51 d 5 9�-r d 11' d 11-2* b 1'-1(r d d .!3- d 1_ d 11.jd d 6 &-8" d 8'-3" d 7'-11" b 14� d 6 8'-8" d I b I(Y-3" b 1�-9" d 7 9-7" d r-8" b 7-5" b V-3' d 7 8-2' d 9-91 b 9-W b 1*-8* d 8 b 6-11" b 11-2" d 8 T-T0--d 9-2" b 8'-IV b 11-r A -6" 5-10' d 61-V b 6:b V-2* d 9 7-W d 8'-4* b V " d r 10 5-r d 6-W b 6-L)* b 11-11 d 10 T-3- d -r-11' b V-5- d 11 6CV—d 6'-l* b 56-11" b 1-J. "1. d 11 6�4 1" b 7"-10' b 7-r b V-5' d 12 6-10" b d 1 12 6'-B* b 7'-6- b Notes: --- _ _!__ 1 1ZZ; d 1. Above spans do riot include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Benneft, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSEXrANT P.O.BOX 214WO.SOUTH DAYTON&FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-8M COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN wHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 3A-11 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Ar '- Ep E 8 cm CY N N cc 'o 'o 'o 'o 'o 'o -0 F-? Z�. U.) 06 04 C? N ;t 10 b -s C4 04 eq N N M -0 Co U. C" to To Co cm CY Cq CY C I — 3 _—P-1--,R N 8 0 co C.4 C" cm Cm Cm We N N E III C 1p Ep :t v 9 9 to 0) 'a 4) a Eo V) za — — — io ;Q ;�? 1p Cy 7 C -i r "p 0 :j cy Cl ol LL I v — — Z. 04 04 04 JE C — 1; -, *-I 0 ,0 8 C Y E ;? g b '� i6" io ;r .1 2 -1 N cm C14 C'� 8 ,., CL 'a 'a a 'a 'a '0 '0 V 'a 'OD 'o R 7 a I C4 , k Z? C? < �JN . .1 .9*9 C., CM C44 CY 04 cv) m -.0 10 *0 'a .0 .0 —0 0 3: !2 'g- CL co 71NJ� qq- 6!�o 9§? 8 0) C-4 04 M m U) E -C up b 'Ell 04 C4 03 04 V) 4).2 —V -,a "a 'a V 'a 'a 'D 'a 10 C to 9 " .5 k I — E !?I ;' V.- �t -6 ;? gp 9 Z? m;r b. It -5:3e C-4 a; LL < I m 5 a '5 zc' kC C; ot 0 V 6 0 'X 20 zo x x x x x x x x x x x A Ci Ci Ci E R E x x x x x x X X x x x x . t C. x .2 l- IXL 0 00 v- x - 212 ia C x x ot x x x x x x x op a x x 2 CL XI.X.X co ml E ac"[m IV 1&1 L I k :41.4 14 1 , cm z lz N oi li I vi Lawrence E. Benneft, P.E. FL# 16644 CIVIL"INEER-DEVELOPAtMT CMISULTANT P.O.BOX 214368,SOUTH DAYTONk FL 32121 TELEPHONE: (386)787-4774 FAX: (386)M-8W6 PAGE COPYRIGHT 20M 3A-20 "NOT TO 13E REPRODUCED IN WHOLE OR IN PART wrrHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A I -- Table 3A.2.2 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen,Acrylic or Vinyl Rooms Alunrdnurn Allay 6063 T-6 For 3 second wind gust at 130 MPH velocity;using design load of 15 AWSF Tributary Load Width V'=Purlin Spacing Sections 3'.V- I 3,-r 6' 1 6'-0" 6-6' 7..r All ble Haig t 'Wlbe Ing V or deflection'cr rx2"xO.OW Hollow B'-1- b 7-6" b 61-11, b —6-r b 6--1--3*-b 5,_1 1, b'--�b 6'-6" b I�5'-r b 1 F-l" b 2"x 2" -6 055" Hollow 8'- F-b 8'-2- b r-7- b 7�-2"-b 6,-6* &-W 3"x 2"x 5'-11- 99;Z�b 5-7" b -- -q--0-4r HOliow 9'-8- b 8�41' 8'-4* b 7'-1 V- 7'-6* Tr b —6'-10- b 6'-7- b 6'-4- b 6'-1' bi 3"x 2"x 0.070" --qo--llow 11�.6- 1(r-W b 9�41* b -§CF b 8'-11' 8'-6- b -7-2- b —7'-10- b -77—b -7*-3' bj 2"x 3"x 0.�Rollow 101-1 I(Y-1" b 9�-5" b &A 1" 81-5" 81-1" -7q7--b 7'-5" b 7"-2" b 6'-11* b 2"x 4"x 0.050" Hollow 13'-1—1*b —1Z-1 b IZ-1" b I l-4* b 10'-9" b 1&:-k3 -b -97-1—0- b 9,-5" —9'-1" b 8'-10" b b _I b -- OE 2"x 4"x MOW S.M.B. 16*-4* b 15'-l" b 14�-2' b 13'-4" b IZ-8" b IZ-I"-b -Tl7--W—b 2"x 5"x u5ir s.m.s. 20'-2- b 7FF-b 77-76 -1 6-7-6-- b 15!-8. 1 -11-b b 4' 2-x 6-x 0.096ii'—S - 4i--- 14�-3* b .M.S. ff--47'b- 16. W b 1 11-9' b 137-3- b IZ-9- b -- 78- 6 19-4- b 7--3- b 17-31�" b 15'-9"W 1.5'-T b 14'-7 b, 14*-l* b 2"x 2"x 0.044" Sna 74" b 8'-11" 8-4* b -7-1—0- b -7W—b -1" b 6A b 61-6- b 6-3" b 6- 2"x2l"Xi — I" b �-S" b 10'-8* b. i(Y-1" b. 9-6" b W-1- D 8'-4" b 8,'-l" b 12"x 4" 1 15--l' b 113'-11*b I IX-0" b 1 -8w b 1 V-1- b 1 1 0'-8--b 1 10�-3* h.1 W-1 ':-r 3 second wind go lst at 140A MPH velocity;using design load of,17#/SF '-Purlin Spacing Sections 3'-0- 4--6- 1 51-0" 5'.6- 1 6--v 1 7"-6- - -- 7� Amill ble HeIg 'H'/be Ing'b*or deflection V 2"x 2"x 0.044" Noll --7;-r b b V-7"--b 6-r b -6�--10" b -!�---rb ' 5,-4" b 1-9Q2-' b �4'-11" b ' '-9" b 2"x2"x0.6-5-5-w—Hollow W-3" 7'-8" 7%2" 6'-9- b 6'-5- b -F---rb r x-r--x 5.6a Hollow :;—, — 5'-1V V-r b *'-5- b 5-3* b 3"x2"xO. ' -7--1- b 8'-5 b 7'-10' b 7'-5- 71-W -F:5;--b 6'-5*--b V-11- b 5�-9" b F7V Hollow 19-1 10'-0- 9'-4- b 8.10- 8'-5- 7--1 F-b —7-8' b 7-4" b 7'--1"-6 V-10" b 2"x 3"x 0-04V—Hollaw � --g�b 9'-2- b 8--8- 11-3" b -T(Y-V b 8-4" b -1—1" b 7,-B* -T-4" b 7�-1' b ,2"x 4"x 0.050- -RO-110W —IXI" b I Z---l'-b 111-4- b (y-1;-b -F7-b -- -- Z'x 4'x O.M. 9'-!" b -8'-11" b -T--71b 8-3* b 2-x 5- 0.00ii-—S -15'-4" b IX-3" 12'-6- b 1 T-1—I-b 1 V-4 b 10'-IW b b .U.B. 187-1—1.b —-f6—. -T5-7— Ir-7* b 5- b _4r b 1�q�b 14'-0' iy-5- 2"x 6'x 0.05V S.M 12'-11*b jz-5- bI IV-11'b 2"x 2"x 0-b -1 4-;--r--b I T-9" b 1 T-3" b .B. 2(Y-11- 1 WZ- b 18--2- -17--l- b 19-3- h JW-6- 14--1 0.0w- Snap 7!-10" 7-4- b -6711-- b 6--8- -V:F-b 6-2" b 5*-11* b 51-�r r x 3"x O.W Snap b -8'-1 1*-b 8*-2" b_ r-1(r b -7" b 7-4" b r x 4"x 0.045- Snap-1 W-T b I f3k--j I(Y_7 r 4b _._11.b Notes: 1(y 9 r b W-3" b 8�-1 1"]b I. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection tD the above spans for tDtal beam spans. 2. Spans may be Interpolated. Lawrence E. Benneft, P.E. FL# 16644 CWX ENGIAMMI?-DEWELOP114151VT CONSULTANT P.O.BOX 214368.SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX. (386)767-MM 0 COPYRIGHT 20" PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH THE WRITTEN PFRMW"OF LAWRENCE F OUT GENNE_TT,P.E. 3A-25 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans for 0.024"PRO-FAB Composite Panels w/EZ-LOCK for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary Products:Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.#1 Density 3"x 48"x 0.024"Roof Panel w/-EZ-LOCK Open Structures ScreenRooms --G-I-a-ss& -M-od-ularR66Ws---d�-orhang/ Wind Mo -Sloped Roof &-Attached Covers---- Enclosed Cantilever Region 1&2 ---j- ' --4- 1&2 3 4 l&2 3 4 All 0 S ure S4 Ct4k -Sl:�d Rosof & 18'2 span span span span span span span span span Roofs TOO M-PH 2-1=e 2T-10" 3- 2Z-0" 1-1-1" 15'-1" IT-9" 16'--3-" 4'-0' 110 MPH 21'-4* z3,-lo- 23'-0* 20'-11" 20'-2" -1'37--9- 15'-4- 14'-10- 1 4'-0- .9 T20—MPH -T(Y-4- 22!-9" "1, IV-5" 18'-loli- 12'-6" 13'-1 1- 13'-6#' [----4-i--O- I_10. 123 19'-6' 21'-10" 181-11" 18�-3. 1 V-8" 13'-8. 130 M 18 '-2- IT-9" 4'-0" 2; 1 41"-:3 3'-9- T 3* 1 114 0 M RPH ;12'-4 1 IV In 12711" 0,_8_ IT-9" t13'-3" 12'-4" 8" 10'-4" T-11" 4"x 48"x Dof Panel w/EZ-LOCK Open Structures Screen Rooms Glass&Modular Rooms Overhang Wind Mono-Sloped Roof &Attached Covers -- .Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 All span -span span span span span span span span Roofs io6-,—mpH ---6— - -- - 2T-5" 26'-2" 25!-3" 22-3" 24�-1 1" 24'-l" 17'-5" 191-61, 18,-10.- 4'-0- IIOMP ZY--5- 26'-2- -2-57--3-- 20'-6" 22'-1 1"' 22'-2" -T5-7--J-" 18'-0" 17,-5- 4'-0" 120 MPH 22-3" 24'-11" 24'-l" 19'-l" 21'-4" 20'-7" 13'-9" 15--4-1 14'-10" 123 MPH 211-5. 1 4'-0" -23'-11" 23-2" 1 la�W 20-1-9-"—]-5i—y-w 14'-6-1 4*-0" 130 MPH 19'-9" 22'-1" 21'.4" - - # " — 1W-6- 18'-10" 4 42" 13'-8* 4'-0" V-7" IVA" 14'-7" 111-3" 13'-3" 12'-9" 4.0" V-7 I(y 5. _O., -11 J.- 15'-1" 14'-7" I(Y-5" E12-4" 7-4 5"x 48"x 0.024"Roof Panel w/f-;Z-LOCK Open Struc ure Screen Rooms --Glass odular Rooms Oveih—ang &M Wind Mo loped RZf &Attached Covers Enclosed Cantilever Region -1&2 3 4 1&2 3 4 - 1&2 3 4 All span span span span p span span span span span Roofs 100 MPH 26'-5" 291-6" 28'-6" 25'-Z' 28�-I- 27'-2- 19'-8" 21'-11" 21'-3" 4'..0" ,110 MPH 261-5" .29'-6- 2 23'-2- 26-10" 24�-I 1" 18'-2* , 20'-4" 191-8. 4'-0" 120 25'-2" 28'-1" 27'-2" J21'-6 24'-l" 23'-3" 15'-6" 18'-8" -1-87-0-- 4!-0" 123 24-2" �27'-O" 1 26!-1* 20'-11 23'-S" 22*-7" 151-1,, 18*-l' —17-6- 4'-0" 130 MPH 22-4' 24'-11* 2,4!-l" 17-8" 21'-1 1' 21'-3" 14'-4" 15!-Il" 15'-5" 4'-0" 11 - [140 MPH, 1&-3" 171-0- 16--5- 15'-3- 17'-0- 16'-5- 13'-4- 14!-11" 14'-5" 4'-0" 11 4t 1150 MPH 1 15' IT WD' 16'-5- 15'-3" 17'-0" 161-5" 12'-5" 6"x 48" 0.024"Roof Panel vil EZ-LOCK Open Structures Screen ji-o—oms Glass&Modular RoomsTCOverhang-/ Wind Mo -Sloped Roof &Attached Covers Enclosed Cantilever Region 1&2 3 4 3 4 1&2 3 4 All span span span span span span span span span Roofs 106 MPH 29--1 32-6" 31'-5" 27'-8' 13 IIOMPH 29'-l. I I" 29'-1 1" 21'-8" 24-3" 2_T-5" 4'-0" 3Z-6" 3V-5" 26-6* 28'-6" 27-6" 20'-l-" 22*-5 2 1-8" 4--o- 120 MPff-2-?r-g-I 07-71"'-29171- 23'-9- 26':S-- '-W- 18'-5- --20--7- 4' 123 MPH -!6-W -19;--V- 28'-9- -F37-1- 2V-9" j24�-1 1" 17'-10" 19'-3" 4'-G" 2-71-6 -Tri--6 -5-i--q 130 MPH 24'-7- 4-3* 23-5" 151-9" 18,-g* 18'-2'----V--07- f4O—MPH -T6;--r- 181-9- 18=' ] IV-9- 18!-g- 1 , . I ISO MPH 2 18#2' 14'!'-9- 4'-0- IV-9" 787--2 3 5 -1'4-;--10-_ 4'-0- -- 77-7--f-77- Note: Total root panel width-room width+ width+overhang TM Lawrence E. Benneft, P.E. FL# 166" Building ProdUCtS L.P. CIVIL ENGINEER-DEVELOPMENT CONSULTANT 7815 American WaY, Groveland, FL 34736 P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TEL: (352) 787-7766 xZ02 FAX: (352) 429-2011 TELEPHONE: (386)797-4774 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com FAX: (386)767-65W COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT�P.E. r!7-45 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029231 Date 11/02/04 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . REMOVE EXISTING SIGN Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ T F P ENTERPRISES CLADDAGH CONSTRUCTORS, INC. 375 ATLANTIC BOULEVARD 3997 AMERICA AVE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-1012 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANnC BEACH ORDINANCES AND THE FLORIDA BUILDING POPES- 41 y BURDING OFMCUL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: Job Address: Owner of Property: 0 Address: 2,�-5 hone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: CLqa 3 6 7 Contractor's Address: 37i? A r-L Telephone: 2.5kl-/c IZ- &4 8,13- 17 ZJ- Fax: 'ZV z —I 34�-(z Describe proposed use and work to be done: Present use of land or building(s): Is approval of Homeowner's Association or other private entity required?A,�o_If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? �NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. FINO. Applicant certifies that no trees will be removed for this project. y YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all info provid his3ppLil�* * �ect. Signature of Owner: Date: A z/1 P ica I hereby certify that I have read and examined this a y tion and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page I Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Revised 1/14/03 Signature of Contractor. Date: 1111kov Address and contact information of person to receive all correspondence regarding this application (please print). Name: "WATT ff_tVA,'0-L- MailingAddress: AtiF Telephone: ..jF13-1*72_�' c_e.4 Fax: 2-0 Z- -13 04 E-Mail: 2_�L/—/0/2- 1105clIza AS TO OWNER: Sworn to and subscribed before me this day of 200 State of Florida,County of Duval 00 Mor lynn Day Notary's Signature: Ozme�_) oe YC '0, mission DD235M M 9��Personally known op tv Expires July 29,2007 Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of State of Florida,County of Duval Notary's Signature:A&�Zlu�v i�117 �tp W21p,_ MOnica Lynn Day FrPersonally known tVMY Commission DD236M Produced identification Expires July 29,20o7 Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 2 Telephone: (904)247-5800 -Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Revised 1/14/03 ATLANTIC BEACH BUILDING DEPT. DEMOLITION - PROPERTY OWNER RELEASE FORM Date: To Whom It May Concern: I /We the current property owners of: Lot Block Legal Description of Property AKA have contracted with to have (Address of Property) ,4!e2�-d to remove the (Company Name) (Single Family, Duplex,Commercial,etc.) Prior to the construction of As a condition of issuing the permit we agree to the following: 1. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control devices will be put in place and will remain in place until grass has covered affected area or new structure is completed and landscaping is in place. Signatu, Signature THIS SPACE FOR RECORDER'S USE ONLY 0 ER WN ;&z�- Monica Lynn Day Signed: Date: A,"'1,,�e MY comftssion CO2355W Before e this dayorof eVT in the County of Duval,State z Of Florida,has personally appeared wW Expires July 29,20o7 Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: or Produced Identification: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027997 Date 3/30/04 Property Address . . . . . . 375 AQUATIC DR Tenant nbr, name . . . . . . TAMKO 3161 Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3500 Owner Contractor ------------ -------- ---- ----------- ------------- CAMPBELL, J.L. ROMANO ROOFING SERVICES 375 AQUATIC DRIVE P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3357 (904) 246-5649 --------------------- ------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc Permit Fee . . . . 75 . 00 Plan Check Fee Issue Date . . . . . 00 Valuation . . . . 3500 Fee summary Charged Paid Credited Due ------ ----------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBIECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t 140�. ( " 1�kk BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. F� 10alln Higgi BUILDING / ZONING DEPARTMENT 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 09 - -IdC-) q q Property Address: F\0013T i�2 Applicant: Project: This permit application has been: Ild Approved EJ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed BY: Date: R501OL-1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date Address A Permit fee based on dollar evaluation as indicated on permit application. Heated Square Footage $ persqft= $ Garage/Shed $ per sq ft $ Carport/Porch $ per sq ft $ Deck $ per sq ft $ Patio $ per sq ft $ TOTAL VALUATION: $ $ 1500 , $35.00 ist $1000.00 $ $35.00 Total Valuation $ $ Remaining Value Per thousand or portion thereof. M CONSTRUCTION TYPE: TOTAL BUILDING FEE $ t>QS ZONING: +%Filing Fee $ FLOOD ZONE: ( ) Fireplaces * $35.00 $ IMPERVIOUS SURFACE: BUILDING PERmrr FEE $ WATER UVIPACT FEE $ SEWER IWACT FEE $ WATER MIETER/TAP $ CAPITAL UYIPROVEMIENT $ SEWER TAP $ C ( )RADON HRS.0050 $ SECTION H PAVING $ CROSS CONNECTION $ ST ( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE $ MAk ANTIC BEACH CITY OF ATL ROOFING PERMIT APPLICATION Date: Job Address: k Vq L Owner of Property: Zz f2�eZ Address: -75 77gK:EZ—Telephone: -16 -3 Contractor: lo 0 V StateLicense Number: 11C Contractor's Address: 0-. 6f 8) Telephone: Fax: Scope of Work: Deck Slope: L-2- Greater than 2:12 Less thari 2:12 Valuation of work: o c.;, Product Name(Example:Timberline): leo Manufacturer(Example: GAF): 0 ASTM Designation(s): Required Inspectio, S thing inal S Signature of Owner- —Date: Date: Signature of Contractor: AS TO OWNER- 20 Sworn to and subscribed before me Fthis dayof St.ate of Florida,County of Duval Notary's Signatur ;e�:, GLORIAJ.CASi'Eiti,iNE-McLAUGHLI'[,'' Personally known My COMMISSION#CC976739 Produced identification EXPIRES:L)ecernber 8,2004 e of identification produced Typ AS TO CONTRACTOR-- Sworn to and subscribed before me this Z!�2 day of-IZ2;9�;� 20—0-7t/ State of Florida,County of Duval Notary's Sipatur El Personally known [ON CC 976739 n Produced identification EXPIRES:1) P Type of identification produced - 1 , � (-x I'D or% -Z 2. in in §—Tw, "q .. ..-Z!IZ!!:-.j 4.4. Permit number Tax Folio number Cn (d NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL X THE UNDERSIDED hereby gives notice that improvement will be made to certain real property, 0 and in accordance with Chapter 713, Florida Sta es,the following info tion is provided 0 ima in 04 this Notice of Commencement. 1. Description of property: -375 2. General description of improvements: 3. Owner information: a. Name and Address: Vq�/e b. Interest in property: c. Name and address of fee simple titleholder(other than owner): 4. Cont[3100r's name an,"ddress. f o /�^ 'J7 �6,al 5 ovv/�rj- �> Ad )V- a, Phonenumber: `Z (A —,!F4 �Z9 b. Fax number: -2� -7 L/0 5. Surety information: a. Name and address: b. Phone number c, Fax Dumber: d, Amount of bond: 6. LeDder's name and address: a. Phone number: b. Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(l)(a), Florida Statues. Name and Address: a. Phone number: b, Fax number: 8. In addition to himself/herself, owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12(l)(b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unle a di ent date4s specified 7z2 -- . I— - X/F Ma.r 24 05 01 : 06p Derrick 904-565-8496 Derftk Dorsey CUSTOA President MUSURROUNDINGS SCREEN ROOMS.SUN ROOMS C"po*ftfy C�-fwn Wor*`*`- Cuswrn Sum)unmvs.Inc. 0101fty&S"k&YOU DftgrVe! 3165 St.Johns SpUff Rd.S.Stlite 7 Jacks-rolle,Florida U246 offiM (904)S65-8512 Nextol (904)226-3829 H" (OD4)221-0972 xf f ore 5-4 A 1)i)R C G1 I Y ol- ATLAN-CiG BEAt �Iqm