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Permit 1739 Live Oak Ln (vault) CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD -� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dentncoab.us Application Number . . . 07-00001584 Date 11/19/07 Property Address . . . . . . 1739 LIVE OAK LN Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------- ---------------------------------------- -------- ------- - - - Application desc 1 fixture ----------------- ---------- --- ---------------- --- -------------- ------ ------- Owner Contractor - -- ---- - -- ------ - - --- ---- --- - -------- ------- ---- PARKER, DAVID F. DAVID GRAY PLUMBING INC. 1739 LIVE OAK LANE 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (9 04) 744-7255 --- ---- --- -------------- - ----------------------- ------- ---- - -- ---- ----- -- --- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Expiration Date . . 5/17/08 -- -- ----------------------------- ---------------------------------- ------ --- Fee summary Charged Paid Credited Due -- --------------- ---------- ---------- ---------- ------ - --- Permit Fee Total 42 . 00 42 . 00 . 00 ---- . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 42 . 00 42 . 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. P� Nov 19 07 11:03a DAVID GRAY PLUMBING 904 723 5668 --- CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: ? Property Address• �39zL= Owner: . Telephone#: Q 7J?/ Contractor: DavidGray Plumbing. Inc. Telephone#: 8850torporwe Square Court Contractor Address: Jacksorli#le,Florida 32215 Fax#: ;W-5,w Pf Contractor Siemature: -�-�` > 033385 in consider 4on.of permit gven for doing the work as described m.the above statement,viv hereby 00perform said work in } accordance with the amcbed plans-mad specifica-ictus which are a part hereof and iu aecordanx'With the CirY of.44entic Beach ordinance and standards oi.good practice listed tnersim lns:allation of plumbing and fixtures must be in accordancc with the most recemr edition of:Ire Southern Standard Plumbing Code. Plumbing Type: If other const vction is being done on thia building or site, 0 New list the building permit.number. O✓ -Pig Dumber of Fixtures: Bath Tubs Showers Closets Saovwer Pans Dishwashers Sinks Disposals Urinals Flooz Drains Washing Machine Lavatory Q1i ate: Sewer "_jWater Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: ! X$7.00 + $35.00= 800 Seminole Road•Atlantic Beach,Florida 322335445 Phone: (904) 247.58DQ• Fax: (904)247-5845. http:ilwww r-Latiantic-boach.fl.us Revised I104 r� CITY OF ATLANTIC B+ .A.0 4 PLUMBING PERMIT APPLICATION Date: -ahtV ? Property Address: ��39 Owner: �'`z� Telephone#: Contractor: Davida. f'11�tnbiTigv Inc. Telephone#. ! `{225".-5- 8850 Corporate Square Court Couctor Address: Jacksonville.Rorida 32216 Fax#: �1-��510ba tra Contractor Signature: CFC 022586 Inconsideration of permit given for doing the work as described in the above statement,we hereby a perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. 'Plumbing Type: If other construction is being done on this building or site, o New list the building permit-number: o� R -Pip Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer _ Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: I X$7.00 + $35.00 = 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247.5800 • Fax: (904) 247-5845• http://Www.ei.atiantic-beach.fl.us Revised 1/04 jj 14" CITY OF ATLANTIC BEACH 800 SEAHNOLE ROAD j . ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-degt@,,coab.us Application Number . . . . . 07-00000269 Date 3/27/07 Property Address . . . . . . 1739 LIVE OAK LN Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7440 ---------------------------------------------------------------------------- Application desc replace existing enclosure ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PARKER, DAVID F. TROPICAL ENCLOSURES INC. 1739 LIVE OAK LANE 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2298 ---------------------------------------------------------------------------- Permit . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 70 . 00 Plan Check Fee 35. 00 Issue Date . . . . Valuation . . . . 7440 Expiration Date . . 9/23/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 .00 . 00 . 00 Plan Check Total 35. 00 35 . 00 . 00 . 00 Grand Total 105. 00 105 . 00 . 00 . 00 4'4® PERMIT 4S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S BUILDING PERMIT APPLICATION ,J S� CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 ` � r Job Address. !/ J �,Gt✓t �� Permit Number: Legal Description Lu/ 1 XN;�t, + &, Z)Cze 16 O� Valuation of Work(Replacement Cost) S ! ■ Class of Work(Circle one): Newti Alteration Repair ■ Use of existing/proposed structure(s) Circle one): Commercialial -� ■ If an existing structure, is a fire sprier system installed?(Circle one): Yes No ■ Is approval of homeowner's association or other private entity required? (Circle one)*CIT FST CH Describe in detail the type of work to be performed: MAR 13 07 Property Owner Informatio By. Name: /c Address: X23 City Stat Zipj� -Phone / Contractor Information: Name of Company: L065:— Qualifyin Age t: � Address: City State Zip Office Phone OZ50 Job Site/Contact Number �?Wz 20� State Certification/Registration# 6� Office Fax# Architect Name&Phone# Engineer's Name &Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be peto meet the standards of all laws regulating construction,inthis jurisdiction. his permit becomes null and void iwork is not commenced within six(6� months, or tf construction or work is suspended or abandoned for a period of six ((6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of 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 other federal, state, or local laaw regulating construction or the performance of construction. Signature of Property Owner' Signature of Contractor Swo to and subscrib&efore me Sworr�o�to and subscribedbefore me this Day of !�� thisGE.� Day of Notary Public• Notary Public: REVISED 03.05.07 kNv NT- U .� � s,, r �!'l3�1C C t•vrue: ��Y� y: �' • �' AA) r gi S K# 1, ss V ` /''� � s r u A �s ss,�l f t$ • l ,, ,. :^";,.,rx �.,. ,. x^� . r, � �� r. °... ,F`.wda t.•� „9�„ ,,F.,."cp_ � k, � �. F�'8wu i a. �?,t .'.�,`,,aad`Rc NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: J a-r 14 810C1t )D -IWt\oA I-AAP.)N+4 11orr IL(a Address of property being improved: )"73 9 L\NL @AV- LAQC ATLq r rt--1 gC-Ac" FL, General description of improvements:- Owner mprovements:Owner ROAD 3' 1'vAti a ly NK) P41A4ea- Address 1-78A L V\I% OO E LX4111JE AT4q A:'►1r- 8&<l,4 ,iy-•3aZ�f 3 Owner's interest in site of the improvement LL- Fee LFee Simple Titleholder(if other than owner) Lill Name Al Address 1,41-A Contractor ,N TZZX-/Cq L EW-kC&f �i.1G.. Address o77- rl''tJ PojW RD t #C. MfaV W, fL • a222P Phone No. Z41-7243 Fax No. 7 4,Lw Surety(if any)TWa 1114tNtm156 a1 Li16w-r Address444'/ S00TV-61Qre 8-\1,Q -SL91 rIk iCf Amount of bond$R5bOth! Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name I4 Address AJ Phone No. N -4 Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name 11 41-4 Address 14 '4 Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owners option). Name MAP W- NEK?,Som& Address Zn"17L nagynffotr 4Q W•An7RG 961A FrL 37-31 Phone No. 21;J- -22AV Fax No. t4--) 4W4/ Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDOVS USE ONLY OWNER c- Signed: j Data: ` "°7 Before me this 1W, day of__ .;6 1Q7 in the M7�= loridkr has personal) a a edFloyr� Doc#2007078812,OR BK 13853 Page 395, #fit'•••'� *WY CO111tl5SIM I[ 1610 NumberPages:1 t1 v&n Filed&Recorded 03/07/2007 at 03:10 PM, Notary .blit at Large,State& kleda,Gou�y tlr Duval IM JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY My commission expires: RECORDING$10.00 Personally Known or - - -- ---._ -—^---.- Produced Identification &- gwAwaua 7R% 2072 Mayport Rd. Atlantic Bch., FL 32233 3D VIEW Cage Master 2000 CopyRight 1991-1999 Wilson Software Corp.Englewood,Florida 02-2s-2007 Customer : PARKER e F / 4!I,/- G� 7 1X2 � i U` l l� 19 d 1 r I t s 1 �a �y 1„73*° "�� Uzi r S�° s �"i u�� t�+ c �'• �� "� , ( R � � x . �� ,�� ,�'�+,:•�'+ + 3s�pM�'C� r %�m 3.: i e .r „U �S ��' ra� }�r*� qi� 4y S�`+! ra 3 °� 'IrY� y, ti R I ` 3ya 4 x 3� �'r7,AA x 2 I , tz! t X45 a t x # � z Ar a n✓C t a 315 g S i7� nr7 a 1 :R+ If r + ,J r � . ,• �'S a�� ' "��i �^� �s��; ��1-�q , R � p 4i q�syrjr ,Al � x';4 9 r pp Y,�g - F 1✓ 9 1 SE .XY7� r� 1 f( i TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEA ATTACH PURLIN ATTACH EXTERNALLY WITH(4) #10 x 3/4'SCREWS THRERNALLY UM l4 SLOPED OR FLAT #10 x 314'SCR4RAIL ATTACH INTERNALLY WITH(2) 2 x 2 x 0.125 ANGLE ATTACH INTERNALLY 1 x 2 2 0.050 G #10 x T SCREWS INTO FROM POST OR _ NOTCH PURLIN FOR INTERNAL GROOVES. p POST AND 2X2. THRU 2 x 2INTO p SCREW GROOVES ... l ATTACH INTO 2x2 CHAIRPOST PURLIN 2x2AT24'O.C. POST i TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WA SELF MATING BEAM 2 x 2 x 0.125 ANGLE CLIP 2 JH 2 x 0.125 ANGLE CUP SLOPED OR FIAT EACH SIDE OF TRIBUTARY BEAMCH SIDE OF GIRDER i WITH#12 SCREWS INTO BOTHTH#12 SCREWS INTO MEMBERS. RDER. NOTCH BEAM :' 0 O ATTACH TO STUD FRA ATTACH FOR POST p p WITH t14 DIAMETER INTERNALLY LAG SCREWS(PREDF FROM BEAM.. O O O O O ATTACH TO MASONRY p p p CONCRETE WITH 11C ATTACH INTO O.. O O E BDMETAPCONS WITH MIN. 2x2AT24'OC. OPTIONAL 2 x 2 x 0.125 SEAT ANGLE.ODISTRIBUTE MINIMUM NUMBER OF GIRDER SHALL SEE TABLE FOR O 0.O T STRUCTURE MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND BE ONE SIZEOF SCREWS. O BEAM SIDES-.BEAM MAY BE TRIMMED BEAM DEEPERTHANGIR FLUSH WITH 2 x 2INSTEAD OF TRIBUTARY TRIMMINGTOFITAROUND 2x2. BEAM POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE, #8 #10 #12 . TYPICAL WIND BRACE DETAIL AT ROOF FRAMING 2 x 3 2 x 3 6 4 4 1 g : SELF-MATH BEAM 1 2x4 2x3 8 6 4 2x6 2x3 10 8 6, O l 2 x 6 2 x 4 10 8 6 m 2 x i WIND BRACE 2x7 2x4 14 12 10 ' 2 x 8 2 x 5 16 14 12 z x 2 coNrwuous 2 x 9. 2 x 6 18 16 14 WALL TOP ATTACH NTH A 2x 10 2 x 8 22 20 18 SKEWED0,125THICK ATTACH WITH A ANGLE CLP WITH ` NTO MINIMUM SPACING AND EDGE DISTANCES SKEWED ANGLE CLIP EA� MEMBERMB OTH OR WITH(2)#10 SIDES-OR WITH(2)1110 SCREWS THROUGH SCREWS THROUGH #6 #10 #12 BRACE AND INTO 2 x 2 WALLTOP. BRACE AND INTO MINIMUM SPACING 5/8x 314n 1 POST ROOF BEAM' MIN.EDGE DISTANCE 5116" 318 1/2" BEYOND TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS . PILE TYPE CONTINUOUS SLAB ON GRADE SLAB ON GRADE Wl FOOTING POST 2x2x0.125 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE OF POST WITH(2)#10 x 314' 6x6-W1.4xW1.4 WWF SCREWS INTO POST AND(1) 1l4'TAPCON INTO CONCRETE WITH 2'MINIMUM EMBEDMENT. 1X2 BASE SCREEN CHANNEL "—�--- -- 1 CONTINUOUS WITH 114' loE TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES 5 AND WITHIN 6'OF POST FOR EACH 2'INCREASE IN O O POST DEPTH. 10 (1)#S CONTINUOUS B' e 2'MIN. O O EDGE NOTES: OFFSET A.CONCRETE SHALLBE 25M PSI MINIMUM.CONCRETE COVER FOR REBARSHALL BE 3'.. 2 REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WIREFABRIC SHALL BE A185. 3.FISERMESH MAY USED IN LIEU OF THE WELDED WIRE FABRIC. 11.6' 4.SLAB ON GRADE WITHOUT FOOTING MAY BE USED FOR ROOF AREAS LESS THAN 350 SO.FT. OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SQ.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFI( NOTES: S.MINIMUM SLAB THICKNESS SHALL BE 3-1 Up ACTUAL THICKNESS. 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC•PLATED, 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIRED)RECOMMENDED FROM 7.PILE TYPE FOOTING SHALL HAVE 318'DIAMETER THREADED RODS 1'-0'LONG THROUGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSION. 8.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. TYPICAL'BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW ROOF PLAN BEAM VIEW 03 2x2BRACE (TYPICAL) � �� ; END WALL :CMIR ELEVATION END WALL END WALL CSRAK y ELEVATION END WALL ELEVATION OST 2 x 2 BRACE ELEVATION (TYPICAL) FOUNDATION END WALL (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA, TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS EAVE RAIL EWE RAIL O O O O 00" 5 x 4 x 0.125 PLATE -'-- ------ HATH(6)#10 SCREWS O 45 DEGREE TRIANGULAR 0.125 PLATE Q�� INTO POST AND(4) 0 WITH(8)#10 SCREWS AS SHOWN 00 #10 SCREWS INTO 0 0 BRACE 0 O O \0 2 z 2 z 0.044 BRACE 3132'DIAMETER STAINLESS STEEL CABLE O�\ 00 O 5 x 12 x 0.125 PLATE O POST WITH(8)#10 SCREWS INTO POST AND(4)#10 \\0 00 POST SCREWS INTO BRACE �� WITH 2)1 4'DIAMETERTAPCONS CHAIR RAIL O O 00 rh 4 x 4 x 0.125 PLATE WITH(6)#10 SCREWS �' O INTO POST AND(4)#10 SCREWS INTO 0 POST BRACE AND(2)#10 SCREWS INTO BASE 0 0 0, O O 0000 2 x 2 x 0.044 BRACE Ll O O O 0 (2)114'TAPCONS AT BASE OF FRAME POST 00 BASE RAIL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE BRACES ARE NOT SELF-MATING BEAM REQUIRED FOR TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" SLOPED OR FLAT THE TABULATED SPANS. 2 x 2 x 0.125 ANGLE 0 O O O O O O O SECTION VIEW 77- O O O /O O / PURLIN BEYOND (4)#10 x 2'SCREWS INTO INTERNALO O GROOVES OF POST PURLIN 112 OF SELF-MATING BEAM RECEIVING CHANNEL MAY BE SUBSTITUTED PURLIN 2 x 2 x 0.125 ANGLE FOR THE H-CHANNEL TRIM OUTSTANDING I KNEE BRACE LEG TO FIT BEAMO I SEE TABLE FOR 112 OF SELF-MATING BEAM WIDTH 10 O SIZE AND 10 CONNECTORS 1 KNEE BRACE LENGTH PLAN VIEW MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH EXTRUSION CONNECTION 0'TO 2'40' 2 x 2 x 0.044 2'H-CHANNEL WITH 3#10 EACH SIDE 1/2 OF SELF-MATING BEAM TOY.0' 2 x 3 x 0.050 2'H-CHANNEL WITH 3#10 EACH SIDE TO 4'4'6' 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH WITH(4)#10 EACH SIDE PURLIN NOTE:ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES ARE ON BOTH ENDS OF THE SPAN.FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF 112 THE NOTE:STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEAM/GIRDER. KNEE BRACE LENGTH IS ALLOWED. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" EXPOSURE CATEGORY B C B C B C B C B C SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 16'-5" 13'-7" 14'-8' 12'-2" 13'-5" 11'-1" 12'-5" 10'-3" 11'-7" 9'.7- 2 x 5 x 0.050 x 0.100 '-7"2x5x0.050x0.100 19'-4" 16'-0" 17'-3" 14'-4" 15'-9" 13'-1" 1 14'-7" 12'-1" 13'-8" 11-4- 2 x 6 x 0.050 x 0.120 1'-4"2x6x0.050x0.120 23'-2" 19'-2' 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" 2 x 7 x 0.055 x 0.120 26'-2" 21'-8" 23'-4" 19'-4" 21'-4" 17'-8" 19'-9" 16'-4" 18'-6" 15'-4" 2 x 8 x 0.072 x 0.224 36'-9" 30'-5" 32'-10 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21'-6" 2 x 9 x 0,072 x 0.224 39'-9" 32'-11" 35'-7" 29'-6" 32'-5" 26'-11" 30'-0" 24'-11" 28'-1" 23'-3" 2 x 9 x 0.082 x 0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26'-5" 2 x 10 x 0.092 x 0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-11" 37'-1" 30'-9" SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.04419'-5" 8'-4" 8'-9" T-9" 8'-3" T-3" T-10" 6'-9" 7'-6" 6'-3" 2x3x0.045x0.045 13'-0" 11'-6" 12'-1" 10'-4" 11'-4" 9-5" 10'-7" 8'-9" 9'-10" 8'-2" ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. SELF-MATING BEAMS 2 x 4 x 0,044 x 0.100 13'-7" 11'-7" 12'-2" 10'-4" 11'-1" 9-6" 10'-3" 8'-9" 9'-7" 8'-2" 2 x 5 x 0.050 x 0.100 16'-0" 13'-8" 14'-4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9'-8" 2 x 6 x 0.050 x 0.120 19'-2" 16'-4' 17'-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7" 2 x 7 x 0.055 x 0.120 21'-8" 18'-6" 19'-4" 16'-6" 17'-8" 15'-1" 16'-4" 1 13'-11" 15'-4" 13'-1" 2x8x0,072x0.224 30'-5" 26'-0" 27'-3" 23'-3" 24'-10" 21'-2" 23-0" 19'-7" 21'-6" 18'-4" 2 x 9 x 0.072 x 0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-11" 22-11" 24'-11" 21'-3" 23'-3" 19'-10" 2 x 9 x 0,082 x 0.310 37'-5" 31'-10" 33'-5' 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 22'-6' 2 x 10 x 0.092 x 0.369 43'-6 37'-1" 38'-11" 33'-2" 35'-6" 30'-3' 32'-11" 28'-0" 30'-9" 26'-3" SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 8'-4" T-6" 7'-9" 6'-9" 7'-3" 6'-2" 6'-9" 5'-9" 6'-3" 5'-4" 2 x 3 x 0.045 x 0.045 11'-6" 9'-10" 10'-4' 8'-10" T 5" 8'-1" 8'-9" T-5" 8'-2" 7'-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY SHALL BE 6063-T5.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 WHES. h. L.� ALTERNATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE STRAP 3'WIDE STRAP PER 114'DIAMETER x 3'LAG HOST STRUCTURE LOCATION SCHEMATIC PLAN SCREWS AT 12'O.C.AND 2 x 2 x 0.125 ANGLE (3)AT EACH STRAP WITH(4)#10 SCREWS (PRE-DRILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT O I x 2 ALONG SUPER GUTTER O BEAM SPACING EQUAL EQUAL WITH(2)#10 SCREWS AT SUPER STRAP SPACING SHALL EACH END ATTACHED O GUTTER BE 112 THE BEAM SPACING INTERNALLY FROM O BEAM. O RECEIVING CHANNEL WITH(6) PRESSURE TREATED #10 SCREWS INTERNAL AND(6) BLOCKING AT EACH #10 SCREWS EXTERNAL. STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS. ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL SELF-MATING BEAM POST 2x2x0.125 ANGLE EACH SIDE SLOPED OR FLAT OF POST WITH(2)#10 x 314' SCREWS INTO POST AND(1) 1/4'TAPCON INTO CONCRETE WITH 7 MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL ATTACH NOTCH BEAM CONTINUOUS WITH 114' INTERNALLY FOR POST ANDTAPWITHONS N 24'O.C. INSTALL ADDITIONAL ANGLES FROM BEAM, O AND WITHIN 6'OF POST O O FOR EACH 7 INCREASE IN POST DEPTH. O 00 O BRICK STEM WALL W/fYPE S OR N ATTACH INTO MORTAR. 1'WIDE IS GAUGE STRAP 2 x 2 AT 24'O.C. O REQUIRED AT EACH POST.ATTACH O O O OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. TO POST WITH(2)#10 SCREWS AND SEE TABLE FOR O O O DISTRIBUTE MINIMUM NUMBER OF TO FOOTING WITH 114'TAPCON WITH MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND 7 MINIMUM EMBEDMENT. OF SCREWS. O BEAM SIDES.BEAM MAY BE TRIMMED STRIP FOOTING OR FLUSH WITH 2 x 2INSTEAD OF SLAB WO TING R EDGE TRIMMING TO FIT AROUND 2 x 2 PER TYPICAL DETAILS POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE #8 #10 #12 20 2x3 6 4 4 • 2 x 4 2 x 3 8 6 4 NOTES: 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 2 x 6 2 X 3 10 8 6 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REOUIREDIRECOMMENDED FROM TYPICAL RISEF 3 OTHER MATERIALS TO PREVENT CORROSION. 2 x 6 2 x 4 10 8 6 m 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT. 20 2 x 4 14 12 10 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. 2 x 8 2 x 5 16 14 12 t TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 2X24.125ANGLE EACH SIDE 2 x 9 2 x 6 18 16 14 POST OF POST WITH(2)#10 x 3/4" 2 x 10 2 x 8 22 ZO 18 SCREWS INTO POST AND(1) 1/4'TAPCON INTO CONCRETE MINIMUM SPACING AND EDGE DISTANCES 1x2BASE SCREEN CHANNEL WITH 2'MINIMUM EMBEDMENT. CONTINUOUS WITH 1/4' #8 #10 #12 TAPCONS AT 24'D.C. INSTALL ADDITIONAL ANGLES " $a AND WITHIN 6'OF POST MINIMUM SPACING 5/8" 3/4" 1 00 2'INCREASE W FOR R EACH EACH H. MIN.EDGE DISTANCE 5/16" 3!8" 112" BLOCK STEM WALL WI(1)#5 CONT,HORIZ AT TOP OF WALL RECEIVING CRAM AND#5 AT WALL ENDS/CORNERS THRU-BOLTED TC • AND W-T O.C.REINFORCED CELLS AND BEAM CONN AND BOND BEAM SHALL BE GROUTED SOLID. STRIP FOOTING OR 2x2 POST(3 SLAB W/THICKENED EDGE AT EACH$T PER TYPICAL DETAILS ALONG SUP FOR ALL OT SIZE AS A P SPAN AND/( 1/4'DIAMETI • 4'INTO HOS' EACH POST. NOTES: ATTACH WTTt 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 12'ON CENTE 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM OTHER MATERIALS TO PREVENT CORROSION. RECEIV 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT WITH#' INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. VON C 4. MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0', AND SL ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS-<=150 M.P.H. TRIBUTARY LOAD WIDTH 10'-0" 14'-0" 18'-0" 22-0" 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-0" 50'-0" SINGLE SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 10'-10" 9'-2" 8'-1" 7'-4" 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1" 4'-10" 2 x 5 x 0.060 x 0.100 12'-9" 10'-10" 9'-6" 8'-7" 7'-11" 7'-4" 6-11" 6'-6" 6'-3" 5'-11" 5'-8" 2 x 6 x 0.050 x 0.120 15'-4" 13'-0" 11'-5" 10'-4" 9'-6" 1 8'-10" 8'-4" 7'-10" 7'-6" 7'-2" 6-10" 2 x 7 x 0.055 x 0.120 17'-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" 7'-9- 2 x 8 x 0.072 x 0.224 '-9"2x8x0.072x0.224 23'-4" 20'-7" 18'-2" 16'-5" 15'-1" 14'-1" 13'-2" 12'-6" 11'-10" 11'-4" 10'-10' 2 x 9 x 0.072 x 0.224 25'-7" 22'-3" 19'-8" 17'-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 12'-3" 11'-9" 2 x 9 x 0.082 x 0.310 27'-10" 24'-11" 22'-3" 20'-2" 18'-6" 17'-3" ' 16'-2" 15'-4" 14'-7" 13'-11" 1 13'-4" 2 x 10 x 0.092 x 0.369 31'-11" 28'-6" 25'-11" 23'-5" 21'-7" 20'-1" 18'-10" 17'-10" 16'-11" 16'-2" 15'-6" DOUBLE-SELF-MATING BEAMS 2 x 7 x 0.056 x 0,120 22'-5" 20'-1" 18'-3" 16'-6" 15'-2" 14'-2" 13'-3" 12'-7" 11'-11" 11'-5" 10'-11' 2 x 8 x 0,072 x 0.224 29'-5" 26-4" 24'-2" 22'-8" 21'-5" 19'-11" 18' 8" 17'-8" 16'-10" 16`-1" 16-5- 2 x 9 x 0,072 x 0.224 5'-5"2x9x0,072x0.224 32-3" 28'-10" 26'-6" 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 17'-4" 16'-8" 2 x 9 x 0.082 x 0,310 35'-1" 31'-5" 28'-10" 27'-0" 25'-6" 24'-4" 22'-11" 21'-8" 20'-7" 19'-8" 18'-11' 2 x 10 x 0.092 x 0.369 40'-3" 36'-0" 33'-1" 30'-11" 29'-3" 27'-11" 26'-8" 25'-3" 24'-0" 22'-11" 22'-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063•T6 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI, ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER SHELL METAL THICKNESS 0.024" Q.Q37 12" WIDE PANELS EXPOSURE CATEGORY 8 C B C METAL THICKNESS 0.024" WIND SPEED M.P,H. EXPOSURE CATEGORY B C 100 15'-8" . 14'-9- 17'-3" 16'-3" WIND SPEED M.P.H. 110 15'-2" 13'-8m 16-9" 15'-1" 100 V.10" V-3" 120 14'-4" 12'-10" 15'-10" 14'-2" 110 9'-6 8'-7" 120 9'-0" 8'-1" 130 13'-8" 1 -3" 15'-1" 13'-6" 2' 140 13'-1" 11'-8" 14'-5" 12'-10" 130 8'-7" 7'-8" 150 12'-5" 11'-1" 13'-8" 12'-3" 140 8'-3" T-4" 150 7'-9" s'-11" ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS METAL THICKNESS 0,030" 100 19'-0" 17'-10" 20'-11" 19'-8" 100 10'-7" 9'-11" 110 18'-5" 16'-7" 20'-3" 18'-3" 110 10'-3" 9'-3" 120 17'-5" 16-7" IV-2" 17'-2" 120 V-8" 8'-8" 130 16'-7" 14'-10" 18'-3" 16'-4" 130 9'-3" 8'-3" 140 15'-11" 14'-2" 17'-6" 1 15'-7" 140 8'-10" 7'-11" 150 1 15'-1" 13'-6" 16-7" 1 14'-10" 150 8"-5" 7'-6" ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS METAL THICKNESS 0.050" 100 22'-1" 20'-9" 24'-3" 22'-10" 100 12'-6" 11'-9" 110 21'-4" 19'-3" 23'-6" 21'-2" 110 12'-1" 10'-11" 120 20'-2" 18'-1" 22'-3" 19'-11" 120 11'-5" 10'-3" 130 19-3" 17'-2" 21'-2" 18'-11" 130 10'-11" 9'-9" 140 18'-6" 16'-5" 1 20'-4" 18'-1" 140 10'-6" 9'-4" 150 17'-6" 1 15'-8" 1 19'-3" 17'-2" 150 9'-11" 1 8'-10" NOTE:ALUMINUM ALLOY 3105•H14 OR-H25 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI, NOTE:ALUMINUM ALLOY 3105-H28 WITH MINIMUM TENSILE BENDING INSULATION DENSITY=1 PCF. STRENGTH OF 26,000 PSI. 44 CITY OF ATLANTIC BEACH j r PLAN REVIEW SHEET Route r u Building Department Public Works&Public Utilities Departments Uoerr £1 fill 800 Seminole Road 1200 Sandpiper Lane Ca r Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233D.Ka uzni (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept.R PLAN REVIEW COMMENTS ECEIVED Permit Application MAR 1 4,2001 Property Address Applicant: _ ��__� �.t Project: ' , This permit application has been: Approved as noted b the Department. PP Y Final application approval must come from the Building Department. D Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting_them. Building Dept, Public Works and Utility information at top of page, failure to notify theorrect department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: r�Jra, s CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Route .Huf R, Building Department Public Works&Public Utilities Departments . oerr will 800 Seminole Road 1200 Sandpiper Lane Car er Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Ka uznia (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept. ego PLAN REVIEW COMMENTS p/ _ 4evjeth Permit Application # D r f�Q aJ Property Address am Applicant: /Mgt �i S Project: This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: 44Date: Date Contractor Notified: 2072 Ot999At/ t• Cft2age�. BY . ,,,,,_�.-.,.-•----_""""'. C�St�Mer `�'�"�°' • p�R � � �r 2 04 tx2 � r lay FI r% 01 .: - Installation Instructions lam/ for Using HCP Fastening Accessories BRINGS NATURE IN with Polygal Sheets Wise men look before they leap... This ancient adage is certainly very apt in the case of long life construction elements such as air vents;shade roofing, covered car parking,greenhouses,warehouses,interior partitions,skylights and more... These installation instructions will allow you to install Polygal sheets correctly,using the company's 35 years of accumulated experience in the field of lightweight roofing in Israel and around the world. To assist you with any questions you may have, Polygal's Technical Support Department is at your service at all times. (E-mail:techsupport@polygal.com). b 4gtk ^" yfiu '�.'7a1r ,fla Deb Maze �"K,,1111 }S ry ,a+ s 1✓` 'r Safety at the Jobsite Employ all safety measures required for working on scaffolding and roofs Beware of slipping when working above the roofing sheets 4 Beware of losing your balance when carrying sheets in windy conditions A selection of Polygal products: �;. Standard Dimensions: PCSS Type Sheets; 6,8, 10, 16 Clear,bronze,blue,green,turquoise and ice. Width—2.1 m.Length—6 m. Polyshade silver and blue Primalite Special Dimensions: (except for 6 mm) Width—Any width up to 2.1 m. Titan Type Sheets, 16 Length—Up to 20 m. HCPClear,bronze,blue,green,turquoise,and ice., Standard Dimensions:Length—6 m. Polycarbonate Special Dimensions: Polyshade silver. Fastenings Length—Up to 20 m. Storage Before Installation • Store the sheets on a flat surface,protected from direct sunlight. • Do not cover the roofing sheets with PVC sheeting(tarpaulin). Preparing the Supporting Structure • Complete all the metalwork and painting before beginning sheet installation work. • Check the dimensions on site,and plan the roofing requirements before ordering Polygal products for the project. wwwpolygal.colyl AlwAys look foi-the original Planning the Supporting Structure �d; lx 06 • Install the sheets with the ribs parallel to rain flow and with a slope of at least 10° 2 • Supporting beams must be at least 30 mm wide �r�� 1 mid 4)to ensure good anchorage 4 P of sheets and fastening accessories. /j min i Purlin structure Main beam structure Calculation of maximum recommended* distance between main beams and between purlins for flat roofing must take into account wind pressure of up to 100 kg'. Standard 8— 10 75 120 1 15 90 Standard 16/Titan 16 105/ 120 150 125 120 Calculation of maximum recommended*distance between main beams and between purlins for curved roofing must take into account wind pressure of up to 100 kg2. t � r f i Standard 8— 10 125 95 115 ' 125 80 95 105 110 Standard 16/Titan 16 125 ! 125 - 125 120 * Ensure that a qualified professional checks and approves the structure before execution. 5i Smallest permissible cold bending radius (R) •:� `'''%% �ro 6 8 10 16 1.05 1.40 1.75 2.80 %� "f h Polygal Accessories Required for Installation - / i Aluminum Edge Profile 327 311 312 313 Polycarbonate Connecting Profile 1 r� 210 211 Polycarbonate Base Profile _� 207 Side Spacer Profile 226 313 Base Profile Anchoring Screw(1'/,") 412 (metal structures)421 (wood structures) Polygal Sheet Anchoring Screw(2") 400 (metal structures)422 (wood structures) Bell Seal 473 Anchor profile cap to connecting profile 424 Ventilating Edge Tape 508 509 Sealed Edge Tape 512 513 �a � •NO�� WWW.Polygal.conl Preparing the Sheets 4e' • Remove the grey protective film(2) • Fold back the printed sheet protection film 10 cm on each side Q 3 •Attach ventilating edge tape ®to the lower edge and sealed edge tape t4b 0pO000. '� /,-'- to the upper edge. / 4 Preparing the End Profiles 2 • Use a metal saw to cut the aluminum edge profiles (see:Accessories Table) , into pieces matching the width of sheets to which they will be attached. • Drill drainage channels to allow for the flow of condensed water along the profiles used for the bottom section of the building's roof. i •Attach the edge profile to the sheet with the short side on top of the shee �3 8o c� Preparing the HCP Connecting Profiles 0 G� 3 os • Cut the base profile (207) and the cap (210 or 21 1) to the length req fired. For curved roof buildings,cut the connecting profile cap 2 cm longer than the base. •To anchor to non-metal structures,drill 7 mm holes,50 cm apart in the base / for the beam structure or according to the position of the purlins. Installation Instructions for Roofing a Beamed Structure Step 1 —Use screws (see: Accessories Table)to attach the base connecting T profiles to the roof beams.Make sure that screws do not bend,tear or exert r excessive pressure on the profile. - --------- ------ Step 2—Place the sheet on top of the base profile support edges,with 0 the side covered by the printed protective film facing upwards. Step 3 —Slide the base under the sheet and attach it to the beam. Step 4—Place the side spacer profile (see: Accessories Table) onto the roof beam and attach the cap to the base by hammering into place with a rubber mallet. I Steps 5 to 7—Continue adding sequentially,a sheet (step 5), a base connecting profile (step 6) and a cap (step 7) until reaching the end of the building. After completing installation,remove all the printed protective film from the sheets. U O - U, rr# r,.#2'. 'G ..? i > 3 • ign Installation Instructions for Roofing a Purlin Structure Building Step I —Place the sheets with the side protected by the printed film upwards, toI p roofline ensuring that they are at a right angle from the building's top roofline. Step 2—Slide the base connecting profile underneath the sheet edge and use base profile attaching screws (see: Accessories Table) to anchor them to the 90' purlins.Make sure that the screw does not tear,bend or exert excessive pressure on the base connecting profile. ;0'J 0/ 7_ .-- i Step 3—Attach the base to the roofline purlins. ®� Step 4—Match sheet size to the distance between the bases. Step 5—Position the side spacer profile in place (see: Accessories Table—for 6 mm thick sheets,use a 3 cm wide piece of sheet as the side spacer).Position - the connecting profile cap in place and,with a shock-absorbing support under the sheet,use a rubber mallet to connect it to the base. Steps 6 and 7—Continue to add sheets,(step 6) and caps (step 7) until reaching F] the end of the building.After completing installation,remove all the printed �.D protective film from the sheets. 8 6 U --- 0 � x G , t , E F \ } - _ Xw ,x Attaching to Walls,Gutters and Ridges • Form the metal cladding parts which will be attached to the wall on one side and will cover the sheet edge on the other side JI . Seal with Polygal Silicon (507) as needed. • Plan a gutter with a receptacle area and connect the sheet to the gutter J • Form the metal cladding part for the roofline and connect it to the caps. Finish and Fixing Reinforcements • Place fixing screws with seals only in the support frame lines 4). ., • Do not over-tighten screws. 3 _ X The information provided in this publication is given freely and constitutes general information that does not grant or imply any warranty.Polycarbonate is a thermoplastic material that can withstand fire in accordance with different international standards and as applicable in each different country. Do not expose to high levels of heat or to aromatic cleaning materials. In each different structure,the appropriate safety measures must be implemented in accordance with the fire prevention instructions provided by the fire safety authorities. POLYGAL Plastic Industries Ltd. Ramat Hashofet 19238,Israel POLYGAL Inc. P.O.Box 410592,Charlotte,NC 28241 U.S.A. Tel: 972-4-9596222 Fax:972-4-9596284 E-mail:sales@polygal.co.il Tel:1-800-537-0095 Fax:1-704-588-7400 E-mail:usasales@polygal.com w�r`r�zxl�f��v a as,. WWW-Polygal.00111 Page 1 of 1 PG 16 mm -Windload Performance Lnad IP+gip {�t�wi��tt«tetlect►�n r►t 5�. } 32-W! 3(«<)Ct -7'9) 2 Zf! 3 _ _ 1750 *90 �, w 100 GSC «li 0 MM M 1413C 21WO 2500 -006, 31;00 400) Lewph- Vistitwe Between s+uppotts pntto http://polygal.com/media/uploads/pcssl6.gif 12/19/2007 P 5111 Cy C;� 1kVY :�TM, LOT A HQWN` 'N. ( : 5,,--4 V,4 IW,4,QlzV 4 411V/T NCS, !o AS RECORDED IN PLAT BOOK94' _PAGE_.61/--'5/4 -OF PUBLIC RECORDS OF DUVAL CO. FLA:. FOR 0.4VIO F. pra,4�C ,c2 G � V A5 U A K L�bv 2•�� '�'--- 114:0-4>'1 Iwo .•CLING C vn1C. 12 . err• C �• .51� J1 � �B S• 9..q.,C. ♦ C .. K C �c"0 r> 1$'I z' s uccv n q N 77,4.9 h W A � Cy y � rw;�rc• �C C- a � - mvzrA rt '�'g�/��T 347 w 714-lcr" C vi � tl, 2 o, rip 10F �fi v L G� T i Z� r.D•` L 7 S ?fir• .�� L J 7` 7-//--t6o TGA (r/-1A/V6,g5 B.R.4— I :. I _ I HEREBY CERTIFY THAT THE -40,-7-SHOWN HEREON IS IN THE SPECIAL FLOOD HAZAAC)AREA ZONE <7 AS-SHO NN ONl-',QCC? INSURANO T_E MAP � '' FOR THE CITY'OF JACKSONVILLE, FLORIDA,'DAfEDAlt , ANLLR N LAND SURVEYORS.-- 8282°WESTERN WAY CIRCLE -JA 1C,S NVILI E.F1 ORIDA 32 16 9041731-072 , LEGEND r I KEREBYiDERTIPY THAT:THE ABOVE; - WAS 511R lBY W Y' WAN01"FIAT"THS l a fin/ z: is A R UP N SAMF � X01 CONIC MON N AND fiHAr TH.ER;E At +� ► S i ANR " IRON COR (SET "E TI " ENE N`�l ��F� ' z t �'I 1RfJN COi9IJ ,� 'Ek. .4 'r • R4 2 i CITY OF ATLANTIC BEACH PERMIT BUILDING/ ZONING DEPARTMENT APPLICATION # . „-••;� 000 Seminole Road - Atlantic Beach,Florida 32233 Jj,1,r (904)247- 800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: 7�� L' Y l . V a k L a t l� Y fid PLANNING Pr® eAddress, BUDDING I n I� l" PI PUBLIC WORKS �Al�b��&C�11Il$e , 1 IVCy�/� C Y N . PUBLIC UTILITIES Y N FIRE DEPT. Project: V no 2U� Y N PUBLIC SAFETY � r r'AA �-- N J -APPROVAL w U o REQUIW AGENCY: RECEIVED BY: INITIAL: DATE: w Y 9+➢ NJ D.E.P HUFSTETLER Q Z 0�_a Y N S.J.R.W.M. CARPER _Lu Y N ARMY CORPS of ENG CAPPER F- O Y HOTELS i RESAURANTS HUFSTETLER APPLICATION STAT CIRCLE ONE: SITE BUILDI DA AP REVIEWED BY: IN AL: ® 1ST REV ® //Y7 1ar1 " f _ A0, PLANNING BUILDI ® ® 2ND REV , PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV 11 11 Tllafnnrmn kluca fani-m fn#Aura lRiii]Ainv n?nnrf aAant nice vnu have entered vour comments gnat®the AS400. CITY OF ATLANTIC BEACH SPECIAL INVESTIGATION ' TO BE FILLED OUT BY COMPLAINTANT DATE ? - f r'✓; ADDRESS LOCATION COMPLAIN &4,C I* 4,—e" a4A) y , OWNER OF PROPERTY SIGNATURE OF COMPLAINTANT — 'a ''f PHONE # 747 ------------------------------------ ----------------------------------------- FOR OFFICE USE ONLY DATE OF INVESTIGATION_ /� r (� —� lJ INVESTIGATOR ^--� CONDITIONS FOUND ACTION TAKEN COMPLIANCE NOTES: FOR OFFICE USE ONLY Date. . .......... ...... ..............19 ...... Permit #_.. ..................Fee $.....-............ ...... CITY OF ATLANTIC BEACH Valuation $.... ..... .................. .... FLORIDA House #........... .. .................. ....................... --------. ................................. 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. ,\ � , � 1� Date----.............................---•-----••---...--•--------•-----------, 19............ Owner......_be,-VI,C) ..f G,✓' ef -..-.... - _ .Addre�s.l�1�J - Llvf-. �'"�' Telephone No..:? 7$1 ----------Tele -----_-----_ Architect_..................._....-- --- _...-----.....ah?(�G--c�c�'i.54�S----- ..Address.................---------...._..-----•-•----- phone No....----...... Contractor Builder..f'��t. . o✓1C�.4 _...r.a ......._Ll'�4..._..-_.-Address..9�9.... sc!�/ ^...��`' . ___....Telephone Lot No. - - - Block No. ------1 .. Sub Division.PIrn V.._oT-...Se_yGt_./�a...... Zone........ ----------------------------------------------_._...Street-..--- ------ ------ Side Between__.. ��.' v✓i P j 1�Y. ----and................----------------------------__....S - Valuation �.� .1�-' Q_.._..._.._For what purpose will building be used.)101C30004�.I:. .....Type of construction_. _�'1SLt4Y..e.tf.......... i X ------ ► f —ft Dimensions of Buildingxl[o..__._-megDimensions of Lot.. _---Size of Footings Size of Piers...-....._ ._...... ....... -....Size of Sills--------- ------ -- ---- -----Greatest Sill Span in ft...------------------......Type Roof---------........................... . How will Building be Heated?------------------..............._......__......._..........Will Building be on Solid or Filled Ground?.............................-----.... Size of Ceiling Joists----------------------------------------- Distance on Centers.. ....... ........ ....................... Greatest Span_....._..._..----__..._. " ------._.....---- Size of Floor Joists. _........................_.....__........, Distance on Centers. ..... ................_..._.._._._..._. Greatest Span..................................... » Size of Rafters .__------_.._-_ __.--------_--.---- _. __-., Distance on Centers _.. ..... ...............- --------- ., Greatest Span......................................------ » 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 spc-cifications shall be submitted with application. Inspections required. r, -• 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 o :-ICE z 3. When steel is in place and ready to pour beam. 'a a 4. When framing is completed F ;p1;r __ a 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. q A 7. Electrical inspection by City of Jacksor.ville. 8. Final inspection. Note: In case of any rejection, re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideratio ermit given for doing the work as described in the above statement, we hereby agree to perform said "_01-k in accordan e vii t t e at he d a s and specifications, �;rSch are a part hereof, and in accordance with the building regulations of the City of lantic a Sign;furs of Btvlder - Address-- Qet,Gh p1vC�• S'gnati:re I 3 Owner... .... ..._._-...._............ ... ...... ... .. -- -- ----- ---------- Address......--_------ -•----- -------- r DEPARTMENT OF BUILDING ' T CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. � 9/0 PERMIT TO BUILD + . THIS PERMIT MUST BE POSTED ON JOB .4 Date .TUnP 18 19 24 I i Valuation$ 12 , 300 Fee$ 74. 25 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that FLORIDA BONDED POOLS, INC. I 8608 Broach Boulevard Jackennville has permission to build POOL as per plans Submitted valid only in conjunction with carport extension Classification Residustial Zone PUD Owned by David Parker Lot 4 Block L(L—S/DUni t h � I House No. 1.739 1,il-Q Clak Late According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE 4 D L D O Building material, rubbish and debris -Zi from this work must not be placed in public space, and must be cleared up ani} hauled away by either con- tra r;,br owner. f Building Official. I FOR OFFICE PERMIT DATE ` CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF Office of Building Official "�f f{ REQUEST FOR INSPECTION 19 Date I.— .•�' rsG Permit Na. Time .. A.M. Received f P.M. District No. Jab address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANI r Framing L, Footing a Rough Wiring 0 Rough C Air.Cond.& 0 ,+ Re Roofing ❑ Stab D Temp Pole Cl Top Out 0 Heating f: Fire Place 0 ��n -/ Pre Fab READY FOR INSPECTION ` A.M. ridgy Mon. Tues. Wed. Thurs. 7 dl___ 14�10' �( A.M. Inspection Made ` / P.M. Inspector .�+rt r mac" Final Inspection 9" Certificate of Occupancy Date FOR OFFICI U7E ONLY 'I Date......... AV ..19 ...... CITY OF ATLANTIC BEACH Permit *........................Fee$1.1-'rf........ Valuation $....,�o FLORIDA House ?.....:.......4.......19 ......... APPLICATION FOR BUILDING PERMIT ............................................................................ ...........................................I................................ 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. Date------------------ july..q0"......... 1973 Owner.-- ----------------Address-Atlaritic...DCh......F.Ia...........Telephone No...M�%� Architect-----PAq'989AM11.....jr.it...............................................Addres&--- .......Telephone No...24.6.-4469.... Contractor Builder-KgYA19.. ......................Address.AOQZ...Hilwigy...Aym.sLJAX.........Telephone No...,38.9--5014.... Lot No....4............................................Block NoJjQ........ -..-------Sub Division.Se.IVA...Karin&.:Quit---NQ-..6................Zone................. LiveOak Lane ...and......................................................Sts. ............................................................Street......------- --------...Side Between................................................. Valuation $A0.x900-t00.......For what purpose will building be usedpriv...Dwel.1-ing---Type of construction...................................... Dimensions of BulldingA .I-" 4"x59.'...9" .. .Dimensions of Lot........................................................Size of Footings-----W.'4-01-1........... Size of Piers....................................Size of Sills.....-.......-....-..---- -....Greatest Sill Span in ft...........................Type Roof...C ......... How will Building be Heated?...A... ---------Will Building be on Solid or Filled Ground?---0M.U11.94.... Size of Ceiling ioIsta2."x6."---tx-us.s.e.s......... Distance on Centers......241.1..............................I Greatest Span--- 14" to --------- ------...... -Z5 .................................... Size of Floor joists...no.n.e ................................. Distance on Centers_ none to ......... .....none........-.................., Greatest Span....119ne............................. Size of Rafters-..2t-'X6''...=§AfM.----------. Distance on Centers..... ........................., Greatest Span....25'-4't........................... 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 applicktion. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical Inspection by City of Jacksonville. W 8. Final Inspection. Note: In case of any rejection,re-inspection MUST be called for after 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 attachedlamr-w- 11--specifications, which are a part hereof, and in accordance with the building regulations of the City o tic Beach.p Signature of Bu-ilA Addre=2��§97... ...Fla. .... Addren.�. Mills Lane ------- ... . Signature Of Owne ... . ... Mills ......... CITY OF ATLANTIC BEACH g APPLICATION FOR SEWER CONNECTION PERMIT NO.�� DATE Ls � 3 LOCATION fr/3tf�� LOT NO. —BLOCK NO . 1 O SUBDIVISION OWNER - �e� 1�� TYPE OF BU LDING , MASTEVPLUMBER INSPECTED_ By BY T BILLED ACCOUNT NO._oe !_ APPLICATION FOR 14ATER CUT-IN TO THE CITY OF ATLANTIC BEACH: Application is hereby made for /--Z000--water cut-in at the following address for tr>tX, units. Cut-In charge of Street No. Z 72 Lot Block �f7 Subdivision 455 j Ordered by: Gz � Lc1fc�J .c. OWNER: Mailing A dress. DATE: ACCOUNT NO. S METER 110. DATE ITISTALLBD: -� Pr 45 Yrv_� 14 � � .+r• ,f�' � + CITY OF Al LA1 Tli PEACH CH it 'w< •i`iM1! t r FCR 1 V-1bIN1 PERMIT qt . t Mw t y yrt j, b t�# lfl nate : 73 '' � ` , _ ` 4 t000A2ION ,ter .. .. �[lA1p Street f FIC1cK ..o . a +pa w•, (} 6 t LUN81cE Al F fV1L0V O11 CONTRAMR •ra�it,.1lA+ ' f Yt r Vp A4j � ��¢ •• ,;,, LAVATORY.J.,,PAT" T?'PJ,.._....1RINALS..,,5wCI,OBETS' � 'N A C, vim ,� k�► �� :� r �„�j�,�,D1�of4L� OrjtEK i OSI .00 j2JOBI MUSIBE Qr'F "NT i' AFRMIT HAS BEEE JR202BM � � � ,� A1TFSFIT�'IC.►I'I�No must Fhow a plan and description of ths .'� Location of all the soil and vent pipes, and the number 10Csti65 Of &11, fixtures, (in accordance with Ordinance no. 188 pt ktq, the City of , Atlantic Pvech, Flurf ds ) must be shown an bhok of a t �, QatIOU sad x bN ,approved by the Flu+*bins, Inopector. , pp L , Fjp ftt' Al t ,p 1 : `; + d N AN � ECIF C'1 IOt: Ok ti QVE PLUMBING A1C. y �� t {� �.t J Approve4 Uy 1,4um ng Inseoior Ir ,' Date a, ODOR OFFICE USE ONLY MARYS i k i 4 �' •;'" tplattIrI1 X01110: 2-- l- CERTIFICATE ISSUEDs �4 i Iq1 t t . t b r 'Al IV 0 X1, f ..kR�' �_ CITY OF ATLANTIC BEACH -� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 � Jif1>� Application Number 08-00000473 Date 4/08/08 Property Address . . . . . . 1739 LIVE OAK LN Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4500 ---------------------------------------------------------------------------- Application desc REROOF FL265.1 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PARKER, DAVID F. ROMANO ROOFING SERVICES 1739 LIVE OAK LANE P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 55. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 4500 Expiration Date . . 10/05/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55.00 . 00 .00 Plan Check Total . 00 .00 . 00 .00 Grand Total 55. 00 55 .00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 CITY OF ATLANTIC BEACH 08_ r �t OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT(dCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY .� 1-7 3 Z, c k P e- 5a 77 oo� ❑NEW BUILDING ❑DEMOLITION ARESIDENTIAL LOT_BLOCK ❑ SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 2'.,s .; _ • �g = a.;�'a. •`•'° .` i«.^' .A.y .,. . , sl,u,,,.� ��r ALTERATION ❑ACCESSORY BLDG. 0� �f^ /� C/�/ REPAIR ❑POOL/SPA ❑YES N/A MOVE ❑OTHER ❑NO 9.NAME, 1� 15.COQ ANY NAME: / 23.COMPANY NAME: 16.NAME:/OJ / •JCCp 24.LICENSEE NAME: 10.ADDRESS:9 /' ,/I O y ��r 17•STATE OF FLORIDABL CENS f�10.: 25.STATE OF FLORIDA LICENSE NO.: ` `" �/ ` IJ/ 18.ADDRESS:'30 Ste/ bp4. 1 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19;F I E P`OyEi NO,`qkl L 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 21.CELL PHONE: SS V 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 77-77 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 136.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: * YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO CE OF COMMENCEMENT. ' . Sign ate:O q—D)-0 Signed: Date: BefoAs day of l 20tin the county of Before me this day of �1 j 20 in the county of Duval,State of Florida,has personally appeared Duval,State Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. /G 1 true and accurate. Notary Public at Large,State of County of No_ tary Public at Large,State of County of Personally Kn L / �. O J?a7�'ersonally Kn roduced Iden ti (� (� ❑Produced Iden'cab n Notary Signature' y.. Notary Signatu �� T (�7yvtspde/'R,f1. .,^ ,,��;p(+�",fw,,•p/�-^�e��=aga,'pj0°`` =o"1`v aUg, EL.A iNA i0ll .L N``v "� 'v�A'1 Pu' � 1�1.S1V1- � COAB FORM BLDG01:REVISED: t1 `fb MY COMMISSION#DD357393 ' MY COT40'tISSION#DD357393 a. a 1a >3 tarke 21 X08 � iler23 2008 r�Pt&TS:Sten 'e >rc 1'a"E411.ap. I'1 Notmy pF �].IyRk �.shp5ot, X011 _ 10110E of COMMENCEMENT Tax Fob No. tame of .our of b whom R May Co>iem wii!be mala too onlaia real ply►and in soa &Mw wilt S 713 of .0 hereby y thatimVrovememb he Flanda Swtut im,Ste f+allowing is staged.im t�14((MCE QF COM�lSNC�'IT. Api DescHplim ofWopaty being -33 kd6ma of property being AAV 3eaa�al of%mparov l t7WBW. �I f Address: ©wt's interest in site ofthe bvirovement Fee Simple Titleholder cif affie r than ownw): III �{ 119" — .Address= TekpbweNo.: SAY(if gay) AM0,=m ofSo od S Adore.= TeleglowNo- FaxNw. Nmne and address of=y peon m Vmg a loan for the cOl Lqmzdm of Name: Addre s: Phone No: Fax No: Name of person within ft State of Flea,06a th hina s4 deli by ow=�w�not�oas or oder dorAme�s may be saved: Nam: :Address: Telepbow Wo-_ Fax No: vicied in gectiou In addition to hinoseit owner desigo� the following p to receivea copy of the Lienvz's Notke as � 713.06{2)(6),Florida Sbdxws. OFM in at Owner's option) Name. Addre:= Telephone No: FaxNo: Expiration dale Of Notice of COMMMceament(tl a dam is one(1)Year fzoan the date of zevording tanless a diffemat date is THE SPACE Ft3RREC 0RDER'S UM ONLY 071 ®7"0 Y.�2.�--� Dame:�=--� Statt Doc#2008088749,OR BK 14452 Page 1651, dw of ill Co>�Y°f ' Number Pages:1 has Filed&Recorded 0410812008 at 01:07 PM. YS�y of 1 Tonda4 county of DavaL JIM FULLER CLERK CIRCUIT COURT DUVAL Y rubfic at Lw1r, COUNTY 3mmis�anPi ., .lt RECORDING$10.00 "BY loadi tol f 'o y. u � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 JI1�r INSPECTION EMAIL REQUEST: Building-deptAcoab.us Application Number . . . . . 07-00000492 Date 4/12/07 Property Address . . . . . . 1739 LIVE OAK LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REPAIR TO SCREENED ROOM -------------------------- -------------------------------------------------- Owner Contractor ------------------------ ------------------------ PARKER, DAVID F. AMERICAN ELECTRICAL CONTRACTOR 1739 LIVE OAK LANE Q/A:GRASS, ROBERT ATLANTIC BEACH FL 32233 5065 ST. AUGUSTINE RD. 43 JACKSONVILLE FL 32207 (904) 737-7770 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/09/07 ----------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: V Property A ress: 1y I L) Q ( PK Owner: at Telephone#:-U26_ Contractor: �� t �(t(' �L�YI' Telephone #: - n�v Contractor Address: 4 ft4 o4-,ne Fax #: Contractor Signature: YL In consideration of permit give or doing the work as describ d in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building i A Old ❑ Commercial Signs ❑ Increase P r site,lumtbhe building �( Ll `y 00 lRe-wire 42 �Addition Sq.Ft. Repair �� Y! 1 Conductor Size: AMPS: COPPER ALUMINUM 10 Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W 3 VOLT WAY Meter O� Number Feeders: NO. SIZE NO SIZE NO SIZE ft Lighting Outlets U� CONCEALED OPEN Receptacles CONCEALED OPEN Switches Cj Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea. Si n Ile Miscellaneous rer V\ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 1/04 HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Apr 12 2007 1:24PM Last Transaction Date Time Type Identification Duration Pages Result Apr 12 1:22PM Fax Sent 96657372 1:43 3 OK Ciiy WAOw*Beard P�Informartion To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T/-4 (665-6521) Subject: City of Atlantic Beach Permit#Date: Service Service Address: k,7 Owner: Owner Phone: Electrician: 7417pWnraln Electrician Phone: Type of Work: New Service [] M-Home Subfeed [J Increase Service Heat & AC r Repair Service Other f—i Rewire /[]' Other Description: Temp Pole Li Service Type: ( lOverhead. (Repair/Replace) L],Underground(New Services) Building Use: Residential "Church LjEnvironmental [_jM-Home "Commercial "Other Other Use Description: Service Size: New Service: Amps: Volts: Phase: Existing Service:Amps:_ a D Volts: Phase: E-mail:cravli@,,jca.com or schwcmea.cotn or resot �ea.com v m Ofl � o � Ul r t" 3 fl G N 0 � d ` & O a u. 4 � m t9 Q, p� Z � E O 1^^ CITY OF ' 4&4^t, Bwzc 4-#7"- Office +"Office of Building Official REQUEST FOR INSPECTION DatePermit No. r ... Time ` 1_ A M• District No. J J1, #4 e 9 -A Job AddreW J locality Owner's IL CONCRETE EI.ECTRICAI IC Footing ❑ Re Roofing G Stab 0 Temp Pole C Top Out 0 Untal ❑ Fire Place O Pre Fab READY FOR INSPECTION A�.�yM, Mon. Tues. f, Weed. Thurs. qr dd4' f A.M. Inspection Made' Inspector Final Inspection A) r Certificate of Occupancy /" ;✓ C.� Date >t E A1RTM f!iT-OF®U � . C1TY OF fly B�ACH� #TT 48 xt . > + f" 1 »r. l.cat : it . Typos WO t d U I i2 OL. A LAY ubd t3wr ln > dd . ., O *00, ooa "4 0 00 lit,4Aft Ml 14, ► 3 � F0 ��. � : 7 0, ,0r _ ... "Rm . `LC3R nA 32� � IltYDRAUUTZ : I art}. E1 . " y : t � " fl P t1.. k E i 114 40-FOOTmes Ni # 1 3 itl S I lli #JIF 1#i�G . G f fiAi W 3ID SIX MONTHS AFTER GATE+�I✓1S u �t1 t3ING:MATER#A#r.Rul l #SFt I4Np I E #s ROM THIS WORK WIT *T 1�1=Ir'L:ACIwfl#3V I'�[RLI�S�'A�E.APtl3 M1:�ST Bli; L AREA U AI+# HAC9LEE3.AWAY EtFHER%G0 TRACTOR'DR OWNER I "A CC31 m#Nth T A J .PLA##$-WHICH ARE PART OF THIS PERMIT AkVC 'Stll ;! -; t#C�N t •ARPLICAL P � O LAW. �} 'TIC BEA ih# .ILt3l f EF�'AR' MEET ,„ ��'Yt 54, i CITY OF ATLANTIC BEACH, FLORIDA w by APPLICATION FOR ILIXTRICAL'Jf=PAIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.,_. IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULA IONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: Mule ELECTRICIAN SIGNATURE JOURNEYMM NAME.r ,�'s �^ ;._.ADORED• Box BLDG.SIZE BETWEEN._�f RES. 1 APT.I ! COMM..1 ! PUBLIC,1 I IMM 1 1 NEW 1 ! OLD' \l REW.I ) ADDITION 1 ) TRAILER( 1 TEMP.I 1 SIGNS ( 1 $0.FT. SERVICE: NEW 1 1 INCREASE I I REPAIR 11 FEE CONDUCTOR SIZE AMPS COPPER I ALUM. Sl-WI OR BREAKER AMPS -PH IN VOLT RA EXIST.SERV.SIZE L ."L AMPS ? W 14 / LT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•i0^MM. of-loo^MM. SWITCHES INCANDESCENT FLUORESCENT i M.V. FIXED 0.100 AMPS. I ova* APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT 0.1 MOTORS H.P. VOLTAGE PHS NO. 1 M.P. VOLTAGE PHS MISCEL ANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. A NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHES EACH SIGN • FORWARDED . TOTAL FEES 3711, DEP' ARTMENT OF 6Ul a Nt CITY Of ATLANTIC BEACH .�w _-- LC PERMIT' ZH 'ilATtN Adt +aravI ' LV � .► P rtai Nu�ar s " . .wype ; Mitac. T � �NAN ". Lots a '011 LY I B t tast d Vile � $0. 00 Total t 25. 4Q x,23.00 17, 1 t di tool z� OAK LANE ii A IE>p'AC u ' 1p VA SASt w..w..w.,b. .Iwo PO-* ARA00 "MtT^!&°7 + i ► A� yC rA 4`�t i�i�`. ; Q; s S W A 0.00 AI 'L. X2219 HYOiiAuLic 0NAI #C►. 'P aR �, � ��!` ;+ZT FE =new f - NOTES". I NOTICE -A#:1. AND OOTINo$MU$T 19E,tNBPE "�I��'.BI�F+QRE�0U,RINt3 ' `, PEi MtT VOID SIX MONTHS AFT03 OATS 60 ISSUE' �v SOILDING MATERIAL,RUB $1 At�tI1 E RIS FROM'THIS WORK MUST NO -OE PLAGEO ]C'St?ACE,ASI)MUST BE CLEAREa UI' AND HAULED AWAY E3Y IsITI I£Ft CONTFACT(3! OR OWNER FA1° S ► � 1 � M.��"1 ANtTMRESULT.,N' .! Ta P 'PAYING FOR 31141PINO1Eh15t TM , i Bt}' GC?fiDINC 7"O APPRC?VEn,PLANS WHICH ARE PART OF THI13, PERMtT ANO SUSJ. D REVOCATi VIDR, I1f?hi Clly AABL> ,:I?Ft 31�i5�It tJ Of LAW, M1ITIC iatACH, UI;�.C1iNd L3EPAR TIVIE.NT i ��,. � :e CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 4-25- 19 91 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R ELECTRIC OF NORTH FLORIDA,,INC. P. 0. SOX 62238 JACKSONVILLE, FLORIDA 32219 /ih1U1,4j&414 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN Parker 1739 Live Oak Ln. NAME ADDRESS: RFD BOX 5ellva.�lar6na Dr. & BLDG.SIZE BETWEEN: a url a r. RES.N) APT.( ) COMM.( 1 PUBLIC ( 1 INDUS. ( ) NEW l ) OLD ( 1 REW.l 1 ADDITION ( ) TRAILER ( ) TEMP.( 1 SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W A, VOLT RACEWAY EXIST.SERV.SIZE AMPS PH 3 W VOLT RACEWAY FEEDERS NO. SIZE NO. . SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA I N0. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER, EACH SIGN FORWARDED TOTAL FEES I V%RTMRNTOFBUiLOI Q CITY OF ATLANVO SEACH P tt N,U*t r V 3,105 Addreass L V ' QAK .ANE I i t p t lMAW AI. i LASTIC` 19ACK, FLORT"DA 32233 Lr pet I�cr par d Up, RT"1��Ir;'�` *' �»7C T4vr�a�i�aip�s RING t C 1 Cca+ t 9ubd + a3,ont � `OKRA �a x�c v , Co tt rte.00 Au dk *3 � Dot tcala I IIA" AND: AIR A! PLICA 416W? 00, Add ♦d yyy �yAy I y,IMPACT{1 y FELT, E �Api ce. {n� y �M ORTD 1X .,q R+ `�� /41Y TV's 1✓ p} ,6 h" 4 y.a.�t s W ..� yrr ``2 �' 0;,ksg `^� x~''`, s� �. 0 ;s�" � ��. ,a•2".;3 au6 v ep a'�a'�iF�F' A� ON l VA J 'I`, f,P. 0th 1 Addr # PLO 40 00 L .GACA 3 IMPECT ME • ��k, . 4 OACT �"Zig �p i ,NOTES; � �� 4 4 NOTICE—ALL.CONCIWrE 1 ORMS ANt}P00,T1NG8 MUBT E3E fNBPECT Q 8EFt9RE I'i3URlMti' k, a ITY010 SIX MONTHS AFTER tIATE"OPS` tib N e� BU11.0 NG MATERIAL,RUBBISH Alkb C,03118�2 FROM THIS WORJ <MUST 40T$E�"L�10E#�11y�'UBLfC Sp ACE,*413 MUST BE C�E�IREE3,�PAtrif�'l�iA�lL`g0�4V'��i�`.:BY E#'1`HE "CTF�I�CTC}R OROWNER,,' yam* +� +�* �i" l+ F1� .4, * M"P, �. ECHA iy .+ -" �f y .` #■`, LT IN iNG4 Qt-WICE, I UEt ACGORt IN i TO Ai -f k► Cl RLAt+1$. SIHICH �tRE PART ClF THiS F?! RNkI ASND Sv tvoc �t .1kTiON`t le Lk Rit ! lOi«"5. LAW.' T ANTIC8t ilt IiUG DEPARTM 1T ; a 2 ? .A' BUILDING AND ZONING _INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, Ill, and IV. I. -� LOCATION Street Address: CAM OF Intersecting Streets: Between �C�V'� Iti1prl UP, And 1J BUILDING Subdivision Il. IDENTIFICATION - To be completed by all applicants. 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 attechgd plans and specifications which are a,part hereof and in accordance with the City of Jacksonville ordinances and standards of good-practice-listed therein. - '7�d Name of MechanicalContractors Contractor (Print) �� Masterfl�9G � Name;of ` Property Owner i Signature of Owner Signature of or Authorised Agent Architect or Engineer III. 1111,9139.4L INFORMATION A, Type of heating fuel: B• 1 IS OTHER CONSTRUCTION BEING DONE OL! Electric, THIS BUILDING OR SITE? ]�) ❑ Gas-❑" LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION QDB PERMIT 13 COW Specify IV. "O"CAL ER,WIPMINT TO RE INSTALLED NATURE OF WORK (Prowwo complete not of comin is on beck of this fenw) Residential or CO Commercial Haat ❑ Span ❑ Recessed X Central O floor Q New Building Air Conditioning: ❑ Roam X Canhe) Existing Building Q Duct System: Material 1� Replacement of existing system Maainlum eeoocfty e,gm, C3 New installation(No system previously installed) © Extension or add-on to existing system Q Refrigeration ❑ Other — SpeCify O Cooling_tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads, QL uMtor ❑ Moaft D Esceletor..__,_,_inumber) THIS VACS POR OFF= USE ONLY Gosonius pumprt_.._.— (number) ( ) ❑. Teaks.. (number) Remarks ❑ LPG contailleN' ----(number) Q uafirad pressure vaswl " Pbrmii Approved by Dates O COW Specify Permit USIT ALL EQUIPMENT AIR CONDPPIONING AND REFRIGERATION EQUIPMENT Cft"=bW TJnit• DeresiFtim Kow Numllar Kanutacb~ (Tons) W l + vcs C. II1RATMG FURNACES,,BOILERS, FIREPLACES wuno It t inlh Dowiptim Mood Number ItannlaobttlazA 04 Cp�1 Ost? . G TANKS Note Many NaNOW GDadb Type Uq'Ad Nam at Social Appwrins Md Dlmend=W Contained Kanutwettnl*r No. AI r CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001183 Date 8/19/09 Property Address . . . . . . 1739 LIVE OAK LN Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4275 ---------------------------------------------------------------------------- Application desc REROOF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PARKER, DAVID F. ROMANO ROOFING SERVICES 1739 LIVE OAK LANE P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 102 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 4275 Expiration Date . . 2/15/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 102 . 00 102 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 102 . 00 102 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r r y ' r CITY OF ATLANTIC BEACH /r. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09 9 J OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 } % BUILDING-DEPT@COAB.US Jar/, BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: it 2.YALVATION OF WORK 13.SO.FT.UNDER ROOF 3 vit ,"C'. 00 4.LEGAL SCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT_BLOCK_SUB DIVISION t,1, ADDITION Q CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION El ACCESSORY BLDG. 8.FIRE SPRINKLER: 13 REPAIR ❑POOL/SPA 13 YES ❑N/A ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: r C C ARCHITECT!ENGINEER: 9.NAME: 15.C PANY NAME: ,23.COMPANY NAME: ar 16,N ME: 24.LI ENSEE NAME: TLA10,ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: l ->i1D C iF t 11.OFFICE PHONE: 12.FAX NO.: 1 F PHO 20, 27,OFFICE PHONE: 28.FAX NO.: L) 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEESIMPLE D OF OTHER THAN QVMlER) BONDING COMPANY: MORTGAGE LENDER: 31.NAME: 33,NAME: 35.NAME: 32,ADDRESS: 34,ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. * WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent,Power of Attorney 4Agency Letter Required) ! q 1 (OuMtrter may) Sig d: C f-�-,Date: (3 i?_®b o f Signer= p Be re meth' day. ay of ,2009 in the county of Before me this day of ,2009 in the county of Duv of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate, true and accurate. No, Ellblic at Large,State of ,County of Notary Public at Large,State of ,County of ❑ y Known ❑Personally Known d Identscation- ❑Produced Identification- Notary Signature: Notary Signature: Ill o Emmo, .� BLDG01 Permit Application Bldg:REVISED:12/18/2008 ��•Il<Sao 4 NOTICE OF COMMENCEMENT (PREPARE IN DUPUCATE) =p Tax FoUo p mate of County To whom it may concern: The undersigned hereby infomis you that improvements will be made to certain real propeft and in ac cx" a ce with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT. J Legal description of Property ng mproved: 3 ` ls�) INA- /,ne IP' Lp Address of property being improved: 1 n _ General description ofw,. if " 1 r Owner Address - ,Owner's interest in site of the improvement FeeSirle Titleholder if other than owner) Address C �„p� Address 1 Phone Na. Fax Noot Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served. Name Address Phone No. Fax No. In addition to himself,owner designates the following Person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Conunencwnent(the expiration date is one(1)year from the date of recording unless a different date Is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER s me day TE in the of F hes peradbally appdared Doc#2009199056,OR BK 14977 Page 2214, ere�=WWg t `a oWV rho s he(rsh� Number Pages:1 u` a'Iorida Recorded 08/19/2009 at 11:37 AM, My Coraamfa w!K?832936 JIM FULLER CLERK CIRCUIT COURT DUVAL p ExP: 10121/2012 COUNTY RECORDING$10.00 Notary Pub tL stated County of My commission ares: Pe—ay or --- — -- Produced Identificaum MOWfI:SI ISINrSl{(`eyl��ICSON VIL LI I101!L13j459 CITY OF ATLANTIC BEACH No. 0550 FLORIDA JULY 18 , 19 84 NAME DAVID PARKER ADDRESS 1739 LIVE OAK LANE CITY ATLANTIC BEACH, FLORIDA 32233 DOWN STREAM POLLUTION CHARGE $60 .00 1 bathroom and 1 bar--sink addition to home 6 units @] 0.00 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OFL /r � 4&4440 Jt -JA Office of Building Official REQUEST FOR INSPECTION Date `a Permit No. Time A.M. Received P.M. District No. I Job Address Locality Owner's {��t /�� Name � G%'L.�" ` Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL, Framing ❑ Footing ❑ Rough Wiring 0 Rough O Air.Cond.8r� Re Roofing 0 Slab 0 Temp Pole 0 Top Out p Pleating Lintel 0 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs, Friday P.M, A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC BEACH �� APPLAATION FOR P1,131iBING PERMIT OWNER'S NAME J,OCATION 3 AA J MASTER PLUMBER_ STATE/COUNTY OCCUPATIONAL LICENSE NO. Ifl" o a 37 CERTIFICATE NO. -- CONTRACTOR TYPE OF BUILDING SINKS ----SHOWERS LAVATORY HEATERS ---BATH TUBS DISHWASHERS --URINALS ----DISPOSALS J_CLOSETS -WASHING MACHINE ---FLOOR DRAINS -OTHER 3 -TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. vr-3;uILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.. 61 0 7 I PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date July 18. 192A— '?C •a Valuation$ PLUMBING Fees 20.50 Pa 139 1 a 7/16/84 61U7 ,CCCAC This permit not valid until above fee has been paid to City Treasurer,and is 5139 1 A 7/16/8:4 subject to revocation for violation of applicable provisions of law, 1Q 1 This is to certify that CARL�S PLUMBING has permission to lli1 INSTALL 21,11MIRING. Classification RESIDENTIAL. Zone IOwned by DAVIB PARKER Lot Block S/D I { House No. 17 9 La 1158-=ak Lan `I According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4--D 4-----101 O Building material,rubbish and debris ii from this work must not be placed i in public space, and must be cleared up and hauled away by either con- tractor or owner.. i I I Building Official, I i FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL i i SEWER l I i WATER AW tllilll. CITY OF Office of Building Official REQUEST FOR INSPECTION Dat _ Permit No. �'L�"` Time A.M. Received P.M, District No. Job Address / Lo lily ` r Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICA Framing ❑ Footing ❑ Rough Wiring ❑ rough ❑ Air.Cond.& ❑ Re Roofing ❑ Stab ❑ Temp Pole �-❑'-�,��.. Top Out ❑ Heating Lintel ❑ i'�� Fire Place ❑ Pre Fab REA Y FOR tNSPN A.M. Mon. Tues. Wed, Thurs. Friday P.M. �. A.M. Inspection Made P.M. Inspector Final inspection❑ Certificate of Occupancy Date i CITY OF Office of Building Official REQUEST FOR INSPECTION �} Date Permit Na. --� TimeM. `' r Received A.0 District r� No. Job ess Locality Owner's Name Contractor c? BUILDING CONCRETE CTRtC / PLUMBING MECHANICAL Framing ❑ Footing ❑ h Q2 Rough 0 Air.Cond.& 0 Re Raofing ❑ Stab ❑ Temp Pole L Tap Out ❑ Heating [.Intel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. p Tues. Wed, Thurs. Friday P.M. 7-/,/- A.M. inspection Made P.M. Inspector t �4, Final Inspection❑ s Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA Approv"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: p )9 0 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH AREA PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN S G ATJOURNE NAME n C1 S�\ ADDRESS: \ FO BOX BLDG.SIZE BETWEEN: RES.( ) APT.( ) Comm.( ) PUBLIC( 1 INDUS. ( NEW( ► OLD( 1 REW.( ► ADDITION ( ) TRAILER( ) TEMP.( I SIGNS ( 1 SO. FT. SERVICE: NEW( ► INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE VAMPS COPPER ( I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 ovlla MOTORS H.P. VOLTAGE PHS NO. 1 H.P. ` VOLTAGE PHS MISCELLANEOUS d TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I. IND. lKVA NO.NEON TRANSF. No. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN yFORWARDED. `•its 'S _ 'G, JACKS©NVILLE, FLORIDA ERNIE ISAAC ELECTRIC CO., INC. ERNIE ISAAC ELECTRIC CO., Inc. POST OFFICE BOX 8586 TOTAL FEES cx 0 RESIDENTIAL & COMMERCIAL IAC1tSONVILLE, FLORIDA 3223 A 2�8t CITY OF ATLANTIC BEACH, FLORIDA ,►«�by A00ILICATI ON FOR ELECTRICAL PERMIT -' O THE CHIEF ELECTRICAL INSPECTOR: DATE: `19_0 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE fOLLOWING, WE HEREBY AGREE TO PERFORM- SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF,AND IN ACCt>rRDANCE WITH'THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIGBEACH ORDINANCES. EL ICAL FI M: MMIS ELEa&lQIj&N NAME ADDRESS: / 73 D BOXY BLDG.SIZE —BETWEEN: RES.J,14 APT.t 1 COMM.I i PUBLIC t ! INDUS.`( ) NEWT ! OLD 1 ! REW.I ) ADDITION ! TRAILER I ;l TEMP.I SIGNS 4' i $Q.FT. � SERVICE: NEW t ! INCREASE 1 i REPAIR FEE UCTOR SiZI AMPS COPPERI ALUM. SWITCH OR BR AKER j PH V C VOLT R EXIST.SERV.SIZE: a l PH W 2 LT �,�R,kC fix. FEEDERS Nt?. " SIZE . _ NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL d-sc AMs, 3,1.100 AMPS, sWITCHES INCANDESCENT ; FLUORESCENT&M.V. FIXED APPLIANCES BELL TRANSIT; AIR NY,.RATING H.P.RATING � CONDITIONIIIIG" COMP«MdTOR OTHER MOTORS AMPS CEIL HEAT: KW,-F4EAT s , OAR , MOTORS H.P. VOLTAGE PHS NO. 1'H,A. VOLTAGEPHS LLAN MS A . TRANSFORMERS: UNDER 600 V., OVER OW V. NO. KNA NO. lKVA' NO.NEON TRANSF. NO VA. MA. MOTOR SIZE SWITCH fLASHES I SIGN FORWARDED . TOTAL FESS CITY OF 4&4^4-c BeacA-AM%- 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No.� ( Time A.M. Received P.M. S Disiri Na. XJ!bess flty Owner's Name_ contractor BUILDING CONCRETE ELECTRICAL PLUMBING // MECHA CAL Framing 0 Footing 0 Rough Wiring 0 Rough [Si' Air.Cond.& 0 Re Roofing 0 Slab 0 Temp Pole D Top Out (p/' Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INSPEC N A.M. Mon. Tues. Wed. hu Friday P.M. A.M. Inspection Made P.M. Inspector. Final Inspection 0 Certificate of Occupancy Date CITY OF 4&4a& Be4c4-A!" Office of Building Official { REQUEST FOR INSPECTION Date &-.?d'"x Permit No. Time A.M. Received RM. District No. 79 Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ hough ❑ Air.Cond.& ❑ Re Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel 0 Fire Place ❑ ii' Pre Fab READY FOR INSPECTION XM. Mon, Tues, Wed..f� Thurs. Friday P.M. /Zl.� T A.M. Inspection Made P.M. inspector ~� Final inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC BEACH s APPLICATION FOR BUILDING PERMIT Owner F_nr_4cr OL, &t r Address 1'731 C..;vc Oak �u h e. Phone q- -07,'1 Architect Address Phone Contractor J to Address Phone License Number Expiration Date Lot # Block # / D Subdivision (,l n; (a Zoning Street 029 gu-,-. Okk (,G�e Between Sal✓a i'ha,r., and dew0- en d , side Valuation $ /0ty- ' 000 Purpose of Building Type Const. Dimensions : Building Lot Sz.Footings Sz. Piers Sz. Sills Greatest Span Sills Sz. Ceiling Joists Distance on Centers Greatest Span Sz. Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Heating Solid-Filled Ground Roof Flood Zone If located within a FLOOD HAZARD ZONE fill out reverse of this application. Inspections Required: 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, rough plumbing and fire place is completed and ready to cover up. 5. Rough electrical. 6 . Final inspection. In case of rejection, reinspection MUST be called SETBACKS for after corrections are made. In consideration of permit given for doing Rear Lot Line the work as described in the above statement, we hereby agree to perform said work in v o accordance with the attached plans and ACH specifications , which are a part hereof, and ¢, ?r_�' in accordance with the building regulations (a fD of the City of Atlantic Beach. o Vt- 0 Fl- (D (D Signature OWNER -, � � * C , ,,/,,.� Signature BUILDER Front Lot Line -� f F. i�iG� (� W V FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has been poured, certifying that the "lowest floor elevation is equal to or above the base flood elevation esta is ed or that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been- or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed developemnt. Date Applicants Signature ----------------------------------------------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative � "M NT OF BUILDING 6017 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I Date June une 19 , 19 Si Valuation$ 12 ,500. as Fee$ 64- 50 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that DAVID FORSTER PARKER 1739 Live teak Lane, Atla_nt-i each has permission to build Addi ti nn fin b=ne as der--p-la B I� Classification residential Zone wned by David Forster ParkPr Lot 4 Block 10 S/DUnit 6 House No. 1739 Live Oak Lane j According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE - —T r--0 O Building material, rubbish and debris 1 from this work must not be placed in public space, and must be cleared j up and/hauled away by either con- ,tractqi'o owner. `'�.✓` "fin.- s"d'� !e'.'dr`�. C.t Building Official. FOR OFFICE PERMIT DATECONTRACTOR USE ONLY NUMBER i PLUMBING ELECTRICAL SEWER WATER I low i .�V �d�� CITY OF Office of tuildiag Official EQUEST FOR INSPECTION C f 740V Date `' Permit No. � 1 Time A.M. Received P.M. District No, Job AdtJtiress Locality Owner's Name BUILDING CONCRETE ELECTRIC L w PLUMBING MECHANICAL Framing Footing 0 Rougfi-� Rough O Air.Cond.& Q Re Roofing 0 Slab O Temp Pole 0 Top Out 0 beating Lente! ❑ Fire Place ❑ Pre Fab RWY FOR INSPECTION A.M. Mon. Tues, Wed.. Thurs. Friday P.M. t( A.M. Inspection Made 0 a 7 P.M. inspector Final inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA ppro wd b„ — APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBEDIN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. GAS 'tJ 1. MUS-; lC '2(L a ELECTRI C .AL FIR ER ELECTRIC + JOURNEYMAN NAME . '" ADDRESS• )� _39 l I11LOA1C W RFD BOX BLDG.SIZE BETWEEN; tuiri mWei -I)P t RELJ>4 APT.( ) COMM.( ! PUBLIC( ! INDUS.( ! NEW( ! OLD( 1 REW.`i ) ADDtT10,k .:TRAILER ( ) TEMP.( 1 SIGNS I< ! SO. FT. SERVICE: NEW( ) INCREASE( } REPAIR ( ! FEE .__.. CONDUCTOR SIZE AMPS COPPER I I ALUM. fVnTCH OR BREAKER AMPS PH W VOLT ( RACEWAY EXIST.SERV.SIZE AMPS PH3W OLT C V RACEWAY FEEDERS NO. SIZE NO. "SIZE ` NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.500 AMPS. SWITCHES' INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP:MOTOR OTHER MOTORS AMPS CELL HEAT: KW-MEAT 0.1 OYER MOTORS H.P. VOLTAGE PHS NO. IILIN VOLTAGE PHS MISCELLANE S t c TRANSFORMERS: UNDER 600'V. OVER 600 V. NO. KVA; NO. lKVA NO.NEON TRANSF. N0. VA. MA. NIOTOR SIZE SWITCH FLASHE EACH SIGN 1_ 7 /Log. FORWARDED TOTAL FEES 4QO . 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Chesk walk ..............................a.. own OMM11 ��rr�aritxnrres: (SpcaiJY an oweterio+r Often" tnoprow±aertts wtet dssrrOed otsowho", indudixp items **A.as aK OW"W grading, s�isineps st+wsMeres, . +,.��!�podtwM.tsa�sar .t�a>�piaiv�, eald eeewat►r�t st�otwcroo.) , ........................... ............................................. _ .............._ .--- -»------• --..... -......a.. .........................................---------------- .1.----•-..-- ...........r-----......_.................................... , _........a...................... .. r a_w.._..w. .............. ....... ................a. ..w ............................................. ............................................... .w.ar.r __ _• ..a... ... . ..................................w _ • .............- .............._ --- -----• .. _.•__.... �......a..... w.•P...r...._.w-. &*A#SCApR p"MU" AM FINISH sR *M,.+ —�,.�,.�V��►�:Q` C?�, - •................»w....N.. Topsoil .........11 thiek: p Front yard;(Q side yards; ❑rear yard to --------------------------- feet behind main building• IaaWM (soodod,soddsd,or sjorippsd) p Proot yard--------------------- p side yards...................; Q rear yard -._----------....1...._.. Planting: D As speciftd and ahown.on drawings; p as follows; .. Shade treat'deciduous, _...._ caliper. ........ . a erxreaa treati .._.....__. .. to.............. ',B i B. w» .. Low llonreaainS trom deeidwous, .r....to-- -� ............ Evergr�an shrug, _... to.._. .... ',B#& Dish-f"Wiwahrubs,d luonar; ......... to.......... ......_. Vivi*"It-year ....................................................... Mediates-trowin:shrabs,ditictuovs„ --------- to......... ._._-- --.-. -. ._..--• --------------------- ._ . Low- '►fit shro*deciduous, ---- to ....... ..................... .._ ._ se t�tCa► ttr-•TI►is exhibit flh&U be ldeutilkd by the signature of the builder, or tho"fro ►riBaSor it tiM latter I known at the tins of aplecattDas, .........._..-. w--------- -- Signature ------- . . -- . . ..��,�.. .« Si�nw►tr►. ................. r......_.. .........+�..,�..................a aica)taTxa3IPB 8"LUEPRENT SERVICeg k ' v. _ r , TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAM DETAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE PURLIN ATTACH EXTERNALLY WITH O 4 ATTACH EXTERNALLY WITH(4) LOCATION T WIDE STRAP PER 114'DIAMETER 3`LAG #10 x 314'SCREWS THRU r ATTACH INTERNALLY WITH(4) HOST STRUCTURE SCHEMATIC PLAN SCREWS AT 12'O.C.AND 1 SLOPED OR FLAT #10 x 314'SCREWS THRU ATTACH INTERNALLY-WITH(2) 2x 2 x 0.125 ANGLE #10x T SCREWS INTO (3)AT EACH STRAP 2 z 2x.0.125 ANGLE I 1 x 2 z 0.050 C•CLIP #10 x 2'SCREWS INTO SCREW GROOVES. 04:z (PRE-DRILL) ATTACH INTERNALLY NOTCH PURLIN FOR INTERNAL GROOVES. WITH(4)#10 SCREWS FROM POST OR INTO BEAM AND 2 z 2 p POST AND THRU 2 x 2INTO p BOTH SIDES OF BEAM. SCREW GROOVES SELF-MATING BEAM SLOPED OR FLAT p 1 x 2 ALONG SUPER GUTTER 00 ATTACH INTO �_ BEAM SPACING EQUAL EQUAL W9TH(2)#f0 SCREWS AT 2 x 2 AT 24'O.C, 2x2 CHAIR RAIL POST PURLIN BEAM STRAP SPACING SHALL EACH END ATTACHED O SUPER ---.----__-- .----_----- -------------_BE_f2THE.BEAM.SPACING.-INTERN_ALLYFROM GUTTER --- 0. POST _.._.._ -BEAM. RECEIVING CHANNEL WITH(6) O PRESSURE TREATED #10 SCREWS INTERNAL AND(6) BLOCKINGAT EACH #10 SCREWS EXTERNAL STRAP LOCATION NOTE: SEAL GUTTER WALL AT ALL CONNECTION POINTS TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALL + GENERAL NOTES AND DESIGN CRITERIA: SELF-MATING BEAM 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TOA PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. SLOPED OR FLAT 2 x 2 x 0:125 ANGLE CLIP 2 x 2 x 0.125 ANGLE CLIP ff 2.THE HOMEOWNERICONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QUALIFIED PROFESSIONAL EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER 3.THE HOMEOWNERICONTRACTORSHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL.DETAILS. WITH#12 SCREWS INTO BOTH WITH#12 SCREWS INTO 4:SITE SPECIFIC'ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,ANDIOR CONDITIONS NOT COVERED BY THE SPAN TABLES. MEMBERS. GIRDER. I 5.THE 2004 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20;TABLE 2D02,4. 6.MAXIMUM PURLIN SPACING IS 7=0'.FOR SPANS GREATER THAN 35.0,INTERNAL LATERAL BRACING IS REQUIRED FOR STABILITY. 7.MEAN ROOF HEIGHT SHALL BE LESS THAN OR EQUAL TO 30 FEET.THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOST STRUCTURE. ATTACH NOTCH BEAM :' O O O ATTACH TO STUD FRAME i B.THE EXPOSURE CATEGORY IS PER SITE LOCATION-C FOR STRUCTURES ALONG THE COAST AND B fOR ALL OTHERS: ' INTERNALLY FOR POST O O O WITH 114'DIAMETER 3' 9.THE BASIC WIND SPEED ISIESSTHAN OR EQUALTO 150 M.P.H.THE IMPORTANCE FACTOR IS EQUAL TO 0.77. FROM BEAM. p p p LAG SCREWS(PRE-DRILL). 10:THE SPANS ARE BASED ON AN OPERBUILDING ENCLOSUREALASSIFICATION, - O. N THE TYPICAL DETAILS SHOWN ARE INDICATIVE A STANDARD INSTALLATION.THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS. O; O _ O O ATTACH r0 MASONRY OR .12•CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STABILITY. p; p. Q p CONCRETE WITH 114' 13,INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED SPACING IS PROHIBITED, ATTACH INTO CONCRETE WITH WITH MIN. -14. FOR GABLE,HIP AND HALF MANSARD ROOFS,AN INCREASE OF 10%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS,VERIFY MINIMUM POST SIZE ADEQUACY, O. O O O' EMBEDMENT OF 3. 15. FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 20%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY. 2x2AT24'O.C. `' OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. E 16.SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 174 TO 113 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM. .. O O O 111 SEE TABLE FOR DISTRIBUTE MINIMUM NUMBER OF GIRDER SHALL O O O SCREWS INTO SEAT ANGLE AND- BE ONE SIZE HOST STRUCTURE OF SCRES.NUMBER BEAM SIDE&BEAM MAY BEAM DEEPER GIRDER i ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED T0. 150`M.P.H:, OF SCREWS. O ---III FLUSH WITH2 x 2INSTEAD OF TRIBUTARY I POST SPACING 4'-ON 5'-0" 6' Q" 7'-0" 8'..0" TRIMMING TO FIT AROUND.2x 2 BEAM POST EXPOSURE CATEGORY B C B C B C B. C 8 C MINIMUM POST SIZE AND#OF SCREWS SELF-MATING BEAMS 2x4x0.044x0.100 .12'--10 10'-8" 11'-6"., 9'-6 10'-6" 8'-8" 9'-8" 8'-1" 9'-1" 7'-6' ; BEAM SIZE POST SIZE. #8:. #10 #.12 g F TYPICAL WIND BRACE DETAIL-AT ROOF FRAMING I 15'-1" 12'-6" 93'-6" 1.1'-3" 121-4" 10'-3° 1V-5" 9'-6" 10'-8" 8'-ION 2x3 2x3 6 4 4 =o sELFMAr.INc 2x5x0.050x0:100 � 2x4 2x3 8 . 6 4 BEAM 2x6x0:050.x0.120 18'-1" 15'-1" 16'-2 13'-16", 14'-9" 12'-3 13'-8 11'=4" 12'-:9" 10'-8" � I. 10 8 6o p 2x7x0.055x0.120 .20'-5" 17'-0" 18'=3 15'-2" 16'-8" 13'-.10" 15'-5" 12'-10" 14'-5" 12'-0" y 2x6 2x3' a. 0 2x8x0A72x0:224 28'-9" 23'-11" 25'-8" 21'-4 23'-5' 19'-6" 21'-8" 18'-1 20'-3" 16'-10 $ 2x6 2x4. 10 8 6 - . ul 2x7 2x4 14 12 10 m 2x2Wit0 L 2 x 9 x 6.072 x 0.224 30'-0" 25'-10" . 27':9" 23'-1" 25'-4" 21'-1" 23'.-6" 19'-6" 21'-11" 18'-3" - ) n N 1 n 1- N N N ' 1 N N 1 N m N LL� 2 x 9 x 0.082 x 0.310 30'-0. 291-4 30 =0. 26 -3 28'-9 23'-11 26'-8 22 -2 24'-11 20.-9 2x8 2x5 16 14 12 . . 0 WALL TOP 2 x 10 x 6.092 x 0.369 30'-0" 30'-0" 30'.-0": 30'=0": 30'-0" 27'-10" 30'-0" . 25'-9" 29'-0" 24'-1" 2x.9 2x6 18 1.6 14 m� wuLroP 2 x 10 2 z 8 22 24 18 '_. SKEWED o�125ATHICK SNAP EXTRUSIONS Q' ANGLE CLIP WITH 1 n 1 n 1 n 1 n 1 n 1 N 1 n 1 x 1 n 1 N o ATTACH WITH A (z)s«10 scREws lNro 2 x 2 x 0.044 x 0.044 8 -0 7 -0 7 -5 6 -3 6=10 5 -8 6-4 5-3 5 -11 4 =11 MINIMUM SPACING AND EDGE DISTANCES SKEWED ANGLE CLIP 21 EACH MEMBER BOTH 1 N 1 NN 7'-5" 8'-3" s'-10 r-s° s'-5" �- OR NTH(2)#10 SIDES..OR_WITH(2)-#10 2 x 3 x 0,045 x 0.045 101-11" .9 -1 9 =9 8'-1 8'-11 mpi SCREWS THROUGH ii t #8 #10 #12 �++y BRACE AND 8dT0 SCREWS THROUGH 51 o a BRACE AND INTO m. ( MINIMUM SPACING ._ 518" 314" 1° _" 2 x 2 WALL TOP. I NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. a m POST ROOF BEAM. I J MIN,EDGE DISTANCE . :5/16" 318" 1/2" BEYOND Z In 1 TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE CONTINUOUS SLAB ON GRADE SLAB ON GRADE W! FOOTING PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES' I POST 2x220.125 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE �`,`� OF POST WITH(2)#10x 314' sx6 Wl.axWl.4 WWF / 64 DRAWING I OF 5 SCREWS INTO POST AND(1) tA'TAPCONINTO CONCRETE REVISIONS WITH 2'MINIMUM EMBEDMENT, 1x2 BASE SCREEN CHANNEL -_ ��-- -_ DRAWING EFFECTIVE 1 JANUARY 2005 CONTiNUOUSVITHI/4' So SD I to i COUNT TAPCONS AT 24'O.C. .N 4 INSTALL ADDITIONAL ANGLES AND WITHIN 6'OF POST FOR EACH 2'INCREASE IN PERMIT NUMBER: O O 10, (1)#S CONTINUOUS 8' o 2'MIN. POST DEPTH. EDGE 00 - I PROJECT DESCRIPTION: OFFSET NOTES: 1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR RESAR SHALL BE 3.. ,1 2.REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WREFABRIC SHALL BE A185. \ 3.FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. v-6. 4.SLAB ON GRADE WITHOUT FOOTING MAY BE USED FOR ROOF AREAS LESS THAN 350 SQ FT OCCUPANCY/USE TYPE. SINGLE FAMILY 1 NOTES: OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SQ.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIAL. I ` 3 5.MINIMUM SLAB THICKNESS SHALL BE 3-1/7 ACTUAL THICKNESS. ❑ MULTI-FAMILY ❑ INDUSTRIAL 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY. I 2.ALUMINUM ALLOY MEMBERS.SHALL BE ISOLATED AS REQUIREDRECOMMENDED FROM 7.PILE TYPE FOOTING SHALL HAVE 318'-DIAMETER THREADED RODS 1'-O LONG THROUGH POST EACH WAY, I OTHER MATERIALS TO PREVENT.CORROSION. 8.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. 10 COMMERCIAL ❑ OTHER. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTEC TYPICAL'BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES HOST STRUCTURE HOST STRUCTURE PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ROOF VIEW VIEW VIEW VIEW VIEW VIEW VIEW VIEW ROOF PLAN BEAMBE A Ag ROOF PIAN 0v VA VIEW Lffi3 a 3 a 3 a VIEW w> Djg� �+ w m w ' z <� �u�u{{ '�`�' 1 LIJN 4� 2z A � yw ui � o 2 x 2 BRACE y w w ,�-i y w 2 BRACE a _� (TYPICAL) y w �p ,� - END WALL (TYPICAL) 3 a END WALL ELEVATION END ION END WAIL u. ELEVATION END WAIT END WALL END WALL CHAIR RAIL w 2 x 2 BRACE ELEVATION END WALL CHAIR RAIL `�w ELEVATION ELEVATION ELEVATION POST 2 x 2 BRACE ELEVATION POST (TYPICAL) (TYPICAL) END WALL FOUNDATION END WALL FOUNDATION ELEVATION (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES EAVE RAIL EWE RAL FOR L-SHAPED HOST STRUCTURE HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) O O O O ROOF PLAN GIRDERA�' ROOF PLAN < ROOF PLAN VIEW BEAM VIEW 3� VIEW 3� O O`� 5 x 4 x 0.125 PLATE ROOF PLAN 3 r 2x2BRACEWITH(6)#10 SCREWS 0 45 DEGREE TRIANGULAR 0.125 PLATE VIEW > O \ _��__�"� WITH(8)#10 SCREWSAS SHOWN �`-)` 0 � � g a- 2 x 2 BRACE 0\ INTO POST AND(4) O O 0 #10 SCREWS INTO "'`L Qty END WALL O BRACE p END WALL END WALL CHAIR RAIL �'1° w ELEVATION END WALL O O ��0 2 x 2 x 0.044 BRACE 3132'DIAMETER STAINLESS STEEL CABLE ELEVATION ELEVATION POST 2 x 2 BRACE ELEVATION 0\� O O O FOUNDATION FOUNDATION (TYPICAL) (TYPICAL) 0 \ (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. 5 x 12 x 0.125 PLATE O NOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. POST WITH(8)#10 SCREWS �� POST EXTENDS MORE THAN 18'-0"FROM THE HOST STRUCTURE. INTO POST AND(4)#10 \0 00 Vx 12'x SCREWS INTO BRACE \\\ WITH 2)1 4'DIAMETER TAPCONS _ ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP T0150 M.P.H. CHAIR RAIL 00 00 00 BEAM SPACING 4'-0" 5'-0" 6'-O" T-0" 8'-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS O SELF-MATING BEAMS ALLOYSHALL BE6063-T5.MINIMUM BENDING STRESS=15,ODO PSI. 4 x 4 x 0.125 PLATE WITH(6)#10 SCREWS '� p INTO POST AND(4)#10 SCREWS INTO O 2 x 4 x 0.044 x 0.100 17'-3" 151-5" 14'-6" 13'-10" 12'-Ion MINIMUM THICKNESS=0.040 INCHES. POST BRACE AND(2)#10 SCREWS INTO BASE �0 0� p, 00 2x5x0.050x0.100 20'-3" 19'-0" 17'-6" 16'-0" 15'-0" 2 x 6 x 0.050 x 0.120 24'.4- 21'.9" 19'-10" 18'-4" 1 T-2" TYPICAL ALLOWABLE SPAN INCREASES 2 x 7 x 0.055 x 0.120 28'-6" 25'-6" 23'-6" 22'-0" 20'-6" PERMITTED FOR SELF-MATING BEAMS 0 0 0 2 x 2 x 0.044 BRACE O O'Of (2)1/4'TAPCONS AT BASE OF FRAME POST Z X 8 x 0.072 x 0.224 381-6" 34'-6" 31'-5" 291-1- 27'-3- 00 2 x 9 x 0.072 x 0.224 411.8" 371-3" 34'-0" 31'-6" 29'-6" ELEVATION BASE RAIL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE 2 x 9 x 0.082 x 0.310 47'.4" 42'-4" 38'-7" 35'-9" 33'-5" BRACES ARE NOT SPAN SPAN x 1.1 SPAN x t.2 SELF-MATING BEAM REQUIRED FOR 2 x 10 x 0.092 x 0.369 50'-O" 49'-3" 44'-11" 41'-7" 38'-11" NOTE:SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE. TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-On SLOPED ORFLAT THE TA SPANSBUTATED SNAP EXTRUSIONS 2x 2x0.125ANGLE O� 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" O o o, 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" 00 o00 __ SECTION VIEW O O O 1/0017 PURLIN BEYOND (4)#10 x T SCREWS / O O > INTO INTERNAL / GROOVES OF POST PURLIN 1/2 OF SELF-MATING BEAM RECEIVING CHANNEL TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSURES MAY BE SUBSTITUTED PURLIN FOR THE H-CHANNEL DRAWING 2 OF 5 -' 2 x 2 x 0.125 ANGLE � TRIM OUTSTANDING i KNEE BRACE PURLIN NOT SHOWN (1)#8 SCREW AT "' SELF-MATING BEAM z SEE TABLE FOR 24'O.C.TOP AND WIGDpTOFITBEAM io OI SIZEAND BOTTOM REVISIONS 1/2 OF SELF-MATING BEAM I O O O CONNECTORS i0 000 `/ O DRAWING EFFECTIVE t JANUARY 2005 zo O KNEE BRACE LENGTH 00 00 O O 00 v PLAN VIEW 0 MINIMUM SIZE KNEE BRACE AND CONNECTION 6 MIN. ALUMINUM PLATE BRACE LENGTH EXTRUSION CONNECTION 0.125 THICK BOTH }� 0'TO 2'-0' 2 x 2 x 0.044 2H-CHANNEL WITH 3#10 EACH SIDE SIDES WRH EA3'- 'x SCREWS 1/2 OF SELF-MATING BM TO 3'•0' 2 x 3 x 0.050 2'H•CHANNEL WITH 3#10 EACH SIDE INTO INTO EACH MEMBER TO 4'4'6' 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST BEING SPLICED. AND ATTACH WITH(4)#10 EACH SIDE 0 PURLIN NOTE:ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACESZ NOTE:DETAIL APPLIES L. GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAYBE ARE ON BOTH ENDS OF THE SPAN.FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF 112 THE INTERNAL OR EXTERNAL.USE 0.125'THICK PLATE AND(12)114'SCREWS FOR 2 x 9.USE 0.25' � NOTE: STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BFAMIGIRDER. KNEE BRACE LENGTH IS ALLOWED. THICK PLATE AND(16)1/4'SCREWS FOR 2 x W. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES�LISTED ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEEil O 120 M-P.H. POST SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" POST SPACING 4'-0" 5'-0" 6'-0" 718'-0" EXPOSURE CATEGORY B C B C B C B C B C EXPOSURE CATEGORY B C B C B C BB C SELF-MATING BEAMS SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 16'-5" 13'-7" 14'-8" 121-2" 13'-5" 11'-1" 12'-5" 10'-3" 11'-7" 9'-7" 2 x 4 x 0.044 x 0.100 14'-7" 12'-6" 13'-0" 11'-2" 11'-11" 10'-2" 11'-0" 10'-3" 8'-10" 2 x 5 x 0,050 x 0.100 19'-4 16'-0 17'-3- 14 -4 15'-9 13'-1 14'-7 12'-1 13 -8 11 -4 2 x 5 x 0.050 x 0.100 17'-1" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 12'-11" 12'.1" 10'-4" N N 1 N 1 N p X M N 1 N 1 N 2 x 6 x 0.050 x 0.120 23'-2" 19'-2" 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" 2 x 6 x 0.050 x 0.120 20'-6" 17'-7" 18'-4" 15'-9" 16'-9" 14'-5" 15'-6" 14'-6" 12'-5" 2 x 7 x 0.055 x 0.120 26'-2" 21'-8" 23'-4" 19'-4" 21'-4" 17'-8" 19'-9" 16'-4" 18'-6" 15'-4" 2 x 7 x 0.055 x 0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-6" 161-4" 14'-0" 2 x 8 x 0.072 x 0,224 36'-9" 30'-5" 32'-10" 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 211-6" 2 x 8 x 0.072 x 0.224 32'-7" 27'-8" 29'-1" 25'-0" 26'-7" 22'-10" 24'-7" " 23'-0" 19'-9" 2 x 9 x 0.072 x 0.224 39'-9" 32'-11" 351-7" 29'-6" 32'-5" 26'-11" 30'-0" 241-11" 28'-1" 231-3" 2 x 9 x 0.072 x 0.224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9" 241-8" 26'-7" " 24'-11" 21'-4" 2 x 9 x 0.082 x 0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26'-5" 2 x 9 x 0,082 x 0.310 40'-0" 32'-11" 351-9" 30'-7" 32'-8" 28'-0" 30'-2" " 28'-3" 24'•3" 2 x 10 x 0,092 x 0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-11" 37'-1" 30'-911 2 x 10 x 0.092 x 0.369 46'-31' 37'-9" 41'-7" 35'-1" 38'-0" 32'-7" 35'-2" 3 - " 32'-11" 28'-3" SNAP EXTRUSIONS SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 9'-5" 8'-411 8'-9" 71-9" 8'-3" 71-3" 7'-10" 6'-9" 71-6" 61-3" 2x2x0,044x0.044 7'-10" 6'-4" T-3" 5'-11" 6'-10" 5'-6" 6'-6" 5'-3" 6'-2" 5'-0" I p 1 p N 1 M 1 N p I N Flo. M N M 1 N 1 N i N p 1 N 11 p I " 2x3x0.045x0.045 13 -0 11 -6 12'-1 10 .4 11 -4 9'-5 10'-7" 8 -9 9 -10 81-2 2x3x0,045x0,045 10'-9 8'-9 9 -11 8 -1 9 -4 71.7 8 -11 T-3 8'-6 6 -1 ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. SELF-MATING BEAMS SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 13'-7" 11'-7" 12'-2" 10'-4" 11'-1" 9'-6" 10'-3" 8'-9" 9'-7" 81-2" 2 x 4 x 0.044 x 0,100 13'-7" 11'-4" 12'-2" 10'-2" 11'-1" 9'-3" 10' 3" 8'-7" 9'-7" 81-0" 2 x 5 x 0.060 x 0.100 16'-0" 13'-8" 14'-4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9'-8" 2 x 6 x 0.050 x 0.100 16'-0" 13'-4" 14'-4" 111-11" 13'-1" 10'-11" 12'-1" 10'-1" 11'-4" 9'-5" 2 x 6 x 0.050 x 0.120 19'-2" 16'-4" 17'-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 131-7" 11'-7" 2x6x0.050x0.120 191-2" 16'-0" 171-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-7" 11'-4" 2 x 7 x 0,055 x 0.120 21'-8" 18'-6" 19'-4" 16'-6" 17'-8" 15'-1" 16'-4" 13'-11" 15'-4" 13'-1" 2 x 7 x 0.055 x 0.120 21'-8" 18'-1" 19'-4" 16'-2" 17'-8" 14'-9" 16'-4" 13'-8" L 15'-4" 12'-9" 2 x 8 x 0.072 x 0.224 30'-5" 26'-0" 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6" 18'-4" 2 x 8 x 0.072 x 0.224 30'-5" 25'-5" 2T-3" 221-9" 24'-10" 20'-9" 23'-0" 19'-2" 21'-6" 17'-11" 2x9x0.072x0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-11" 22'-11" 24'-11" 21'-3" 23'-3" 19'-10" 2x9x0.072x0.224 32'-11" 27'-6" 29'-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19'-5" 2 x 9 x 0,082 x 0.310 37'-5" 31'-10" 33'-5" 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 2 -6" 2x9x0.082x0.310 37'-5" 31'-2" 33'-5" 27'-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" 2' 2 x 10 x 0.092 x 0.369 43'-6" 37'-1" 38'-11" 33'-2" 35'-6" 30'-3" 32'-11" 28'-0" 30'-9" 26'-3" 2 x 10 x 0.092 x 0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29'-7" 32'-11" 27'-5" 30'-9" 25'-8" SNAP EXTRUSIONS SNAP EXTRUSIONS 2x2x0.044x0.044 8'-4" T-6" 7'-9" 6'-9" T-3" 6'-211 6'-911 51-9" 6'-3" 5'-4" 2x2x0.044x0.044 8'-4" T-5" 7'-9" 6'-8" 7'-3" 6'-1" 6'-9" 5'-7" 6'-3" 5'-3" 2x3x0.045x0.045 11'-6" 9'-10" 10'-4" 8'-10" 9'-5" 8'-1" 8'-9" 7'-5" 8'-2" T-0" 2x3x0,045x0.045 11'-6" 9'-8" 10'-4" 8'-7" 9'-5" T-10" 81-9" T-3" 8'-2" 6'-10" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063.76.PURLINS,ANGLES AND CHANNELS ALLOY NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY SHALL BE 6063-T5.MIN BENDING STRESS=15.000 P.S.I.MIN THICKNESS=0.040 INCHES. SHALL BE 6063-75.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES. a LL s PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 5 REVISIONS Z DRAWING EFFECTIVE 1 JANUARY 2005 " 4 w rn �1 Z 0 CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. ALTERNATE ALLOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, E TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE HIP AND HALF MANSARD ROOF BEAMS..-<= 150 M.P.H. STRAP 3'WIDE STRAP PER 1/4'DIAMETER x 3'LAG BEAM SPACING 4'-0" 5'-0" 6'-0' T-0" 8'-0" HOST STRUCTURE LOCATION SCHEMATIC PLAN SCREWS AT 12'O.C.AND 2x 2 x 0.125 ANGLE (3)AT EACH STRAP SELF-MATING BEAMS 64:1 WITH(4)#10 SCREWS (PRE-DRILL) 2 x 4 x 0.044 x 0.100 18'-Il' 16'-11' 15'-11" 15'-2" 14'•1" INTO BEAM AND z x z BOTH SIDES OF BEAM. 2 x 5 x 0,050 x 0,100 22'-3" 20'.ION 19-3- 17'-7' 16'-6' SELF MATING BEAM 2 x 6 x 0.050 x 0.120 26'.9' 23'-11" 21'-9" 20'-T 18'-10" SLOPED OR FLAT O 2 x 7 x 0.055 x 0.120 31'.4" 28'.0" 25'•10' 24,-? 22'-6" BEAM SPACING EQUAL EQUAL WITH(2#10 SCPER tREWS A1TTiER Oo 2 X 8 X 0.072 X 0.224 42'.411 371-11- 341.6" 31'-11" 29'-11" STRAP SPACING SHALL EACH END ATTACHED O GUTTER '- " '_ " '_ " '. " '- " BE 1/2 THE BEAM SPACING INTERNALLY FROM O 2 X 9 X 0.072 X 0.224 45 10 40 11 37 4 34 7 32 5 NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063 T6.PURLINS,ANGLES AND CHANNELS ALLOY BEAM. SHALL BE 6063-T5.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.0401NCHES. O 2x9x0,082x0.310 52'-0" 46'-6" 42'-5" 39'-3" 36'-9" RECEIVING CHANNEL WITH(6j PRESSURE TREATED #10 SCREWS INTERNAL AND(6) BLOCKING AT EACH 2 X 10 X 0,092 X 0,369 56-ON 54'-2' 49'-4" 45'-8" 42'-9" #10 SCREWS EXTERNAL. STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS, SNAP EXTRUSIONS ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL 2 x 2 x 0.044 x 0,044 10'-1" 9'-5- 8'-10" 8'-5" 8'-0" SELF-MATING BEAM POST 2xb0.125 ANGLE EACH SIDE 2 x 3 x 0.045 x 0.045 IT-11" 12'-11" Il'-ll" IV-,r 10'-4- SLOPED 0'-4" SLOPED OR FLAT OF POST WITH(2)#10 x 314' SCREWS INTO POST AND(1) NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. 114'TAPCON INTO CONCRETE NTH 2'MINIMUMEMBEDMENT. ALLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS-<= 150 M.P.H. 1x2 BASE SCREEN CHANNEL NOTCH BEAM CONTINUOUS WITH 114 SELF-MATING BEAMS ATTACH TAPCONS AT 24'O.C. INTERNALLY FOR POST AND WITHIN 6'OF POST INSTALL ADDITIONAL ANGLES FOR EACH 2'INCREASE IN 2 x 4 x 0.044 x 0.100 20'-8" 18'-6" 1 T-4" 16'-7" 15'-4m FROM BEAM. o 00 0 o POST DEPTH. 2 x 5 x 0.050 X 0.100 24'-3- 22'-9" 21'-0" 191-71 1$'-0" O1 BRICK STEM WALL W/fYPE S OR N n n n n � O I MORTAR. 1'WIDE 16 GAUGE STRAP 2 X 6 X 0.050 X 0.120 29'.2 26'-1 23'-9 22'-O 2O -7" ATTACH INTO REQUIRED AT EACH POST.ATTACH " ' ^ ' 2 x 2 AT 24'O.C. O O 00 TO POST WITH(2)#10 SCREWS AND 2 x 7 x 0.055 x 0.120 34'-2" 30'-7- 28 -2 26 -4 24 -7- .00 2 x 2 x 0.125 SEAT ANGLE. SEE TABLE FOR DISTRIBUTE MINIMUM NUMBER OF TO FOOTING WITH 114'TAPCON WITH " " " ' " ' " MINIMUM NUMBER O O O 2'MINIMUM EMBEDMENT. 2 X 8 X 0.072 X 0,224 46 -2 41 -4 37 -8 34 -10 32 -8 SCREWS INTO SEAT ANGLE ANDALLOY OF SCREWS. O BEAM SIDES.BEAM MAYBE TRIMMED STRIP FOOTING OR 2 X 9 X 0.072 X 0.224 50'-0" 44'-8" 40'-9" 37'-9" 35'-4" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS S. FLUSH WITH 2 x 2INSTEAD OF SLAB W/THICKENED EDGE ^ , ^ , " " " SHALL BE 6063-T5.MIN SENDING STRESS=15.000 P.S.I.MIN THICKNESS=0.040 INCHES. TRIMMING TO FIT AROUND 2 x 2. PER TYPICAL DETAILS 2 x 9 X 0,082 x 0.310 56'-9 50 -9 46 -3 42 -10 40'-1 POST 2 x 10 x 0.092 x 0,369 60'-0" 59'-IN 53'-10" 49'-10" 46'-8" MINIMUM POST SIZE AND#OF SCREWS SNAP EXTRUSIONS BEAM SIZE POST SIZE #8 #10 #12 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3 2x3 6 4 4. W8 • 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" 2 x 4 2 x 3 8 6 4 NOTES: NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 2 X 6 20 3 10 8 6 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM TYPICAL RISEMRANSOM WALL DETAIL _ OTHER MATERIALS TO PREVENT CORROSION. 2 X 6 2 X 4 10 8 6 u� 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 2'EMBEDMENT. 2 x 7 2 x 4 14 12 10 m 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO#-0'. -SLOPEDELF OR F BEAM � SLOPED OR FLAT 2 X 8 2 X 5 16 14 12 0 6 TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 2 x 9 2 x 6 18 16 14 POST OF POST NTH L(2)#10 x 3/4"E EACH E d ME SCREWS INTO POST AND(1) 200 10 2 x 8 22 20 18 z� 1/4'TAPCON INTO CONCRETE o WITH 2'MINIMUM EMBEDMENT. O 2 COMPOSITE SHAPE TOP AND BOTTOM MINIMUM SPACING AND EDGE DISTANCES = 1x2 BASE SCREEN CHANNEL O o CONTINUOUS WITH 114" 0 #8 #10 #12 ly TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES p o¢ AND WITHIN 6"OF POST MINIMUM SPACING 5/8" 3/4" 1" z O O FOR EACH 2'INCREASE IN o POST DEPTH. MIN.EDGE DISTANCE 5/16" 318" 112" ° o BLOCK STEM WALL W41)#5 CONT. ZAT TOPLLEND F RNE RECEIVINGCHANNELPATIO/POOL SCREEN ENCLOSURES '�' AND#5 AT WALL ENDSICORNERS THRU-BOLTED TO SUPPORT HOST STRUCTURE w • AND 6'-0'O.C.REINFORCED CELLS AND BEAM CONNECTION PER TABLE. DRAWING 4 OF 5 AND BOND BEAM SHALL BE y GROUTED SOLID, w STRIP FOOTING OR 2x2 POST(3'-V MAX HEIGHT) REVISIONS Z SLAB W/THICKENED EDGE AT EACH STRAP LOCATION o PER TYPICAL DETAILS ALONG SUPER GUTTER, DRAWING EFFECTIVE 1 JANUARY 2005 Z FOR ALL OTHER CONDITIONS o SIZE AS A POST BASED ON V5 SPAN AND/OR BEAM SIZE. " 0 1/4'DIAMETER LAG SCREW • 4'INTO HOST FRAMING AT O SUPER EACH POST. O GUTTER ``i7� "i NOTES: ATTACH WITH#10 SCREWS AT O n 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 12'ON CENTER, 7 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM PRESSURE TREATED > OTHER MATERIALS TO PREVENT CORROSION. RECEIVING CHANNEL BLOCKING AT EACH 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT WITH#10 SCREWS AT STRAP LOCATION INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. V ON CENTER INTO POST 4a 4. MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0". AND SUPER GUTTER. TURAL SHAPES LISTED. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUC ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS-<= 150 M.P.H. ALLOWABLE SPANS FOR CARRIER BEAM W/SOLID&SCREEN ROOF TRIBUTARY LOAD WIDTH 10'-0" 14'-0" 18'-0" 22'-0" 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-0" 50'-0" SOLID ROOF SPAN=8'-0" : EXP B : UP TO 150 M.P.H. SINGLE SELF-MATING BEAMS SCREEN ROOF SPAN 20'-0" 24'-0" 28'-0" 32'-0" 36'-0" 40'-0" 2 x 4 x 0.044 x 0.100 10'-10" 9'-2" 8'-1" T-4" 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1" 4'-10" SELF-MATING BEAM 2 x 5 x 0.050 x 0.100 12'-9" 10'-10" 9'-6" 8'-7" 7'-11" T-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8" 2 x 6 x 0.050 x 0.120 11'-2" 10'-10" 10'-4" 9'-11" 9'-6" 9'-2" 2 x 6 x 0.050 x 0,120 15'-4" 13'-0" 11'-5" 10'-4" 9'-6" 8'-10" 1 8'-4" T-10" 7'-6" T-2" 6'-10" 2x7x0.055x0.120 12'-9" 12'-3" 11'-8" 11'-2" 10'-9" 10'-4" 2 x 7 x 0.055 x 0.120 17'-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" T-9" 2 x 8 x 0,072 x 0,224 16'-9" 16'-2" 15'-8" 15'-3" 14'-10" 14'-6" 2 x 8 x 0.072 x 0.224 23'-4" 20'-7" 18'-2" 16'-5" 15'-1" 14'-1" 13'-2" 12'-6" 11'-10" 11'-4" 10'-10" 2 x 9 x 0.072 x 0.224 18'-5" 1T-9" 1T-2" 16'-8" 16-3" 15'-9" 2 x 9 x 0.072 x 0.224 25'-7" 22'-3" 19'-8" 17'-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 12'-3" 11'-9" 2 x 9 x 0.082 x 0.310 20'-0" 19'-4" 18'-8" 18'-2" 17'-8" 17'-3" 2 x 9 x 0.082 x 0.310 27'-10" 24'-11" 22'-3" 20'-2" 18'-6" 17'-3" 16'-2" 15'-4" 14'-7" 13'-11" 13'-4" 2 x 10 x 0.092 x 0.369 22'-11" 22'-2" 21'-5" 20'-10" 20'-3" 19'-9" 2x10x0.092x0,369 31'-11" 28'-6" 25'-11" 23'-5" 21'-7" 20'-1" 18'-10" 17'-10" 16'-11" 16'-2" 15'-6" SOLID ROOF SPAN=12'-0" : EXPB : UP TO 150 M.P.H. DOUBLE SELF-MATING BEAMS SELF-MATING BEAM 2 x 7 x 0.055 x 0.120 22'-5" 20'-1" 18'-3" 16'-6" 15'-2" 14'-2" 13'-3" 12'-7" 11'-11" 11'-5" 10'-11" 2 x 6 x 0.050 x 0.120 10'-4" 9'-11" 9'-6" 9'-2" 8'-10" 8'-7" 2 x 8 x 0.072 x 0.224 29'-5" 26'-4" 24'-2" 22'-8" 21'-5" 19'-11" 18'-8" 17'-8" 16'-10" 16'-1" 15'-5" 2 x 7 x 0.055 x 0.120 11'-8" 11'-2" 10'-9" 10'-4" 10'-0" 9'-8" 2 x 9 x 0,072 x 0.224 32'-3" 28'-10" 26'-6" 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 17'-4" 16'-8" 2 x 8 x 0.072 x 0.224 15'-8" 15'-3" 14'-10" 14'-6" 14'-1" 13'-7" 2 x 9 x 0.082 x 0.310, 35'-1" 31'-5" 28'-10" 27'-0" 25'-6" 24'-4" 1 22'-11" 21'-8" 20'-7" 19'-8" 18'-11" 2 x 9 x 0.072 x 0.224 1T-2" 16'-8" 16'-3" 15'-9" 15'-2" 14'-9" 2 x 10 x 0.092 x 0.369140'-3" 1 36-0" 33'-1" 1 30'-11" 29'-3" 27'-11" 1 26'-8" 25'-3" 24'-0" 1 22'-11" 22'-0" 2 x 9 x 0.082 x 0.310 18'-8" 18'-2" 17'-8" 17'-3" 16'-10" 16'-6" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6 WITH MINIMUM BENDING STRENGTH OF 15,000 PSL 2 x 10 x 0.092 x 0.369 21'-5" 20'-10" 20'-3" 19'-9" I9'-4K 18'-11" SOLID ROOF SPAN=16'-0" : EXP B : UP TO 150 M.P.W. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 9'-6" 9'-2" 8'-10" 8'-7" 8'-4" 8'-1" 2 x 7 x 0.055 x 0.120 10'-9" 10'-4" 10'-0" 9'-8" 9'-4" 9'-1" 2 x 8 x 0.072 x 0.224 14'-10" 14'-6" 14'-1" 13'-7" 13'-2" 12'-10" 2 x 9 x 0.072 x 0.224 16'-3" 15'-9" 15'-2" 14'-9" 14'-3" 13'-10" 2 x 9 x 0.082 x 0.310 17'-8" 17'-3" 16'-10" 16'-6" 16'-2" 15'-9" 2 x 10 x 0.092 x 0.369120'-3" 19'-9" 19'-4" 18'-11" 18'-6" 18'-2" ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. SHELL METAL THICKNESS 0.024" 0.032" 12" WIDE PANELS EXPOSURE CATEGORY B C B C METAL THICKNESS 0.024" WIND SPEED M.P,H. EXPOSURE CATEGORY B C 100 15'-8" 14'-9" IT-3" 16'-3" WIND SPEED M.P.H. 110 15'-2" 13'-8" 16'-9" 15'-1" 100 9'-10" 9'-3" 120 14'-4" 12'-10" 15'-10" 14'-2" 110 9'-6" 8'-7" 130 13'-8" 12'-3" 15'-1" 13'-6" 120 9'-0" 8'-1" W a 140 13'-1" 11'-8" 14'-5" 12'-10" 130 8'-7" T-8" 150 12'-5" 11'-1" 13'-8" 12'-3" 140 8'-3" T-4" 0 ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 150 T-9" 6'-11" 100 19'-0" 1T-10" 20'-11" 19'-8" METAL THICKNESS 0.030"100 10'-7" 9'-11" 110 18'-5" 16'-7" 20'-3" 18'-3" 110 10'-3" 9'-3" 120 17'-5" 15'-7" 19'-2" 1T-2" 120 9'-a" 8'-8" PATIO/POOL SCREEN ENCLOSURES 130 16'-7" 14'-10" 18'-3" 16'-4" 130 9'-3" 8'-3" DRAWING 5OF5 140 15'-11" 1 14'-2" 1 1T-6" 1 15'-7" 140 8'-10" T-11" co 150 15'-In 1 13'-6" 1 16'-7" 1 14'-10" 150 8"-5" T-6" REVISIONS W ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS Z METAL THICKNESS 0.050" DRAWING EFFECTIVE i JANUARY 2005 W 100 22'-1" 20'-9" 24'-3" 22'-10" 100 12'-6" 11'-9" 110 21'-4" 19'-3" 23'-6" 21'-2" 110 12'-1" 10'-11" 120 20'-2" 18'-1" 22'-3" 19'-11" 120 11'-5" 10'-3" W cn 130 19'-3" 17'-2" 21'-2" 18'-11" 130 10'-11" 9'-9" 140 18'-6" 16'-5" 20'-4" 18--l' 140 1 10'-6" 1 150 17'-6" 15'-8" 19'-3" 17'-2" 150 9'-11" I NOTE:ALUMINUMALLOY 3105-H 14 OR-1-125 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI. NOTE:ALUMINUM ALLOY 3105-1-128 WITH MINIMUM TENSILE BENDING z INSULATION DENSITY=1 PCF. STRENGTH OF 26,000 PSL CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED.