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Permit 1748 Live Oak Lane (vault) :M CITY OF ATLANTIC BEACH st J 800 SEMINOLE ROAD k ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 04-00027613 Date 2/03/04 Property Address . . . . . . 1748 LIVE OAK LN Tenant nbr, name . . . . . . INSTALL NEW GARAGE DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1320 Owner Contractor - ----- - -- -- -- ------ -- --- - -------- -- - ----- - --- --- CUTLER, H. O. OVERHEAD DOOR CO. OF JAX 1748 LIVE OAK LANE 6884 PHILIPS PARKWAY DR. N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268-1627 ---------- ------- ------ -- - ------------- -------- ----------- - - - - - - --- - ---- ---- Permit . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1320 Fee summary Charged Paid Credited Due ------------ ----- - ------ - - - - - - ---- -- - - ---- - - - - - -- --- ----- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 k BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT His rr ssi S. Doerr 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 r S7ff3'j (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # QL4 - 2 -j(o (.5 Property Address: 1-148 Live Om�— L�,i - Applicant: C)VEYLt-�-&0 'DdpR- Project: "R)E?L / [K) -C,NU.,. cfAm�c�IE at�fz� This permit application has been: O�KApproved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: � Date: c Lvc� Jan-27-04 01 :37P Johnson Controls-HILL 9045730644 P.01 CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,SKYLIG41TS AND GARAGE DOORS OF SINGLE—>FAMMY OR TWO-FAMILY (DUPLEX) CON$TRUCTIOI\ a1 a r� Date:: / �7 AO ]ob Addrass: ?4 D L. 1V(, 04%�. e, �J Uwnc is Name' V Address: I !t _00.X. L Q/!V--, Legal Description: Block Number: _ Lot Numbcr: Zoning District: Contractor: ft boo State license Number: Address: K \ City: <- � 1L.5 �1/I State: Zip-.12,>.J 1Fax. Describe proposed use and work to be done: Present use of Jand or building(s): Valuation of propuscd construction: f f 3.ao Is approval of Hooieowner's Associa n o ther�prieentity requ' d'? If yes,please m0mit with this application Building Data: Meats Roof Helgbt .__(ft) Building Widtb (R) Boilpag Ltogth (A) Roof Slope "Wisdow Elevation from Grade (tt) �� 47([t) Oidtb (h) Measurement from career of building to window a_s (A) S 1 / 0 s A 4 ` S S NO Senainesle Road Atlantic Besea,Florida 32233.5445 Mae. (904)241-580 - Pax: (904)247-5845 • httpt#www.ci.atlaetit-bt4tb.A" Palet Rs"*W 1/27/0.1 i d OptL-st.Z-nps .+.t�n� iuiZSFJyp cit . t T *0 La urr Jan-27-04 02 : 38P Johnson Controls-HILL 90457301644 P.02 Procedure: In order to*"dim havast:e of permits OEM*hot inforsuffiew as sepmri tacahptote opplkaoons say result is delay ill nuance of permit. in addition to tb*baildial data,the following information is required: I. Msaafaeterer's Teat Report 2. Inaullatioa rrvesdures 3. Window DescriptionlType 4_ Garago Door Deseriptieafl'yps 5. Skylights Descriptiourfype 6- Elevation view of Window Locations I herehy certify that all infoenadon ptovided with this cation is ootresa. ~1+ %Vwure of Owttrr:_. / .��5 .•- Date,_ i sh� 1 hueby wrtify drat 1 have road and exaninod tM%Application and know tM same w be trot wed wrma All Povitinrts of rite laws and rxdautues prverning this type of wont wit)be onmplictl with.whether spadliied heroin or not. Ilse granting of a*emit docs not presume to 10vc autlt xity to violtnt n cartel the provision of any federal,rotate or imal rules,regul:aions,ordinances,Or laws ir:any tttarutc►,including the govetningof consuucainn or the perfarrunm of conatruction of the propoty. 1 uttdarsuutdthrl the issue of'this"is ountinSm upon the shone inrwma m being trim mrd comets amt that the plans and supporting data have horn ur shall be provided m requkr4 y Date: Address and contact m1brmation of person to receive all cormpondcacc regarding d►is apptir ation(please jprin%N Name: ;.' _,_ Mailing Address://1/7 - Telephone: Fax: fk%,rjt•JiAlI _E-Mail:�i,6. lwe ,E`r r 4ct&f.nV' AS TO OWNER: ,/� Sworn to and subscribed before rna this y�=-�- ---day of 20 State of Florida,County of Duval Catherine B.Whaley 'otit�Y� Notary's Signature: ate' c Commission#CC 981236 9�q Expires Dec. 11,2004 %,�';of f� �• Bonded Thou } Personally known ��amo Atlantic Bonding Co., Inc [j Produwd identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me thisday of State of Florida,County of Duval p���i� Catherine B.Whaley `'— M_41� Commission#CC 981236ary's 5ignaturt:� E�gin ' 2004 Personally known Atlantic Bonding Co.,Inc. Produced iddolification Type of identifiratittn produced ^, ,,,, 806 Seasiaaie Rad -Adawtic Beach,Florida 32233-5445 Phone: (904)247-5500 - Fart: 1904)247-5845 bttpJlwwv..c�sKswtic-Heseh�ll..a Patte 2 Ravtwa IMM .jatzm0l autztit•4143 st.t'ttt i0 LZ uec 7•d 00[L-8*Z-1.06 f/eo�inaG&&wec &21 A P P R O V E D (ATY 0' ATLAl�ViG i-'EACH Overhead Door Company RUII-DI"G OFFICE Engineering Services 1900 Crown Drive 'JAN 2 d 2004 Farmers Branch,Texas 75234 Telephone: (972) 869-1666 t4v Fax: (972) 869-1671 By.. . ODC Jacksonville 6884 Phillips Parkway Drive North Jacksonville, Florida 32256 (904)268-1627 September 24th, 2003 To Whom It May Concern: The following Overhead Door Corporation residential windload door configurations have been designed and tested in accordance with the Florida Building Code and their respective windload pressures comply with the Florida Building Code for Exposure C, 120 mph. In addition, they are all listed as compliant with the Florida Building Code in ICC-ES Legacy Report#2318. 408950 Windload, 180/280/381, 37/55.5 psf,9'-0"max 409886 Windload, 180/281/381, 31/46.5 psf, 16-0"max-Max Roof Height 15 feet 409341 Windload, 180/280/381, 37/55.5 psf, Post, 16-0"max 409888 Windload, 180/281/381,31/46.5 psf, 18'-0"max-Max Roof Height 15 feet 409337 Windload, 180/280/381, 37/55.5 psf, Post, 18'-0"max 408951 Windload,390, 37/55.5 psf,9'-0"max 409892 Windload, 390,31/46.5 psf, 16-0"max-Max Roof Height 15 feet 410026 Windload,390, 37/55.5 psf, Post, 16-0"max 409893 Windload, 390, 31/46.5 psf, 18'-0"max-Max Roof Height 15 feet 409432 Windload,390, 35.1/52.7 psf, Post, 18'-0"max 409977 Windload, 190/490, 37/55.5 psf, Post, 10'-0"max 409960 Windload, 190/490,37/55.5 psf, Post, 16'-0"max 409978 Windload, 190/490, 37/55.5 psf, Post, 18'-0"max Sincerely, Concur, Mickey Womack LeRoy Krupke, P.E. Project Engineer Registered—State of Florida Overhead Door Corporation Cc: 6 copies �. r w � , ., �,� �.�� ,, f,; y 2318 LEGACY REPORT (Issued August 1, 2003) ICC Evaluation Service, Inc. Business/Regional Office■5360 Workman Mill Road,Whittier,California 90601 ■(562)699-0543 Regional Office■900 Montclair Road,Suite A,Birmingham,Alabama 35213■(205)599-9800 WWW.icc-es.org I Regional Office■4051 West Flossmoor Road,Country Club Hills,Illinois 60478■(708)799-2305 The Subcommittee on Evaluation has reviewed the data 4. DESCRIPTION submitted for compliance with the Standard Building Code®, the SBCC/ Standard for Hurricane Resistant Residential 4.1 General Construction® SSTD 10-99, the International One and Two Family Dwelling Code, and the Florida Building Code 2001 - Overhead Residential Steel Garage doors are constructed of Building and submits to the Building Official or other authority galvanized steel with baked-on prime coat and polyester top coat having jurisdiction the following report.The Subcommittee on textured with wood grain embossing rolls or smooth rolls. The Evaluation, ICC-ES and its staff are not responsible for any doors are reinforced with hat shaped galvanized steel HS Strut errors or omissions to anydocuments,calculations,drawings, sections,tubes or C-Channels installed horizontally on the back specifications,tests or summaries prepared and submitted by side of the doors, see 4.2 below. Some of the doors are also the design professional or preparer of record that are listed in reinforced vertically with a Vertical Windload Post made from the Substantiating Data Section of this report. Portions of this galvanized steel, see 4.2.2 below. The doors were wind load report were previously included in Evaluation Reports#9618, tested to establish specified allowable wind loads. See Tables #9839,and#9839A. 1,2, and 3 for allowable loads. REPORT NO.: 2318 4.2 Reinforcing 4.2.1 HS Struts: Horizontal reinforcing, 2.25 inches depth, EXPIRES: See the current EVALUATION REPORT LISTING HSO is minimum 0.020 inches thick, HS1 is minimum 0.030 inches thick, HS2 is minimum 0.052 inches thick. HS3 is 3.5 CATEGORY: DOORS AND WINDOWS inches deep,minimum 0.055 inches thick. Steel is ASTM A 653 and A 924 galvanized G 40 ASTM A 653,with a yield tolerance SUBMITTED BY: of 30,000 psi to 55,000 psi. OVERHEAD DOOR CORPORATION 4.2.2 Vertical Windload Posts: Vertical reinforcing which is 1900 CROWN DRIVE activated by the owner when high winds or hurricane winds are FARMERS BRANCH,TEXAS 75234 anticipated. 972-233-6611 www.OverheadDoor.com Figure 1 -Vertical Windload Posts This type of post is stored near the door with a label on the door describing attachment. 1. PRODUCT TRADE NAME The post is attached at the header with a clevis pin and the floor APPROVED plate with a lock bar. Cable assemblies are wrapped around the Overhead Residential Steel GaQ� bbrbLAi�I IC BEACH center stiles and fastened to the post with bolts and wing nuts or 1.1 180 Series, Model 188/189 BUILDING OFFICE cable assemblies are wrapped through the post and attached to 1.2 280 Series, Model 281/288/381 11`` hinge clips with bolts and wing nuts. The Vertical Windload Post 1.3 390 Series, Model 391/399 JAN 2 "1 2004 is fabricated using a 14 gage channel CSE 4 inch by 2-1/2 inch 1.4 190 Series, Model 194/195 with a 0.54 inch return yield tolerance of 30,000 psi to 55,000 psi 1.5 490 Series, Model 494/495 ASTM A 653, Galvanized G 40.See Figure 1 in this report. Licensee � �a 4.2.3 4x2.5 Channel: Horizontal reinforcing,4.0 inches deep, The Genie Company Genie, GDS Series 2.5 inches wide,0.6 inch lip and 0.06 inches thick channel. Steel 22790 Lake Park Blvd. is ASTM A 653 galvanized G 40, with a yield of 40,000 psi, Alliance, OH 44601 tolerance of 36,000 psi to 45,000 psi. 2. SCOPE OF EVALUATION 4.2.4 3x2 Tube: Horizontal reinforcing,3 inch deep by 2 inch wide, by 0.065 inch thick structural tube. Steel is ASTM A 500 Structural-Transverse Wind Load Grade B Minimum Yield 45,000 psi. 3. USES 4.3 Models-Table 1 -180/280/381 Overhead Residential Steel Garage Doors are used as garage 4.3.1 180 Series: Includes 188 and 189 Models. Non- doors with specified allowable wind pressures. insulated panels available in widths up to 18 feet.Reinforced with horizontal reinforcing for doors up to 18 feet in width. Reinforced ICC-ES legacy reports are not to be construed as representing;aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2003 Page 1 of 9 2318 PAGE 2 OF 9 With Figure 1-Vertical Windload Posts and horizontal reinforcing 4.5 Models-Table 3-Series 190/490 for doors 16 and 18 feet in width. Panel steel is ASTM A 653 and A 924, 24 gage steel (0.018 inches) thick minimum 4.5.1 Series 190/490: Includes Models 194, 195, 494, and galvanized G 40 ASTM A 653,minimum yield strength of 30,000 495. Polyurethane insulated panels available in widths up to 18 psi. See Table 1 and Figure 1. feet. Reinforced with horizontal reinforcing and some wind loads require Figure 1 - Vertical Windload Post assemblies. Panel 4.3.2 280 Series: Includes 288 and 281 and 381 Models. steel is ASTM A 653 and A 924, 28 gage steel (0.012 inches) Panels available in widths of up to 18 feet. Reinforced with thick minimum galvanized G 30, minimum yield strength of horizontal reinforcing for doors up to 18 feet in width. Reinforced 30,000 psi. Models 194 and 494 are Classic Raised Panels. with Figure 1 -Vertical Windload Posts and horizontal reinforcing Models 195 and 495 are Contemporary Flush Panels.See Table for doors 16 and 18 feet in width. Panel steel is ASTM A 653 and 3 and Figure 1. A 924,25 gage steel(0.021 inches)thick minimum galvanized G 40 ASTM A 653, minimum yield strength of 30,000 psi. See 4.6 Wind Loads Table 1 and Figure 1. Overhead Residential Steel Garage Doors were subjected to 4.3.3 Series 180/280/381,9x8,37 psf,Reinforced HS2 Struts: transverse load testing under ASTM E 330. Allowable transverse Includes Models 188, 189, 281, 288, and 381. Available in wind loads are given in Tables 1, 2 and 3. widths up to 9 feet and height of 8 feet. Reinforced with horizontal Strut reinforcing. Panel steel is ASTM A 653,minimum S. INSTALLATION yield of 30,000 psi,galvanized G 40 ASTM A 653. Model 188 is an uninsulated Standard Panel,0.021 inch thick steel.Model 189 5.1 General is an uninsulated Ranch Style Panel, 0.021 inch thick steel. Model 281 is an uninsulated Standard Panel, 0.018 inch thick Overhead Residential Steel Garage Doors are installed in steel. Model 288 is an uninsulated Standard panel, 0.018 inch accordance with the manufacturer's published installation thick steel.Series 381 is an insulated Standard Panel,0.018 inch instructions, engineering drawings, and this report. thick steel. See Table 1. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions 4.4 Models-Table 2-Series 390 shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts 4.4.1 Series 390: Includes Models 391 and 399. Polystyrene between the manufacturer's instructions and this report. insulated panels available in widths of up to 18 feet. Reinforced with horizontal reinforcing and some wind loads require Figure 1 - 5.2 Allowable Transverse Wind Loads Vertical Windload Post assemblies. Panel steel is ASTM A 653 and A 924, 25 gage steel (0.018 inches) thick minimum The Design Wind Loads on the garage doors shall be galvanized G 30 ASTM A 653,minimum yield strength of 30,000 determined in accordance with Section 1606 of the Standard psi. Model 391 is Classic Raised panel. Model 399 is Building Code©, ASCE 7-98 or Section 1606 of the Florida Contemporary Ranch Panel. See Table 2 and Figure 1. Building Code 2001 -Building as applicable and shall not exceed the Allowable Transverse Wind Loads shown in Tables 1,2 and 4.4.5 Series 390, 9x8, 37 psf, Reinforced HS1/HS2 Struts: 3. Includes Models 391, and 399. Insulated panels available in widths of up to 9 feet and heights of 8 feet. Reinforced with horizontal reinforcing. Panel steel is ASTM A 653,minimum yield of 40,000 psi, galvanized g 40 ASTM A 525. Front skins are 0.018 inches thick 25 gauge, back skins are 0.011 inches thick 30 gauge. Model 391 is a Standard Panel. Model 399 is a Ranch Style Panel. See Table 2. PAGE 3 OF 9 2318 TABLE 1 -SERIES 180/280/381 ALLOWABLE TRANSVERSE WIND LOADS MODEL DOOR W DOOR H DRAWING DESIGN LOAD SERIES MAX FT-IN MAX FT-IN NUMBER POS/NEG PS REINFORCING 180/280/381 8-0 8-0 D-409338 25 HSO&HS1 280&180 9-0 8-0 D-409339 17 HSO&HS1 280&180 9-0 8-0 D-409333 20 HSO&HS2 180/280/381 9-0 8-0 D-409340 25 HSO&HS2 180/280/381 16-0 8-0 D-409335 25 HSO&HS1 & 1-VERT. POST 180/280/381 16-0 8-0 D-409341 37 HS2&2-VERT. POSTS 280& 180 18-0 8-0 D-409342 17 HS1 &1-VERT. POST 280&180 18-0 8-0 D-409343 20 HS2& 1-VERT. POST 180/280/381 18-0 8-0 D-409344 25 HS2&2-VERT. POSTS 180/280/381 18-0 8-0 D-409337 37 HS1 &3-VERT. POSTS 180/281/381 9-0 8-0 D-409887 22 HS1 &HS2 180/281/381 9-0 8-0 D-410017 50 HS3 180/281/361 10-0 8-0 D-409974 26 HS2 180/281/381 10-0 8-0 D-409975 31 HS2 180/281/381 16-0 8-0 D-409884 22 HS2&4x2.5 Channel 180/281/381 16-0 8-0 D-408832 25 HS1 &3x2 Tube 180/281/381 16-0 8-0 D-409885 26 HS2&4x2.5 Channel 180/281/381 16-0 8-0 D-409886 31 H3&4x2.5 Channel 180/281/381 16-0 8-0 D-410024 50 HS1 &3-VERT. POSTS 180/281/381 18-0 8-0 D-40988 31 HS3&4x2.5 Channel 180/281/381 18-0 8-0 D-410036 50 HS2&3-VERT. POSTS 180/280/381 9-0 8-0 D-408950 37 HS2 TABLE 1 NOTES: 1. VERT. POSTS are FIGURE!-VERTICAL WINDLOAD POSTS as described in section 4.2.2 of this report and shown in Figure 1. The allowable wind load shown for VERT. POST is based on activation of the Vertical Windload Post assembly,for hurricane activation see FIGURE 1 - VERTICAL WINDLOAD POSTS-HURRICANE ACTIVATION LABEL which must also be affixed to the garage door. 2. Series 280:281 and 288. 3. Series 180: 188 and 189. 4. Series 180/281/381: 188, 189,281,381 5. Doors were tested with top panel sections glazed with 3/32 inch thick dsb glass. 6. SI Units Conversion: 1 in.=25.4 mm, 1 ft=0.3 m, 1 psf=48 Pa. HEADERUNK Pn['lttt rl!ltllf.tult`E!r92/ WADER SUPPORT t9-91CLEMSPIN Removable Windload Post v�-�ryu«rlsir+cr.Removable Windload Post (nt fad uttlon Introduction Your garage door is equipped with a Removable Post CENTERSitI.E or posts for use against high windload conditions.Under INSTRUCTION Your garage door is equipped with a Removable Post or pasts normal operations,the Removable Post it not to be ODOR A LAMB for use against high windload conditions.Under normal engaged.'he principal of the Removable Post is to SECTION operations,the Removable Post is not to be engaged.The provide an additional structural member between the horizontal struts(see figure to left)provide the structural strength concrete floor and the header support, for normal operation and wind condisions.The principal or the Removable Pail is to provide an additional structural memtxr The Removable windload Post should be engaged between the concrete floor and the header support. C for*Ind speed in excess of 75 mph. M High\5Ilse Removabie Windtoad Past should be engaged for MNigWindload Prrnrntfan I. h the garage door. wind speed In excess of 75 mph. {teh Windload Ptparallon s 2. Unplug the garage door opener(ir equipped)and G ) r. remove pin that attaches opener drawbar arm to garage . Close the garage dooM door. 2. Unplug the garage door opener(if equipped)and remove pin 1 3. Lock both tell and right hand slide locks(if supplied). that attaches opener drawbar arm to garage door. C7 3, lock both left and right hand slide locks(if supplied). > 4. Anach the Removable Pail according to the Instruction r Label anached to the garage door section. 4. Attach the header links to the header support with a clevis CAUTION:Garage door is now in a locked pin and a cotter pin. position.Do Not attempt to operate. 5. Wrap the cable assemblies around the center stiles and fasten to the post assembly with wing nuts,bolts,washers and f" ata oz nuts that are provided. 0 409354-0= 6. Engage the hasp lock bars into the floor plait and secure. ! CABLE ASSEMBLY 7. For doors with more than one Removable Post,repeat steps 4 a through 6 on the remaining posts. ATTACH TO REMOVABLE POST REMOVABLE POST ASSEMBL CAUTiON:Garage door is now in a locked position. -Cn{ Do Not attempt to operate. g. To return to standard door operation,disengage the HASP Removable Post hasp tock bars at the floor plate and store tie lock ban in the up position.Remove the wing nuts from MOO PLATE the cable assemblies and unwrap from around the center LOCK W stiles.Store the wing nuts and cable assemblies with the ATTACH TO DOOR SECTION Removable Pari.Remove the clevis pin from The header support.Store the clevis pin with the header links on the HOMMUTAL post assembly. STRUT 409354-0000 9.1902 Overhead Dora Corporation Farmers Branch,TX 402sts41=1 'q a i7 M O to b M V1 0 . .rt it j co Me ov yiita/.Tinea tit READER tawc t/re rat�irra/ssrrrr•/<°! HEADER SUPPORT Removable Windload Post CLEMS PIN Removable Windload Post Intr cu tion CENIMA STILE Your garage door is equipped with a Removable Post or Imirod}eft ion CENTER HMJGEJHtiV4E CUP posts for use against high windioad conditions.Under Your garage door is equipped with a Removable Post or posts norms)operations,the Removable Post It not to be INSTRUCTION for use against high windtoad conditions.Under normal engaged.The principal of the)removable Post is to DOOR LABEL$ operations,the Removable Post Is out to be engaged.The provide an additional structural member between the SECTION horizontal struts(see figure to left)provide the structural strength concrete floor and the header support. Ibr normal operation and wind conditions.The principal of rhe The Removable WIndload Past should be engaged Removable Post is to provide an additional structural member for wind spttd In tscess or 75 mph. between the concrete boor ane!the header support. Hieh Windload Preparation The Removable Windload Post should be engaged for I. Close the garage door, wind speed to excess or 75 mph. 2, Unplug the garage door opener(irequipped)and Hi[h Windload Preparattog remove pin that attaches opener drawbar arm to I. Close the garage door. garage door. 3. tock both left and right hand slide locks(if supplied). ; 2. Unplug the garage door opener(if equipped)and M 4. Attach the Removable Post according to the instruction remove pin that attaches opener drawbar arm to M Label attached to the garage door section. garage door. s CAUTION:Garage door is now in a locked 3. Lock both left and right hand slide locks(irsupplied). n position foo Not attempt to operate. s. Attach the header links to the header support with a clevis 0 pin and a cotter pin. 5. Thread the cable assemblies through the post and attach to the door hinges using the hinge clip,wing nuts,bolts,washers arab O 418{17 nuts that are provided. +os354•0005 6. Engage the hasp tcek bars into the floor plate and secure. CABLE ASSENMY 7. For doors with marc than one Removable Post,repeat steps d through 6 on the remaining posts. —ATTACH TO REMOVABLE POST REMOVABLE POST ASSEMBLY CA UTION,Garage door is now in t locked position Do Not attempt to operate. ttA9P 8. To return to standard door operation,disengage the Removable Post hasp bock bars at the now plate and store the lock bars in the up position Remove the cable assemblies FLOOR PLATE - LAOIS BAR from the center hinges.Store the cable assemblies with ATTACH TO DOOR SECTION the Removshbe Post.Remove the clevis pin from the header support.Store the clevis pin with the header links on the post assembly. HORIZONTAL STRUT 409354-0003 A,9-07 Overhead Door Corporation Farmers Branch,TX sora 54-OW4 tU W J [b 2318 PAGE 6 OF 9 TABLE 2-SERIES 390 ALLOWABLE TRANSVERSE WIND LOADS MODEL DOOR W DOOR H DRAWING DESIGN LOAD SERIES MAX FT-IN MAX FT-IN NUMBER POS/NEG PS REINFORCING 390 9-0 8-0 D-409894 26 HS1 390 9-0 8-0 D-410019 50 HS2&HS3 390 10-0 8-0 D-409962 26 HS1 390 10-0 8-0 D-409966 31 HS2 390 16-0 8-0 D-409890 22 HS2 390 16-0 8-0 D-408813 25 HS3 390 16-0 8-0 D-409891 26 HS2&4x2.5 Channel 390 16-0 8-0 D-409434 27.5 HS1 & 1-VERT. POST 390 16-0 8-0 D-409892 31 HS3&4x2.5 Channel 390 16-0 8-0 D-410026 37 HS1 &2-VERT. POSTS 390 16-0 8-0 D-410025 50 HS1 &3-VERT. POSTS 390 18-0 8-0 D-409435 23 HS1 &1-VERT. POST 390 18-0 8-0 D-409893 31 HS3&4x2.5 Channel 390 18-0 8-0 D-409432 35.1 HS1 &2-VERT. POSTS 390 18-0 8-0 D-410037 50 HS2&3-VERT. POSTS 391 9-0 8-0 D-408951 37 HS1 &HS2 TABLE 3 NOTES: 1. VERT.POSTS are FIGURE1-VERTICAL WINDLOAD POSTS as described in section 4.2.2 of this report and shown in Figure 1. The allowable wind load shown for VERT.POST is based on activation of the Vertical Windload Post assembly,for hurricane activation see FIGURE 1 - VERTICAL WINDLOAD POSTS-HURRICANE ACTIVATION LABEL which must also be affixed to the garage door. 2. Series 390:391,399 3. Doors were tested with top panel sections glazed with 1/8 inch thick dsb glass. 4. SI Units Conversion: 1 in. =25.4 mm, 1 It=0.3 m, 1 psf=48 Pa. TABLE 3-SERIES 190/490 ALLOWABLE TRANSVERSE WIND LOADS MODEL DOOR W DOOR H DRAWING DESIGN LOAD SERIES MAX FT-1N MAX FT-IN NUMBER POSMEG(PSF) REINFORCING 190/490 9-0 8-0 D-409959 31 HS1 &HS2 190/490 10-0 8-0 D-409977 37 HSO& 1-VERT. POST 190/490 16-0 8-0 D-409960 37 HSO&2-VERT. POSTS 190/490 18-0 8-0 D-409978 37 HSO&3-VERT. POSTS TABLE 4 NOTES: 1. VERT. POSTS are FIGUREI-VERTICAL WINDLOAD POSTS as described in section 4.2.2 of this report and shown in Figure 1. The allowable wind load shown for VERT.POST is based on activation of the Vertical Windload Post assembly,for hurricane activation see FIGURE 1 - VERTICAL WINDLOAD POSTS-HURRICANE ACTIVATION LABEL which must also be affixed to the garage door. 2. Series 190/490: 194, 195,494,495 3. Doors were tested with top panel sections glazed with 1/8 inch thick dsb glass. 4. SI Units Conversion: 1 in. =25.4 mm, 1 It=0.3 m, 1 psf=48 Pa. PAGE 7 OF 9 2318 6. SUBSTANTIATING DATA • D-409335, Series 180/280/381,16-0 max width, HSO and HS1 struts with 1 vertical post, Rev. F, 1/7/03. 6.1 Manufacturer's descriptive literature,specifications, and • D-409341, Series 180/280/381, 16-0 max width, HS2 installation instructions. Struts with 2 vertical posts, Rev. F, 117/03. • D-409342, Series 280 & 180, 18-0 max width, HS1 6.2 TABLE 1 -SERIES 180/280/381 -DATA: struts with 1 vertical post, Rev. C, 4/8/98. 6.2.1 Test reports, transverse wind loadings under ASTM E • D-409343, Series 280 & 180, 18-0 max width, HS2 330,all doors tested with 3/32 inch thick dsb glass in top struts with 1 vertical post, Rev.C,4/8/98. sections, prepared by Overhead Door Corporation. • D-409344, Series 180/280/381, 18-0 max width, HS2 Testing witnessed (u.n.o) by Andy Hlavaty & Assoc., struts with 2 vertical posts, Rev. F, 1/7/03. signed and sealed by Andrew J.Hlavaty, P.E.: * D-409337, Series 180/280/381, 18-0 max width, HS1 •Series 281,8x7,HSO and HS1 Struts,design pressure struts with 3 vertical posts, Rev. E, 1/7/03. 25 psf, January 8, 1998,T-0108-98. • D-409326, Post Assy, Vert, Windload Residential, •Series 281,9x7,HSO and HS1 Struts,design pressure 12/13/98, Rev. F, 10/24/02. 17 psf, November 21, 1997,T-1121-97. • D-409327, Post, Vertical, Windload Residential, •Series 281,9x7,HSO and HS2 Struts,design pressure 02/13/98, Rev. F, 10/24/02. 20 psf, November 19, 1997,T-1119-97. • D-409887, Series 180/281/381, 22/33 psf, 9-0 Max, •Series 281,9x7,HSO and HS2 Struts,design pressure Rev. E, 12/4/02, signed and sealed by John E. Scates, 25 psf, November 20, 1997,T-1120-97. P.E., 12/5/02. • Series 281, 16x8, HSO and HS1 Struts with 1 vertical • D-410017, Series 180/281/381, 50/75 PSF, 9-0 Max, post, design pressure 25 psf, December 10, 1997, Rev.A, 11/12/02. T-1210-097. • D-409974,Series 180/281/381,26/39 PSF, 10-0 Max, • Series 281, 16x8, HS2 Struts with 2 vertical posts, Rev.A, 11/12/02. design pressure 37 psf, December 18, 1997,T-1218-97. •D-409975,Series 180/281/381,31/46.5 PSF,10-0 Max, • Series 281, 18x8, HS1 struts with 1 vertical post, Rev. B, 11/12/02. design pressure 17 psf,December 31, 1997,T-1231-97. o D-409884,Series 180/281/381,22/33,16-0 Max,Rev. • Series 281, 18x8, HS2 struts with 1 vertical post, C, 11/12/02 design pressure 20 psi,January 06, 1998,T-0106A-98. +D-408832,Series 180/281/381,25/37.5 PSF,16-0 Max, e Series 281, 18x8, HS2 struts with 2 vertical posts, Rev. E, 11/12/02 design pressure 25 psf,January 06, 1998,T-010613-98. • D-409885,Series 180/281/381,26/39 PSF, 16-0 Max, • Series 281, 18x8, HS 1 struts with 3 vertical posts, Rev. C, 11/12/02. design pressure 37 psf, December 31, 1998, T-1231 B- • D-409886, Series 180/281/381, 31/46.5 PSF, 16-0 98_ Max, Rev. C, 11/12/02. e Series 281, 10x7, Design 26 psi,January 10,2002,T- • D-410024,Series 180/281/381,50/75 PSF,Post,16-0 281 B10-02. Max, Rev. A, 11/12/02. e Series 281,10x7,Design 31 psf,January 16,2002,T- a D-409888, Series 180/281/381, 31/46.5, 18-0 Max, 281C10-02. Rev. B, 11/12/02. •Series 281, 16x7, Design 22 psf,September 29,2000, •D-410036,Series 180/281/381,50/75,Post,18-0 Max, T-281A16-00. Rev. B, 1/7/03. *Series 281, 16x7, Design 26 psf,September 25,2000, T-281 B16-00. 6.2.3 Mill order certificates: • Series 281, 16x7, Design 31 psi,January 5, 2001, T- • Series 180 Steel, Nissho IWAI America Corp. 281C16-01. • Series 280 Steel, Nissho IWAI America Corp. • Series 281, 16x8, Design 50 psf, July 19, 2002, T- • Struts, NEW Process Steel 281G16-02. a Posts, Dietrich industries Inc. • Series 281,18x7, Design 31 psf,September 13,2001, T-281 C18-01. 6.2.4 Test reports, transverse wind loads under ASTM E 330, • Series 281, 18x8, Design 50 psf, August 21, 2002,T- Overhead Door Company, signed and sealed by Scott 281G18-02. Boucher, P.E.. Testing witnessed by Andy Hlavaty & •Test witnessed by Daniel B.Winters, P.E., Series 281, Assoc., signed and sealed by Andrew J. Hlavaty, P.E.: 160, Design 25 psi, November 14, 1994,T-25-94. • Series 281, 90, HS2 Strut, design pressure 37 psf, • Test witnessed by John E. Scates, P.E., Series 281, September 19, 1995,Test No.T-15-95. 9x7, Design 22 psf, October 11,2000,T-281 A9-00. • Test witnessed by John E. Scates, P.E., Series 281, 6.2.5 Engineering calculations for glass thickness design using 9x7, Design 50 psi,June 7, 2002,T-281 G9-02. the Standard Building Code, December 6, 1995,signed and sealed by David Scott Boucher, P.E. 6.2.2 Engineering drawings, prepared by Overhead Door 6.2.6 Engineering drawings for Vertical Post Assembly,P/N D- Corporation, signed and sealed by Andrew J. Hlavaty, 409326, Dwg. D-409326 and all sub components. P.E.: 6.3.7 Engineering drawing for Strut HS-1,2,3,0; P/N 400650- 9 D-409338, Series 180/280/381, 8-0 max width. HSO XXXX, Dwg. C-400650. and HS1 Struts, Rev. E, 11/12/02. 6.2.8 Engineering drawings for residential garage doors, • D-409339,Series 280&180,9-0 max width, HSO and Overhead Door Corporation, signed and sealed by HS1 Struts, Rev. B,3/13/96. Andrew J. Hlavaty, P.E. and LeRory G. Krupke, P.E.: e D-409333,Series 280&180,9-0 max width, HSO and o D-408950,180/280/381,37 psf,9 feet max width,Rev. HS2 Struts, Rev. B, 3/13/98. B, 11/12/02. Sheets 1 and 2. • D-409340, Series 180/280/381, 9-0 max width, HSO and HS2 Struts, Rev. E, 11/12/02. 2318 PAGE 8 OF 9 6.2.9 Material specifications and mill order certificates: • D-410026, Series 390, 37/55/5,PSF, Post, 16-0 Max, •Letter report,December 4,1995 with specification Dwg. Rev.A, 11/12/02. A-605755, signed and sealed by Scott Boucher, P.E. • D-410025, Series 390, 50/75 PSF, Post, 16-0 Max, • Letter report, December 15, 1995, with mill order Rev.A, 11/12/02. certificates and letter certifications; Wheeling-Nisshin; • D-409435, Series 390, 23/34.5 PSF, Post, 18-0 Max, National Steel, December 12, 1995; USS Farifield, Rev. C, 1/7/03. December 8, 1995, and Allied Tube & Conduit, •D-409893,Series 390,31/46.5 PSF,18-0 Max,Rev.B, December 14, 1995. 11/12/02. •D-409432,Series 390,35.1/52.7 PSF, Post, 18-0 Max, 6.3 TABLE 2-SERIES 390-DATA: Rev. C, 1/7/03. 6.3.1 Test reports, transverse wind loadings under ASTM E • D-410037, Series 390, 50175 PSF, Post, 18-0 Max, 330, all doors tested with 1/8 inch thick dsb glass in top Rev.A, 11/12/02. sections, prepared by Overhead Door Corporation. Testing, witnessed (u.n.o) by Andy Hlavaty & Assoc., 6.3.3 Test reports,transverse wind loads under ASTM E 330, signed and sealed by Andrew J. Hlavaty, P.E.: Overhead Door Company, signed and sealed by Scott • Series 391, 9x7, Design 26 psf, October 31, 2000, T- Boucher, P.E.. Testing witnessed by Andy Hlavaty & 391 B9-00. Assoc.,signed and sealed by Andrew J. Hlavaty, P.E.: • Series 391, 9x7, Design 50 psf, June 24, 2002, T- • Series 391,9x7, HSI/HS2 Struts,design pressure 37 391 G9-02. psf, insulated panels, September 27, 1995,Test No.T- •Series 391,10x7,Design 26 psf,December 4,2001,T- 16-95. 3911310-01. •Series 391, 10x7,Design 31 psf,December 7,2001,T- 6.3.4 Engineering calculations for glass thickness design using 391C10-01. the Standard Building Code, December 6, 1995,signed a Series 391, 16x7, Design 22, October 5, 2000, T- and sealed by David Scott Boucher, P.E. 391 Al 6-00. 6.3.5 Engineering drawings for Vertical Post Assembly,P/N D- •Series 391,Test witnessed by Daniel B.Winters,P.E., 409326, Dwg. D-409326 and all sub components. 16x7, Design 25 psf, October 4, 1994,T-24-94. 6.3.6 Engineering drawing for Strut HS-1,2,3,0; P/N 400650- • Series 391, 16x7, Design 26 psf, October 3,2000, T- XXXX, Dwg. C-400650. 3911316-00. 6.3.7 Engineering drawings for residential garage doors, • Series 391,16x8, Design 27.5 psf, -29.3 psf, April 17, Overhead Door Corporation, signed and sealed by 1998,T-80417A-98. Andrew J. Hlavaty, P.E. and LeRory G. Krupke, P.E.: • Series 391,16x7, Design 31 psf, May 10, 2001, T- • D-408951, 390, 37 psf, 9 feet max width, insulated, 391C16-01. Rev.B, 11/2/02. • Series 391, 16x8, Design 37 psf, July 15, 2002, T- 391 D16-02. 6.3.8 Material specifications and mill order certificates: • Series 391, 16x8, Design 50 psf, July 24, 2002, T- •Letter report,December 4,1995 with specification Dwg. 391G16-02. A-605755, signed and sealed by Scott Boucher, P.E. • Series 391, 18x8, Design 23 psf, -24.5 psf, June 25, * Letter report, December 15, 1995 with mill order 1998,T-80625A-98. certificates and letter certifications; Wheeling-Nisshin; • Series 391,18x7,Design 31 psf, September 18,2001, National Steel, December 12, 1995; USS Farifield, T-391C18-01. December 8, 1995, and Allied Tube & Conduit, • Series 391, 18x8, Design 35.1 psf,-37.4 psf,June 25, December 14, 1995. 1998,T-80625D-98. • Series 391, 18x8, Design 50 pst, August 29, 2002,T- 6.4 TABLE 3-SERIES 190/490-DATA: 391G18-02. 6.4.1 Letter Reports, Engineering analysis, Andy Hlavaty & Assoc., signed and sealed by Andy Hlavaty, P.E.: 6.3.2 Engineering drawings, prepared by Overhead Door • 190 to 490 Series Door Comparison,. November 19, Corporation, signed and sealed by Andrew J. Hlavaty, 2002. P.E.: • 190 Series, 10-0 Wide, November 19,2002. • D-409894, Series 390, 26/39 PSF, 9-0 Max, Rev. C, • 190 Series, 18-0 Wide, November 19,2002. 11/12/02. • D-410019, Series 390, 50/75 PSF, 9-0 Max, Rev. A, 6.4.2 Test reports, transverse wind loadings under ASTM E 11/12/02. 330, all doors tested with 1/8 inch thick dsb glass in top • D-409962, Series 390, 26/39 PSF, 10-0 Max, Rev. A, sections, prepared by Overhead Door Corporation. 11/12/02. Testing witnessed (u.n.o) by Andy Hlavaty & Assoc., •D-409966,Series 390,31/46.5 PSF,10-0 Max,Rev.A, signed and sealed by Andrew J. Hlavaty, P.E.: 11/12/02. • Series 194, 9x7, Design 31 psf, October 10,2001,T- • D-409890, Series 390, 22/33 PSF, 16-0 Max, Rev. C, 194C9-01. 11/12/02. •Series 194, 16x8,Design 37 psf,November 1,2001,T- •D-408813,Series 390,25/37.5 PSF,16-0 Max,Rev.C, 190D16-01. 11/12/02. • D-409891, Series 390, 26/39 PSF, 16-0 Max, Rev. C, 6.4.3. Engineering drawings, prepared by Overhead Door 11/12/02. Corporation, signed and sealed by Andrew J. Hlavaty, •D-409434,Series 390,27.5/41.3 PSF, Post,16-0 Max, P.E.: Rev. D, 1/7/03. •b-409959,Series 190/490,31/46.5 PSF,9-0 Max,Rev. •D-409892,Series 390,31/46.5 PSF,16-0 Max,Rev.C, A, 11/12/02. 11/12/02. • D-409977, Series 190/490, 37/55.5 PSF, Post, 10-0 Max, Rev. B, 1/7/03. PAGE 9 OF 9 2318 • D-409960, Series 190/490, 37/55.5 PSF, Post, 16-0 Florida Building Code 2001 -Building Max, Rev. D, 1[7/03. • D-409978, Series 190/490, 37/55.5 PSF, Post, 18-0 Section 103.7 Alternate materials and methods Max, Rev. B, 1/7/03. Section 1606 Wind Loads Chapter 17 Structural Tests and Inspections 6.5 Materials: Section 1707.4 Exterior Window and Door Assemblies 6.5.1 Specifications: Chapter 22 Steel • A-605755, Steel Sheet Commercial, CS Type B Section 2204 Cold-formed Steel Construction • A-605880, Steel Sheet, DDS Chapter 24 Glass and Glazing • C-606315, Coil Steel G-40, 0.0575 Min. Section 2405.3 Wind,snow,and dead and impact loads • B-606931, Coil Steel G-40, 0.0207 Thick • B-607259, Coil Steel G-40, 0.0296 Thick 8. COMMITTEE FINDINGS • B-607787, Coil Steel CS Type B, G-30, 0.012 Thick, white. The Subcommittee on Evaluation in review of the data submitted • C-607951, Coil DDS G30 Galv., 0.0.18 thick, finds that, in their opinion, the Overhead Residential Steel Sandstone Gray White. Garage Doors as described in this report conform with or are • C-409336, Channel Post W indload Resid. suitable alternates to that specified in the Standard Building • D-409327, Post Vertical W ndload Resid. CodeO,the SBCCI Standard for Hurricane Resistant Residential •D-409326,Post Assy,Vertical W indloaded Residential. Construction@ SSTD 10-99, the International One and Two Family Dwelling Code, and the Florida Building Code 2001 - 6.5.2 Purchase orders: Building or Supplements thereto. •Steel Purchase Orders,7/15/02,100712,New Process Steel. 9. LIMITATIONS • 657082, Dietrich Industries, 09/16/02. 9.1 This Evaluation Report and the installation instructions, 6.5.3 Letters from steel suppliers: when required by the code official,shall be submitted at • New Process Steel,April 9,2003. the time of permit application. • Wheeling-Nisshin, April 8, 2003. 9.2 The doors shall be installed in accordance with the •Tyco,April 8,2003. installation instructions in this report and the • ForMasters Corporation, 04-24-03. manufacturer's published installation instructions. 9.3 The structural elements supporting door track brackets 7. CODE REFERENCES shall be designed by a registered professional engineer for the wind loads shown on the drawings. The Standard Building Code- 1999 Edition calculations shall be signed, sealed and dated and submitted to the local code official when applying for a Section 103.7 Alternate Materials and Methods permit. Section 1606 Wind Loads 9.4 The doors shall not be installed in areas where the Chapter 17 Structural Tests and Inspections transverse wind loads exceed the allowable loads shown Section 1707.4 Exterior Window and Door Assemblies in Tables 1, 2, and 3. Chapter 22 Steel 9.5 Fire performance of the doors is outside the scope of this Section 2204 Cold-Formed Steel Construction Evaluation Report. Chapter 24 Glass and Glazing 9.6 The doors have not been evaluated for use in High Section 2405.3 Wind, Snow, and Dead Loads Velocity Hurricane Zones(Broward and Dade Counties) Appendix J Special Requirements for Buildings as covered in the Florida Building Code 2001 -Building. Constructed in Hurricane-Prone Regions SBCCI Standard for Hurricane Resistant Residential 10. IDENTIFICATION Construction0 SSTD 10-99 Each Overhead Residential Steel Garage Door covered by this report shall be labeled with the manufacturer's name and/or Section 101.4 Alternate Materials and Methods trademark, the SBCCI Public Safety Testing and Evaluation Section 101.3 Integrity of Building Envelope Services Inc.Seal or initials(SBCCI PST&ESI),and the number Section 101.6 Design Concepts of this report for field identification. Section 104 Design Criteria Chapter 6 Windows and Doors 11. PERIOD OF ISSUANCE Appendix B Design Load Assumptions SEE THE CURRENT EVALUATION REPORT LISTING FOR International One and Two Family Dwelling Code- STATUS OF THIS EVALUATION REPORT. 1998 Edition For information on this report contact: Section 108 Alternate Materials and Systems Michael P. O'Reardon, P.E. Section 301 Design Criteria 205/599-9800 Section 308.5 Glazing-Wind Loads moreardon@icc-es.oro Section 603 Metal D NOTES REVISIONS 1. SERIES 390, 18,X 7,DESIGNED k TESTED N ACCORDANCE WITH STANDARD 9.THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE °m , un Mor BUILDING CODE CHAPTER 17,TO A POSITIVE 52.7 PSF CONSISTENT WITH THE DOOR SHOWN.THE STRUTS FOR THE ADDITIONAL INTERMEDIATE - PTP PER EN 10]]4 9 24 98 0 AND NEGATIVE 56.1 PSF. SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION. A 11CV PER EN 10254 2. DASH NUMBERS REPRESENT VARIOUS SECTION KEIGHTS. 10.THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.612'MOST BE 3. FOUR SECTION 7'HIGH DOOR SPAWN.8'DOORS HAVE 5 SECTIONS. REDUCED BY THE OWMENCE BETWEEN THE ACTUAL SECTION HEIGHT 4:20.812 4. SECTION HEIGHT OF 20.812, 19.00 k 16.75 ARE AVAILABLE 11,SCREW P/N 605911-0001 15 A 1/4'014.X 5/8'LONG TYPE AB HEX HEAD METAL SCREW. AND MAY BE USED N COMBINATION TO ACHIEVE 12,STRUT PLACEMENTS CAN VAR!33', VARIOUS HEIGHT DOORS. 13.QUANTITY FOR LOCKS CAN BE O, . f,OR 2 5. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN.ALTERNATE - PATTERNS OF 12.50 X 43.375, 14.50 X 41375,AND 12.50 X 20.375 - MAY BE USED. 6.TORSION SPRINGS SHOWN.EXTENSION SPRINGSAVAKABLE, END HINGE/' TRACK TOP 7. USE THIS BRACKET,REF.P/N 405964-0002. PANEL ° FIXTURE ON 8' HIGH DOORS ONLY. (50787THK) 1/8�058 OO 0 i u� S. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE I u 1 SECTION IMMEDIATELY BELOW THE TOP SECTION. u SEE 1 i ii - A 2' % 6"WOOD JNJB \ i " OTE 4 2' X 4'WOOD JAMB OR EQUIVALENT - P/N 405964-0001 BOTTOM FIXTURE ROLLER - 1/s'TRACK BOLT BUILDING PLANS EQWA69- ° REVIEWED ) 1/j END HINGE 5/UCXSCREW4 51 REF ® D OPTIONAL WINDOW DETAIL CE CODE COMPLIA N Hs sr9uT SCALE:3/32 KEEP THIS PLAN ON JOB 4 PLCS DETAIL "E" BOTTOM BAR SCALE//e WEATMERSEAL NOV 17 2000 -,- 31/6 SECTION "C-C" Building&Alnmglnspuct� •Jax.,FL. 2�X 6"WOOD JAMB SCALE: 1/2 11T'�J) iNPY� 7/8 THK. O X U WOOD JAMB "D'� OR EOUNALENi HEAOPLATE SPRING ANCHOR Amin Si @7603--00-0-T,- BRACKET 03-00 461199-0001 HORIZONTAL TRACK SHAFT BRACKET LICBDSE O (IS PLCS) •1/lIMf11(J?/T TMP 1299-0001 SECTION "A-A" h COUNTERBALANCE i`''-NT'�'A7V^.1 404828-0003 SCALE: 1/4 TYP 2 PLCS FE' L SPLICE IN TAL TRACK A� (SEE 1 RADIUS 407605-0004 "B SHEET 2) „o„ TYP 2 PLCS u 440,P4B28-D00J P7605-0003 I 2 PLCS " �� F DESIGN LOAD WEN"HEIGHT 40482B-0003 PLCSL�� +35.1 PSF (LAW ESj TYP 2 PLCS -37.4 P S F 2 a _ (VM S� &� HSI6TYPICALI T1.a B?0a HIGH WMAX TEST LOAD 4 PLACES +52.7 PSF OPENING HEIGHT - -y .968 407605LCS .--56.1 PSF TYP 2 PLCS j 404828-0003 � 7Yp 2 PLCS36.00 2.093 10.5- 061601-ODOO Q VIEW "D-D" '7POST7 2'TRACK (( (( STANDARD TRACK DETAIL FOR 18 .049 THK (VERTICAL) SCALE 1/16- 1' 405771-0001 P N 409}26 405771-0002 404828-0003 404828-0003 18A-0' MAX WIDTH SERIES 390 THRU 399 ARE EQUIVALENT CONSTRUCTION INTERIOR ELEVATION DOOR TESTED WAS 391 SERIES SCALE: 1/16 DOOR WIDTH CENtER STILE END STILE ROLLER SiMiT STRUTS/SECT. ROLLER VER7K.LL TRACK JAMB LOAD HARDWARE w ^awrx rva"..m.a+w '.oA.ma '^�,V ' WINDLOADED RESIO. NSUL. BRACKET GAGE (/ PER FT-HTj "� , . o G.FINERAN 6121/96 STEEL DOOR W/REMOVABLE VERT.PoST, 1 MA%. WIDTH 16 N/A SNCL[ NO H51 2 X 7/Ifi" .049' 112 STD. +rte N/A D.FAW 9/24/90 ®_ 409432 9/24/98 3 8 a+v 1 d 2 REVISIONS D os7s NOTES RFP YER EN 10224 SI 25 Ee A REV PER CN 10254 VAM WET* ANCHOR W/ O 4-5/16 Xt 3/4' 0 Z It/32'EAG SCREW --2 7/76-- T,2 LENGTH a DOOR WIDTH — 1'---{ O .091 MIN 0 0 6.04 -706 THK. 1 7/1 0 0 0 I I 4 5/6 O 0 0 O I 1 I �li 0 0 0 0 5/8 4.00,� .070..114— ' I .030 TMK 0 0 0 2 7/16 y+--'-�1 WILRYAAd r'cAiWS E)14100650-0001 R D HS-1 STRUT Ir,4�n IE 4I P/N 409328-0001 PLATEHASP P/N 401199-0001, TOP FIXTURE P/N 405771-XXXX BOT.FI%TURF REVIEWED FOR F^3'�1 FOR 180/280/290/390 SERIES (`ODE COMPLIANCE1: ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 ATTACH DOOR WITH KEEP THIS PLAN ON JOB P/N 061601-0000.SLIDE LOCK ASSY 3 SCREWS P/N 6059h-0001 NOV 17 2000 2 9/32 1 p2} .070 NIN Building oning nspucuun Diu-Jax„FL. O 1 1 'L'� 1 3/4 I 1 4 3/8--1 1 3/4 -t--1 000 jamlq,T Igga STRUT :-_�I 3 3/16 0 0 2 9f!IC;O 10, N.,_ _ Gv o 0 2 1,t/2' O—� LOOO .070 MIN O O 2 i/8 O 0 0 7/16 000 H �.tOB MIN .108 MIN 6-� 3 3/16 O P/N 405964-0002 BRACKET SCAB JOINT I I � P/N 405964 h 046150 BR4CKE( SCAB P/N 407503-0001 CENTER HINGE STEEL DOORS - PART.NUMBER -1 ATTACH TO DOOR WITH P/N 407605-X%X% END HINGE 405964-0001 ]-1/4 1 4 SCREWS P/N 605911-0001 RES10 STEEL DOORS 046450-0003 4' M4.7 - P/N 409331-0001 PLATE FLOOR .B5 SCAB BRACKET DETAIL3265 156 DIA .104.56 .]5DOOR .60 n .44 SECTION +7-'T-�� //�//1 ATTACH TO DOOR WITH 375 DIA CREWS P/N 605911-0001 .44 10 1 POST ANCHOR. P/N 404828-0003 ROLLER ASSY TR-1 �g 1 MUSHROOM MEAD P/N 6080fi9-0002 PIN S I 1 7R-1 ROLLER LOAD:50 LBS. MAX.MA% HASP LOCK 6.25 1 1/4'-20 HEX NUT—,__ - END STILE ALTERNATE FASTENERS 0 TOP h BOTTOM OF STRUT CABLE _ O O O 1.25 APPROXIMATELY 12"O.C. WING NUT 1.25�{ F � 2.50 — O O r.25 �I O 1 1 c( ® O 4No I �,- POST P/N 408879-0001 LINK O DOOR SECTION STRUT -+-1 1.00 1 1 SCREW 1.75 .375 ES P/N 605911-0001 OR STEEL STRUT FLOOR PLATE ,563 �92 4 HOLES P/N 60507 SECTION "-DRILLING) HSI-P/N 400650-0001_ I P/N 408876-0007 SUPPOSECTION RUTS7' HIGH - I '{�DOOR I 1STEEL STROTSELEVATION 099 (/B'WIDE DOORS) PAST ASSY .775 HOWING PLA FLOOR .099 R PLATE 1.00 ..'m. w ..onu.rK wea WINOLOADED RESID. IN UL .y.t.:�s.a * G FRiERAN 8/20/98 STEEL DOOR W/REMOVABLE I+E.._404 VERT,POST, 1 MAX.WIDTH --{ 2.00 I-^ � N/A D. FA; 9/24/98 P/N 4093afi-XXXX POST A«Y RTI A p/N 409417-0000 WINDLOADED POST BRACKET . ,� +'� ...d°.. D- 409432 - � NONE w EACH D.FAW 9/24/98 Z .� 2 CITY OF ATLANTIC BEACH 7 1 DEPARTMENT OF BUILDING Boo SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 — Q)CAT i INFpRMAT0 _1 —T— pERM1T INFORMATION Address: 1748 LIVE OAK LANE Permit Number: 22561 ATLANTIC BEACH, FL 32233 Permit Type: SCREEN ENCLOSURE Township: Range: Book: Class of Work: ADDITION Lot(s):10 Block: 11 Section: Proposed Use: SINGLE FAMILY Subdivision: SELVA MARINA Square Feet: Parcel Number: - Est. Value: - OV1tNER IN -OR MATI©N Improv. Cost: 8.740.00 - Name: CHRISTINE CUTLER Date Issued: 8/24/2001 Address: 1748 LIVE OAK LANE Total Fees: 83.00 ATLANTIC BEACH, FL 32233 Amount Paid: 83.00 i Date Paid: 8/24/2001 Phone: 904)704-1078 r-- -- -- Wortc Desc: SCREEN ENCLOSURE FOR SW)11�1*t111 POOL A 'PLIATI( FEES CO 83.00 83.00 PREFERRED ALUMINUM COMPANY ,..- ` PER( t x' " ;k I a x 4 �f .fit i'N,4 .+N aiTn J t DI G > FOOTING tr .—�. .., �..r NOTICE­ INSPEG ST fE REF„�STF-1,AT LEAST,24 HOURS PRIQ TO IN .1V BUILDING BUILDING MATERIA:,.RUBBISk `D II3RIS'I✓Rf3l�A THIS WORD 1�AlJST fVT BE PIECED IN PI3BLIC SPACE,AND MUST BE CLEARED AND-HA1� AINAY BY EITHER CONTRACTOR OR Ozwk AR »" "FAILURE TO COMP', WITH T ONSiCT30N LIEN L AN RES U 'T IN THE (11L,DING T' FiftNG S" PROPERTY OWNER -- i 1S CH RI ' T F R 1� AND SUBJECT TO REVOCATION �P ISSUED ACCORDING TO APPR ` FOR VIOLATION OF APPLICABLE P06;LS F Wa. E _ $93.6014 AT IC B H UIL DEPT. DatesS 9/16/91 91 Remipt: ABb M CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address I t� �- 0A �N Date d �- L( O 1 Heated Square Footage @ $ /0,00 per sq ft = Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $���/ $ S� Total Valuation 1st $ 10 © a 71 � L40 �zo $ �!o Remaining Value $&-. -�O per thousand or portion thereof TOTAL BUILDING FEE $ -T + 1/2 Filing Fee $ ?.Y ( ) Fireplaces @ $15 . 00 $ G BUILDING PERMIT FEE $ e3 , 0o WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PROPERTY DESCRIPTION tis Lot # Block # , Section # Subdivision:— Street ubdivision Street Name DESCRIPTXSkyCWU IC Beach or Address: / 7�{� �jvP a�/ / [3,71l�� ani Zoi I —� (I f in a FLOOD HAZARD Flood Zone: area complete page 3) �p�L /J Brief Description Class of Work-s--,,.(,New/ Remode ddition ZONING INFORMATION Type of Construction: �•h- Zoning ProW- of District: w Uses Estimated Value $ Exceptions or Variances materials: tj C, U N / ill V A4 _C/CF Q7 S Granted: /?Q Solid or Filled Ground: Roof: S /Z r e 4) Method of Heating:_ OWNER INFORMATION APPROVED CITY OF ATLANTIC BEACH Property owner: Phone: PLANNING & ZONING OFFICE Mailing Address & ,h = Zip: BY CONTRACTOR INFORMATION Contractor: •fi t olB QP/ Phone• Mailing Address: •j ,� J� Zip:ell Expiration STATE LICENSE NO: �C CQ�'/ 7// Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE C MPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME T GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, GULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE Contractor Signature L�I YCOMMISSION 0 DD 030526SWORN T SUBSED BEFORyE, ME BY qfq EXPIRES' 63, THIS c o DAY OF DO r / S ' G b"C" NOT PU C FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative j CITY OF ATLANTIC BEACH 'FREE REMOVAL APPLICATION JAll applicat� ions must be submitted with seven(7),copies and received by 5 PM on the Friday te.0 l (1 U) aay�pnor to the scheduled meeting , in order to be laced on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: ❑ RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR .art e 4 *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) _ Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. C) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with]BLUE flagging,paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot 9. * INC_OMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION,AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED ' TREE0 20.00' DBJHF6" ORMORE I 7.50'- PRIVATE .50'PRIVATE I0 I > PROTECTED I I ' TREE I lo: 10 PRIVATE PROTECTED TREE PROPERTY to LINE I � I IO 0 i D B H OF 20" OR MORE I =u I Imo � 0 PROPERTY U- I (D B H OF 10" OR MORE IN LINE 0 I COMMERCIAL & INDUSTRIAL PRIVATE =w I > PROPERTY) I PROTECTED M o I , > TREE owl � I I --� 7.50" ----------- - �g-------L - T PRIVATE PROTECTED TREE DBH OF 6" OR MORE 20.00' 0 rI PROPERTY LINE oa PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) // 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, DPARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO I c 71 CARRIER BEAMS SCREEN ROOF- SCREEN WALLS WIND 110 MPH DEFLECTION L/60 SPAN OF CARRIER BEAM (H) P (K) (L) (M) (N) i L FEET 2X4 PB 2x4 SMB 2x6 SMB 2x7 SMB 2x8 SMB 2x9 SMB O 10 17.75 20.92 28.92 32.92 40.25 44.25 A 15 15.42 18.25 25.25 28.75 35.08 38.75 D 20 14.08 16.58 23.08 26.08 31.92 35.08 1 25 12.75 15.42 21.42 24.25 29.58 32.58 N 30 11.58 14.58 19.92 21.92 27.92 30.42 G 35 10.75 13.75 18.25 20.25 26.08 27.92 40 9.92 12.92 16.92 18.75 24.25 25.92 D 45 9.42 12.08 15.92 17.58 22.92 24.42 1 50 8.92 11.42 15.08 16.58 21.58 22.92 S 55 8.42 10.92 14.25 15.58 20.58 21.75 T 60 8.08 10.42 13.58 14.92 19.58 20.75 A 65 7.75 9.92 12.92 14.25 18.75 19.75 N 70 7.42 9.42 12.42 13.58 17.92 19.08 C 75 7.25 9.08 11.92 13.08 17.25 18.25 E 80 6.92 8.75 11.42 12.58 16.75 17.58 85 6.75 8.42 11.08 12.08 16.08 16.92 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE SPAN VALUES IN DECIMAL FEET I FOR A SOLID ROOF, USE A 3.00 MULTIPLIER j; I, it I, EXAMPLE: SCREEN ROOF: TO DETERMINE THE CORRECT SIZE FOR THE CARRIER BEAM, ESTABLISH THE TOTAL LOADING DISTANCE (42') AND THE SPAN (13.50') AND THEN FIND (15.92) UNDER 2x6 SMB AS THE SIZE. 4[A B SOLID ROOF: IF THE 14' DIMENSION IS A SOLID ROOF, MULTIPLY THE 14' BY 3.00 AND ADD IT TO 28' (14x3.0+28)-70.0'. THIS IS THE NEW TOTAL LOADING DISTANCE. USING THE SAME SPAN (13.50') oc NOW FIND 13.58' UNDER THE 2x7 SMB COLUMN. I �w ' a (A) CARRIER BEAM u (8) ROOF BEAM 14' 28' (C) SCREEN OR SOLID ROOF (FOR SOLID ROOF USE RATIOS) 42' COLUMN SHALL BE THE SAME SIZE OR LARGER. OR COLUMN SHALL HAVE EOUAL OR GREATER AREA - (SEE ALUMINUM EXTRUSION ID CHART) ® ALUMINUM STRUCTURES MASTER PLAN ENGINEERING,INC. © COPYRIGHT AL, INC. 1994 99 TIMM- q,. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT _ PERMIT 1NFFORMATIO111 - — LOCATION! INFORMATION Permit Number: 22618 Address: 1748 LIVE OAK LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: POOL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):10 Block: 11 Section: Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: _ Improv. Cost: ^ Q►�fE12 fI FOI, A,11ON Date Issued: 9/05/2001 Name: CHRISTINE CUTLER Total Fees: 35.00 Address: 1748 LIVE OAK LANE Amount Paid: 35.00 ATLANTIC BEACH, FL 32233 Date Paid: 9105!2001 Phone: (904)704-1078 1 _,Work Desc: WIRE FOR SWIMMING POOL � . CONT�tACTOR_..��] �. APPL.tCATION FEES �SIKES ELECTRICAL CONTRACTOR : PER 35.00 � 4 0", " 4 Z w T- ' . I. * �_ v f S S• ' NOTICE- II SPECTI�, BE REOia1ES 'ED AT.�EAST"24 HQURS.F� ,dR TO lF SPECTION BUILDING MATERIAE_RUBBISI G iIS QOM THIS WORK MUST NOT BE P ACED N Pi;BLiC SPACE,AND MUST BE CLEARED AND HA 1NAY BY EITHER CONTRACTOR OR O R "FAILURE TO COMP .W1TI-I T' Oi�iSTRUXTION LIEN L AN RES�tt IN THE PROPERTY OWNER PiNGRl V � T ISSUED ACCORDING TO APPRO�PW CH RP F �. AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR I ATLANTIC BEACH BUILDING DEPT. Ifitee 9� f35.6g 24 9916999,?221999 4269 �X sly- as(73 CITY OF ATLANTIC BEACH, FLORIDA ACPrcwd by APPLICATION FOR ELECTRICAL PERMIT 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 REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. A45-1 2 44e Cin i c14AI .5;Keylecil i� o ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNA RE JOURNEYMAN NAME `- � � i2ADDRESS:_ 1�y $ 0,4K &/V RFD BOX BLDG.SIZE Sw%hl )111.4-)g O F6 E" / BETWEEN: RES.0 APT.( ) COMM.( ) PUBLIC( 1 INDUS.( 1 NEW( 1 OLD�4 REW.( 1 •- `(y{fl �N /try �pr ADDITION( ) TRAILER( ) TEMP.( 1 SIGNS ( 1 SO.FT. SERVICE: NEW( I INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE AMPS COPPER I ALUM. 1 SWITCH OR BREAKER AMPS PH I W VOLT / RACEWAY EXIST.SERV.SIZE 00 AMPS PH e1w VOLT 1 64 / RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-90 AMPS. 1 31-100 AMPS,SWITCHES f/ INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES i I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT �-� OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I.I I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED S TOTAL FEES //�� `` //CITY OF _ �� �►YI 2a4c /S�-A42 Office of Building Official REQUEST FOR INSPECTION Date " Permit No. Time A Received C Address Locality Owner's Name Contract BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Cj Rough Air Cond. & Re Roofing ❑ Slab Temp Pole Top Out ❑ Heating Insulation ❑ Lintel n Final ❑ Sewer ❑ Fire Place ( Pre Fab REQ/ NSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made 0 P.M. Inspector Final Inspection ❑ Certificate of Occupancy—F- 6 O Date 4 CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 __ _. PERIVIIT 1NFORIATION __ 61:21 Permit Permit Number: 22424 Address: 1748 LIVE OAK LANE Permit Type: SWIMMING POOL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):10 Block: 11 Section: Square Feet: Subdivision: SELVA MARINA Est. Value: _ Parcel Number: Improv. Cost: 25,000.00 Cl " R INFJ►RMATION _ lr Date Issued: 7/31/2001 Name: CHRISTINE CUTLER i Total Fees: 135.00 Address: 1748 LIVE OAK LANE Amount Paid: 135.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/31/2001 Phone: (904)704-1078 Work Desc: NEW SWIMMING POOL _ CON'CI�ACTOR(S} AP LIGATION l*EES �_ �,f ANTHONY SYLVAN POOLS PERWT 135.00 _ �.y�t'„ d y. v . J 3 NOTICE- IN PEC T.IBE REQUEST 0 AT LEAST 24 HOtfRS PRS TO INS R CTlON - w -�— - - BUILDING MATERIA'., RU88IS iS�E�111!LTi#1S WORK MUST N6f 8,E CED.!N Pt# LIC SPACE,AND MUST BE CLEARED AND HA \17VAY BYtITHER CONTRACTOR OR OW E -- "FAILURE TO COM Yf WITH "� CONSTRUCTfON-LIEN LA AN RESU fi` IN THE PROPERTY OWNER PfIN BUILDING I NTS" ISSUED ACCORDING TO APP R A PS R ' TFHI ,P ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE Sm 'F LAW11 ._ Pf w. F 4 Y jjYf.( ��3JVO 1� ATLANTIC B CH BUILDIN DEPT. Date: 8/91/91 9t Receipt: M77355 CKS 99- � 691866632c1866 May-07-99 08: 15A P. OIL - RECEIVE ` CITY or ATLRNTIC BEACIi ' 13 661 APPLICATION FOR POOL PERMIT �''` G' Atlantic Beach r Gild Zoning 1X�/ „ob Address 17 4 UQ 1, '1 \.j-t 0C} !+� � �� M60VA- C ,R 32233 Lct 0 ' lJ block I Subdivision A�Apl e' Address 1 �I �e G l� L �` ®w, cRJA l( -zz 33 Contractor Ac!'tress 2 5% TELEPHONE: License Nur.;Ler C��� 0193613 ,"a?ua tiorl Gallons I�, l'� C) SITE PLAN f front N APPROVED CITY OF ATLANTIC BEACH PLANNING & ZONING OFFICE rD {D J 3 1. 2001 sr rear Signature C�O%:ncr � �vl � Date Signature Contractor Date t GUMERSINDO DELGADO Notary Public, State of Florida My Comm. exp. June 6, 2004 Comm. No. CC942756 aaNv Kf Owl 2001171 663 IcBOOks 10067 e Of �COnitrietlCell�ellt F a t% (rRZPARE IN oUPLICATE) J IN 07/ 3/�Qc 1 01:55:55 pM RLLER CLERK CIRCUIT COURT To whom it may concern: WA Colam TRUST FUME : 1.00 The undersigned hereby informs you that improvements will be made to certain rereal propert , and 40 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. 0 Description of property _��.._-!_ ------------ C4� t t --Se I V C,(------------- -------------------------- -=---3 -------- �3---------- - f 51 I�} ------------ i ------ -r- --------------------------- ve_.—IK--�N----A-f t-,Ac=-9c L_ 13�z3 3 � tt General description of improvements -----P \-----------•------------------------------------------- 10 ----------------------------------------------------------------------------------------------------------- M ' ? Owner ---- rte\S `N`Q---- _ L --------------------------- ----------------------- Address ------ U__ L V�-- �t \---kxv------- 4w�_ e_ -��t- j� 3 j V 1! \ vOwner's interest in site of the improvement __-_----__--____________________________________________ Fee Simple Title holder (if other than owner) _--_-_--------------------------------------------------------- fJ Name ----------------------------------------------------------------------------------- -------------------- Q Address -----------------------------------------------•-•--- ----••----- -� Contractor ----- ® - ------ -- --------- -- ----_t s----------------------------------- ti l Address -------- e- 1- ------7--------�----�-- Surety (if any) ----------------------- -- - ---------------------------------------------------•-- Address ------------------------------- -I_ ----------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction or:he improvements. Name ----------------------------------- - ----—�------ ------------------------------------------------- Address ------------------------ ---- - -- ---------- 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 ------------------------------------------------------------------------------------------------ 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 ------------------------------------------------------------------------------------------- TNIS SPACE FOR RECORDER'• USE ONLY iI i Owner 1 Sworn to and subscribed before me this ___ -______- ---4dayf �`- - ---- -------------------------- ry Public GU SINDO DELGADO Notary ubiic, State of Florida My comm. exp. June 6, 2004 Comm. No. CC942756 MAP SHOWING SURVEY OF LOT 101 BLOCK ].1., SELVA MARINA UNIT N0. 6, AS REOORDED IN FLAT BOOK 34, PAM 51, 51A, do 51B OF THE Qft=T PUBIC RLCORD3 OF DUVAL COUNTY, FLORIDA. _.__!moo R': /� 0 �U,j'�,F�'4' � ✓.E.L1/1/ �'!/1'L�� //✓A.5�1 .45T ODK EA. 30,E'A:p — IA V 11 ErT ' Al � COVERED PORCH PAP ONC h ------- h i Is roR y 0 . 1 h 13R/CK RE6/DENC6 (n t /V A. /748 a; 0 h IZ' q /9.2' V �1 v �'•, � �r � �' � 28.9' 3;.-t, c owc n , 4. so h VAT/O a' Q� — — 47.4' :VA I:4L Ilk- E- i APPROVED CITY OF ATLANTIC BEACH :4cNd44AEp AIAAI. 7; /974,70 SIMOW PLANNING&ZONING OFFICE IA:0AIRY A'OI&A/PAOIrlON. ,4.PZIMPeN A. A�O90CIA71SS, 'ivc- JU 312001 lo rE: ECAAF C&Z—P APQ/4_/9, /174 TO SHAW INAL S&AWAY. f.A-J90RDANAj ASsoc•., /Mr. HEREBY CERTIFY THAT I HAVE BURVEYED THE LANDS AS iHOMIN IN THE ABOVE CAPMm D THUM ARE NO ENCROACHMENT!. / H. A. DURDEN i ASSOCIATES, MC. 920 — 7TM AVE. SOUTH JACKSONVILLE REACH. FLA. SIGNED ✓lLZ Y 3/. toZ3� SCALE: / „_ 3 0 • R a11TtRED SURVEYOR NO. 167/ FLA. 14293 ORDER NO MAP SHOWING SURVEY OF WT 10BWCK 1.1, SUVA MARINA UNIT N0. 6, AS RECORDED IN PLAT BOOK 34, PACW 519 51A9 do 51B OF THE tL1RRMT PUBLIC RSOOADS OF DUVAL COUNTY, FLORIDA. IVA MAR/n/A l/iv/T Np 5 EASTERT apo 3�,���Es 29 29A - • vls, m k 9 • F o�rc'' COVERED PORCH 710 - ---- q r s r4R y p 0 3R/CK RE'S/DENC'6 NA. 17449 28.9' pATi0ol ' b� a7 oov .h -6ARA66 p. R' �/0 ti`Y �SO i ,jFCl' �P�`I/, APPROVED 7TH: CM Uf AILANTIC BEACH PLAN&1NG& ZONING OFFtCE rCN�GI�(iD VAN. 7) 1970,701!'A/OW A'a®NQY .004WID.4774N. J L 3 1 2001 ,.f.AU.QDtN A .d�SOClgTES� %1/�'� OTE: 'EC 41CKEV APR/L /9, 19747'0 SHowr By INAL 5VA?VAY. �.A. O41RWN-67 ASSOe./ Me. HEREBY CERTIFY THAT 1 HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE C.AMON D TMERt ARE NO ENCRa/gCHMENTs. H. A. DURDEN i ASSOCLATES, INC. 928 - 7TM AVE. SOUTH JACKSONVILLE BEACH. FLA. sianec AUL Y 3/_107 SCALA: / 2 ,340 " 111111655f I RED SURVEYOR 040. 1674 FLA. ¢293 4933 ORDER No 38'0 3ft 3'6 ^12'6 25'0-12'6� 3'6 23'0 10'0 15'3 13'11 \` / 5'0 L-1 6'6 COVERED PORCH BUYER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION NOTES: TO WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS IF NO SCREEN TO INSTALL FENCE WITH SELF CLOSING,SELF LATCHING GATE TO REINSTALUREPAIR SPRINKERS AFTER POOL CONSTRUCTION LEN. t�lCof;�tPgc- r � Y• oR�Ai�fc jj*�r �,h(kTE p- LI N I=� - . G` GES?AM1C ,.'+ k//53L�LO°►`t- STEPS _ T I LE o L I49HT � � O MAIN DRAIN SET INTO CENTER OF � 6■ � � Z'd STEEL GRID AT POOL DEEPEST POfNT r ;= SECTION- -MAT-PUS7777 [ a 2' . 7 .. .. .. 2' pay+>"' yl i �l.aTr,•: .;,;-• acct:,�� . ��.. (Q PTI,O N A.L) , Y N PUMP - Nt-L I=LE.CT'R I C Kt- PAlYEL' ` � MOTOR SHALL COUFOR RVtCE .�£ W/ART. G$O Nsz- . G 5 .� JurtCT N Ls-rR J.1N ERBox too%Y UGgt •��� 0¢�' £(L Wf Lt7W. ti P~•QC�'L DEGiG •- �: -1' -htiti �� - •�ATER�� 4 -_ 1L-� SY CUZ': vr_.• -- r :,:i. `f��.,��;;,,`]''��s�r:.+; •%w:.^;ar_". :•.v.:k�si.,:•'::.i: nc:�.+.+..,..,. _ _ ,:r.: y#y. ,�' 'v r .i�.�ny( y �� r +f•���.i°7��}y,d•7:: •�.rz..;.s�. 'yfa'i �,p. s ~�� rt t 'fie- "'d� ' _�.ta .... .z 4 ka.��w 'n^' •� K,,,�'d~'.,,�'��.n,.�+�� �,�, '�� .fid - ,, .�c ,.., .'�Y' .,,... •.�,�r rcs-„�•.y�"'sat•��.i..a •s,7.waw�u:=�' �. -?';f'�....�... ..... .. .. a..�C6ras �� .r:.��.�}_. .:.... . .. .."�a'�'�,°•, ►vz ::. f n .:: Name CHRISTINE CUTLER Home Tel 904 2467100 Job Address 1748 LIVE OAK LN Work Tel 904 2429532 Job City 0 Cell Tel State FLORIDA Zip 32223 Fax LEGAL DESCRIPTION Lot# 10 SubdivisionSELVA MARINA Block 11 Plat Bo 34 Page 51,61A, County ATLANTIC BEACH srrE:eonrffrrfov ::::::::::::::::: ........................... Fence removed by A&S Acess from Type of Dig STANDARD DIG Reinstalled by A&S Acess over Pregrade required 0 Hours Fence t pe Access letter required Pool out of ground Sawcut Concrete 0 ft Trees Rem. By No of Trees Remove Concrete 0 sf Rem Stumps Other OLN,�1 A'SPECI�'IC�#:170-M : Pool size,ft 6 x 3 Gallons 3 Depth x x 6 Pool Area 400 sf Spa size,sq ft - sf Raised beam on pool Pool Perim. 78 ft Spa Perim.,ft 0 ft 6" 0 ft Fountain Area 0 sf Spa Dam Length 0 ft 12" 0 ft Fountain Area sf Spa Dam Thick 0 in 18" 0 ft Neg Edge Length ft SpaRaised, inch 0 in 24" 0 ft Neg Edge Hight in No of spillways 0 # 30" 0 ft Lower Basin Area sf lNotch Wall for Glass Blk no Fountain Glass Block# 0 Lower Basin Perim. ft ISPA Glass Blk 0 Shear Descent w/f 0 in 0 amt ENGINEERING/Double steel required NONE Skimmers INFLOOR SYSTEM Outside Swimouts 4 ft ft Pool lights " 1 SAM 111 Floor Heads NO Inside Swimouts 4 ft ft _Spa lights 0 110V Step Heads 0 Shallow end Bench 10 ft ft Fount.Li ht 0 NONE Bench Heads Sunshelf ft sgft I F/O Pool 0 Spa Heads Beach Entry sf F/O Spa Leaf Canister NONE ....................... Filter Type, Size DE 48SF leaner Type RAY-VAC PLUMBING IN FT Pool Pump Size 1.5 HP Stub Cleaner Line YES Cleaner 2.0 25 Waterfall/spa Pump Clearvision Sanitizer YES PoolSuction 2.0 25 Air Blower NONE Other Sanitizer INLINE CHL Main Drain 2 25 Heater Type NONE PoolReturn 2.0 25 tam Heater Size N/A Pool Returns# 2 Water Featr. Solar Panel No 0 Spa Jets# 0 TherapyJets Solar Panel Size 0 Therapy Pool Jet# Jet Air Line Electr.Controls NONE Spray Jet# 0 Spa Suction 2.0 0 Spa Side Remote Shear Descent, in,# 0 Spa Jets 2.0 0 Extra Outlets Shear Descent Spa Air Line 2.0 0 Rockfall NONE ISpa Fount. 1.5 0 ;: :..... Cantilever,ft Concr. Deck to TOP 450 sf 6" Riser, ft B/N Brick,ft Concr. Deck broom fin 0 sf 12"Riser, fft 0 Rock Edge,ft TOTAL CONCR. 450 sf 18"Riser, ft 0 Tile Selection M-6846/4 Deck Topping Type ACRYLIC Tile Source NPT Deck Topping Amt 450 sf 6"Turn Down ft 0 Tile Trim Type 0 Exist ConcrTop Amt 400 sf 12"Turn Down ft 0 Tile Trim Amt 0 SPOT TIL Total Topping Amt 850 sf 18"Turn Down ft 0 Deco Drain,ft 38 Topping Color REG.SAND BUFF 24"Turn Down ft 0 Handrail 0 Color Banding Width 0 ftDiving Board Grabrail 0 Banding Color Inserts V/B Net Planter Forming 0 .......................................... ....•.......................•.•.:........... .................. Pool Interior Finish DBR-BLUE Screen Area 1546 Pan Al Roof SF 0 Rope Anchors Screen Frame Color 0 Insul All Roof SF 0 Rope&Foats YES Screen Roof Type 0 Child Fence No of Doors 1 ANTHONY & SYLVAN POOLS WHERE AMERICA SWIMS 2683 ST.JOHNS BLUFF RD SUITE#155,JAX,FL.32246 TEL-904-928-0700 FAX 904-928-9918 Pool Designer SINDO DELGADO Date Sold Dwg ## ## CPC 018308 CHECKED BY DRAWING BY: SINDO D. REV 1/2/01 TONY R.11 E =' -• $'L`1P GENERAL NOTES 'p OlS N o W1 ALL 1. FOR POOL PLAN. SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S { :RLAL` 0uNctct ,I Box 1-4 C� t�Ti-1ERS POOL WALLS ANc PNEUMATICALLY LL BE 1FLOORS THICK APPLIED C0tQCRETECOMPRESSIVE A COSSIVESTR 3,000 PSI IN 28 DAYS.CONCRETE DECK SHALL BE 2.500 PSI. 41op MIN. J.'ALL POOL CONSTRUCTION S}-ALL DOMPLY WrN LOCAL'CODES, OR z T E R E Q F AND NSPI MINIMUM STANDARDS FOR RESIDENTIAL SWIMMING POOLS ' a A 3'a Gir<. 'TCS GOK�bR.N1' ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROV. It w iT u LflCh,L Cot ES OTHERWISE NOTED. ` S.'ALL REINFORCING STEEL TO CONFORM TO ASTM 815 GRADE 40. REI • : �_�,,,., SHALL BE V3 BARS AT 12' O.C. EACH WAY WiTi 12 LAP JOINT 114 It ( " (:) TRAINS FLOORs. � (sy p mK I=R s) 8. ALL METALLIC POOL FrI71NGS WITHIN S' OF THE INSIDE WALL • REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING M 8 AWG WIRES TO BE RUN INTERNALL'F l S E R. ��S H CO N C R ET E AP ROVEDPPER PVC LIGHT CONDUfT FROM THE LIGHT NICHE AND TTHE ALLY COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRIC U.L APPROVED 1ZV 1140 W 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND WHICH POOL LIGHT IN U.L.APPROVED _ COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPA ' UNSUCTABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE RE HEAW STAINLESS'STEEL:FORMING . ITS ENTIRETY AND THE AREA S!-I4LL BE .BACKFILLED WITH AC .SHELL W1 NO: 8 BOND PER;.N.E_C., MATERIAL AND-PROPERLY COMPACTED.-WHERE:UNSUTTABLEMATET NOT BE REMOVED,THE POOL..ML?SC•BE REDESIGNED, • OIE{'TsiEX15T1NG.ST�11C7URES,IFROM F/ S. THE CONTRACTOR,MUST PR r ACCEPTABLE METHODS 1F•.RECI]1RED 7HE•UF.Si'w` ENGINEER:ACc #.3:BARS 12" O.C.,EAMA`f RESPONSiBILIryFf)R THE.SAEtYOF•tdtP 1.TRUCtL1RES.- S. THE DESIGN ENGINEER. `ASSiJMES :tJO.. ••RESPONSISILliY FC MIN. 2 CONSTRUCTION IN EASEMENTS •OR REQUIRED SETBACK ARE} CONTRACTOR ANDIOR OWNER SHAILL VERIFY-].A'YOUT AND ALL Oil �r COVER OVERSHOWN PRIOR TO CONST RUCTION,. ALL BARS WITH it 4' tU�11t' 4u 10•CONTRACTOR SS ALL DETERMINE LOCATION OF ALL LMLMES 1N REL 6"TILE ' t '� " POOL AND TI'S EQUIPMENT ANO ENSURE MINIMUM•CLEARANCE IN ACC TH LOCALREGULATIONS AND ORDINANCES. 45' ANGLE =11 45° ANGLE 1 = 5.1 11.WARNING!TO EMPTY THE POOL FOR ANY REASON THE HYDROSTAT 2 #3 BEAM BARS PRESSURE MUST BE ELIMINATED.THE OWNER MUST CONSULT A COt CONTINUOUS EXPERIENCED IN ELIMINATING UPLIFT PRESSURE DECK BRICK OVERPOUR (1 ROW} , ALTERNATE BEAM FINISH DETAIL (904)928-0700 E .i2 8sWiched 1946 H �E WHIS CCPPER WIRE .� 2683 ST.JOHN'S BLUFF RD. S. SUITE 155 ,_...._ ._ JACKSONVILLE, FL_32246 t FAX:(904)`928-99T& ... p GG L�•�.4tSC • gWITC14 I CZ La 4 2v. SWIMMING POOL rAs MASTER SPECIFICATION D RAW N G -P :7 .: rr1111. m P F3..{3RlCA'.32793 PHONE d t- { d75?-5733 ;,NOT "Ta SCALE ^tet' ; ,r• - - — ---' CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: 1748 Live O,_.aka OWNER OF PROPERTY: Cutler TELEPHONE:: CONTRACTOR: Duval Roofina Company CONTRACTOR'S ADDRESS: P O Box 351180 Jacksonville. fl. zip: 32235 STATE LICENSE NUMBER:CCC 04405 TELEPHONE: ,993 1968 DESCRIBE WORK TO BE PERFORMED: New Roof VALUATION OF PROPOSED'CONSTRUCTION 2400.00 MATERIALS TO BE USED: 25 year�fiberalass s ongles SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: SWORN TO AND SUBSCRIBED BEFORE ME THIS 24 D F 19 2000 AS TO OWNER: / UB SWORN TO AND SUBSCRIBED BEFORE ME THIS / _OF47 - `!�'� t^ AS TO CONTRACTOR OTAR'� &yVccon�_. E�KP.yWoo x. Liability Insurance Supplied ttrtcaoeu(tOleMxtR a .. Workers Compensation Insurance Supplied Yee Contractor Lnse information Supplied Yes Occupational License information Supplied YeS PAID �z5 9 2000 M of Atte We tich. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233 - Tel. (904) 247-5826 ROOFING PERMIT Permit Number: 19721 Address: 1753 LIVE OAK LANE Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision:_ SELVA MARINA Est. Value: Parcel Number: Improv. Cost: 2,400.00 4 :r QWNER[71FQRM%e�4TlQN ;,.. Date Issued: 3/13/2000 Name: RICHARD DRAUGHON Total Fees: 25.00 Address: 1753 LIVE OAK LANE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/13/2000 Phone: 904)356-9473 Work Desc: REROOF TOM ,. . �Q[ FES ..., ` DUVAL ROOFING PERMIT 25.00 i Ef>�' EElI�i i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1:25. 1 14 L Date: 3/14/20 01 �;eceipt: 0Q41a61 1 "e CHECKS CITY OF ATLANTIC BEACH 001@00 �II�ID ��032210@0 e�; s 3 Y 1 DEPARTMENT QF 8U1 "LpING { 1 ;. CITY OF ATLANTIC BEACH j ,Y wYM"fY PER `• `© AYF!Q ---M-- M--M--i-- 1(' 14 kTI N 'INFO AiION w.a ---M P.ermiV ,-Number 8185 Addr6ss. 1748 'LIVE PAH LANE Pepmit Typ+ MECHANICAL ATLANTIC 8ZACH, P14ORIDA 32,233 � Cleve' cf Wcrak s ALT ERAT1QN L DESCRIPTION _...:.. Pyr+ 1po. ze � Use i SI t ISR ' "A , Vbwtzhip. RNG t 0 ? elli>�zgs." A Cade;' 0 su.bdiVi ©n. SELV"A MARINA it i:Inatc` Yalu .00 Implrov. C at : SIO OQ Tota .Ot3 tmdun ' 45.0J M f h� P APPLICATION FEES" ----- T I ON .� P tIT x+45.00 y WA IMPACT FEE so,€10 M LANE j , ? F rI P E FY�tR I1}, as , Pim a; I' 85 AT C ME T TAP .00 RA? 3N GAS-H.R.S. $0 .00 .. . � ; R FflR TI ....w__ . RAI1�fJfi' CAs 5% $0 .00 i t t � . .,� CAF`I-'A"L._IMPROVE 31.5.. 'S AVEfSU SOUTH PERER, TAP $9,00 AX IS FLORIDA; ,3x254 HYDRAULIC SHARE ,�00 i $y8e.' 3 CROS CONNECTION $o'. CONST. SURCHARGE I NQTICE—ALL CONCRETE FORMS AND FOOTINGS MUAT BI:INSPECTED T D I EFARB POURING v r PERMIT wolf?SIX MONTHS AFTER DATE'6F IS$U`t ECIILDI�'MATERIAL,RUBBISH AND,DEBRIS FROM THIS WORK Mt1ST"N"OT.BE Pt ACED IN PUBLIC SPACE,AND MUST BE ;"'CLEAR UP AND HAULED AWAY BY EITHER CONTRACTOR.OR OWNER, "FA"ILURE TCS COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN i THE PRE�PE tTY C)W"ICIER PAYING TWICE.FO BUtLQING 1III ROVEAIIENTS." ISSUEQ AGCORDING,TO APPAOVE'O P�ANS WHICH ARE PART OF-THIS i�ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION O APPLICABLE PROVISIONS OF LAW. 00000M:000,00W $4100L14 ATLANT BEIhO tLLOINt DE RTMENT ��4/14I94 01 t� it Z 4 it BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82258 Y •/ APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT - Applicant to complete all items in sections 1, II, LII, and IV. LOCATION Street Address:Xn OF Intersecting_Streets: Between And BUILDING Sub-division II. 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 attaclLecl plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good,practice listed therein. Name of Mechanical . Contractors Conkaefor (Print) Master Name of Property Owner )06, Signetura of Owner Signature of or AYtlwrized Agent Architect or Engineer Irl. 6IIERAL INFORMATION A, Type of heating fuels B. IS OTHER CONSTRUCTION BEING DONE ON ` EkeeM;cTHIS BUILDING OR SITE? /Q bas-(3 LP Q Natural antral Utility IF YES, GIVE NUMBER OF CONSTRUCTION C) on PERMIT Q Othw — Specify IV. M/CMANICAL Et UIPMONT TO RE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Span ❑ Recessed } 4Centhel O Floor 11 Now Building XAir Conditioning: ❑ Room �CeentralExisting Building Q, Ouch System: Material 1 Thickness___, Replacement of existing system I ❑ New installation(No system previously Instotted) Maximum capacity e c.f.m. O Rafr garation 0 Extension or add-on to existing system ❑ Other — Specify Cl Cooling tower: Capacity g,p.In. Q Fara sprinMers: Number of hoar+■ Q • Elwator' ❑ Menlift ❑ Escslstor (number) THIS SPACE FOR OFFICE USE ONLY Q ;6asdine pumps (number) (Roo Ilan ) Q Tarlkt (number) Remarks Q us contsi-.N (number) Q Unfired pnsssure wsNl Q . . Permit Approved by Nolliars Ism. Q Ot1W -- Specify Permit Fs- UST ALL EQUIPMENT AOL CONDITIONING AND REFRIGERATION EQUIPMENT Cwt p Nlmnber Uit■nDescription Model Number Manufacturer (fioopjF wA� 2--0<vy HEATING - FURNACES, BOILERS, FIREPLACES X=ber Vnits 1 Description Model Nt�asber ![anufsl�gtires ) ��1 TANKS )!Hoer litany Nath OW Capacity Zype Llgatd Neaae at Serial A- am Dlauodeoa Contained NamdRetmwas No. AEeacr r c/� DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, I . PERMIT INFER ATIOff! ,. ..--., LOCATION I NPORMAT ,,Permit N�e>w`: ` ' 13:205 Atld SS; 1.1 S LI'VR OAR .LANE' Pferralit 'Type: RNR ATLANTIC BEACH rLOR VA 32 13 ,' . �...- ��. 13ESIRIPTION .._ .. Class of Work:NZW T C sL>w'. TTP�eWOOD FRAME Slockz '� Late Proposedu� Sectjon- o subdfc� Iwellin�s : I Subdivision.SXLVX "AREA t t. value: 4 00 1: 0%tov, C�a ` 1871 .00 Natal 'Feea : .4Q Amount Pad Date', /1997 Wrs:k De NC}I PER PLANS 7 � °-. . � APPLIC,A'TION EEE _w-.. . IT. �1{?. ? Name5 Addi-�,0— LANE FLORIDA X22 � �V� 'Oro q ' fiar ;' Pho»� R FORMATION ------ i Na 'DU _ Addr. 1l 6 ,° LLD E RI N� "JA ' Lic: w vo / t, _'40 fry b .. t � '110T'RwS: 4 NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE iNSF�EC'FEI�BEFORE pQtIRING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT.BE,PLACI=D PUBLIC SPACE,AND MUST BE CLEAREa Up'AND'HAULED AWAY.`BY EITHER CONTRACTOR OR OWNER 6;PAl1.URE Tt 4 PLY WITH THEM CHAN1c6l' LIEN W CAN SSUl.T 1 THE PROPE�t'�`l�"OWNER' i�AY1NG TWICE FOR E3UtLb NG`IMPRC�iIEMENTE:' 'ISSUED ACCORDING TO APPROVIrD }CLANS WHICH ARE PART OF THIS PERMIT AND 'SUBJECT RlwitQCATIOF4Rr VOATIONOFAP 'LICABL'EPFQVISIONSCLAW. ATLANTIC BEACH BUILDIWG DEPARTMENT By 77I 2 3 1996 0 APPLICA'rT()N FOk f,LNCE PERMI Building and Zoning Ovroei d name-IJOP-3 . O—LrrTLCIQ- Phon&- Z"-3Z92- 'o'.Jur it 011 lei trim f t ;te% SSI-2-?i 22 �j lust of f evc-e Sr n il.f ;,sem n4 i. a kart y c.0 t, 4 of or"al 7 00 14 -at 0 ym 3 ZO �� 4 ts O N 3` o .� ( T A C— - 0 v t N y ?¢ • O 3. Q Z 4- 0IIS m Tl ~~ n N �- w ICD h CD °^o Z �0 6`w`Dp� 92 r CITY OF 4&a&- Be A-I& / Office of Building Official REQUEST FOR INSPECTION J Date ` , ( � _ Permit No. _ r Time A.M. Received P r7 Job Address Locality �Z 1—L cjv Owner's Name �—" W' rA7LQ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & C Re Rooting ❑ Stab C Temp Pole ❑ Top Out C Heating Insulation G Lintel ❑ Final ❑. Sewer ❑ Fire Place c�c/j:t Pre Fab R FOR INSPECTION M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made C) - P.M. Inspectors Final Inspection D Certificate of Occupancy Q ytLc(1�Uj?�y�{tet t„ p6f Date CITY OF 4&a&4 BewA-4&u-da Office of Building Official REQUEST FOR INSPECTtQ Date _, Permit No. Time A.M. Received --- RM. f i Job Addressg I g ? I Locality lO. C Owner's Name Coniracto&_ _ BUILDING CONCRETE ELECTRICAL BING MECHANICAL Framing a Footing C Rough Wiring 17i gh 0 Air Cond. & C Re Roofing �]11 Slab 1-7 Temp Pole G Top Out ❑ Heating Insulation C3 Lintel t; Final 0 Sewer C1 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thur Friday P.M. / ( A.M. Inspection Mad -�.-a fa�!t ____—__PK Inspector_ Fina!*Iction Certificate of Occupancy 0 y ` �'OX✓r" `l.t�tJ$`�"_ Date �'�} CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD +� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 t` Application Number . . . . . 08-00001299 Date 9/19/08 Property Address . . . . . . 1748 LIVE OAK LN Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 CU 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LACY OCEAN STATE HEAT & AIR, INC. 1748 LIVE OAK LANE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/18/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 09/18/2008 15:32 FAX 9042498949 OCEAN-STATE-A/C + ATLANTIC-BEACH 0002/002 f>t. _1Y7 „tI CITY OF ATL ANTIC PE AC)a MECELkN-ICA.L PER VST .APPLICATION 9 `1d�, y�/ p pate: Property 7 ress: / / 4 Owner: Telephone#; {" ; 07 0 contractor: OCeOn tGl. - �1.�£ � C_ 'TeiephouE�#: .Coutractor Address:.1. -.7. Fax #: la coatideremoo of permh eves for do*die*Oft at dancdbed in the ahovc In== seoa,`"e bumby atgree to perform aid wary in oeeordanc: Mihh the uucbgd pia,and 3Peciflcfspas which Wt a Pat t1cmOi tud is amovdmee with the Cttq of,�ldrtovz Bomb ordiam=;and Meda&of coed practice litared tharaiD. Type of Ha iag[cud: If ocher caassuctian is bait&dame mtbir.btiildtM _ �• or site,hat t m bu>Zdin0permit number: ❑ Gas. LY _4mw atl __jgnt=al Utility a 09 ❑ othra—9acc& IVIECHA?aC� I.L EQUIPMINT TO BE INVAED NTD OF WORK _5pace Recessed �tutral _Flom t9r Resisimtial ' �AuCaaclitianing !_Roam O' Duct SYR=: 1vlatctial� �ThinY.ucss ❑ Carntn�cial ma buum capacity ❑ fiairicerauan ❑ New Builai:q_ ❑ Cooling Tower. Capacity MOO'Lw=!-BuddmS ❑ yire Spriur-crs:"rinmbe:r of Heads D Elevator. ,_,_ Meulift Escslazar umbar 900"g-piecc�at ai r-: Sys 0 Gasoline pumps_... Teaks (Nu>7s,bt:J ,D 7�icw jnste3]esian ❑ (1Vuxubcr) (No v),st n,previmn1y i23%Mcd) O TLPGaA Containers n Unfired pressure V easel o Mxumian or Add-ot to E-4stigg Sy,-r= ❑ Boilers _.._...... ❑ Gas Piping _.._. . pd O Qther:SpCcify � . IST AZI.�EQU4't++IllNT AIR C0NDITIO14M4Gx,RTid►RIG1&T10N 1QV1"A2q7 sc COM 'WSOB'S +VProV Number Utat Desmiptm Matltrl# bianuiaetura 'Tea's Apdcy t,TuvG—yaRMALrM,aoaaraas,PUML ,CES tM f NDl:='S mar0*0 unit= Ducipcau Nlodd P Maaalhatnrcr BTLre A$aaay [+lomrmatl t;apsctq .TP.,ugrud aerial 4pprAvmg Roy mW" &Dimawi Cunra�acd Maaufactu+sr ' Na. Ratet►a'% Sao It Luolc Road• AUxatic Ecuch, Florida 3".,133-3443 Pbnnr•MAX11.0- R00 . 1ra7: (904)247-34d5. hitn-/hvww ri ltlantic-hextch.fl.a•9 �lrr C TY OF ATS AN'TIC BEACH SIT APPLJC-kTI0-N Date: Property Address: 77f �� v Telephone �-' - 0 Contractor: (fir LC Et1L:L= ~ 9 } � 'Telephone 9: C.ontracto r Address: ` � � '� - 1 Fax in coesideradon o permir givee for doing the work as described in the above statemenr,we hereby agree to perform said work m accoraance ! with the at[ached plans and specifications wfficL are a par:hereof aad in accordance with the Cit, af--kaa-aac Beaeb ordinances and standards o2 good prac6m listed therein. Type of Heaiina Fuel: if other consrruciion is being done on this biEd-mg or site,list the building permit member- rlecmc ❑ Cras: LP Nat=al gn ral Utrlity ❑ Oil ❑ Other—Spedfu NiFC$AINIC-L EQUIPMENT TO DE LNST ALLED NATURE OF WORK Heat _Space Recessed _✓antral -Floor g� Peside>snal v?.,i_r Conditioning: Room central ❑ DUC-L Sy Sit= 2vlatznal Thic'lmess ❑ Commercial t4la mum canaLiiti din - n Ta eLv Blain^ I i ❑ R�iil��'aL1i�Il 1 �oLtIla TOWer: Caoazir_,' II ,_;__1stmc- ulld7E-u ❑ lrcJ,A.m Numb-- oI Etads ❑ E1GvaT�r: 1413➢1L$ F$c3lator (1`i11ZIlber) j�/ R17r�lIleT��,fE-14Liag Syz-Iem ❑ Gasoline pumps Cwumberi j ❑ Tan1L; (Nu=ber) ❑ ivew Tnstallaaon ❑ LPG Coniainers Pio system-fie nousiy installed) ❑ Uulired Pressure Vessel ❑ En=ion or 13dd-on to—Em in'-System ❑ Boilers ❑ Gas Piping — -- er_ Pe ---— ❑ Other=Specify - ,,,,, (,sQ, LIST ALL E Q UIM ENT W V`� ,�CONDITIONING,IZDFRIGERATI0N EQUIPM�YT&CONDEIYSOR'S d tlpprovina bfumberUaits Description Model Manufacture o-D7 s Agency HI',0ING-FURNACE,S,BOILIRS,ME &AM HANDLE,RIS Approving Mumber Units Description Model R Manalacturer BTU's Agency TA11fK3 hiominalCapaciy Type Liquid Serial - ,3pprgymg FIoiv tv[anv &Dimensions Contained Maaufacturer 14o. p_a--ncv 300 Seminole Road - Atlantic Beach., Florida =33-5445 P'nnni- (9(1:tl'.47-�)RMO . Fax- (9041 2471'-524= - bttn-lhvvvw ri_atlan#ic-beach_f7_a.s FOR OFFICE USE ONLY Date..........f.l_.. C ..........19 7_.3 /(%I tPermit #........................Fee$... ................... CITY OF ATLANTIC BEACH Valuation ...................... FLORIDA House # ` $... -.1 ...mak 4. 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. / Date...•Ic?Z4iMc4r!e... 9. , 1973. . Owner..�.. .___.. .V..------------------------------------------------------------ . - �� -------------•--•------•-------•---•--.........Address_ NZZiy Lc9cn �C(aq,(�'Telephone No,7 fv�a, .-- .... ...................... �+ ���Ccgs;-,mac tbM��s � Architect.L.t2.. ._...�.............. - --•••-..._.........,......n..__._._ ..Address..........................................................." Telephone No------ ------------------------- s Contractor Builder_W.,___,. w'C ��i 1oitJ 3, ' 3S��� y._3'4A......Telephone No.-81..165 ---------------------- 1 �Address� .......... 7 ...165.... Lot No........./Q...................................Block No..ft----------_----_---..Sub Division✓Ellwt! _4-..-ti�-..�?... :--•--•---Zone---•--------- 1'(V'G � K E-------.----.Street-..�.'_'!RTt-}----Side Between....................- ..........................and......................................................Sts. p®!a Valuation $ +��� ... ... or what purpose will building be used-. �!'l.�.C!L� Type of construction_. 5 '_E' '�'� - - --- ---- -• y - Dimensions of Building xLot Dimensions of .... ClS.�Ao l Size of Footin�K16"f ...... .... ...................... Size of Piers--.--ffia�', ._---------Size of Sills---------&.4"'�'_.Greatest Sill Span in ft...........L.?�......._Type Roof....LP.-.T..�4!SS How will Building be HeatedT._.. _..___-_P.L)A1P ....................Will Building be on Solid or Filled Ground?...S40-L�.A......--............. Size ers s.__..2--5`l�y Z$.Via, Distance on Centers--- �� I-©��........................ Greatest Span....��',.w r " ...................... Size of Floor Joists_......=? .........................Distance on Centers.......... ._...�........_._.._....._._., Greatest Span................................. •-•--•--• " Size of Rafters........i .X.(P------------------------ ,Distance on Centers........Z ............ 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 specifications shall be submitted with application. Inspections required. ted. 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. 04 r i 9 4. When framing is completed. 0 3�5 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. S. Final inspection. Note: In case of any rejection,re-inspection MUST be called for rafter corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City ol Atlantic-Beach. f r Signature of Builder,_!!! '... ). .. ._..... .................................. Address.i33S �:� vrr TAE �✓xd_& Ft6•.. Signature of Owner------, ................ Address.%�..... �..��`.....zL x.20 C_ ✓ r .._...__.... s i CONTRACTORS LIST i ............ GENERAL CONTRACTOR W. R. Brown Construction Co. Inc. j 1335 Lane Avenue Jacksonville, F'orida 32205 Tel. No." 78I455"0%291-2185 4 PLUMBI14G SUB-CONTRACTOR r Jim Mangrum 'numbing. Co. 8204 Paschal Street Jacksonville, Florida 3221 Tel. No. 781-450 ELECTR ICAL SUB-CONTRACTOR United Electric, Co 4751 San Juan Avenue Jacksonville, Fla, { Tel. No. 388-4614 _ I ROOFING SUB-CONTRACTOR Horace E. Taylor , 9260 12th Ave. c .Jacksonville, .glorida. Tel. No. 764-5739 Drywall.. .�.SUA=CONTBACTCIR i Drywall . Dillj1ng4 Drywall Construction Co. 316 Rhone Court Jacksonviile, Florida 32208 Tel. No. 765-1334 Tile SUB-CONTRACTOR I Roy W. 5lappey 3479 Eunice Road r J9X Beach, Fla. 32250 1 Tel. No. 249-7365 MASONRY SUB-CONTRACTOR John H. Perry 6749 Grace Circle West ) JACKSONVILLE, Fla. 32205 t CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT NO. DATE : a LOCATION LOT NO. BLOCK NO. S/D OTONER MASTER PLUMBER � 107 BLDG. BUILDER OR CONTRACTOR �����! � �p. PERMIT NO. TYPE O F BUILDING _______ �.. S:tNKS _LAVATORY / BATH TUBS URINALS CLOSETS r SHOWERS / WATER HEATERS DISHWASHERS DISPOSALS OTHER TOTAL FIXTURES @1 .00 NO WORK MUST BE DONE UNITL A PERMIT HAS BEEM PROCURED PLANS AND SPECIFICATIONS must show a plan and description of the site and location of all the soil and vent pipes , and the number and location of all fixtures , (In accordance with !ordinance No . 188 of the City of Atlantic Beach, Florida.) must be shown on back of application and be approved by the Plu ,~.binU Inspector . DRAW PLAND SPECIFICATION OF ABOVE PLUMBING ON BACK Approved by Plumbing Inspector. Date (FOR OFFICE USE ONLY) Rough-In Inspected 4 ,Z .- REMARKS (_�4 Final InspectedCERTIFICATE ISSUED: - ` CITY OF _/ Ve -d - �� 716 OCEAN BOULEVARD P.O.BOX 25 ---- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 July 21, 1987 Mr. H. O. Cutler 1748 Live Oak Lane Atlantic Beach, Florida 32233 Dear Mr. Cutler, This is to officially advise that your property, Lot 10, Block 11, Selva Marina Unit No. 6, is located within the flood zone C. as established by the Federal Emergency Management Agency and indicated on Flood Insurance Rate Map Panel #120075 0001 C revised April 18, 1983. Sincerely, Rene' Angers Community Developme t Director cc:file MAP SHOWING SURVEY OF , WT 10, BLACK 11, SUVA MARINA UNIT N0. 69 AS RECORDED IN PLAT BOOK 34, PAGES 519 51A, 51B OF THE MTd) NT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. .��O ms's /'� O, CU,j"L ER � ✓E.N/1/ C!/TL E'.R /YIAA-Z 9 •vN/T No s EASPLAT - i - N /Z /Ron/ IA � o 40' ;'GONG.•' '<?ATtA;•p 'OAT/q:' M � O70•W t� 1 ' a 3R/tK RERivt�NC6 'vj (n vo It I P 29.9' c . 4. S, AA 2r T/O V 6ARA61 p, •q '1: 'V. E• 'J 47,6' s'oawo.�"'/EON iOlJNO�"'nreN L / Y O 0< G •� /�/E rwj�: REGNrSG/<LO dA/✓. 7, /974,,re SMOW A 4A: ON.?Y .�DUNO.AjYON yA•OL/RGtN f. A Sf4C/AT65,-%VG. -Ivo TE: RECALF C,t'6D APR/4 /9, /974 7•D SHOW F/*VAL SURVAY. H.A. OURDAN4, Assoc,) iNIC. 1 HEREBY CERTIFY THAT 1 HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAP470H AND THERE ARE NO ENCROl 6HMENTS. H. A. DURDEN i ASSOCIATES, INC. 928 — 7TH AVE. SOUTH JACKSONVILLE BEACH, FLA. SIGNED ✓l/L Y 3/.- 19.Z3.� , SCALA, Z 00 R OISTERED SURVEYOR NO. 1674 FLA, X293 ORDER No a CITY OF ATLANTIC PEACH APPLICATION FOR SEWER CONNECTION PERMIT NO. DATE /`/—� s LOCATION -- '`r�� aC%E �— STREET LOT NO. J� BLOCK NO. SUEDIVISION � OWNER TYPE OF IUILDING CJ MASTER PLUMI ER INS PEC�!'ED ` - f j 7/ Fy FILLED ACCOUNT This plan approved subject to the following provisions being included in the building; In hollow masonry unit construction, each unit cell shall be reinforced with at least one No. 5 bar at all corners; poured and tamped with concrete; such reinforcing shall be properly tied into the footing and spandrel beam. All wood truss rafters-- roof construction shall be securely fastened to the exterior walls with approved hurricane anchors or clips. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 518" deformed reinforcing rods for one- story buildings and three 518" deformed reinfor- cing sods for two-story buildings. Reinforcing APPROVED rods shall be placed in the lower one-third of CITY of ATLANTIC BEACH the footings, properly placed and fastened on t. BUILDINC OFFICE metal saddles with wire. Footings shall be 20" wide and 8" thick minimum. Date.._. .. Z_z ,3 ;J i. '1 '•.l.r J A it1114 N is aJl i s"� a APPROV -- ec ra Cont mi e ... . ............ �.�. �`..: ............ ... . DATE:...N`'..Q-73 ,...1 "D.. 17 i i i 4 .. uy e 1. LnlcLle i­-arce by outside vlall Git. to front;. 2. Riep a,: e 161 Gari:; e door with 13# door. . Z�zp���stzU1 inexpensive X20 tC�l sin.-le laundry tub ��it�a�2 ar to ... 7 one pieoe +�y✓V�1�.,q,resjssion «n gW�ll.3. �„9y. Dy�+1.Gas'V,Vk� e �.e'�t?flyesr 4j`ryi�A.f r.g.f A,.-, nart ition between �g4.4J..c�e�4 +„4ie L��. ���t 6/.+�tl V�� 6,:..i.ea. 1, Removepartition rt tion between und utility room and My,-oasi4PaL,t doors (and Cloc t) . ,'w; JErid floor coveririC into ex;, a ded utility room area 2. ;•:ogr(. rear wrAl of utility room into Family roost V . • u :lac,c ,:e lrry, tt.; "�r� door in F)nrtit.�on betf� f.�en lav VGry .aid utility' ro€m to clear sho,.,,C r ( 5 bolcou) . oV th v't t'�"''}'a'J :._ £^�i"i.-'oi2ally 2��'5,�.'t.)ss � i �I�.."�C7Z' 'C3i front wall (-arac Ixastval 521, x 211 pre-fah 8ho,,:,er ::;tall. u. Install rouz;h pl.umbin for a sink on ret::r -r.,,--U 41 from ra.,,;hty wall of utilit T roolli. to Frte McZ,ynn l��;). l. • 1. Remove Grill a s extieust mood with fan and build in hmana i`Y;. ' `3 II-V4 Oven. hf.' 3• �*, 4Y'SSl will below.' t C E'C Jrjfi C?@ xlr�. 's 11:� ic . -...,, Ice i�`.►6. .,.it,.i ne fel oiY. 2, In s ,all. compactor. B, Dining ice. 1. i:e.;laoe tura double dun; wi ith 6'-0" ;.` 61-31, slid- Tzr �JQcs doors. i:.uo:e my �. of tf*- )r:r .t�.td. _.r: between n dinln room and liv- ing room but ret"in on,-;u4. i overho�ad arch 1,Md aide gurtit;.i ons for por..siblo inst .l �ti.cn of wood folding ,00rc a later date. F. Liv nr` gym. .• cor.;iJ.der L'E 'z'slac-`n- 9' 1 1 :$:3 ; ;lazs dool wit,,* a 61 zlia-l-rx r larJoor €uid window wall. of 61811 ra. h `�'. �3.a `�. uz� wig ;"'ow at; bottom. PPR ► A to Con mmi e ... ....... -� C. .... N Y..,................................... DATE........)l .jlNHftfffN f f .....•...... N.M. G. Fti er. 1. Re,,Lace"Raised 11l::rater" with rai* cd )latiorm approximately e1 hiCh out:!lied. in brick covercd with Identical floor coverinG as foyer. Arca dimcasions remain the same as v it1h palunter. 2. Ooneider other floor covering rather than Slzate etc. Room* 1.. Subcti.-tute how r for tub. 2. Add lavatory (31" hi h). . Remove sink from vanity. 4. Add. 2 dear:. Reduce size of vanity if necessary for clearance. 5. Adds11Y1i,,, t of siaudard size in an ac ;eJsible location. I. 1. B`...ii h• 1. 14d sl gli ht of standard size in accescable location. J. Owner's Bedroom. 2. Relocate center line of nide window at paint 818" from rear ed,-e of a berior and replac;o with ytindow of lar®ef;t prac.°tical. width. 2. Replace reau� w l.ndow with 61 x G18" sliding f,—lass doors. 3, t-log=e wall partition and. door 61 toward front of h:use. 4. Remove center window on ri;-ht wall. 5. Relocate scuttle to attic into hall. 10� llama . .ter.�• r..rnr.� 1. Remove rear wall. 2. Dzild closet with bi-fold doors. 3. Build clothes closet with bi-rfold c.00zz. 4. Relocate center line of ri&ht side window at point 8*8" from front edge of exterior and. re :lace with window of larSeot praCtic ca width.. Re °,ove cl.ocet on left tand wall over with partition. L. &droc . 1. Deduce closet size to 416" to ensure a minimum 631 clearance from front closet side to front wall, M. Mora, 1. Add wind tu,rb n.- or o4c or vet{tilators to roof' backside of llou,6se. Tzr..ic to be determined. PPROVE Ar to ra on m 'ttee .. ........... ... .... .......... -:�...,. ............_................. ............................................._..................... DATE:.......iso.Y.....7...373.................. .,, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ti ATLANTIC BEACH,FL 32233 J ...E INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000077 Date 1/25/10 Property Address . . . . . . 1748 LIVE OAK LN Tenant nbr, name . . . . . . 3000 Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 95000 ---------------------------------------------------------------------------- Application desc remodel bath and kitchen ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LACY OWNER 1748 LIVE OAK LANE ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 460 . 00 Plan Check Fee 230 . 00 Issue Date . . . . Valuation . . . . 95000 Expiration Date . . 7/24/10 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 75 ST CONSTRUCTION SURCHARGE 13 . 50 AB CONSTRUCTION SURCHARGE 1 . 50 STATE RADON SURCHARGE 14 . 25 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 460 . 00 460 . 00 . 00 . 00 Plan Check Total 230 . 00 230 . 00 . 00 . 00 Other Fee Total 30 . 00 30 . 00 . 00 . 00 Grand Total 720 . 00 720 . 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 oe� I I I I I r t 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 +� OFFICE:(WA)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF NARK: 3.SO,FT.UNDER ROOF 4.LEGAL DESCRIPTION: 5,CLASS OF WORK: e.USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF NARK &ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR [IPOOL/SPA 11YES 11N/A '�d�,•!q T /TC'�j' / %/� ❑MOVE 11 OTHER ❑NO PROPERTY : CONTRACTOR: ARCHITECT/ENGINEER: - 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 4z,vh T Z'qe y 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 7,y eat 18.ADDRESS: 26.ADDRESS: f�'TGrrNric'llrr�-jr� �L�j�T3 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 'D -.;7-yd. 7i6Cl 13.CELL PHONE: 21.CELL PHONE: Z 29.CELL PHONE: A14.EMAIL ADDRESS: 22.EMAIL ADOR S: 30.EMAIL A RESS: FEE SMIPLE TITLE WXIDEF BONDING COMPANY: MORTGAGE LENDER: Of OTHER THAN VAMM, 31.NAME: 33.NAM 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,Fumaces,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. t 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 n AMA Power of or Apericy Letter RegAred) (Glualmar only) Signed: ( Date: Signed: Date: Before me this cpday of ,2009 in the county of Before me this day of 2009 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally ared herin by himself/herself and affirms that all statements and declarations are herin by himself/herseH affirms that all statements and declarations are true and accurate r true and accurate. Notary Publi to ounty VC✓ Notary Public a rge,State of County of ❑Pe ally I own own roduced I entifi do - ""'n"' SHIRLEY L.G I tification- Nota Public-Stat 4f,E Notary Signatu na ire Feb 1 Commission#DD 518533 Bonded By National Notary Assn. BLDG01 Permit Application Bldg:REVISED:12/182008 CITY OF ATLANTIC BEACH T (OWNER / BUELDER AFFIDAVIT 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 'CONSTRUCTION CONTRACTING'REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY.TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25.000.00 OR LESS. THE BUILDING *"UST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE, IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE.WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EW—LOYED BY YOU HAVE LICENSES REOUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. It. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN'OCCUPATIONAL LICENSE'IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY' OR THE FLORIDA 'CONTRACTORS CERTIFICATE' TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5825)IF IN DOUBT. V. THAT I HAVE THE ABOVE DISCLOSURE STATEMENT ACKNOWLEDGEMENT; AND THAT I COMPLY WITH ALL TEEFHEREQUIREMENTS ENTSO NT R THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PHONE NUMBER ADDRESS Ale1-2, PRINT E �J SIGNATURE DATE Before me this day of 20_ in the county of Duval,State of Florida,has persona 9Y appeared heran f!henaelf that an statements and declarations are accurate. Notary Public at Large,State of County of Eq? �;� SHIRLEY L.GRAHAM '�3','' K� � - =01P0.Y ("_ Notary Public-State of Florida My Commission Expires Feb 14,2010 '.r Commission#DD 518533 .qrf ii n�P•� Bonded By National Notary Assn. 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C04i*of v re whom R mayeenc.rtr: eesoedranoe wluu s colon 718 wen WM be mo �b ar4�ln roo popu4rNOTis�in OF cahMMlEMrceYM�t1T: bftmft bwontteuon to slotod m tlnti Lam/��� r��� Y beli9 imDtovad: r' Addrom NpoM"7bft N GNU,* of Mtprovrane*:�ll��.f`. /�•d.L,yl.�,_. _$�eTy -- AM 1 011 Aftftu Owner's interest in%me or kqm remant .L_.Otdr yl fir[ MV FOR Stttrpbi ThiohoMw gragw Mon owrmo Marne AWmas (�Onlredorop Address Ph"N& Fax N& su"lR" Addrms Of bums Phone t+to. Farr No. Name and-ftooll d airy Penson msktng a bean for the oansbUMW of the intPraveawn0. Nance Addiaes Phare Noy Fear No. Name of Ptsrsat%M1,m bre Slee®of Fborlde,other W"t*Tft .daignebsd by WM"t"M whom nuft s ar outer doatmenle mey be servo& Name Address pro"NO. Fax No. Ir eddigtxt b ttimesK ovrrrbr deslyr Wm the f Auw q person to momwe a copy orMe Lhnor'e Ntrt as Premed in Sedan 719Au m(b),FWft Staaaac.(FMi in at owner's a$"- Norm Address Phone No. Fox No. Owira fon dale of NWw of Cammsno www(the er"aWn date N one(1)yoer nom the dobe of tewnft uMoas a difftrOnt dtrfe is rpm; PACE QWPERATE b l 47 _ — — serara nx eN at f u0c-7 Numn.01UV'1100f,(J!78K1St3t Pape 148 .401MMPIafARintpraeplelb I'd allOotle ,�dI NtJmnar PArS, 7 hweet►an aMfinevetas ft R!`WdRd 01/2712010 at 11:1 a AM, Ma a"a•0d"'a0 JIM FULt_ER CLERK CIRCUIT COUR 7 DUVAL COUNrY PECOPO �d P.ECt�P,01WG 510 t)Q t.�..��.,.-^' k=rrrmoner77 °ain4' Ilgraotmh,mou 11%1017 110mmo Km m PM*ma 14 l CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ,l INSPECTION PHONE LINE 247-5826 10-00000077 Date 2/03/10 Application Number . 1748 LIVE OAK LN Property Address • • ' ' . . 3000 Tenant nbr, name . . . . . Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 95000 -------------------------------- Application desc remodel bath and kitchen -------------------------------- Owner Contractor -------------- ------------------------ ---------- LACY OWNER 1748 LIVE OAK LANE ATLANTIC BEACH FL 32233 -------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -----Permit . . . ELECTRICAL PERMIT Additional desc REWIRE - ADDITION Sub Contractor ISLAND ELECTRIC OF THE FIRST C 00 Permit Fee . . . . 90 . 00 Plan Check Fee . Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/02/10 --------------------------------------------------- Fee summary Charged Paid Credited Due _ ---------- -- ------------ ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i 0-800 CITY OF ATLANTIC BEACH 10- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 rf OFFICE:(904)247-5626•FAX NO.:(904)247-5645 3 - VWVWCOAB.US ,v ELECTRICAL PERMIT APPLICATION DUVAL COUNTY �G„1:,°JOBADDRESS.,,.1 a ❑NO 9 !Q JWY �,IV DRK &(YES PERMIT# (� ©�77 Z ,..�(if�N.,. E,+.�. s",t�"a-)'' "�•`` �”,"r fb#s'' '`+',rEJ':.., a�PROPERTYUWNER..^ ,t�+�E uC",r�,":`w,i,9dl�lr (.0 :..Y 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: iA ELECTRICAL CQiAi NTRACTOf 7 NAME OF COMPANY: B.ADDRESS.: A V�• �AX L �c,R . 327 6D 9.STATE O FLORIDA LICEN E NO: � 10.CELL PHONE: 11.FAX NO V- l c 131 5 0 0(k 31 5,04 162-q 5'D81a p12.EMAIL ADDRESS: 3.OFFICE PHgqNE: _ 14. (SL.AL/6 -yXc�lG j le U'lW UTO-1--E q fo 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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. CONTRACTORS SIGNATURE: 'Y' 'D-- 18:CLASS OF WORK s, :•;'7Yd rl ,,;will u,,r, +.,, " u? 17:'SERVICE: ❑MULTI FAMILY-#OF UNITS: RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR ,, 19,.CdRRENT„CODE- ..I�",rG ALTERATION ❑SIGN ❑OLD ❑NEW 08 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA REWIRE OTHER �?il= '',-,s ' �`%, islsk+ (. �,�„ r + . X ' `w, „�,,. ,aR; .w. .,, ,. ,� � w.,• . 20.TYPE OF SERVICE: [3OVERHEAD M UNDERGROUND ❑ UNDERGROUND UP POLE I 21.NEW SERVICE: CONDUCTORS PER PHASE: C�POWER IS ON ❑ POWER S OFF 22.SIZE OF CONDUCTOR: AMPACITY: 200 ❑COPPER ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: Z"0 PH: I W: •3 VOLT: f c'Gh`!4 RACEWAY SIZE: '•'- 26.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 2 31-100 AMPS: I OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31 SWITCHES 0-30 AMPS 31-100 AMPS OVER 100 AMPS #m,^'732:AIR.COJ!IDITIONIN,G,r #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: w� "!" ,..'4..1�rdaiPi ,,-�i'•i. irr„ u ,a,n,,'; r„s� ,.i” 1...�i����33.MQTOR$�,.:0 �"'4"�rr,f,+�k�M��`. .,lbnr'�`o. a�,.�i� .;,.� *�. .;r,.p" '� NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: .,�, ;. 34.TRANSFORMERS: . _: „, UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: Lt, 4-al d- KlrGtf r Elect Permit Application 2010 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 ��JFK fir' Application Number . . . . . 00-00000010 Date 2/02/10 Property Address . . . . . . 1748 LIVE OAK LN Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------------------------- Application desc 9 FIXTURES ----------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LACY ROTO ROOTER SERVICES 1748 LIVE OAK LANE 2028 W 21ST ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 354-7321 ------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 118 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/01/10 ------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 118 . 00 118 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 118 . 00 118 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FRQ.4 :ROTg ROOTER FAX NO. :904 3549255 Feb. 01 2010 02:26PM P2 Feb 01 10 01,39P Information SystemsCITY O 904-247-5845 P•1 CITY OF ATLANTIC BEACH 09—•, � _� l I so UNI-401Z ROAD.AT&ANno BEACH,r.'Q2= ` I ` OFrIce jwfj ?-ftN&FAX N0.10IM:20-8543 0UL0!NG OERT*COA0.US PLUMI ING PERMIT APPLICATION DUVAL COUNTY 1: R (&NO ra a YES PERMIT a S.ADOR_SS IF DEFERENT FROM JOB ADOWSM 5 PI/ONfi: p� T.NAw OF cowANM F.AIRWOW `` 1� Y.STATE OF FLOROA LICOM Wk 10,CELL FMO"P. 11,Mx NO.: C. ti 12.WAILw 658: in.OFFICE PMCNE: k �7 / Application Is haroby molt to ahtain a permit to do the work and insteNetions as indkMocli. I waft that alit work WA be performed to rrraet the standards of all taws regulating oonstniction In Ihis pJrtedction. This pemril becomes null and void If work Is not commenced within six(8) months,or IY construction or work is suspended or abandoned for a petted of six(B) al any time,alder work is commenced. CONMeFORRMNATUR6 , 10.NATURB OF IIMORK: 7: 1Y: '• • •: ' o b7 FLORIDA BulLatuo CoOE- NEW PLUMBING O RE-PIPE O OTHER: $ATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER _ LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN aa. PERMIT ISSUING FEE: $55.00 TOTAL FIXTURES: , x $7.00 (PER FIXTURE) + $55.00 Feb 01 10 01:39p Information SystemsciTY O 904-247-5845 s p.1 s ' r CITY OF ATLANTIC BEACH r 800 5E""OLE ROAD,ATLANTIC BEACH,FL 32233 09-, r+ OFFICE:(904)24=-5828•FAX NO.:(B04;247-5845 8U ILD:NG DEPT®C DAB.US PLUMBING PERMIT APPLICATION +y..IOB{�AonREss: DUVAL COUNTY C) -i 2.IS THIS A SUB PERMIT. 3.DATE-. %NO 4—~ 13YES PERMIT X: 4,NAME; PROPERTY OWNER 5.ARESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: C1 0'iDD - PLUMBING CONTRACTOR: 7.NANE OF COMPANY: B.ADDRESS: ` . 9.STATE OF FLORIDA LICENSG , ') E NO: 10.CELL PHONE- 11.FAX NO.: 12.ENAJL ADDRESS: 73.OFFICE PHONE: 14. eRU4 O Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 worts is suspended or abandoned for a period of stx(6)me s at any time after work is commenced. CONTRACTORS SIGNATURE: 01 a 15.NATURE OF WORK: 18:CURRENT co ❑ 17E 0 NEW ❑V7 FLORIDA BUILDING CODE- RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: A BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN r WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN l It" i 20.PLUMBING PERMIT FEE3: PERMIT ISSUING FEE: $55.00 TOTAL FIXTURES: _-3— x $7.00 (PER FIXTURE) + $55.00 = i CN A,�_ XD003 Permit Apprrah on Plumb:12M 812 00 8 Ticket 15408210 Ticket Inquiry Division 046 Cust# 13843,1820 VOIDED 2/01/10 Name BOB LACY Credit History Address 1648 LIVE OAK LN Service Agr# 00000000 ATLANTIC BEACH FL 32233 Problem 03109110 Call Type SERV.-FULL PAY Phones 904 246-7100 904 521-8344 How Pay VOIDED (Cell) Credit Card# Contact Str# Exp: Auth: Called Full Pay Jobs 00000 Group Completion Code: Call Taken Schedule Dispatched Audit Quality Ctl. Employee 0526 0452 0000 0000 0000 Date 11/03/09 11/12/09 0/00/00 0/00/00 0/00/00 Time/ETA 1:28 P 8:00 A Comments CSR BATHROOM REMODEL/WORK FOR 452 CSR P/#452 HE WILL CALL CUST 11/5 TO SET UP CSR APPT HOLD 452 WORKING ON PROPOSAL More. . . F2-Tckt List F3-End Job F5-Revenue F6-OPCC F8-Quality Ctl. F12-Selections F11-Tckt Actvty F14-Gust Inq. F15-Agreement F17-A/R F21-Assignments q � .,.�.�y z.a � f �� f �i `ted �. �V�.*;5"+.�s*•� t� U IL • CDPltUR Proposal Pricing 2/01/10 Maintain Proposal Items Customer: 138431820 BOB LACY Proposal: 132979 Date Entered: 2/01/10 Submitted By: 0452 Ticket #: 00000000 Description: Problem Code: 0 1 0 Follow Up: Branch/CC: 46 Employee #: 0452 Date: 2/15/10 D-Decline (C-Item Previously Accepted) Rev Type Opt Flat Rate (F4) Amount Description Code (F4) Sry 6255.00 KIT BATH REMODEL 3 9 _ .00 _ .00 _ .00 _ .00 _ .00 _ .00 _ .00 _ .00 _ .00- More. . . 00More. . . Proposal Total: 6255.00 FB=Show/Hide Additional F10=Update F12=Previous Screen Information np - - ALL ALLOY 6063 T5 OR T6 SIZE ALLOY SPAN SPACING ROOF BEAMS T6 Z FRONT POST T6 �.� 3 L� END POST T6 a7 PURLINS T6 �. EAVE BEAMS 2 X 3 0.050 T6 TOP BEAMS 2 X 3 0.050 T6 PURLINS 2 X 2 0.044 T6 CHAIR RAILS 2 X 2 0.044 T6 BASE PLATE 1 X 2 T6 00 SCC 051711 7 W ALUMINUM OF NORTH FLORIDA, INC. The Name Everyone Prefers 855-14 St Johns Bluff Rd. C-10 Jacksonville, Ft 32225 (904)998-1938 Fax: (904)998-1937 --T _ I APP R OV E Tony Blanco Michael Brokaw CITY, OF ATLANTIC BEACH pager(904) 8894365 pager(904) 889-4178 }� BUILDING OFFICE r, JOB NAME: APPROVED / CITY OF ATLANTIC BEACH JOB ADD SS: (J Jnr 2a PLANNING&ZONING OFFICE CONTRACTOR:. By a- t5t=Alfl iU 8F-AM (;UN k=U iOUNI UE IAILBEAM TO COLUMN CONNECTIONS SPACING BETWEEN SCREWS CANNOT BE LESS THAN 2" SLAB DETAILS ADDRESSING EROSION GUSSET THICKNESS MUST BE GREATER OR EQUAL TO WALL THICKNESS SWIMMING POOL ENCLOSURES ONLY BEAMS SHOWN ARE SCALED AS A 2x9 SMB OTHER BEAMS ARE SIMILAR -2I/V 1'•(Q 0w«a.aB1 BEAM FASTENERS : SIZE PER SIDE(2)SIDES p t.t..ar(� •0 2X4 SMB 8 PER SIDE#10 SMS p 0 2X6 SMB 12 PER SIDE#10 SMS 0 0 0 0 0 0 0 0 O O O 0 1 0 O 0 O t0.I 1 •1"S�uw p O O /\ \ O O 1.NµoCM 7 K.s4R9 BCW 71•QC I I I I O Y Tutt Imfx 2X7 SMB 14 PER SIDE#10 SMS -' 2X8 SMB 20 PER SIDE#10 SMS ° 16 PER SIDE#12 SMS exArw•aE 7 x.eeA"m sucwa Y(q uPE MOlal T 2X9 SMB 20 PER SIDE#10 SMS EXTERIOR GUSSET PLATE 8 16 PER SIDE#12 SMS 2'MIN. 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I►-2 Mininum y;•ir%''� ---''--_j :��2 eI =,` STRUCTURAL CU11ER I/B'.11/2'REC.CHANNEL.052 1 Natcn 1 49: 11111 A 2500 PSI Ca trete-`1 A a4• In . LLI I a 4 tl UK PCA" - 1/4'Concrete Anther :. ^' d A i CAGE BRACING DETAILSA�ASRACIHG SIDE VIEW _ d. . �J 4• ' 1/tr SPACING MAX SPACING V/ 3/16 CCA MLr 3 3/4 X l• X 1/8' 2i O/C 24' O/C (EXPAA(3.:Q4 TCLn WLVST7tM PLAIE 33 FRONT VIEW n MAXIMUM ROOF BEAM SPANS I _IN DECIMAL FEETSCREEN ROOF/SCREEN WALLS WIND 110 MPH DEFLECTION 1/An <------ COLUMN USED -> <•-_.._. ... _ ' COLUMN _--- ' <--- •COLUMN US D > �•• E 0• SCC 051711 8 WALL - 70 'WALL 12 'WALL rr� ROOF (F) (G) (H) (1) (�) (K) - (L) (MJ (N) ROOF (F) (G) (H) P) W) (K) (L) (M) (N) ROOF (F) (G) (H) O) (4) (K) (L) NO (N) 7 BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 USED PB SMS PS SMS SMB SM8 SMS SMB SMS USED PB SMS PB SMS SMB SMB SMB SMB SM8 USED PB SMS PB SMS SMB SMS SMS SMB SMS ' 4•-0' 18.42 19.08 19.25 19.25 19.25 ,19.25 79.25 19.25 19.25 4'.W 18.42 19.08 19.25 19.25 19,25 19.25 19.25 19.25 19.25 4'-0' 16.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25 ALUMINUM (H) 5'-O' 17.08 17.58 17.75 17.75 17.75 - 17.75 17.75 17.75 17.75 (H)- 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 m V.D. X am 17.75 17.75 17.75 17.75 77.75 17.75 17.75 2x4 6'-0' 16.08 16.58 16.75 16.58 16.75 16.75 76.75 18.75 16.75 2x4 6'-0' 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 2x4 6'-0' X X 18.75 16.58 16.75 16.75 16.75 16.75 16.75 PB 7'-0' 15.25 15.58 15.75 15.75 15.75 15.75 15.75 15.75 15.75 PS 7'-0' x 15.58 15.75 15.75 15.75 15.75 15.75 15.75 ,5.75 PB 7•-0- x X 15.75 X 15.75 15.75 15.75 15.75 15.75 OF NORTH FLORIDA, INC. 8••0' 14.58 14.92 15.08 15.08 15.08 i5.08 15.08 15.08 15.08 8•-0' X 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 8•-0' X X X X 15.08 15.08 15.08 15.08 15.08 W-O* 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 9•-W X 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 9'•0' -X X X X 14.42 14.42 14.42 14.42 14.42 The Name Everyone Prefers 4*-W 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 4'-0' 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 4'-0' 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 855-14 St. Johns Bluff Rd. C-10 (.!) 5'-0' 20.08 20.0'8 20.25 20.08 21.58 21.58 - 21.58 21.58 21.58 (J) 5'-0' 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 (.� 5'-0' X 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 2x4 6'-0' 18.42 1e.75 18.92 18.92 20.25 20,25 20.25 20.25 20.25 2x4 6'-0' 78.42 18.75 10.92 18.92 20.25 20.25 20.25 20.25 20.25 2x4 6'•0' X X 18.92 18.92 20.25 20.25 20.25 20.25 20.25 Jacksonville FI 32225 SMB J'-0' 17.42 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08 SMB 7•-0' X 17.92 17.92 17.92 19.08 19.08 19.06 19.08 19.08 SMB 7'-0' --,i---X 17.92 X 19.08 19.08 19.06 19.08 19.06 8'-0' 16.75 17.08 17.08 17.08 18.25 18.25 18.25 18.25 18.25 V-0' X 17.08 17.08 17.08 18.25 18.25 18.25 18.25. 16.25 8'-0' X X X X 18.25 18.25 18.25 18.25 18.25 (gQ4) 998-1938 Fax. (904) 998-1937 9'-0' 16.08 16.42 16.42 16.42 17.42 77.42 17.42 17.42 77.42 9'-0' X 16.42 18.42 16.42 17.42 17.42 17,42 17.42 17.42 9'•0' X X X X 17.42 17.42 17.42 17.42 17.42 4•-0' 28.08 28.58 -28.75 28.58 29.92 31.92 31.92 31.92 31.92 4•-0' 28.08 28.58 28.75 28.56 29.92 31.92 31.92 31.92 31.92 4'-0' 28.08 28.58 28.75 28.58 29.92 31.92 31.92 31.92 31.92 Tony Blanco Michael Brokaw (!C) 5'-0' 26.06 "26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25 (K) 5'-0' 26.08 26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25 (KJ 5'•0' X 26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25 2X8 6'-0' 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 2X6 6'-0' 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 2X6 6'-0' X X 24.92 24.92 25.92 27.42 27.42 27.42 27.42 pager (904) 889-4365 pager (904) 889-4178 SMB 7'-0' 23.25 23.58 23.75 23.58 24.42 25.92 25.92 25.92 25.92 SM8 -T'-0' X 23.58 23.75 23.58 24.42 25.92 25.92 25.92 25.92 SMB 7•-0- X X 23.75 X 24.42 25.92 25.92 25.92 25.92 814Y 22.25 22.58 22.58 22.58 23.42 24.58 24.58 24.58 24.58 8'-0' X 22.58 22.58 22.58 23.42 24.58 24.58 24.58 24.56 8'-0' x X X X 23.42 24.58 24.58 24.58 24.58 V-17 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.5E 23.58 9'-0' X 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23.58 9•-0' X X X X 22.42 23.58 23.58 23.58 23.58 4'-0' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 4'-0' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 4'•O' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 (L) 5'-0' 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.06 33.08 (L) 5'-0' 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08 (L) 5'-0' % 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08 2x7 6'-0- 27.58 27.42 27.92 27.92 28.75 30.08 30.92 30.92 30.92 2x7 6'•0' 27.58 27.92 27.92 27.92 28.75 30.08 30.92 30.92 30.92 2x7 6'•0' X X 27.92 27.92 28.75 30.08 30.92 30.92 30.92 SMEs 7'-0' 26.25 26.42 25.58 25.42 27.25 28.42 ?995 29.25 29.25 SMB 7'-0' 'X'- 26.42 26.58 26.58 27.25 28.42 29.25 29.25 29.25 SMB- 7•-0' X X 26.58 X 27.25 2E'A2 29.25 29.25 29.25 JOB NAME: 8'-0' 25.08 25.25 25.42 25.42 26.08 27.00 27.75 27.75 27.75 8'-O' X 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27.75 8'•0' X X X x 26.08 27.08 27.75 27.75 27.75 e 9'.W 23.92 24.25 24.25 24.25 24,92 26.08 26.58 26.58 26.58 9'-0' X 24.25 24.25 24.25 - 24.92 26.08 26.56 26.56 26.58 9'•0' X X X X 24.92 26.08 26.58 26.58 26.58 -�•� 00, 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 JOB ADDRESS: (M) 5'-0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75 (M) 5'-0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75 (M) 5'-0' X 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75 - 2x8 6'-0' 33.42 33.58 33.75 33.58 34.25 4 35.42 36.08 37.92 37.92 2x8 -6'-O' 33.42 33.58 33.75 33.58 34.25 35.42 36.08 37.92 37.92 2x6 6•-0- X X 33.75 33.58 34.25 35.42 36.08 37.92 37.92 + >MB 7•-0' 31.75 31.92 31.92 31.92 32.58 33.58 34.08 35.92 35.92 SMB 7'-O' X 31.92 31.92 31.92 32.58 33.58 34.08 35.92 35.92 SME( 7'-0' X X '31.92 X 32.58 33.58 34.08 35.92 35.92 8'-0' 30.25 ••30.58 30.58 30.58 31.08 32.08 32.58 34.06 34.08 8'-0' X 30.58 30.58 30.56 - 31.08 32.08 .32.58 34.08 34.08 8'-0' X X X X 31.08 32.08 •32.58 34.08 34.08 CONTRACTOR: 9'-0' 29.08 29.25 29.42 29.42 29.92 30.75 31.25 32.75 32.75 V-Cr X 29.25 29.42 29.42 29.92 30.75 31.25 32.75 32.75 9'-0' X X X X 29.92 30.75 31.25 41.92 .42.25 42.25 42.25 43.08 44.42 45.08 47.12 48.42 4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42 4'-0' 47.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42 (N) 5'-0 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 IN) 5'4P 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 (M 5'-0' X 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 2x9 6'-0' 38.58 38.75 36.92 36.75 37.42 38.42. 39.08 40.75 41.58 2x9 6'-0' 36.58 36.75 38.92 36.75 37.42 . 38.42 39.08 40.75 41.58 2x9 6'•0' X X 38.92 36.75 37.42 38.42 39.08 40.75 41.58 iM8 ry 34.92 34.92 34.92 34.92 35.58 36.42 38.92 38.58 39.25 SMB T4T x 34.92 34.92 34.92 35.58 36.42 36.92 38.58 39.25 SMB- 7'-0' X X 34.92 X 35.58 36.42 36.92 38.56 39.25 "- 6'-0' 33.25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42 W-W_ X 33.42 33.42 33.42 33.92 34.75 - 35.25 38.75 37.42 8'-0' X X X X 33.92 34.75 35.25 38.75 37.42 - - 9'-0' 31.92 32.08 32.08 _32.08 32.58 33.42 33.92 35.08 35.75 9'-0' X 32.08 32.08 32.08 32.58 33.42 33.92 35.08 - 35.75 914Y X X X - X - 32.58 33.42 33.92 35.08 35.75. INTERPOLATION BETWEEN VALUES IS PERMISSIBLE INTERPOLATION BETWEEN VALUES IS PERMISSIBLE - INTERPOLATION BETWEEN VALUES IS PERMISSIBLE - 53 7. th fAk fqk nLA w �! a�+ ^• �'`` I f c Q h p, • w p pi w Oa Z a ► 70.9' Y3R/CK STFP ` O O Pi Q V _ '0 nOWN 51 " z PC, -4 O .:f Ly 121 •t •v i Q''�`� ti� 6 C a 12 G30 ' CP w o `- Z t b Z no I VI I W �\ I� IS) R' Z