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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 2/3/16 Permit Number: I U© 2—^ ® I I • FEB 0 5 2016 Building Permit Application PERMITTING Planning and Development Services St. Lucie County, FL Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: r G41 L PRC+POSED,lN1PROvt FENT LOCATION Y Address: 7507 LAKESIDE WAY, FT.PIERCE, FL 34951 Legal Description. LAKEWOOD PARK-UNIT 2-BLK 10 LOT4(MAP 13/11S) (OR 3831-295) Property Tax ID#: 1301-602-0004-000-3 Lot No.4 Site Plan Name: Block No. 10 Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION"'OF WQRK� �' . v1111 Remove & Replace 9 x 6'9" Garage Door .n/0 SIZE (YMA16E� 1 1 v CONSTRUCTION INFORMATIQN. ..,, Additional wor toe e orme under this permit—check a appy: HVAC 11 Gas Tank ❑Gas Piping _Shutters Q Windows/Doors I]Electric 0 Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction:$ 745.00 Utilities:Sewer E]Septic Building Height: 77 OWNER/LESSEE ., CONTRACTOR ' 3 . V Name AJL Management Corp Name: Simeon Spagnuolo Address:PO Box 650689 Company: ABCO garage Door Company, Inc. City: Vero Beach, State:FL Address: 670 8th Court Zip Code: 32965-0689 Fax: City: Vero Beach State.FL Phone No.559-5597 Zip Code: 32962 Fax: 772-567-0894 E-Mail: Phone No. 772-567-9098 Fill in fee simple Title Holder on next page(if different E-Mail: abcodoorvb@outlook.com from the Owner listed above) State or County License: 27233 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. j SUPPLEMENTAL CONSTRUCTION LIEN LAIN INF'0 MATION �. amu_.. ..:,.. . . DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before ` commencing work or recording our Notice of Commencement. _Signature of Owner/Lessee/Agent Signature of Contractor/License Holder STATE OF FLORID STATE OF FLORIDA {� COUNTY OF �Y�G�� � COUNTY OF �ti �-[ y-e The f cling ins r[ ent was acknowledggefore me The forgoing instrument was.acknowledggd before me this "09 day of 201 by this�1 day of 20 by 1 I Y-y)Qo-1'- SQaILa"1 d (Name of person acknowledging) (Name of person acknowle ging) (Signature of N ry\Public-State of Florida) (Signature of N r` ub/lic-State of Flori Personally Known V OR Produced Identification Personally Knowny OR Produced Identification Type of Identification Produced Type of identification Produced 01 1 b Commission No. ��_ (Seal) Commission No. r �_ 3515 (Seal) rO1�Y KELLY L.MONE N °`:�'�;` KEMY L • * * 9 EXPIRES:July 26,2019 EXPIRES:July 26,201 Revised 07/15/2014 Bonded Thor Budget Nota Services Bonded Thru Budget Nom S '9'FOF� I 9 Notary ° ori d9 N REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE -COMP TE INITIALS 1 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEETREVISIONS MODELS 24 GA 25 Gn 25 GA MODELS 25 GA 25 GA 3..OF 4 REV. N0. ZOPtE: DATE: FCN N0. APPVD: DESCRIPTION CLOPAY 84A,.94 73, 75 76 CLOPAY IDEAL 4RST, 4Fx. .6RST 2RST 'GALLERY' GD5S,'GR5S 17 SEE REVISION HISTORY ON SHEET ONE. HOLMES 48, 48B 42;42B -- .HOLMES' AR5S SHORT PANEL LONG PANEL 'ARTISTRY' -- IDEAL EDSS I— 3"TALL U-BAR x -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SNORT PANEL LONG PANEL I 2"THICK 20,.GA. GALV. STEEL D MIN. YEILD STRENGTH: 50 KSI D �i3„ r VERTICAL .!AMR ATTACHMENT (WOOD FRAME Ut DIN 51: p 3/8"x3".LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.0120 PSI MIN rONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE), WASHERS BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. '14x5/B".SfIEET METAL I OR, SCREWS. 1/4"x3" TAPCON SCREWS ON'19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40.GALV, SHIP LAP JOINTS. (C-90 BLOCK). 1" O.D. WASHERS REOUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK.,(BUT NOT REQUIRED) TO PROVIDE.A FLUSH MOUNTING BAKED-ON PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED-ON POLYESTER C TOP COAT APPLIED TO14 GA. GALV, STEEL END HINGE OTHFR JAMR CONELG11fL1T10NS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. A 1/4" SELF TAPPING SCREWS. - PREPARATION OF JAMBS BY 0THER5 I NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING ORSTRUCTURE AND 3" TALL x 20 GA.'GALV..STEEL U-BARS IN ACCORDANCE WITH:CURRENT BUILDING CODES.FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1.-2-1 PATTERN (I.E. TWO LA U-BARS ON BOTTOM SECTION, 014E U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. g B 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) !(14x5/8" SHEET METAL SCREWS TALUMINUM EXTRUSION &VINYL WEATHERSTRIP. `a -ffTHAA4"".-�-, SECTION A-A (SIDE VIEW * N 6 *r MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-21`153 .�� DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-21`756 '4(/ TEST LOADS: +57.0 P_S.F. & -66.0 P.S.F. PART NO.: N/A A Q: STA E OF �7� Unless sorted I_e _ 8585 Duke Boulevoed WINDLOAD RATING A �,�••.�c; R TOLERANCES,ore Clopay Mason.,OH 45040 USA 1 r �i CC>•�.O R l O, \�� oNo..513-R0-4800 �/ .0 � 1.031 906r.3 PmF 6ucls C4mpony� ox No:5I3-770-4853 i���S7�NA111%��, = DESCRIPTION: CLASSIC.AND CH RP STEEL PAN SC +38/-44.PSE uao t.oos DESIGN ENGINEER Ao00 = 1.001 DRAWN BY: r.1w DATE: 3/t5/ss SCALE: Nis DWG.R Degrees = 11/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE .0 SCOTT HAMILTON, P.E. Unless Stored Oth—L, FL DA LICENSE No. 63286 DDIENSIONS ARE.IN INCHES. DWG. NO.: 101348 - A/6 VER:,IBC 4 '�` 2 FLO PRODA PRODUCT DCT G APPR OOVAL 1610 4 3 2 1 'CLASSIC'RAISED�PANEL'EMBOSS DOORS 'CARRIAGE'HOUSE' RAISED PANEL EMBOSS DOORS REVISIONS I MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 4 QF 4 R�jFqDATE: ECN N0. APPVD: DESCRIPTION CLDPAY $A, 94 73, 75 76 CLOPAY GB5S.GR5S -- SEE REVISIOIJ HISTORY ON SHEET ONE. IDCAL 4RST,-4F- 6RST 2RST 'GALLERY' - HLiLMES 49, 4ED 42, 42B -- HOLMES AR5S -- SHORT PANEL LONG PANEL 'ARTISTRY' 140DEL 4F IS FLUSH IDEAL E85S -- D ' 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL D 2" TRACK CONFIGURATION. 'DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK rASROD: GALV; STEEL,FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR WITH (3)5/16"X'1-5/8"LAG SCREWS HEIGHT '•L'• INSTALLER(TO'SUIT). O-TRACK WITH(2) 1/4"RIVETS. B�_ - - 7'-0" 76- 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER 70 SUR). 'NOTE,'TRACK CONFICUR OPENING �j . /— ABOVE"THE DOOR OPENWG DOES SPACING NTE 30"O.C. 7-6 -JAMB PREPARATION NOTE n,r•J tr,>r.ir�Y�f 76 GACALV.STEEL END STILE. NOT AFFECT THE WIND LOAD s B•-O' ..fi '�h``:"< � HATING OF THIS ODOR, � 8'-G" 94" 1 I c 2-GALV, STEEL TRACK; q'-fi"L06" 2-I/2" X 12 GA GALV. STEEL 7R4CK THICKNESS 0.081-. - ' n 10'-0'112" TRACK BRACKETS FASTENED TO 10'-6: I16" WOOD JM485 WITH 5/6"X 1-5/8" p 7/76-I.D. ROUND 18 CA.GALV.STEEL CENTER MINCE p -L- 11'- ` LAG SCREWS. PUSH NUT FASTENED TD ENTER.STILES W/(4)'EACH = ii•-6`130- FASTENER. (%14x5/8"SHEET METAL SCREWS. C 36"t2" TYP, 2-1/2`X 12 GA GALV. 136" r STEEL TRACK-BRACKETS, -6"1W 14 GA.GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14x5/8" w ,ATTACHED TO JAMB WITH(1) - ")�" SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. 0 5/16'x 1-5/8•- LAG SCREW PER 13'-6 154" 2"GALV,STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0`Ifi 12 GA GALV STEEL TRACK BRACKETS 4'- WITH EITHER(2) 1/4"DIA. RIVETS OR 2"DIA. 7-1/2`LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. -10" 15'-0"172` (1) 1/4"X 5/8"BOLT& HUT PER TRACK BRACKET. S .ION F.-. . ..,.... 18-0 PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4"x 1213A) 3" TRACK IS A!SO AVAILABLE. ATTACHED WITH(2) 1/4`x 3/4"SELF TAPPING SCREWS. DOUBLE TRACK I.DW HEADROOM OPTION DOUBLE HORIZONTAL TRACK. D '0" HA'Mll7���i 60 *:• NO 6 �6!/ * MANUFACTURING PRODUCT CODE SHORT PANEL:'PAN-2F153 'y DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-.2F156 �• STA ESO( 4/: TEST LOADS: +57.0 P.S.F. & =86.0 P.S.F. PART NO.: N/A A U.1—Staled Otnemi- _ 8585 Duke 8aule ,d WINDLOAD.RATING A` Moron,OH 4SD40 USA TOLERANCES ore i upa-yTel W6 D P 3 8 Tet.Ifo.513 nD-48oD 'i��SS •••..•• ��,� 0_ 3.037 DuY6n9 PraWels[oryJy I.No.513-770-4853 ',VTV7O�1%%% .000 3.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEER .DODO = 3.001 DRAWN BY: MV! DATE: 3/15/95 SCALE: NTS DING.R DaOrees t1/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE L SCOTT HAMILTON,'P.E. Uml—Slated Omerwr:e FLORIDA LICENSE No. 63288 DIMENSIONS ARE IN INCHES,MY& NO.: 101348 - A/B VER: IBC 4 3 2 FLOR013A° PO[DMOl7 APPROVAL 16107 February 14, 2013 (Revised 3/25/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2.005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile impact). TABLE 1: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153: 101.348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 2: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156: 101348-A-ReV17, max. door size 910"" x 1610"; +38/-44 PSF (design load) TABLE 3: Drawingsfor doors with Manufacturina_Product Code_ MPCl[SIE-1F171: 101526=A-Rev19, max, door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) DSIU-lF171:- 104778-Rev03, max._ door size 1612" x 16'0"; +46/--52 PSF (design load) TABLE S: Drawings for doors with Manufacturina Product Code (MPG) DSIE-1F471: 104785-A-Rev03', max. door size 16'2 ' x 16'0"; +38/-42 P5P (design load) 104786-Rev04, max. door size 1612" x 16'0"; +46/-52 PSF Cdesign load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI /DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code, TABLE 6: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153:- 101348-u--Revl7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) PAGE1 OF 3 FILE: CBPC_130214-A.2 i EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 TABLE 7: Drawings fo ors with Manufacturing Product Code (MPC) PAN-2F156:- 101348-B-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product Code (MeQ DSIE-1F171: 101526"B-Rev19, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 9: Drawings for doors with ManLWcturing Product Code (MPC) DSIE-1F471:- 104785-°B-Rev03, max. door size 3.6'2" x 16'0"; +38/-42 PSF (design load) Test Reports: ATL-0107,01-13 (2/20/13), ATL-1206,01=12 (1/23/13), ATL-0801,01-12 (8/15/12), ATL-0827,01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117,01-13R (3/1$/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Deseriptign for doors with MPC PAN-21=153., These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece Injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 4813, 42, 4213, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, ARES, AR5SV, EDSS, ED5SV. Not all models may be shown on a given drawing. Product Description for doors w11f3 ME 6N-2F156: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height Is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece Injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 76, 76V, 2RST. Not all models may be shown on a given drawing. Product.Description for doors with MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing.,The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. J ELgduct Description for doors with MPC DSIU-1F171: These doors consist of V double-skin insulated sections with polyurethane insulation foamed in place between both skins, Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing Is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20; 7200; PAGE 2 OF 3 FILE: C13PC_130214-A.2 ' EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY S�MONAL GARAGE DOORS,W6—WS 7201, 72031, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors with MPCDSIE!!_1_F471; These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24". These doors, may have optional Impact-Resistant Glazing (Aluminum). Optional Im pact-Resistant Glazing is an aluminum front frame and a separate pol'ycarbonate glazing. The following models are at least structurally equivalent to the tested door: GD2SP, GR2SPi GD2LP, GR2LP, SFR68, Not all models may be shown on a given drawing. The optional impact resistant glazing is an iMje�j$M-noo|dmd polycarbonate front frame and glazing (GE LEXAN 8LXthat is an appnoved C1 plastic in accordance vv|th testing naqV|ned by FBC~B 2512. Approval based on review of the fo||$vv|nQ tests: HGTI-08'AU02 ASTM G15S> HETI-06-T586 ASTM D (before), HETI-06-T634 ASTM D638 (afteh; ETC' 6-1024-17498.0ASTMD2843, A5TMD635, ASTMD1929. The optional impact resistant glazing is an m|urn|nunn front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by �BC-8 2812. Approved polycarbonate materials are 5ab|cIPLexan 9034 (versions alsoapproved: MR10, 9030, 98318, 9016, 90317, 90311, 90314, 90355) and 8ay$ry4akro|$n {JP (versions also approved., SL, AR, 15). Approval based on review ofNOA 13-0717.01 (Sab|olP, exp. 7/17Y18) and NOA 12-0805.05 (Bayer, exp. 8/27/17). The drawing(s) cited above are an explicit part of this evaluation report, The text of this report does not attempt to address all design details and relies on the illustrations and text qfthese drawings as well, Jambs, lintels, s|||a or other structural m|ornmnto required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility ofthe professional nfrecord.for the building orstructure and }n accordance With current building codes for the loads listed on the drawing(s) referenced above. JM$ta||at|oh requirements per the 'relevant Florida Administrative Rule, including attachments, are detailed on thodnaw|ng(o) listed above. Installation must be In accordance with manufacturer's installation instructions and must bgo$ shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the dnmw|nQ'nhas reviewed the attachment details and installation nmqu|nannents` xv»»n»1x1x Signature: 00 Florida P. E. No. 63286 /~ e� Dab ��� Z���/�~—' ' . ' ORX ��op3ors `���Y[)` ' mLz� capC_u30214+.z |