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1861 Sea Oats Dr (vault) r r 2 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD y r } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Dill Application Number . . . . . 08-00000461 Date 5/02/08 Property Address . . . . . . 1861 SEA OATS DR Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3900 ---------------------------------------------------------------------------- Application desc REPLACE WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MECHAM, MIKE MARTIN HOME EXTERIORS 1861 SEA OATS DRIVE 5749 HAVEN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737-5009 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . 4/16/08 Valuation . . . . 3900 Expiration Date . . 10/27/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 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 i> 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000502 Date 5/02/08 Property Address . . . . . . 1861 SEA OATS DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 ---------------------------------------------------------------------------- Application desc REPLACE SIDING ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- MECHAM, MIKE MARTIN HOME EXTERIORS 1861 SEA OATS DRIVE 5749 HAVEN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737-5009 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . 4/16/08 Valuation . . . . 15000 Expiration Date . . 10/13/08 --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ------- --- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. or ,�� r.�� , CITY OF ATLANTIC BEACH if l 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 'r�J131>r' Application Number . . . . . 08-00000502 Date 4/16/08 Property Address . . . . . . 1831 SEA OATS DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 -------------------------------------------------------------------- Application desc REPLACE SIDING ------------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ MARTIN HOME EXTERIORS 5749 HAVEN ROAD JACKSONVILLE FL 32216 (904) 737-5009 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . Valuation . . . . 15000 Expiration Date . . 10/13/08 -------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MANTIC B A C I PERMIT APPLICATION B D G / ZOr i � � 000 Seminole Road -rU :x... Atlantic Beach,Florida 32233 (904)247-5000 (004)247-51045 Fax , vaww.coab.us APPUCAT iON TRACKING FORM REQU DEPT: PLANNING /J�� b y BUILDINGF- Y PUBLIC WC3Rl:S Apphean$e Y PUBLIC UTILITIES FIRE DEPT. Y N PUBLIC SAFE TY APPROVAL Lu knPlEQUIRED j&REEAURANITS CY: RECEIVED BY: lNIT1AL: DATE OtV 1 IUFSTETLER.P N W.M. CARPER N ARMYPS of ENG CARPER m HOTELF9UF5T�TLER APPLICATION STATUS CIRCLE ONE: SITE BUILDW DA AP W IEED BY: INITIAL: !� DATE: O PLANNING — ® ® 2ND REV BUILDING' PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV I A t CITY OF ATLANTIC BEACH 08- I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 -_ .-. OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAG.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 13.SQ,FT.UNDER ROOF fir, &C,(-5 a : 5loo-a I`�3l j61h t 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: ElNEW BUILDING ElDEMOLITION RESIDENTIAL LOT BLOCK _SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL p� 7.DESCRIPTION OF WORK: ,ICALTERATION ❑ACCESSORY BLDG. B.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA ❑YES UI-N/A 5'I C l L I r*,-L ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME 15.COMPANY NAME: ^ 23.COMPANY NAME: t- o 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 26.ADDRESS: 18.ADDRESS: �"-7(.f t-fG.itRr� /Vi- �1ZC 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: � _�Ss3 ')3 - � 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14,EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: r.,k, <D c©,',tLGtg�.V��C FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME. 33.NAME t 35.NAME. 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent,Power of Attorney or Agency Letter Required) Qualifier Only) Signed: Date: a Signed: Date: pp Before me this�_day of �n. 200fin the county of Before me this day of rl 200t iQ]tte county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared K-fnrW7#i herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. �jI,a Notary blic urge, Notary Public at Large,State of 1 County of V _ a�n Pers MAGGIE 5 ❑Personally Known r+ r ❑ 3P�p B�4L ,�p ' +/ l/ Pro a e - O&t�JState of Fbrida Produced Identification- OCt 24,2009 Notary Signature: NintAryi M :i na t REVIEW EK. GUN GHAM I °`'� -i tc' CITY OF ATLANTIC BEACH ""Y Nota State d Fbn �,: ... _ Fill iekddaA m SEE PERMITS r ,2010 EQR ITIONAL ' ' •DO 5236M AN NDITIONS. Nmry Aw. 1[!!VIEWED BY: IIS DATE: -0,V, I F1 bm • J�S� REPORTT"" ESR-1668 Issued October 1, 2005 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Business/Regional Office■5360 Workman Mill Road,Whittier,Calibmia 90601 ■(562)699-0543 Regional Office■900 Montclair Road,Suite A,Birmingham,Alabama 35213 ■(205)599-9800 www.icc-es.org Regional Office■4051 West Flossmoor Road,Country Club Hills,Illinois 60478■(708)799-2305 DIVISION:07—THERMAL AND MOISTURE PROTECTION WeatherBoardsTm exhibit a flame-spread index of 25 or less Section: 07450—Fiber-reinforced Cementitious Panels and smoke-developed index of 450 or less when tested in accordance with ASTM E 84. REPORT HOLDER: WeatherBoardsTM lap and vertical panel siding products are recognized in this report as a component of a one-hour,fire- CERTAINTEED CORPORATION—FIB ERCEMENT resistance-rated, limited-load-bearing, wood-stud wall PRODUCTS DIVISION assembly,where installed in accordance with Section 4.6 of 750 EAST SWEDESFORD ROAD this report. POST OFFICE BOX 860 Lap siding, vertical panel siding, soffit panels and shapes VALLEY FORGE, PENNSYLVANIA 19482 siding come in lengths and widths as described in Table 1.All www.certainteed.com 0-3 edges are square. Shapes siding is a panel-type product ww. ntavailable with various designs. EVALUATION SUBJECT: 4.0 INSTALLATION WEATHERBOARDST"' FIBERCEMENT LAP SIDING, 4.1 General: VERTICAL PANEL SIDING,SOFFIT PANELS AND SHAPES The lap,vertical panel and shapes sidings shall be installed SIDING over nominally 2-inch-thick(51 mm)wood or minimum No.20 gage[0.036 inch(0.91 mm)],3.625-inch-by-1.375-inch(92 by 1.0 EVALUATION SCOPE 34.9 mm), 33 ksi steel, C-stud framing members. A water- resistive barrier complying with the applicable code shall be Compliance with the following codes: installed under the siding. A water-resistive barrier and ■ 2003 International Building Code®(IBC) sheathing shall be installed in accordance with the applicable code.Fasteners shall be spaced no closer than 3/,inch(19.1 ■ 2003 International Residential Code®(IRC) mm)from the panels'horizontal edges,and shall be no closer ■ BOCA'National Building Code/1999(BNBC) than 3/8 inch(9.5 mm)to the panel vertical edges. Fasteners shall be corrosion-resistant and sized as specified in Tables ■ 1999 Standard Building Code'(SBC) 3 and 4 of this report. Installation shall comply with this report ■ 1997 Uniform Building CodeTM (UBC) and the manufacturer's application instructions. Properties evaluated: Where nonstructural or nonfastener base structural sheathing is used under the siding,fastener length shall be ■ Weather resistance increased to provide a minimum 1'/,-inch (31.8 mm) ■ Transverse loading penetration into the framing.Blind fastening is acceptable on lap siding installed according to the assemblies noted in ■ Surface burning characteristics Table 3 and Figure 2 of this report. ■ Fire-resistive-rated construction The installation of the WeatherBoardsTM shall be limited to 2.0 USES Type V for jurisdictions adopting the IBC,UBC or BNBC,and Type VI for jurisdictions adopting the SBC. Certain limited Certainteed's WeatherBoardsTM fibercement lap and panel exceptions exist within each code as noted below: products are intended for use as exterior wall coverings and IBC: For Types I, II, III and IV construction, soffits. WeatherBoardsTM shall be installed in accordance with 3.0 DESCRIPTION Section 1405.15. WeatherboardsTM products are autoclaved,single-faced wall BNBC: For Types 1, 2, 3 and 4 construction, coverings manufactured from a proprietary mixture of WeatherBoardsTm are permitted to be installed up to 40 feet cellulose fiber, portland cement, silica, clay or fly ash and (12192 mm) in height above the grade plane. limestone. See Table 1 for dimensions and surface texture. SBC: For Types I, II, III, IV and V construction, See Table 2 for wind pressures according to the wind speed WeatherBoardSTM shall be installed in accordance with from the applicable code and the mean roof height.See Table Section 1403.6.7. 3 for allowable wind pressures, fastener schedules, and installation requirements. Wind pressures noted in Table 3 UBC: For Types I, II, III and IV construction, are allowable values for positive and negative directions.See WeatherBoardsTM shall be installed in accordance with Table 4 for allowable fastener withdrawal capacities. Section 601.5.4(2). REPORTS'- are not to he construed as representing aesthetics or ant other attributes not speci/ically addressed nor are they to he construed as on endorsement of the.cnblec t of the report or a recommendation jor its use There is no warranty by ICC Evaluation Service.Inc..express or implied,as to a»r ,finding or other matter in this report,or as to any product covered by the rlfr�rt. ..wae- t. r34_A:.u. ^tltt:r.�ip��?'G`Sti@R{�?yg:j nimicr�rammw,�o. Copyright©2005 ILE COPY kPage 1 of 13 :� I Page 2 of 13 ESR-1668 4.2 Lap Siding: per board at each stud. Stud spacing shall not exceed 24 Lap siding shall be applied horizontally,commencing from the inches(610 mm) on center. Fasteners shall be as specified in Table 3 or 4. bottom of a wall, and with a minimum 1'/q inch-wide (31.8 mm)overlap at the top of each board.Vertical joints between 4.7 One-hour Fire-resistance-rated Assembly: planks shall be over studs and shall be staggered on The lap and vertical panel siding products noted in Table 1 subsequent courses. These vertical joints between planks hall be lightly butted or gapped V,inch (3.2 mm), and shall are recognized as components of one-hour,fire-resistance- srated,limited-load-bearing,wood-stud wall assemblies when be protected by one of the following methods:(a)sealed with constructed in accordance with Figure 1 of this report. Wall caulking; or(b) covered with an H-section joint cover; or(c) located over a strip of flashing. Horizontal joints shall be design is limited to the allowable stress design approach, flashed with Z-f lashing and blocked with solid wood framing. using the edition of the National Design Specification for A '/e inch (3.2 mm) gap shall be left at locations where the Wood Construction (NDS) specified in the applicable code. siding butts against door and window trim and at corners; The allowable axial load for a wall assembly constructed with lap siding shall be the lesser of the following: (a)lc percent such gaps shall be flashed in accordance with the applicable code,then caulked. Trim and corners shall be installed and or less of the allowable axial design stress calculated in the siding shall be finished in accordance with the accordance with the NDS referenced in the applicable code; manufacturer's application instructions.A clear distance of 6 stud from the 19 psi NDS, 1,200 pounds when (5335 N) per 2-by-4 pine inches(152 mm)shall be maintained between the siding and stud or re used psi (1.57 N/mm ) when f a 2 southern pine the ground. studs are used in the construction of a wall having an unbraced height of 9 feet (2743.2 mm); (c) 0.78 F',; or (d) 4.3 Vertical Panel Siding: 0.78 of the stress calculated for studs with a slenderness ratio The vertical panel siding shall be applied with the long le/d of 33. Allowable axial load for a wall assembly dimension of the panel in the vertical direction parallel to the constructed with vertical panel siding is the lesser of the framing.All panel edges shall be backed by nominally 2-inch following:(a)73.4 percent of the allowable axial design stress or thicker wood or minimum No. 20 gage [0.036 inch (0.91 calculated in accordance with the NDS referenced in the mm)],3.625-inch-by-1.375-inch(92 by 34.9 mm),steel C-stud applicable code;(b)from the 1997 NDS,1,8002 pounds(8000 framing members.Vertical joints shall be lightly butted, shall N) per 2-by-4 stud or 342.9 psi (2.37 N/mm ) when No. 2 occur over framing members, and shall be sealed with southern pine studs are used in construction of a wall having caulking or covered with battens. Horizontal joints shall be an unbraced height of 9 feet(2743.2 mm);or(c)0.78 F',;or weatherproofed by leaving a 3/,_inch (9.5 mm) gap, which (d)0.78 of the stress calculated for studs with a slenderness shall be flashed with corrosion-resistant metal "Z" flashing ratio le/d of 33. and caulked. Where siding butts against door and window 5.0 CONDITIONS OF USE trim,and at corners,a '/8-inch(3.2 mm)gap shall be left and The Certainteed Fibercement products described in this flashed in accordance with the applicable code and caulked. report comply with, or are suitable alternatives to what is Trim and corners shall be installed and the siding shall be finished in accordance with the manufacturer's published specified in, those codes listed in Section 1.0 of this report, application instructions. A clear distance of 6 inches (152 subject to the following conditions: mm)shall be maintained between the siding and the ground. 5.1 The products shall be installed in accordance with this 4.4 Soffit Panels: report and the manufacturer's instructions. In the event of a conflict,the instructions in this report shall govern. The soffit panels shall be attached to framing spaced a maximum of 24 inches (610 mm) on center, with the long 5.2 Except as noted in Section 4.1, the products shall be dimension of the panel perpendicular to framing. Fasteners limited to Type V(combustible)construction. and fastener spacing shall be as described for vertical siding 5.3 The products have not been evaluated for racking in Section 4.3 and Tables 3 and 4. Fasteners shall be resistance. Walls must be braced by other means as stainless steel or hot-dipped galvanized,and fastener spacing required by the applicable code. shall not exceed 6 inches(152 mm) on center. 5.4 The products are manufactured in Roaring River,North 4.5 Shapes Panels: Carolina, and White City, Oregon, under a quality Shapes siding is installed as is the lap siding noted in Section control program with inspections by SGS U.S. Testing 4.2. Inc. (AA-692). 4.6 Transverse Wind Pressures: 6.0 EVIDENCE SUBMITTED WeatherBoardSTM shall be attached to wall framing so that 6.1 Data in accordance with the ICC-ES Acceptance the allowable transverse wind load pressure (based on the Criteria for Fiber Cement Panels Used as Exterior Wall siding size,framing spacing, and fastening schedule) noted Siding (AC90),dated October 2004. in Table 3 exceeds the design wind pressures of the 6.2 Report of testing in accordance with ASTM E 119 and applicable code or as noted in Table 2 of this report. ASTM E 84. Additionally,the allowable fastener withdrawal capacity for the fastener, noted in Table 4(based on fastener type specified 7.0 IDENTIFICATION for the assembly in Table 3,penetration,and framing species) The lap siding,vertical panel siding,soffit panels,and shapes shall exceed the minimum fastener load in pounds per siding shall bear a label noting the product name; the fastener specified in Table 3. manufacturer's name and/or trademark; the name of the In jurisdictions adopting the SBC, where design wind inspection agency (SGS U.S. Testing Co. Inc.); the speeds in accordance with Figure 1606 of the SBC do not manufacturing plant location; and the evaluation report exceed 80 mph (35.8 m/s), installation shall be as follows: number(ESR-1668). Siding shall be fastened to the wall framing with one fastener ESR-1668 Page 3 of 13 TABLE 1-DESCRIPTION OF WEATHERBOARDS TM FIBERCEMENT LAP AND VERTICAL SIDING AND SOFFITS PRODUCT TYPE WIDTH LENGTH THICKNESS Smooth 51/4,6'/,,7'/4,81/4,'/4, 12 inches 12 feet 5/16 inch Cedar 51/4,6'/4,7'/4,81/4,9'/4112 inches 12 feet 5/16 inch Smooth Bead 7'/2 inches 12 feet 5/16 inch Lap siding Textured Bead 7'/2 inches 12 feet 5/16 inch Select Cedar 6'/2,71/2,81/4&91/2 inches 12 feet 5/16 inch Dutch Lap 8'/4 inches 12 feet 5/16 inch Perfection Shingle 81/4 inches 12 feet 5/16 inch Random Square Straight 16 inches(7-inch exposure) 48 inches 5/i6 inch Edge Shapes siding Random Square 16 inches(7-inch exposure) 48 inches 5/16 inch Staggered Edge Half Rounds 16 inches(7-inch exposure) 48 inches 5/16 inch Octagons 16 inches(7-inch exposure) 48 inches 5/16 inch Stucco 4 feet 8,9, 10 feet 5/16 inch Cedar 8"Groove 4 feet 8,9, 10 feet 5/16 inch siding Vertical Cedar(no groove) 4 feet 8,9, 10 feet 5/76 inch Smooth 4 feet 8,9, 10 feet 5/1fi inch Cedar 12, 16,24 inches 6,7,8,9, 10 feet 5/16 inch Cedar Ventilated 12, 16,24 inches 1/4 inch Soffit Smooth 12 inches 12 feet 5/16 inch Smooth Ventilated 12 inches 12 feet /4 inch INSTRUCTIONS FOR THE USE OF TABLES 2 and 3 STEP 1.Determine the applicable wind provisions as indicated in Table 2,the code-specified wind speed and the mean building roof height. STEP 2.Utilizing the applicable wind provisions,wind speed and the mean roof height,determine the design wind pressure from Table 2. STEP 3.Based on the CertainTeed WeatherBoardsTM product, the stud spacing, and the specified fastening schedule from Table 3 for the applicable code,determine the allowable wind pressure and the nail load for the assembly. STEP 4. Compare the allowable wind pressure(from Table 3)to the design wind pressure(from Table 2).If the design wind pressure(from Table 2)is larger than the allowable design wind pressure(from Table 3),choose another assembly from Table 3 such that allowable design pressure(from Table 3)is greater than or equal to the design wind pressure(from Table 2). TABLE 2-DESIGN WIND PRESSURES,IBC'AND IRC WIND VELOCITY(Fastest Mile),mph 85 g0 100 1 110 120 1 130 1 140 150 Mean Roof Height Wall Wind Pressures,Ibf/ft'(negative) 15 ft 21.1 23.6 29.2 35.2 42.0 49.2 57.1 65.6 20 ft 22.4 25.2 31.1 37.5 44.8 52.5 60.9 69.9 25 ft 23.5 26.3 32.5 39.3 46.8 54.9 63.7 73.2 30 ft 24.4 27.3 33.7 40.7 48.6 57.0 66.1 75.9 40 ft 25.9 29.1 35.9 43.4 51.7 60.6 70.3 80.8 50 ft 27.1 30.4 37.6 45.4 54.1 63.5 73.6 84.6 60 ft 1 28.2 31.6 39.0 47.1 56.2 65.9 1 76.5 1 87.8 'Design pressures taken from Table 1609.6.2.1(2),Wall Zone 5,Effective Wind Area of 10,multiplied by the adjustment factor for building height and exposure from Table 1609.5.2.1(4). Based on Exposure C with an Importance Factor of 1.0. SBC WIND VELOCITY(Fastest Mile),mph 70 80 90 100 110 Mean Roof Height Wall Wind Pressures,Ibf/ft2(negative) 15 ft 15.0 19.6 24.8 30.7 37.1 20 ft 16.3 21.3 27.0 33.3 40.3 25 ft 17.4 22.7 28.7 35.5 42.9 30 ft 18.3 23.9 30.3 37.4 45.2 40 It 19.9 26.0 32.9 40.6 49.1 50 ft 21.2 27.7 35.0 43.2 52.3 60 ft 22.3 29.2 36.9 1 45.6 55.1 Based on Pressure Coefficient of 1.5 and a Use Factor of 1.0. Page 4 of 13 ESR-1668 TABLE 2-DESIGN WIND PRESSURES,IBC'AND IRC(Continued) UBC WIND VELOCITY(Fastest Mile),mph 70 80 90 100 110 120 130 Mean Roof Height CQ Wall Wind Pressure,Ibf/ft2(negative) 15 ft 1.06 20.0 26.1 33.1 40.7 49.3 58.7 68.8 20 It 1.13 21.4 27.8 35.3 43.4 52.2 62.5 73.4 25 ft 1.19 22.5 29.3 37.1 45.7 55.3 65.9 77.3 30 ft 1.23 23.2 30.3 38.4 47.2 57.2 68.1 79.9 40 It 1.31 24.8 32.2 40.9 50.3 60.9 72.5 85.1 50 ft 1.37 25.9 33.7 42.7 52.6 63.7 75.8 89.0 60 ft 1.43 27.0 35.2 1 44.6 1 54.9 1 66.5 1 79.2 1 92.9 Based on Exposure C and Pressure Coefficient Cq=1.5. For Exposure B,wall wind pressures shall be permitted to be multiplied by 0.66. ASCE 7-93 WIND VELOCITY(Fastest Mile),mph 70 L 80-1 90 100 110 Mean Roof Height Wall Wind Pressure,Ibf/ft2(negative) 15 ft 22.60 29.52 37.37 46.13 55.82 20 ft 24.54 32.05 40.57 50.08 60.60 25 It 26.16 34.16 43.24 53.38 64.59 30 ft 27.56 35.99 45.55 56.24 68.04 40 ft 29.92 39.07 49.45 61.05 73.87 50 ft 31.89 41.65 52.71 65.07 78.74 60 It 33.59 1 43.87 1 55.53 1 68.55 1 82.95 Based on Pressure Coefficient of 2.25 and an Importance Factor of 1.00. ASCE 7-95,BNBC WIND VELOCITY(3-second gust),mph 85 90 I 100 110 1 120 1 130 1 140 Mean Roof Height Wall Wind Pressure,Ibf/ft2(negative) 15 ft 24.81 27.81 34.34 41.55 49.44 58.03 67.30 20 ft 26.36 29.55 36.48 44.14 52.53 61.65 71.50 25 ft 27.62 30.97 38.23 46.26 55.06 64.62 74.94 30 ft 28.71 32.18 39.73 48.07 57.21 67.14 77.87 40 ft 30.50 34.19 42.21 51.08 60.78 71.34 82.73 50 ft 31.96 35.84 44.24 53.53 63.71 74.77 86.71 60 ft 33.2 1 37.24 1 45.97 1 55.63 1 66.20 1 77.69 1 90.11 Based on a Pressure Coefficient of 1.58,an Importance Factor of 1.00,an Exposure C and Kn=1.0.With Exposure B on all four sides,design wind pressure shall be permitted to be multiplied by 0.85. GENERAL NOTES: 'Design wind pressures specified above shall be less than the applicable maximum allowable wind load pressure specified in Table 4 of this report. 2Internal pressure effects are based on an enclosed building. 3 A an alternative to the design wall pressures above or where not applicable,structural calculations shall be provided in accordance with the applicable code. °Design wind pressures are based on components and cladding corner edge zone. 5For SI: 1 mph=1.61 km/h;1 Ibf/ft2=47.8803 kPa;1 ft=304.8 mm. Page 5 of 13 ESR-1668 TABLE 3-ALLOWABLE WIND PRESSURES AND REQUIRED FASTENER SCHEDULE PRODUCT FASTENING FRAMING FRAMING ALLOWABLE WIND PRESSURES(lbf/feet')AND FASTENER LOAD (pounds) PRODUCT DIMS(in.) FASTENER TYPESPACING METHOD TYPE (in) Uniform Building BOCA National Standard Building International k. width ThicCode Building Code Code Building Code Face nailed 51 61 76 61 2x4 16 Vertical Siding 5/16 48 8d box nails 4^edge #2 SPF 8"field Fastener Load:45 Fastener Load:54 Fastener Load:68 Fastener Load:54 Face nailed 2x4 24 34 40 51 40 Vertical Siding 5/16 48 8d box nails 4"edge #2 SPF 8"field Fastener Load:45 Fastener Load:54 Fastener Load:67 Fastener Load:54 Face nailed 2x4 16 44 52 66 52 Vertical Siding 5/16 48 6d box nails 4"edge #2 SPF 8"field Fastener Load:39 Fastener Load:47 Fastener Load:58 Fastener Load:47 Face nailed S1 37 46 37 2x4 24 Vertical Siding 5/16 48 6d box nails 4"edge #2 SPF 8"field Fastener Load:41 Fastener Load:49 Fastener Load:61 Fastener Load:49 Face nailed 35 :Load: 53 42 2x4 16 Vertical Siding 5/16 48 6d box nails 6"edge #2 SPF 12"field Fastener Load:47 Fastene56 Fastener Load:70 Fastener Load:56 Face nailed 2x4 24 23 pg 35 28 Vertical Siding 5/16 48 6d box nails 6"edge #2 SPF 12"field Fastener Load:47 Fastener Load:56 Fastener Load:70 Fastener Load:56 Face nailed 15 18 23 18 6d nails.HD Galv., 2x4 16 Vertical Siding 5/16 48 Maze Nails#200HD-018 12"edge #2 SPF 12"field Fastener Load:20 Fastener Load:24 Fastener Load:30 Fastener Load:24 Face nailed 13 16 20 16 Vertical Siding5/16 48 6d nails,HD Galv., 2x4 24 Maze Nails#200HD-018 12"edge #2 SPF 12"field Fastener Load:26 Fastener Load:31 Fastener Load:39 Fastener Load:31 1 5/8".steel,self-tapping Face screwed Min.20 ga., 18 22 Y7 22 Vertical Siding 5/16 48 screw,3/8"phillips head, 3.625"x 24 ITW Buildex"Rock-On" 12"edge 1.375"Metal S-12 #215950012"field C-stud Fastener Load:37 Fastener Load:44 Fastener Load:56 Fastener Load:44 1 5/8",steel,self-tapping Face screwed Min.20 ga., 25 30 38 30 screw,3/8"phillips head, 3.625"x 16 Vertical Siding 5/16 48 ITW Buildex"Rock-On" 12"edge 1.375"Metal S-12 #2159500 12"field C-stud Fastener Load:33 Fastener Load:40 Fastener Load:50 Fastener Load:40 1 5/8",steel,self-tapping Min.20 ga.. 27 32 41 32 12"Lap Siding 5/16 12.00 screw,3/8"phillips head, . 3625"x Face screwed 16 ITW Buildex"Rock-On" 1-375"Metal S-12 #2159500 C-stud Fastener Load:32 Fastener Load:38 Fastener Load:48 Fastener Load:38 1 5/8".steel,self-tapping Min.20 ga., 25 30 38 30 screw,3/8"phillips head, Blind screwed 3.625"x 16 12"Lap Siding 5/16 12.00 ITW Buildex"Rock-On" 1.375"Metal Fastener Load:30 Fastener Load 36 Fastener Load:45 Fastener Load:36 S-12 #2159500 C-stud 55 66 83 66 16 12"Lap Siding 5/16 12.00 8d box nails Face nailed #2 SPF Fastener Load:66 Fastener Load:79 Fastener Load:99 Fastener Load:79 49 59 74 59 24 12"Lap Siding 5/16 12.00 8d box nails Face nailed #2 SPF Fastener Load:88 Fastener Load: 106 Fastener Load:133 Fastener Load:106 76 91 114 91 91/4"Lap 2x4 16 Siding 5/16 9.25 8d box nails Face nailed #2 SPF Fastener Load:70 Fastener Load:84 Fastener Load: 105 Fastener Load:84 64 76 96 77 91/4"Lap 5/16 9.25 8d box nails Face nailed 2x4 24 Siding #2 SPF Fastener Load:88 Fastener Load: 106 Fastener Load: 133 Fastener Load:106 50 60 75 60 9 1/4"Lap2x4 16 Siding 5/16 9.25 6d box nails Face]nailed #2 SPF Fastener Load:46 Fastener Load:55 Fastener Load:68 Fastener Load:55 Pag"e 6 of 13 ESR-1668 TABLE 3-ALLOWABLE WIND PRESSURES AND REQUIRED FASTENER SCHEDULE PRODUCT FASTENING FRAMING FRAMING ALLOWABLE WIND PRESSURES(Ibf/feet')AND FASTENER LOAD'(pounds) PRODUCT DIMS(in.) FASTENER TYPESPACING METHOD' TYPE (in) Uniform Building BOCA National Standard Building International hick. Width Code Building Code Code Building Code T 91/4"Lap 25 30 37 30 Siding 5/16 9.25 6d box nails Blind nailed #2 SPF 24 Fastener Load:34 Fastener Load:41 Fastener Load:51 Fastener Load:41 9 1/4"Lap 6d 2"Roofing nails, 2x4 36 44 55 44 Siding 5116 9.25 HD Galv..Maze Nails Blind nailed #2 SPF 16 #HD-105 Fastener Load:32 Fastener Load:39 Fastener Load:49 Fastener Load:39 9 1/4"Lap 6d 2"Roofing nails, 2x4 28 34 42 34 Siding 5/16 9.25 HD Galv.,Maze Nails Blind nailed #2 SPF 24 #HD-105 Fastener Load:37 Fastener Load:45 Fastener Load:56 Fastener Load:45 9 1/4"Lap 7d nails.HD Galv., 68 82 103 82 5/16 9.25 Face nailed 2x4 16 Siding Maze Nails#225HD-022 #2 SPF Fastener Load:61 Fastener Load:73 Fastener Load:91 Fastener Load:73 9 1/4"Lap 7d nails.HD Galv., 2x4 45 54 68 54 5/16 9.25 Face nailed 24 Siding Maze Nails#225HD-022 #2 SPF Fastener Load:60 Fastener Load:72 Fastener Load:91 Fastener Load:72 ' 7d nails,HD Galv., 2x4 91 109 136 109 9 i Lap Sid5/16 9.25 Maze Nails#225HD-022 Face nailed #2 SPF w/ 16 Siding into OSB' 7/16"OSB' Fastener Load:81 Fastener Load:97 Fastener Load: 121 Fastener Load:97 7d nails,HD Gaiv., 2x4 70 84 104 84 9 1/4"Lap 5/16 9.25 Maze Nails#225HD-022 Face nailed #2 SPF w/ 24 Siding into OSB' 7/16"OSB' Fastener Load:93 Fastener Load:111 Fastener Load: 139 Fastener Load:111 6d nails,HD Galv., 2x4 83 100 125 100 9 1/4 Lap 5/16 9.25 Maze Nails#200HD-018 Blind nailed #2 SPF w/ 16 Siding into OSB3 7/16"OSB' Fastener Load:74 Fastener Load:89 Fastener Load:111 Fastener Load:89 6d nails,HD Galv., 2x4 67 81 101 81 9 1/4"Lap 5/16 9.25 Maze Nails#200HD-018 Blind nailed #2 SPF w/ 24 Siding into OSB' 7/16"OSB' Fastener Load:90 Fastener Load: 108 Fastener Load: 134 Fastener Load:108 1 5/8",steel,self-tapping Min.20 ga.. 20 24 30 24 9 1/4"Lap 5/16 9screw,3/8"phillips head, 3.625"x 16 Siding .25 ITW Buildex"Rock-On" Face screwed 1.375"Metal S-12 #2159500 C-stud Fastener Load:18 Fastener Load:22 Fastener Load:27 Fastener Load:22 1 5/8",steel,self-tapping Min.20 ga., 19 23 29 23 9 1/4"Lap Blind screwed screw,3/8"phillips head, 3.625"x 16 5/16 9.25 Siding ITW Buildex"Rock-On" 1.3Metal C S-12 #2159500 -stud Fastener Load: 18 Fastener Load:22 Fastener Load:27 Fastener Load:22 1 5/8",steel,self-tapping Min.20 ga., 16 19 24 19 9 1/4"Lap screw.3/8"phillips head, 3.625"x 5/16 9.25 Face screwed 24 Siding ITW Buildex 2159500 1.3G-s Metal S-12 #2159500 C-stud Fastener Load:22 Fastener Load:26 Fastener Load:33 Fastener Load:26 1 5/8",steel,self-lapping Min.20 ga.. 16 19 24 19 9 1/4"Lap Blind screwed screw,3/8"phillips head, 3.625"x 24 5/16 9.25 Siding ITW Buildex"Rock-On" 1.3s Metal C- S-12 #2159500 C-stud Fastener Load:21 1 Fastener Load:25 Fastener Load:32 Fastener Load:25 1 5/8",steel,self-tapping Min.16 ga., 32 38 48 38 9 1/4"Lap screw.3/8"phillips head, 1.375"3.625"x Siding ITW Buildex"Rock-On" 5/16 9.25 Blind screwed Metal 16 � S-12 #2159500 C-stud Fastener Load:29 Fastener Load:35 Fastener Load:44 Fastener Load:35 1 518 Min.20 ga.,steel,self-tapping 3.625"x 23 28 35 28 9 1/4"Lap screw,3/8"phillips head, Metal 16 Sidi 5/16 9.25 ITW Buildex"Rock-On" Blind screwed 1.375' Siding 3 C-stud w/ Fastener Load:21 Fastener Load:25 Fastener Load:31 Fastener Load:25 S-12 #2159500 into OSB 7/16"OSB' 1 5/8",steel,self-tapping Min.20 ga.,3.625"x 22 27 34 27 9 1/4"Lap screw,3/8"phillips head, 5/16 9.25 ITW Buildex"Rock-On" Blind screwed 1.375"Metal 24 Siding C-stud w/ S-12 #2159500 into OSB' a Fastener Load:30 Fastener Load:36 Fastener Load:45 Fastener Load:36 7/16"OSB Min.20 ga., .100"x1.5"Knurled pins, 3.625"x 22 27 34 27 9 1/4"Lap 5/16 9.25 .3125"head,ET&F Blind nailed 1.375"Metal 16 Siding #AGS-100-0150NA C-stud w/ Fastener Load:20 Fastener Load:24 Fastener Load:30 Fastener Load:24 7/16"OSB' Page 7 of 13 ESR-1668 TABLE 3-ALLOWABLE WIND PRESSURES AND REQUIRED FASTENER SCHEDULE PRODUCT FASTENING FRAMING FRAMING ALLOWABLE WIND PRESSURES(Ibf/feet')AND FASTENER LOAD'(pounds) PRODUCT DIMS(in.) FASTENER TYPESPACING METHOD TYPE (in) Uniform Building BOCA National Standard Building International k. Width ThicCode Building Code Code Building Code Min.20 ga., 100"x1.5"Knurled pins, 3.625"x 20 24 30 24 9 Si Lap 5/16 9.25 .3125"head,ET&F Blind nailed 1.375"Metal 24 Siding #AGS-100-015ONA C-stud w/ Fastener Load:27 Fastener Load:32 Fastener Load:41 Fastener Load:32 7/16"OSB3 8 1/4"Lap 7d nails,HD Galv., 60 73 91 73 5/16 8.25 Face nailed 2x4 16 Siding Maze Nails#225HD-022 #2 SPF Fastener Load:47 Fastener Load:56 Fastener Load:70 Fastener Load:56 8 1/4"Lap 7d nails,HD Galv., 44 52 65 52 5/16 8.25 Face nailed 2x4 24 Siding Maze Nails#225HD-022 #2 SPF Fastener Load:51 Fastener Load:61 Fastener Load:76 Fastener Load:61 8 1/4"Lap 6d 2"Roofing nails, 41 49 62 49 Siding 5/16 8.25 HD Galv.,Maze Nails Blind nailed #2 SPF 16 #HD-105 Fastener Load:32 Fastener Load:38 Fastener Load:48 Fastener Load:38 6d 2"Roofing nails, 2x4 32 38 48 38 8 1/4"Lap 5/16 8.25 HD Galv.,Maze Nails Blind nailed 24 Siding #2 SPF #HD-105 Fastener Load:37 Fastener Load:44 Fastener Load:56 Fastener Load:44 Blind nailed w/ 37 44 55 44 8 1/4"Lap 5/16 8.25 6d nails,#2 Gal- Off-Stud 2x4 16 Siding Maze Nails#200HD-018 Joiner #2 SPF Fastener Load:28 Fastener Load:34 Fastener Load:42 Fastener Load:34 32 38 48 � 8 1/4"Lap 5/16 8.25 6d nails,HD Galv., Blind nailed 2x4 16 Siding Maze Nails#200HD-018 #2 SPF Fastener Load:25 Fastener Load:30 Fastener Load:37 Fastener Load:30 1 5/8",steel,self-lapping Min.20 ga.. 19 22 28 22 8 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 8.25 Blind screwed 16 Siding ITW Buildex 159500 1.3C-s Metal 5-12 #2159500 C-stud Fastener Load: 14 Fastener Load: 17 Fastener Load:22 Fastener Load: 17 1 5/8",steel,self-tapping Min.20 ga., 13 15 19 15 8 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 8.25 Blind screwed 24 ITW Buildex Rock-On1.375"Metal Siding S-12 #2159500 C-stud Fastener Load: 15 Fastener Load: 18 Fastener Load:22 Fastener Load: 18 100"x1.5"Knurled pins, Min.20 ga.. 24 29 36 29 3.625"x 5/16 8.25 .3125"head,ET&F Face nailed 1 375"Metal Siding 16 8 1/4"Lap #AGS-100-0150NA C-stud Fastener Load: 19 Fastener Load:23 Fastener Load:29 Fastener Load:23 Min.20 ga., 16 19 24 19 8 1/4"Lap 100"x1.5"Knurled pins, 3.625"x 24 Siding 5/16 8.25 .3125"head,ET&F Face nailed 1.375"Metal #AGS-100-0150NA C-stud Fastener Load:19 Fastener Load:23 Fastener Load:28 Fastener Load:23 Min.20 ga., 29 3.625" 8 1/4"Lap 100"x1.5"Knurled pins, 24 29 36 x Siding 5/16 8.25 .3125"head.ET&F Blind nailed 1.375"Metal 16 #AGS-100-0150NA C-stud Fastener Load 19 Fastener Load:23 Fastener Load:29 Fastener Load:23 Min.20 ga., 16 19 24 19 8 114"Lap 100"x1.5"Knurled pins, 3.625"x Siding 5/16 8.25 .3125"head,ET&F Blind nailed 1.37'5"Metal 24 #AGS-100-0150NA C-stud Fastener Load: 19 Fastener Load:22 Fastener Load:28 Fastener Load:22 46 55 69 55 7 1/4"Lap 5/16 7.25 6d box nails Face nailed 2x4 16 Siding #2 SPF Fastener Load:32 Fastener Load:38 Fastener Load:48 Fastener Load:38 22 27 34 26 7 1/4"Lap 5/16 7.25 6d box nails Blind nailed 2x4 t6 Siding #2 SPF Fastener Load: 16 Fastener Load: 19 Fastener Load:23 Fastener Load:19 34 41 52 41 7 1/4"Lap5/16 725 6d box nails Fac7na.led 2x4 24 .Siding #2 SPF Fastener Load:36 Fastener Load:43 Fastener Load:54 Fastener Load:43 32 39 48 38 7 1/4"Lap 5/16 7.25 1 3/4" Roofing nails Blind nailed 2x4 16 Siding #2 SPF Fastener Load:22 Fastener Load:27 Fastener Load:33 Fastener Load:26 Page 8 of 13 ESR-1668 TABLE 3-ALLOWABLE WIND PRESSURES AND REQUIRED FASTENER SCHEDULE PRODUCT FASTENING FRAMING FRAMING ALLOWABLE WIND PRESSURES(Ibf/feet')AND FASTENER LOAD'(pounds) PRODUCT DIMS(in.) FASTENER TYPE + TYPE SPACING METHOD (in) Uniform Building BOCA National Standard Building International k. width ThicCode Building Code Code Building Code 7 1/4'.Lap 6d 2'Roofing nails, 2x4 64 77 97 77 Siding 5/16 7.25 HD Galv.,Maze Nails Blind nailed #2 SPF 16 #HD-105 Fastener Load:43 Fastener Load:52 Fastener Load:65 Fastener Load:52 7 1/4"Lap 6d 2"Roofing nails, 44 53 66 53 Siding 5/16 7.25 HD Galv.,Maze Nails Blind nailed #2 SPF 24 #HD-105 Fastener Load:44 Fastener Load:53 Fastener Load:66 Fastener Load:53 7 1!4"Lap 5/16 7.25 6d nails,HD Galv., Blind nailed 2x4 24 24 29 36 29 Siding Maze Nails#200HD-018 #2 SPF Fastener Load:25 Fastener Load:30 Fastener Load:38 Fastener Load:30 1 5/8",steel,self-tapping Min.20 ga., 20 Y4 30 24 7 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 7.25 Blind screwed 16 Siding ITW Buildex 159500 1.3G-s Metal S-12 #2159500 C-stud Fastener Load: 13 Fastener Load:16 Fastener Load:20 Fastener Load:16 1 5/8",steel,self-tapping Min.20 ga., 19 22 28 22 7 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 7.25 Blind screwed 24 Siding ITW Buildex"Rock-On" 1.375"Metal S-12 #2159500 C-stud Fastener Load: 19 Fastener Load:22 Fastener Load:28 Fastener Load:22 Min.20 ga., 7 1/4"Lap .100"x1.5"Knurled pins, 3.625" 22 27 33 27 x Siding 5/16 7.25 .3125"head,ET&F Face nailed 1.375"Metal 16 #AGS-100-0150NA C-stud Fastener Load: 15 Fastener Load: 18 Fastener Load:22 Fastener Load: 18 Min.20 ga., 16 20 25 20 71/4"Lap 100"x1.5"Knurled pins, 3.625"x Siding 5/16 7.25 .3125"head,ET&F Blind nailed 1.375"Metal 16 #AGS-100-0150NA C-stud Fastener Load: 11 Fastener Load:13 Fastener Load: 17 Fastener Load:13 7 1/4"Lap 100"x1.5"Knurled pins, Min.20 ga., 20 25 31 25 3.625"x Siding 5/16 7.25 .3125"head,ET&F Face nailed 1.375"Metal 24 #AGS-100-0150NA C-stud Fastener Load:20 Fastener Load:25 Fastener Load:31 Fastener Load:25 Min.20 ga.. 24 20 3.625"x 7 1/4"Lap .100"x1.5"Knurled pins, 16 20 Siding 5/16 7.25 .3125"head,ET&F Blind nailed 1 375"Metal 24 #AGS-100-0150NA C-stud Fastener Load: 16 Fastener Load:20 Fastener Load:24 Fastener Load:20 6 1/4"Lap16 53 64 80 64 Siding 5/16 6.25 6d box nails Face nailed #2 SPF Fastener Load:31 Fastener Load:37 Fastener Load:46 Fastener Load:37 6 1/4"Lap 32 39 48 38 Siding 5/16 6.25 6d box nails Blind nailed #2 SPF 16 Fastener Load: 19 Fastener Load:23 Fastener Load:28 Fastener Load:23 38 45 56 46 6 1/4"Lap 5/16 6.25 6d box nails Face nailed 2x4 24 Siding #2 SPF Fastener Load:33 Fastener Load:40 Fastener Load:56 Fastener Load:40 43 52 65 52 6 1!4"Lap 5/16 625 1 3/4" Rooting nails Blind nailed 2x4 16 Siding #2 SPF Fastener Load:38 Fastener Load:46 Fastener Load:57 Fastener Load:46 32 38 46 38 6 1/4"Lap 5116 6.25 6d nails,HD Galv., Blind nailed 2x4 24 Siding Maze Nails#200HD-018 #2 SPF Fastener Load:28 Fastener Load:34 Fastener Load:42 Fastener Load:34 6 1/4"Lap 6d 2"Roofing nails, 40 48 60 48 Siding 5/16 6.25 HD Galv.,Maze Nails Blind nailed #2 SPF 16 #HD-105 Fastener Load:23 Fastener Load:28 Fastener Load:35 Fastener Load:28 6d 2"Roofing nails, 45 54 67 54 6 1!4"Lap 5/16 6.25 HD Galv.,Maze NailsEBlindnailed 2x4 24Siding #2 SPF #HD-105 Fastener Load:37 Fastener Load:45 Fastener Load:56 Fastener Load:45 1 5/8",steel,self-tappingMin.20 ga., 2328 35 28 6 1/4"Lap screw,3/8"phillips head3.625"x 5/16 6.25 16 Siding ITW Buildex"Rock-On" 1.375"MetalS-12 #2159500C-stud Fastener Load: 13 Fastener Load:16 Fastener Load:20 Fastener Load:16 1 5/8",steel,self-tapping Min.20 ga., 19 23 29 23 6 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 6.25 Blind screwed 24 Siding ITW Buildex 159500 1.3C-s Metal S-12 #2159500 C-stud Fastener Load: 17 Fastener Load:20 Fastener Load:26 Fastener Load:20 ESR-1668 Page 9 of 13 TABLE 3-ALLOWABLE WIND PRESSURES AND REQUIRED FASTENER SCHEDULE PRODUCT FASTENING FRAMING FRAMING ALLOWABLE WIND PRESSURES(Ibf/feet)AND FASTENER LOAD'(pounds) PRODUCT DIMS(in.) FASTENER TYPE ? SPACING METHOD TYPE (in) Uniform Building BOCA National Standard Building International Thick. Width Code Building Code Code Building Code .100"x 1.5"Knurled pins, 3.625"x 6 1/4"Lap Min.20 ga.. 23 28 35 28 5/16 625 .3125"head,ET&F Blind nailed 16 .Siding 1.375"Metal #AGS-100-0150NA C-stud Fastener Load: 13 Fastener Load: 16 Fastener Load:20 Fastener Load: 16 Min.20 ga., 16 19 24 19 61/4"Lap .100"x1.5"Knurled pins, 3.625"x 16 Siding 5/16 6.25 .3125"head,ET&F Face nailed 1.375"Metal #AGS-100-0150NA C-stud Fastener Load:9 Fastener Load: 11 Fastener Load:14 Fastener Load: 11 Min.20 ga., 17 21 26 21 100"x15'Knurled pins, 3.625"x 6 1/4"Lap 5/16 6.25 .3125"head,ET&F Face nailed 24 Siding 1.3C-s Metal #AGS-100-0150NA C-stud Fastener Load: 14 Fastener Load: 77 Fastener Load:22 Fastener Load:17 .100"x1.5"Knurled pins, Min.20 ga., 17 20 25 20 6 1/4"Lap3.625'x 5/16 6.25 .3125"head,ET&F Blind nailed 1 375"Metal 24 Siding #AGS-100-0150NA C-stud Fastener Load: 14 Fastener Load:17 Fastener Load:21 Fastener Load:17 48 Sg 72 58 5 1/4"Lap 5/16 5.25 7d nails,HD Galv., Face nailed 2x4 16 Siding Maze Nails#225HD-022 #2 SPF Fastener Load:21 Fastener Load:25 Fastener Load:32 Fastener Load:25 38 46 57 46 5 1/4"Lap 5/16 5.25 7d nails,HD Galv., Face nailed 2x4 24 Siding Maze Nails#225HD-022 #2 SPF Fastener Load:25 Fastener Load:30 Fastener Load:38 Fastener Load:30 44 53 66 53 5 1/4"Lap 5/16 5.25 6d nails,HD Galv., Blind nailed 2x4 16 Siding Maze Nails#200HD-018 #2 SPF Fastener Load: 19 Fastener Load:23 Fastener Load:29 Fastener Load:23 31 37 47 37 5 1/4"Lap 5/16 5.25 6d nails,HD Galv-, Blind nailed 2x4 24 Siding Maze Nails#200HD-018 #2 SPF Fastener Load:21 Fastener Load:25 Fastener Load:32 Fastener Load:25 53 64 80 64 5 1/4"Lap 5/16 5.25 8d nails,HD Galv., Fac7na,1.d 2x416 Siding Maze Nails#C-GEMS #2 SPF Fastener Load:23 Fastener Load:28 Fastener Load:35 Fastener Load:28 62 74 93 74 5 1/4 lap 5/16 5.25 8d nails,HD Galv., Blind nailed 2x4 16 Siding Maze Nails#C-CEM8 #2 SPF Fastener Load:27 Fastener Load:32 Fastener Load:41 Fastener Load:32 45 54 68 54 5 1/4"Lap 5/16 5.25 Sd nails.HD Galv., Face nailed 2x4 24 Siding Maze Nails#C-CEM8 #2 SPF Fastener Load:30 Fastener Load:36 Fastener Load:45 Fastener Load:36 33 40±26Fastener 0 40 51/4"Lap 5/16 5.25 Sd nails,HD Galv., Blind nailed 2x4 24 Siding Maze Nails#C-CEM8 #2 SPF Fastener Load:22 Fastener LLoad:33 Fastener Load:26 6d 2"Roofing nails, 40 480 48 5 1/4"Lap 5/16 5.25 HD Galv.,Maze Nails Blind nailed 2x4 16Siding #2 SPF#HD-105 Fastener Load: 18 Fastener LLoad:27 Fastener Load:22 6d 2"Roofing nails, 37 44 56 44 5 1/4"Lap 5/16 5.25 HD Galv.,Maze Nails Blind nailed 2x4 24 Siding #2 SPF #HD-105 Fastener Load:25 Fastener Load:30 Fastener Load:38 Fastener Load:30 20 ga., 16 19 24 19 .100"x1.5"Knurled pins, 3.625"x 5 1/4"Lap 5/16 5.25 .3125"head.ET&F Face nailed 16 Siding 1.3s Metal #AGS-100-0150NA C- C-stud Fastener Load:7 Fastener Load:9 Fastener Load: 11 Fastener Load:9 Min.20 ga., 26 31 I 39 31 100"x1.5"Knurled pins, 3.625"x 5 1/4"Lap 5/16 5.25 I .3125"head,ET&F Blind nailed 16 1.37'5".3C-s Metal #AGS-100-0150NA C-stud Fastener Load: 11 Fastener Load: 13 Fastener Load: 17 Fastener Load: 13 Min.20 ga., 19 23 29 23 100"x1.5"Knurled pins, 3.625"x 5 1/4"Lap 5/16 5.25 i .3125"head,ET&F Face nailed 24 Siding 1.375"Metal � #AGS-100-0150NA C-stud Fastener Load: 13 1 Fastener Load: 16 Fastener Load:20 Fastener Load:16 Page 10 of 13 ESR-1668 TABLE 3-ALLOWABLE WIND PRESSURES AND REQUIRED FASTENER SCHEDULE PRODUCT FASTENING FRAMING FRAMING ALLOWABLE WIND PRESSURES(Ibf/feet')AND FASTENER LOAD'(pounds) PRODUCT DIMS(in.) FASTENER TYPE + TYPE SPACING METHOD (in) Code Building BOCA National Standard Building International Thick. Width Code Building Code Code Building Code Min.20 ga., 19 23 29 23 51/4"Lap 100"x1.5"Knurled pins, 3.625"x 24 Siding 5/16 5.25 .3125"head,ET&F Blind nailed 1.375"Metal #AGS-100-0150NA C-stud Fastener Load: 13 Fastener Load:16 Fastener Load:20 Fastener Load:16 1 5/8",steel,self-tapping Min.20 ga., 24 P9 36 29 5 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 5.25 Face screwed 16 Siding ITW Buildex"59500 n" 1.3C-s Metal S-12 #2159500 C-stud Fastener Load:11 Fastener Load: 13 Fastener Load: 17 Fastener Load: 13 1 5/8",steel,self-tapping Min.20 ga., 20 24 30 24 5 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 5.25 Blind screwed 16 Siding ITW Buildex"Rock-On" 1.3C-s Metal S-12 #2159500 C-stud Fastener Load:9 Fastener Load:11 Fastener Load:13 Fastener Load:11 1 5/8",steel,self-tapping Min.20 ga., 19 23 29 P3 5 1/4"Lap screw,3/8"phillips head, 3.625"x 5/16 525 Blind screwed 24 Siding ITW Buildex 159500 1.3C-s Metal S-12 #2159500 C-stud Fastener Load: 13 Fastener Load: 15 Fastener Load:19 Fastener Load:15 6d Ring shank nail,HD 28 34 42 34 Shapes 5/16 16 Galv.,Maze Nails Blind Nailed #2 SPF 24 #C-S205-A Fastener Load:32 Fastener Load:38 Fastener Load:48 Fastener Load:38 6d Ring shank nail.HD 2x4 89 107 134 107 Shapes 5/16 16 Galv.,Maze Nails Blind Nailed #2 SPF w/ 16 #C-S205-A 5/8"OSB° Fastener Load:69 Fastener Load:83 Fastener Load: 104 Fastener Load:83 Min.20 ga., 23 28 35 28 .100"x1.5"Knurled pins, 3.625"x Shapes 5/16 16 .3125"head.ET&F Blind nailed 1.375"Metal 16 #AGS-100-0150NA C-stud Fastener Load:18 Fastener Load:22 Fastener Load:27 Fastener Load:22 Min.20 ga-. 18 22 27 22 .100"x1.5"Knurled pins, 3.625"x Shapes 5/16 16 .3125"head.ET&F Blind nailed 1 375"Metal 24 #AGS-100-0150NA C-stud Fastener Load:21 Fastener Load:25 Fastener Load:32 Fastener Load:25 2x4 67 80 100 80 Shapes 5/16 16 1 1/2" Roofing nail Blind Nailed #2 SPF w/ 24 5/8"OSB' Fastener Load:77 Fastener Load:92 Fastener Load:116 Fastener Load:92 For Sl: 1 inch=25.4mm,1 pound/tool'=47.8803 kPa:1 pound=4.448N. See Figure 2 of this report for a description of face and blind nailing. a Fastener load represents the withdrawal load exerted on the fastener at the specified allowable wind pressure. s For these assemblies the wallet shall be solidly sheathed with minimum 7/16-inch OSB structural wood panels complying with DOC PS-2 and installed with 8d nails spaced a maximum of 4- inches o.c.on the edges and a maximum of 8-inches o.c.in the field. "For these assemblies the walls shall be solidly sheathed with minimum 5/8-inch OSB structural wood panels complying with DOC PS-2 and installed with 8d nails spaced a maximum of 4- inches o.c.on the edges and a maximum of 8-inches o.c.in the field. Page 11 of 13 ESR-1668 TABLE 4-ALLOWABLE FASTENER WITHDRAWAL CAPACITY(pounds)'Z,3 FASTENER PRODUCT APPLICATION FRAMING MATERIAL Spruce- Hem-Fir, Douglas Southern 20 ga Steel '/,fi"OSB Pine-Fir, 0.46 s.g. Fir-Larch, Pine, 0.42 s.g. 0.50 s.g. 0.55 s.g. Lap siding-blind nailed 43.2 54.0 64.8 83.7 - - 6d box nail Panel 43.2 54.0 64.8 83.7 - - Lap siding-face nailed 54.0 66.0 84.0 115.0 - - 8d box nail Panel 63.0 77.0 98.0 125.0 - - Lap siding-blind nailed 43.7 54.1 67.9 86.3 - - 13/4"roofing nailPanel - - - - - - 6d nail Lap siding-blind nailed 40.2 - - - - 16.0 Maze nails #200 HD-018 Panel 40.2 - - - - 16.0 7d nail Lap siding-face nailed 38.8 - - - - 11.0 Maze nails #225 HD-022 Panel 38.8 - - - - 11.0 8d nail Lap Face nailed 45.3 - - - - - Maze nails siding Blind nailed 45.3 - - - - - #C-CEM8 Panel 45.3 - - - - - 6D roofing nail Lap siding-blind nailed 59.3 - - - - 28.0 Maze nails #HD-105 Panel 59.3 - - - - 28-0 1'/2'ring shank roofing Lap siding-blind nailed - - - - - 13.7 nails Maze nails Panel - - - - - 13.7 #R103-A 6d ring shank Lap siding-blind nailed 54.5 - - - - 16.5 Maze nails #C-S205A Panel 54.5 - - - - 16.5 0.100"x 11/2 Lap Face nailed - - - - 35.0 - pins ET&Fsiding Blind nailed - - - - 35.0 - #AGS-100-0150NA Panel - - - - 35.0 - 15/8'screws Lap siding-blind nailed ( - - - - 59.3 - ITW Buildex "Rock-On"S-12 Panel - - - - 59.3 - 15/e'screws Lap siding-blind nailed - - - - - 50.8 ITW Buildex _ 50.8 "Rock On" Panel Hi-Lo For SI: 1 inch=25.4 mm, 1 Ibf=4.448N. 'Where nonstructural sheathing is located under the siding,the length of the fastener shall be increased an equivalent length so as to provide the required t'/;inch fastener penetration. 26d box and 8d box nails are hot-dipped galvanized box nails.They are minimum 13/4 inch-long,stainless steel or hot-dipped galvanized nails having a head diameter of 3/8 inch. 3The allowable fastener withdrawal value specified above shall be greater than or equal to the minimum fastener load specified in Table 3 of this report. ESR-1668 Page 12 of 13 t 3 4 o ITEM 1: Allowable axial load for a wall assembly constructed with WeatherBoardSTm FiberCement Lap Siding shall be 49 percent or less of the allowable axial design stress calculated in accordance with the Nationalnal Design Specification for Wood Construction(This equates to 1,200 lbs,(5335 N)per 2x4 or 228.5 psi(1.57 N/mm2)when No.2 Southern Pine studs are used in the construction of a wall having an unbraced height of 9 ft(2.7 m)).Allowable axial load for a wall assembly constructed with WeatherBoardsTm FiberCement Vertical Siding shall be 73.4 percent or less of the allowable axial design stress calculated in accordance with the National Design Specification for Wood Construction(This equates to 1800 lbs(8000 N)per 2x4 stud or 342.9 psi(2.37 N/mm2)when No.2 Southern Pine studs are used in construction of a wall having an unbraced height of 9 It(2.7 m)). ITEM 2: Continuous vapor barrier in accordance with the applicable code and the manufacturer's instructions. ITEM 3: Interior side of wall assembly shall be covered with 5/9 inch thick ASTM C36-95b Type X gypsum wall board. Wall board shall be fastened to wood framing with 15/8-inch long No.6 Type W drywall screws spaced 8 inches on center at the edges and 12 inches in center in the field.All screw heads covered with joint compound and all wallboard joints shall be covered with joint compound and taped and treated with joint compound.Joint compound shall comply with ASTM C474 and C475. ITEM 4: Insulation shall be provided and shall be either mineral wool or fiberglass.Mineral wool shall have a nominal density of 2.5 IbS/ft3.The fiberglass shall be R13. Batts shall be 16 inches wide. ITEM 5: Exterior side of wall assembly shall be covered with 5/8 inch thick ASTM C79-95 Type X gypsum sheathing.Gypsum sheathing shall be fastened to wood framing with 15/,-inch long No.6 Type S drywall screws spaced 8 inches on center at the edges and 12 inches on center in the field. ITEM 6: Weather-resistive barrier in accordance with this report and the applicable code. ITEM 7: Exterior wall covering shall be either WeatherBoardSTm FiberCement Lap Siding or WeatherBoardsTm FiberCement Vertical Siding. Where Lap siding is utilized the overlap shall be a minimum of 11/4 inches and face fastened with 2'/2-inch-long double hot-dipped galvanized roofing fasteners with ahead diameter of 3/9 inch.The fastening schedule for WeatherBoardSTm FiberCement Vertical Siding shall be a maximum of 6 inches o.c.at the edges and 12 inches o.c.in the field with 8d common nails. For SI:: 1 inch=25.4 mm; 1 Ibf=4.448 N. FIGURE 1—ONE-HOUR FIRE-RESISTANCE-RATED WALL ASSEMBLY FOR WEATHERBOARDSTm FIBERCEMENT LAP AND VERTICAL SIDING Page 13 of 13 ESR-1668 face nail blind nail option option 7 1/4" overlap minimum minimu 1 ,1/4 minimum I I 1 ,� 1 � I � i •u i ! sheathin ! sheathing g +h building + j building I ; paper paper i 3/4" 3/4�� I I NOTE: 'See Section 4.2.2 and Table 3 of this report for the fastening requirements of lap siding. 'For SI: 1 inch=25.4 mm. FIGURE 2—WEATNERBOARDSTm FIBERCEMENT LAP SIDING INSTALLATION DIAGRAMS C," S CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001121 Date 8/29/08 Property Address . . . . . . 1861 SEA OATS DR Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc concrete to pavers driveway ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MECHAM, MIKE OWNER 1861 SEA OATS DRIVE ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/25/09 ---------------------------------------------------------------------------- Special Notes and Comments Roll off container company must be on City approved list and cannot be placed on City right-of-way. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 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 CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247 5800 Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date 9 ['Ir- d 1, PPERMIT#Y THE CITYJob Address � � S��A 0.a r�nr1 r v�Permitee: �Z1 I C N A ef % I.J f E N A ^� # Permittee Address: Requesting Permission to Construct: 70A✓4=/t-3 6_14--A C Z! W `L__d A Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No Date: Comcast FILE C Yes ( ) No ( � Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Be h or Florida Department of Transportation Standards and be performed under the supervision of -t6 G Vi A NA M G25 ) C. K 1. c I",,x(Contractor's Project Superintendent) located at ✓ E //a'vw -:A •Telephone#: S3 -7- C_y 1 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of WaV are to be included with this application. th with days. If the beginning date is 7. This permittee shall commence actual construction In good fai more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. SHIRLEY L. GRAHAM OWNER ; 051",0.Y P1,111 Notar, Public-State of Florida _Mycom PsionExpires Feb 14,2010 Signed: Date: Con ,ion#DD 518-533 Before m is day of t Cou of Duval, ; ; anal Notary ' sn. State Of Florida, has perso'ally appeared - Bond- Notary Public at Large,State of Florida,Co my of Duva. !Mm �o exp' � Personally Known: Produced Identification: R.O.W. Permit Attachment of for R.O.W. Permit# issued -2005 Atlantic Beach,FL 32233 Owner's Name: Property Address: ¢ ©aK Or Subdivision: Lot#/Block#: R.E. #: REVOCABLE ENCROACHMENT PERNHT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 2005, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: R�4-4C_E �c�-.� oTki%✓E A�� z''^ s Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liKit' arehereby assumed by the USER. DATED and SIGNED thisday of ,20�W CITY OF ATLANTIC BEACH,FLORIDA, By: a municipal corporation: Property Owner By: n anaggeer Atte ' Rick C er, Public orks Director STATE OF FLORIDA COUNTY OF DUVAL On this day of , 2005, personally appeared before me, a Notary Public in and for said County and State, , the property owner of Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. By: 4NotaryPublic 6for ounty and State Property Owner (to be signed in presence of the Notary) -= SHIRLEY L.DaA 41'wY Pf/B ii Notary Public-S -My Commission Exp Commission# Bonded By Nation Page 2 of 2 c; Impervious Surface Calculations % Formula Find square footage of the following: House footprint Driveway All sidewalks/walkways A/C pads Detached garage/sheds Pool Decking Patios, terraces and/or decks Add the total square footage of the areas listed above then, divide the sum by the total lot area of the property. 5(14/2007 NOT ALL PAVERS ARE CREATED EQUAL 100% IMPERVIOUS (COAB LDR 24-17... Solid surface pavers. (e.g., brick or brick appearing pavers as opposed to open grid pavers) do not qualify for any reduction in impervious area, regardless of type of base material used. ) POO 50% IMPERVIOUS (COAB LDR 24-17... Surfaces using pervious concrete or other similar open grid paving systems shall be calculated as fifty (50) percent impervious surface, provided that no barrier to natural percolation of water shall be installed beneath such material.) Products shown are examples, others may be eligible with Public Works Director approval. '�� ,�4� 'tom.� i1 .� .•-AS,�`��+I."-!^�'.� J. —i +'b '�-fir+ r�'�` 'w' .,y.+ w• .gyp .'4 _ .`�," i` '"..'.,....✓"'c +► +IF_'�A'"�wf4•'�q$"�s..,T,��M.uC►�,Y�'�^..i-9� '� 4 l✓"." AW ,,,y v.,+h�.�".,,if„+wY',�,"Yr.,e-,�•,��'.,:+,��.,�,+V"'yp�,,,w�,q-�s,,. � � � ,,..- '., L ,• .y w"��' `�',Wp.,�,.'�a+ ,�r' �`,�•.,yy� +r6r�+�- '�;�. ..r_,, tic -. i �e. � "��"�•.� .�'�'�' �"�¢�yr�"��e� � � Jam_. .,'k. :tt� 4*�R,. SF-Rima Tremron Turf Bloc z M derna- Sreement Paver and Wal! Creations Q Jacksonville Largest Outdanr Paver Showroom and Des'9n Center Date: 7/17/2008 907 6th Ave South Jacksonville Beach FL 32250 ' M �� Quotation # 3243 Moderna Pavers Customer ID 315 13th Ave North lQ Jacksonville Beach FL 32250 Phone (904) 537-0411 Fax (904) 242-2734 Prices valid until: 8/16/2008 Prepared For: Mike Meehan Prepared by: Chris Company: Address: 1861 Sea Oats Drive Email: meehanm�comcast.net Atlantic Beach FL 32233 Job Scope: Contact# 904-403-6177 Material furnished and labor square footage installed as listed. Jobsite cleaned and rinsed upon completion. Does Job Square Footage: 839 not include irrigation relocation/resod of work area or any Driving Surface Square Footage: 839 other work not listed. Pedestrian Square Footage: 0 QUANTITY DESCRIPTION UNIT PRICE AMOUNT 839 Ft2 Tear-Out/Excavating and Site Prep Labor 0.60 503.40 9 Paver Cubes Based on 100 Square Feet per Cube 197.00 1,773.00 0.5 Yd Concrete Edge Restraint 125.00 62.50 14 Base Underlayment Tons 38.00 532.00 839 Ft2 Paver Installation Labor 1.25 1,048.75 0 Optional Walkway to Pool-additional 1,117.74 0 Optional Walkway to Front Door-additional 1,482.30 0 Change to a grey base paver deduct-$200 0.5 Joint Sand Tons 60.00 30.00 1 Dump and Material Disposal Fee 125.00 125.00 1 Flat Bed Tractor Trailor Delivery Fee(Pavers/Wall Material) 185.00 185.00 1 Dump Truck Delivery Fee(Underlayment) 75.00 75.00 Paver Color: Oak Run or Any Equivalent Local Color SUBTOTAL $ 4,334.65 Paver Shape: 4x8/2 Stone Combo -3 Sia"f E Once Material is ordered, color and material changes cannot be made DISCOUNT/ PROMO (200.00) and order is non-refundable. All paver and wall materials are TOTAL $ 4,134.65 guaranteed at least 10 years by the manufacturer; and 10 years on labor by Moderna. Unused pavers after job is complete are the This proposal is backed by modema's low price guarantee property of Mode na. We will beat any comparable competitor quote by 5% J Material and delivery cost due at signing: $ 2,067.33 G�7t 1Pf Balance Due Upon Completion of Work: $ 2,067.33 �lVtBy signing below both parties agree to the terms and conditions listed 1 - 13 on page 2 of this agreement. Signature of Client Printed Date Signature of Moderna Represenative Printed Date Certified Premier Installer ,., e,wM",..,. �Fswowi � IBEik6ARW t car? Pi rhp hu-'o Fi and olvr 1'200 Saws ied cLof r- wrs,r_ic,ckwfn- ir', the lgeac e's, I'me lia,Jr 1Et lt;r;tv and Pat(oam We are rOUR Pager Experts! City of Atlantic Beach Em ER epartment.) Building Department J 'S Boo Seminole Road r� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Im review required Yes No Property Address: /0 �0� � ning Applicant: �� Dc sProject: { /� a Vl��j yA �a y Ror Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Date:f/_ PUBLIC WORKS Reviewed by: PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 I Application Number . . . . . 08- 000461 Date 4/16/08 Property Address . . . . . . 1 1 SEA OATS DR Application type description ESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3900 ---------------------------------------------------------------------------- Application desc REPLACE WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MARTIN HOME EXTERIORS 5749 HAVEN ROAD JACKSONVILLE FL 32216 (904) 737-5009 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . Valuation . . . . 3900 Expiration Date . . 10/13/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. SC I 1 `L`LANT IC BEACR CR PERMIT S� -BUILDING / ZONING DEPARTMENT NT APPLICATION 5"' _ '� 000 Seminole Road V .:� •. Atlaniio Beach,Florida 32233 .. (904)247-5-000 (904)247-58045 Fax vim.ce ab.us APPUCAT 9ON TRACKING FORM REQU DEPT: s� �} N PLANNING J� � oW�� I(/ z y mBUILDINGfix°®p, Address dc��`e3se � z . i- Y PUBLIC WORKS AppHc.ato /�.�jf�l O Y PUBLICUTILITiES Winlj�b�,/� � '��C�� -L. Y FIRE DLPT. �l.Jl / , /1/I// &uldw"e Y PU�iLICSAFET1r APPROVAL w C3 o REQUIRED AGENCY: RECEIVED BY: INITIAL: DA W y m D.E.P 1 VUFSTE(LER CD Q cl Y N S.J.R.W.M. CARPER z� Y N AP-,MY CORPS of ENG CARPER o Y Del HOTELS RESAURANTS HUFST°-FLER APPLICATION STATUS _ CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: /71 PLANNING 2ND REV BUILDING PUBLIC VVORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV RECE VEi: i CITY OF ATLANTIC 3EPCC CITY OF ATLANTIC BEACH Q P h Y� �.�. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- I 1�R 0 L ':I OFFICE:(904)247-5826 0 FAX NO.:(904)247-5645 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 13.SO.FT.UNDER ROOF 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT BLOCK SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: I JJ-ALTERATION ❑ACCESSORY BLDG. B.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA ❑YES C3-N/A A W yf F-�C��`�f✓ �'"�� ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME. 15.COMPANY NAME: 23.COMPANY NAME: (� ' D/ ` iAit ! >��" �'� 16.NAME: 24.LICENSEE NAME: ^ 1 10.ADDRESS: ; 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: OC,li:-� L C� 18.ADDRESS: 26.ADDRESS: AM FAX 11.OFFICE PHONE' 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28. NO.: °l. 7 8, -s-,. 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14,EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: • � /1 I � 1.�.- t FEE SIMPLE TITLE HOLDER: tl` BONDING COMPANY: fib: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent,Power of Attomey or Agency Letter Required) Iuudiifler Only) Signed: L...- - ,/� Date: -/- /- D P Signed: Date: Before me this�_day of D n.( 200gin the county of Before me A day of (Apt I 2007 in the county of Duval,State of Florida,has personally appeared Duval,Stat of Florida,has personally appeared � r�e-f'ti M 0,(4i n herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. `, No P4blivaj Large,StateM[CE Notary Public at Large,State of f County of�Y (u ❑ Not ❑Personally Known Produced ldentifcation- _d e _ CNotary Signature: -01 `W ggil CITY OF ATi'LANTIC BEACH K. C GRAM "' .� '., „,� T Public State eb 0.: _ a'zrts .trx4f•....-r• .SEE PERMITS FOR ADDITIONALission Expires F ission# C0 P Y DD 5233a ILE REVIEWED BY: DATE: Y National Notark sn. P GN � o � � � o Ic -Z1 0 0 7y o a CP y G 0 ty oa Oo 0o W o4 0 w -s Vj O H �sA °' O {v CIOPIT 71 C� H p CL JC c Ic c r VJ �a rA 0 C { O � U O U O U O U O � ITI to r z� N N, 4�+ , , :A N N f.+ O N p 00 �O O — ch tA �..r ►-� 0 0 0 0 0 0 ,� O � N b Ubi O 00 1p O �+ 00 �p O iN+ p•y /v �/ U 00 00 t!1 V1 00 00 r-+ O N N N N NrA lot tJ N tJ O CN � v, as as as U to �O +•+ O n kr y m N N N N N N N N W G� O 1-+ N W O *., N w � C W is 00 �D W A o0 10 CD p O to Z P N w 4V& c,Nn a �' Co O OO, IA N W 1a U N W as ch � e N J �p _ ,r H N N W W N N N N O O Ot �o N A .A U 0� 00 �D W ii J N ji �O r+ J � Z ^ ' U � ' Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. I677 West 31st Place Hialeah, FL 330I2 Plione:305/819-7877 Fax 305/81.9-7998 e-mail.,.fttdade@aol.com www.ftl-inc.com Lab.Number 4581 April 8,2005 Report Number 19 File Number 05-116 Page I of 4 D-7007 OFFICIAL TEST REPORT MANUFACTURER: P.G.T. Industries DESIGNATION: H-R60 53 x 76 ADDRESS: 1070Technology Drive SPECIFICATIONS: NAFS-2ANSVAAMA/ Nokomis,Florida 34275 NWWDAI01/I.S.2.-97 DESCRIPTION OF UNIT Model Designation: SH400;Vinyl Single Hung Window Overall Size: 4'5 3/8"(53 3/8")by 6'4 1/4"(76 1/4")high by 3.250"deep Configuration:O/X No.&Size of Vents:One extruded vinyl vent,4'1"(49")by 3' 1 1/4"(37 1/4")high MATERIAL CHARACTERISTICS Frame Construction:White vinyl test unit has a flange type fi-ame and a mitered welded joints.Fixed meeting rail at each end were fastened with two No.6 by2"pan head sheet meet screws. Frame sill has a 2.784" overall interior sill flange.Size of frame members are as follows:frame head and frame jamb 1.500"by 3.250"by 1.375"by 2.000";frame sill 2.784" by 3.250"by 1.375"by 2.000';fixed meeting rail I.190" by 1.835"by 1.440" by 1.210"by 0.062"wall thickness. Frame members are hollow extrusions with typical wall thicknesses of 0.06011 except were noted. Vent Construction: Vents have mitered welded joints and a white coated finish. Size of rails are as follows: top rail 1.160"by 1.647"by 1.410"by 1.022";bottom rail 1.425"by 1.910"by 1.647";jamb rails 1.005"by 1.647"by 1.160" by 1.022".Vent members are hollow extrusions with typical wall thicknesses of 0.065". Glazing: Material:*0.860"overall insulated glass using two lites of 3/16" *(0.180")annealed glass with*0.500"air space,A5-S, between the interior and exterior glass. Method: Unit is exterior glazed with 0.500"glazing penetration using a black colored silicone and a semi-rigid vinyl glazing bead. Daylight Opening:Clear opening of vent,45 3/4"by 33 3/4"high;fixed lite,48" by 33 3/4" high. Weatherstripping: anlity Description Location Single row pile with integral plastic fin at vent jamb rail and vent bottom rail on the interior and exterior Single row I pile with irate al plastic fin I at vent top rail Hardware: Quantity Descri tion Location Two surface mount metallic cam lock,with no I.D. at vent top rail,7" from each end Two surface mount plastic night latch lock,with no I.D. one at each end of vent top rail marks Four Is iral balances,with no I. D. marks I two at each frame jamb 4-i3-oAt' Note: "*"designates measurements by laboratory THIS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO'WHOM IT,S ADDRESSED.ITS APPLICATION IS ONLY TO THE SANPLE TFSI EU AND IS NUI NECESSARILY INDICATIVE(1f IHc OIIALITIES OF APPARENT:Y , SIMILAR OR.D£NTICAL PROOtIf.TS.P11Rl1CATR7N OF STATFMFNTS.CON.^.LUSION5 Oq EXTRACTS FROM 0R RrGARDING OUR RLPORT;OR OF ANY]F OUR SCALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSION IS PROHIBIT[(1 ' Lab. Number 4581 April 8,2005 Report Number 19 File Number 05-116 Page 2 of 4 D-7007 MATERIAL CHARACTERISTICS Hardware: (continued) ntity Description Location Two surface mount metallic keeper,with no I.D.marks one at fixed meeting rail,7"from each end Two 33 3/4"long vinyl balance cover,with no I.D.marks one at each frame jamb Two nylon block shoe clip,with no I.D.marks one at each frame jamb Two 2 5/8"long vinyl vent stop,with no I.D.marks at each upper frame jamb Two metallic pivot bar, with no I.D.marks one at each end of vent bottom rail Weepholes: Mantity Descri tion Location Four 1"by 1/4"weep hole with plastic baffles at frame sill flange 3 %2',5",48 %2"and 49 3/4" Four 3/8"by 118"weep slot at frame sill,3 '/2" and 49 5/8"from left Two 1"by 118"weep slot at frame 2!&3 3/4"and 49 3/8"from left Muntins:None Mullions:None Reinforcement:One 33 314"long aluminum reinforcement,drawing No.5114,inside vent jamb rail,(total oftwo).One 48" long aluminum reinforcement, drawing No.5103, inside fixed meeting rail One 45 3/4" long aluminum reinforcement, drawing No. 5114, inside vent top and bottom rail, (total of two). One %2" by 1/16" by I ''/:" long aluminum plate,drawing No.5115,at each end of fixed meeting rail fastened with the same size and type of assembly screws. Sealants: Fixed meeting rail at each end were sealed with a clear colored seam sealer. Pads:None Screen: Water resistance test conducted with and without a fiberglass mesh screen installed. Additional Description:The metallic pivot bars were fastened with two No.6 by l"flat head self drilling screws. Unit Installation:Test unit installed in a 2 x 12 pressure treated wood test buck with a 2 x 4 pressure treated buck strip. Frame installed with a single row of 10 by 2"pan head sheet metal screws at frame head and frame jambs.Location of installation screws are as follows: frame head from the left, 6 5/8",26 5/8 and 46 5/8";frame jambs from the bottom, 6 518", 20 `/z",34 1/8-,44 1/8",54 7/8"and 65 5/8". There were no installation screws in frame sill. Product Markings:None OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.2 Air Infiltration'fest:(ASTM E283-96) Passed at 1.57 psf 0.11 cfm/sq_ft.(1.87 cmh/m') 0.3(5.49)maximum Note: The tested specimen meets or exceeds the performance levels specified in specification reference for air infiltration. 2.1.3 Water Resistance Test: (ASTM E547-96/E331) Passed with and without screen,no leakage at 9.00 psf(431 Pa) 2.86(137)minimum Lab_ Number 4581 April 8,2005 Report Number 19 File Number 05-116 Page 3 of 4 D-7007 OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.4.2 Uniform Structural Load Test. (ASTM E330-96) Passed Positive Load 90.0 psf(4309 Pa) 22.5(1077)minimum Deflection Permanent Set Reading at meeting rail 1.419"(36.09 mm) 0.068"(1.73 mm) 0.196(4.98)maximum Reading at frame sill 0.103"(2.62 mm) None Reading at frame jamb 0.110"(2.80 mm) None 2.1.4.2 Uniform Structural Load Test: (ASTM E330-96) passed Negative Load 97.5 psf(4668 Pa) 22.5(1077)minimum Reading at meeting rail 1.688"(42.92 mm) 0.194"(4.93 nun) 0.196(4.98)maximum Reading at frame sill 0.140"(3.56 mm) 0.002"(0.05 mm) Reading at frame jamb 0.169" (4.30 mm) 0.005"(0.13 mm) 2.1.7 Corner Weld Test: Passed Frame corner 85 pounds(377 N) Vent corner 45 pounds(200 N) 2.1.8 Forced Entry Resistance Test Passed AAMA 1302.5-1976,Paragraph 3.1.1 Test A through 3.1.5 Test G No entry None Allowed 2.2.1.6.1 Starting Force: 9 pounds(40 N) 30(133)maximum Operating Force: 8 pounds(36 N) 30(I33)maximum 2.2.1.6.2 Deglazing Test:(ASTM E987-88) Passed No disengagement at: Horizontal Rails 70 pounds(311 N) 70(311)minimum Vertical Rails 50 pounds(222 N) 50(222)minimum Percent Deglazement 5 percent 99 maximum SECTION 4,OPTIONAL PERFORMANCE CLASS: 4.3 Water Resistance Test:(ASTM E547-96IE331) Passed with and without screeq no leakage at 9.00 psf(431 Pa) 3.00(144)minimum 4.4.2 Uniform Structural Load Test: (ASTM E330-96) Passed Positive Load 90.0 psf(4309 Pa) 30.0(1436)minimum Deflection Permanent Set Reading at meeting rail 1.419"(36.09 mm) 0.068"(1.73 mm) 0.196(4.98)maximum Reading at frame sill 0.103"(2.62 mm) None Reading at frame jamb 0.110"(2.80 mm) None 4.4.2 Negative Load 97.5 psf(4668 Pa) 30.0(1436)minimum Reading at meeting rail 1.688"(42.92 mm) 0.194"(4.93 mm) 0.196(4.98)maximum Reading at frame sill 0.140"(3.56 mm) 0.002" (0.05 mm) Reading at frame jamb 0.169"(4.30 mm) 0.005" (0.13 mm) Note: At conclusion of above tests, there was no apparent damage to unit,glass or fasteners. Lab.Number 4581 April 8,2005 Report Number 19 File Number 05-116 Page 4 of 4 D-7007 continued Temperature: 77.0 F Barometric:29.97 Test Began-March 21,2005 Test Completed-March 22,2005 Report Expires- March 22,2009 Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements(paragraphs as listed) of the above referenced specifications. As per manufacturer, unit complies with section 3, material and component requirements. Detailed assembly drawings showing wall thickness of all members,comer construction and hardware application are on file and have been compared to the sample submitted.A test sample will be retained at the test laboratory. A copy of this report has been forwarded to the Validator. Note: Test specimens were covered with a 1.5 mil plastic sheeting to seal from air leakage when load tests were performed,however this had no effect on the above tests results. Witnessed by: FENESTRATION TESTING LABORATORY,INC. Mr.Edmundo Largaespada,P.E. Mr.Joe Johnson Mr. Sam Bryant Roberto Roble t Laboratory Technicians: Testing Mana r Erick Castaneda Author of Report Dina Cova 4-P.G.T. Industries 2-ALI Jyrlf�, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000650 Date 5/12/08 Property Address . . . . . . 1861 SEA OATS DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc duct work only ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MECHAM, MIKE TROPIC HEATING & AIR 1861 SEA OATS DRIVE Q/A:MARKS, CHARLES J. ATLANTIC BEACH FL 32233 750 MAYPORT RD. ATLANTIC BEACH FL 32233 (904) 241-1788 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/08/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITYYOF�e,A , `` x _ � BH:r MECHA-NICAL PErR�1�II1� A'�'1',r CA.`TION / ^ Date: rc erty Address:r: '�Le //(LC Gw� Telephone#: �!q ' 75-es Contractor: �� c �i4•-� Telephone 9: - 7�� Contractor Address: Isom oo-r //f Fax #: _�Y/ 217-2- 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 City of Atlantic Beach ordinances and standards of good practice listed therein. If other construction is being done on this building Type of Heating Fuel: or site, list the building permit number: ❑ Electric ❑ Gas: LP Natural _Central Utility ❑ Oil — ❑ Other–S ecif MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor W/" Residential ❑ Air Conditioning: _Room Central Duct System: Material hickness__,,e-(o ❑ Commercial Maximum capacity /car_4::) cfm C3 Refrigeration ❑ New Building ❑ Cooling Tower: Capacity ;;Pm ef"', Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator-(N umber) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel Cl Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping l� Other-Specify DVr i 8v� ❑ Other-Specify 05 LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING–FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial 4ApprovingHow Man &Dimensions Contained Manufacturer No. 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845• httn•//wwNv.ci.atiantic-beach.fl.us Revised I/04 CITY OF ATLANTIC BEACH 0 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025146 Date 11/08/02 Property Address . . . . . . 1861 SEA OATS DR Tenant nbr, name . . . . . . GAF 30YR ARCH D3642 Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3750 Owner Contractor ------------------------ ------------------------ MEEHAN, MIKE MONAHAN ROOFING 1861 SEA OATS DRIVE 470 SALTBUSH COURT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 247-2121 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 3750 Fee summary Charged Paid Credited Due Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Li (015�VF D ' ff� NOV 0 7 2002 La wj r i BY: !3Ar City of Atlantic Beach• 800 Seminole Road •Atlantic Beach,Florida 322�3p3- 44�E D Phone: (904)247-5800 •FAX(904)247-5805 •http://www/ci-atlanlifFb@) WIC BEACH ]UILDING OFFICE PERMIT APPLICATION FOR ROOFING NOV 0 i�) 2002 JOB LOCATION lqt k SE'n C I T fir- OWNER OF PROPERTY �� Mc_e h A�� PHONE# 3 CONTRACTORS N Qlr� �. C c�, ;�• Cc,�� CONTRACTOR ADDRESS ao d )\ rCj vm4- CONTRACTORS LICENSE NO. C - 00 H-73'1ci PHONE# ay a- a H ► , v SCOPE OF WORK DECK SLOPE GREATER THAN 2 : 12 ✓ LESS THAN 2 : 12 ACTUAL VALUATION OF WORK $ J _j SG, c PRODUCT NAME&MATERIAL TO BE USED(a !L F W,tf- ASTM DESIGNATION(S) REQUIRED INSPECTIONS SHEATHING FINAL LIBILITY INSURANCE POLICY SUPPLIED ,/ YES NO WORKERS COMP.POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED ✓YES NO OCCUPATIONAL LICENSE SUPP D NO SIGNATURE OF OWNER SIGNATURE OF CONTRACTOR SWORN TO& SUBSCRIBED FORE ME THVI DAY OF Nowzt NIi er 2002 DAVID PEACOCK Notary Public, State of Florida AS TO OWNER My comm. exp. Aug. 18, 2006NOTARY PUBLIC, Gomm• No. DD 143129 DAVID PEACOCK AS TO CONTRACTOR Notary Public,Statt4bTAW PUBLIC MY'=M. exp. Aug. 18, 2006 1y'OMMs Nee DO 143129 CITY OF ATLANTIC BEACH PERMIT . CALCULATION SHEET Address h( SiE-A- F- A Date Heated Square Footage @ $ er sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ Per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ `L 35-0 $ 15 Remaining Value $5. per thousand or portion thereof c� TOTAL BUILDING FEE $ S , + 1/2 Filing Fee ( ) Fireplaces @ $15. 00 $ . BUILDING PERMIT FEE $ 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 : "—mss_-----, Brook 10758 Page 568 ru 1977 tAws FS 713.13 l r RAMCO FORM 409 1 V 0V� of C (Prepare in Duplicate), To wham if may concern; The undersigned hereby informs all concerned that improvements will be made totcertain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property . J ti�S to ��'rn^� I y ��.� e`� .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t ,p �'e .` ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . . General description of improvements ,P 'd`CD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . �_ M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . H -ki Owner l .k.C. . .� �fid► D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address Owner's interest in site of the improvement . .l.O.Pa�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee Simple Title holder(if other than owner) Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . vl ` Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 V t i s Contractor 6m.ci� Address �Offi . ��e� 5. . .�i t— $A J D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . El Surety(if any) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . Amount of Bond S. . . . . . . . . . . . . . . . . . . 1 Any person making a loan for the construction improvements: ' Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address Person within the State of Florida 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 713.13 (1) (h), Florida Statues. (Fill in at Owner's option). Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . Tlus space for recorder's use only Owner Sworn to and subscribed before me this . . day of t . D J . . . . . . . . . . . . . . . . . . Notary Public DAVID PEACOCK Notary Public, State of Florida Doc# 2042 19712 My Comm. exp. Aug. 18, 2006 Book: 1078 Comm. No. DD 143129 Page: 568 Filed & Recorded 11/08/2002 03:46:22 PM I JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $ 5.00 TRUST FUND $ 1.00 FS1 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD Vr ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027910 Date 3/17/04 Property Address . . . . . . 1861 SEA OATS DR Tenant nbr, name . . . . . . REMOVE WINDOW, INST.DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1200 Owner Contractor ---- ------------ -------- ------------------------ MECHAM, MIKE 13LASSINGAME BUILDING SERVICES 1861 SEA OATS DRIVE 611 NORTH FOURTH STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-1772 --------------------- ------------------ ------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1200 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 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 BUU DING IlvIPROVEMENTS"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 1 r .3 1 cr Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S Higgins y 800 Seminole Road ss Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Cq - o?r19 ► C) Property Address: f� o f son CCL A- 52)1- Applicant: [SIC S(r,a0 r-yi P aAr, '- 'Seri/-Project:rr►<�P lain rJ C74) ncS l�c� ll do uy This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: WL Date: 31, ,`d M]Ai�11-DARE CC71.T7i"s',FLORIDA MiAM4 M7riRO DADSF'i 1GLERgu1L'JING r iao WEST FLAGLER 3TREET,S111TB 1603 6Lil DING CQDE�oMPL1A 4CE OFFICE MCCO) MIAMI,FLORIDA 33)30-15,53 PRODUCT CONTROL D1v151ON (345}375�4C1 FAX(3d5)s75:9G8 N1D' ICE OF ACCEPTANCE : pA Jed-Wee,Inc. 31752;Mgh"-ay 91 N. I Chiloquin, OR 97624 Score. latiors o,,-erAing the use of co~strscron Tnaterals- 1 i Ting NOA is being issued uncar the appiscab rales asld regi. B i The ciocum+rtat3on submitted ha 1 Q revcto be used n ��iami Dade Coauty and other arca%c wherand aliowc by the Bolyd of Rules and Apnea (B ) ' ;he.Au'thonV 13aving 3rtricdictian(AHI). ' is NOA shall nat be valid ager ttte expiration date stated below. Theatni Dttde Cow�ty p oduct Control otbcr that. Miami Dade CoMV)reservc the rir-ht to )1i•�isior.(In Miami Dade Coa1ry) all the A (� arms purposes, if this duct ur material fails to perform in i Have t}1is product or materal tested :�Qua:iw a urancc pip se of such testing and the AHJ may itr>�diately i the accepted manner, the M Vfar=,U will iacur tion expe71 ! ! evok�,llfy,or suspe,d the use of such product or material within their jurisdiction. 130R4 reserves the right ' to revoke this acceptance,if it is detemZined by Miatrnt-Dade County Prbsuet Control Division that this product Dr maLxial fails A meet>hz tequircments ofthe applicable buildir.$code. ,. j This product is aygraved as described berm,,and has been designed to comply with the Pugh Velocity Himicane 1 � Zone of thg Ftortda i3uild"S Code. SCTt1<IPTJt t Series"Jell-��enit"618"W/E l�asvviaS Glazed lnaulited Steel Door wlwo 5ldelites i i pFPRdVA.L DOCLT.% ~:NT,Dra srng No.5-2195,titled"Wood Edge G1sud Door w/&wiot:t Sidelites Up no 167"x 5'8 Iltswin$Unit'.sheets l through 7 of,8,prepared by R.W Building Consultants,Inc.,dated 12l14r01 with vision 3 dated 10122,102,bearing the Miami-Dade County Product Ccyr,tr°!Recision stamp Wit',the Not ce re on dais by t-,e Miami-)-rade County Product Control Divis=. of,geceptnnce number and expirati NUSSILE INIPACT RATLXQ^lone i LABELING: Each unit shall bear i permarent label with the Pmt,„f tutor's Warne or logo ct y,state and i following statemwru: ":uiarni-Dade County Product Con of Approved",unless oche-wise noted herein. ' RENEWAL of&ss r;(1A shall he mrisidert d eft affeccxUn Q t3�sewalapplication perfa trc�of this prodtx d there has boort no j change in the applicable building code nem : y p ; T)ERMx1tiAT10N of this NOA will occur after the exprat;on date ar if there has bent a revision or charge in the Ma Dr use,andior manufacture of the product or pm�ss Misuse o1 this'10c�as an endorsement 4f any t produc* for sales,adverrtiSirg or any other pmP�shall automalically terminate this NOA-Failure to corwly i with any ri cl;en of this NOA shall be cause for termination and removal of','NOA. ADVFRTI5E1V1:F,.N—f.- The NOA number preceded by the words ivliarri-Dade CoUnty,Florida,and followed by the eWirsriott date may be displayed in adverttsitlg literal=. if any portion of the NQA is displayed,thea it sl aU be done in its entirety, INSptCTION:A copy of this entire NOA shall be provided to tht'aser by the:z uivfaettsrer or its distributors sy,all yc available{ar inspection at theeb site at the request of the Building Official_ '13vs NOA reAases NOA#01-1224,04 and.consists of this page l zs well as approval document men iooed abo»c. i"ne submitted docurncntatiorr was reviewed by Jajrrie Fiserv,P.E- NOA.No 02-1211.16 Expiresdon Wto- August.15.100-7 Approval Dater January 30,?003 Page 1 a KW 10- ts,,o�aa"� �— "�o 2s m U 4m�, 36.,175-J -� f--BGS• l_ PR s_at -1 , I Cin 1373' n n N m J9.JT5 m � aa.37s' 4� nT •Nx• ra.10� -� 1�.rG'h —i 1 .16 • ^� 5.0• 10 ion =+gk Lot, �ill a. �U 7��1pIDp I �7J T•1 fig �O n�odm V�N o VaJ c n y LI- 9 IA V4, G 0VI 7375' • JELD-WEN,INC. Yof ftlOPP`M 91 n5 HIGHWAY 97 NORTH � cHiLOQUIN,OR-97524 ;" u+cu• ►��xc uc�ro P)4.5a t.7932057 308 d ij f i. MAP SHOWING SURVEY OF LOT 20, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, FAG it OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I' Z=Z i f •f ,� • /r�i..j7r••..r•� I i v7"- 'T'..�..`':,�---,---.-•., e.�• �' Q gwr ` ® , 5' s• Sy'O�,✓ /,!"./Ml�"' ,olrr°.ri00 Cit is� ,��a� /1,"i S/s3d✓v�'s!r • .-h X21 N,. /add i1 xri�,•. Vk Z ^;, Q 41 ead7'15' e5WI vgt` Q S 8/•� ? .� _ /� �_ Res �/ f :i ,�..a••n ofrs �E • BEARINGS ARE BASED ON THE NORTH LINE OF LOT 20 k . AS BEING N.89057 °19"E. BY PLAT • THIS PROPERTY APPEARS TO LIF IN FLOOD ZONE BY FLOOD MAPS REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D I PREPARED FOR ;'HE BENEFIT 0 MICHAEL MEEHAN; WASHINGTON UAL; STEWART TITLE GUARANTY CO RICHARD 'qk�ATWRPGHT T. MOREHEAD, P.A. AND WAS IN L NO COFMPLIANCE WITH THE MINIM ECHNICAL S RVEYORS, STANDARDS SET FORTH IN CHAP 61 G17-6 0./8i a mac. OF THE FLORIDA ADMINISTRATE ODE, DURDEN LAND SURVEYORS JOHN ATWRICHT, P.S,M. FLORIDA LIC. SURVEYOR and MAPPER'' LS 3295 FLONVY LICIEWO SAWYI+G AM MAPF" Nor 3672 1711 SOUTH 5TH STREET DATE; d Jl DZ JACKSONVILLE REACH, FLORIDA 32250 N SCALE: (904) 249-7261 fAX (904) 241-3346 l: TH'S M04P Of SURVEY IS NOT VALID UNLESS 17 IS SIGNED r AND HAS THE RASED SfAL OF A F1ORIDA LAND SLIRVEYOR. ORatMNG lea.[ NO loco Dow f77TY OF ATILANTITC BRACH APPLTr-ATTOM FOP WATIFIV APPLICATION IS HEREBY ?4i%DE Ff-))l WATER "-,!.)T--Tl,7 174,T THE FOLLOWING ADDRESS FOR IT 'I;T-TN rMRGE SURCWTS-10N MASMER PLAUM ER MAILING ADDRESS X lklh,e.,i CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT �. JOB LOCATION 1861 SEA OATS DRIVE 1594 PERMIT# ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION SELVA MARINA a. OWNER NAME MR. BOGUE JR. t ) - PHONE LEGAL DESC: LOT 2QLOCKSECTION PERMITTYPE BUILDING w o 1w CLASS OF WORK ADDITION w CONTRACTOR SOUTHEASTERN FOOLS PROPOSED USE POOL/SPA U) z wmw a WORK DESCRIPTION INSTALL POOL PER PLANS z a Z, INSPECTION REQUIRED I FOOTING INSPECTOR PM cccc Z.� DATE INSPECTED �� 3 "'LL) BY (� APPROVED ❑/+ REJECTED ❑ COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 1861 SEA OATS DRIVE PERMIT# 1594 . ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION SELVA MARINA uj OWNER NAME MR. ROGUE JR. PHONEit wvw F LEGAL DESC: LOT 2,51LOCK JECTION PERMIT TYPE BUILDING z <w CLASS OF WORK ADDITION � CONTRACTOR SOUTHEASTERN POOLS PROPOSED USE POOL/SPA a z 0 f� WORK DESCRIPTION INSTALL POOL PER PLANS cc 0 INSPECTION REQUIRED INSPECTOR z 2 ROUGH PLUMBING PM DATEINSPECTED "J O BY ;,�� APPROVED ©/ REJECTED COMMENTS C ITY OF AT LWf IC SEMM APPLD'�ATION FOR SEWER CGNINEMIOWS ACCOUNT NO D,WrE ".'ar mo. "Ao B L�Qcx No. ;5uwlvxsloN toa auxixTNG AASTie.'R PLUMBER ICATE INSPECTM 13Y i –DEPARTMENT OF BUILDING 4196 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date Oc'rnlwr 22 19 r' Valuation$ P1121bim Fee $ 12•(Y' This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that '`jLitorn P1uubur► 2927 N. Ed�'uu Ave. ,J r 'I nSta -1 sink 2 lartories 1 bath tub, 2 closets has permission to buil r rawer,l water �3.eater, 1 dishtaasher, 1 washing machine,2 base bibes Classification Pesidesstia1 _Zone Owned by Lot 71) Block 1 S/D i House No. 1 fg3 'Lits 71rive According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE ♦___� ► O Building material, rubbish and debriq from this work must not be placed is public space, and must be cleared up and hauled away by either contractor or owner. a:. U/iRC/7; M. DavisI lili 1 Building OfffeiaL FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING r I ELECTRICAL SEWER WATER CITY OF ATLAM C BEACH DATE/ A.PPLICATICIT. FOR PLUMBING PERMIT t� � I .4:�t LT loa-za6! ZL Sa— PLUMBING FIRM MASTER PLUMBER CITY/COUNTY OCCUPATIONAL LICENSE NO' STATE CERTIFICATE NO BUILDER o,R coNrRAcTOR__/e;!-t- 4p, TYPE OF BVILDIENG" =4,q fiflow XAVATORY MTER HEATER, EATH VQRS c _,&VAMSHERS ----URlNAL,'5 --DISPOMLIS 40P C -SET.14-1--,- - & mmrw MCHINE, --YWOR DRAINS OTHM� IN'-8'TALlJ4TlGW OF PtlOMBIAG AWL) F=rVk&, bi0k7e 6L ACWTIMANCE Wilvoil THE, Aoi4lr RECWT ED37TION OF THE S0tMffVRW ",-TANDARD PLsLNBTNG CODR. w� BUILDING PERMIT # 4186 ELECTRIC PERMIT # asst �545- �� PLUMBING PERMIT# ///44�1 INSPhrION RECdltD JOB ADDRESS 1861 SEA OATS DRIVE CONTRACTOR MARCUS PROM CORPORATION OWNER MARCUS PROM CORPORATION TYPE DWI E REM--IM IRT:SPY:L TI OR FOtrNDAT I ON rd S SLAB PLUMBING (R) SEWER TIIAPORARY POLE LINTEL/BEAM COLMIN ELECTRICAL (R) PLUIMBIN4G (F) FRAMING /- 7 ELECTRICAL (F) OTHER FINALv PLANS REVIEW CHECK LIST AddressJ1------- - ------Owner-!JJ --------------- Legal Description Contractor , License Number�QO &?YK License on File ciii5 NO Section 24-101 * Zoning Regulations Zoning District--- - L----- Proposed Use tmja,"� Required L t Siz c� Actual Lot S ��_ :Setbacks k4uired Provi d Section 24-17 rrrrt�^ CORNER LOT INTERIOR LOT rear Flood Zone side-1 �►�� Required Elevation---_i`f side-2 Max. Height Allowed ( r Proposed Height---- Section ei htSection 24-82 * Minimum Lot Coverage Required Heated Area -------- Proposed Area Section 24_161 * Offstreet Parking Number Spaces Required....... Spaces Provided Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities _ Ckt-y- of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plane Reviewed by : ------------------------------Date_-___--__--_-___ Building Permit #---------- ISSUED DENIED e CITY OF ATLANTIC BEACH Building and Zoning APPLICATION FOR POOL PERMIT Job Address /� �� SSGy�� Lot Mock # Subdivision Owner Owner Address_ t � / -ee4 Contractor e 2 fiQ �� ctv�S Address. g9 `j ,— License Number o o ve Valuation $ �/6 g--e-49 Gallons /t5 GOO SITE PLAN front rear Signature Owner Date Signature Contractor Date A�, 4 0-P Address 4, - X� Heated Zquare Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: Tota'l Valuation 1st $ Z.p�� '✓ Remainder Valuation .ddper thousand or portion thereof _ -------------------------------- -----------' Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee Mechanical Fireplaces @ 15.00 $ �- Pluabing BUILDING'PERMIT FEE Electric/New ------------------------------------------------- Electric/Tem BUILDING PERMIT Septic Tank Well WATER METER CHARGE $ &Anraing Pool SEWER ]MPAC.0 FEE $ Sign WATER EAPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES l DEPARTMENT OF BUILDING 4186 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 10/11 19 71, i Valuation 48 P.310-88 Fee $132.00 This permit not valid until above fee has been paid to City Treasurer, and is a-jbject to revocation for violation of applicable provisions of Lw. This is to certify that Marcus Prom Corporation has permission to build -.If Dwelling 13POOCKTO i Classification residential Zone ' Owned by Marcus Prom Corporation Lot 20 Block 1 S/D UnjtA 910/11/7: 1 Ot:L House No. 1861 Sea Oats Drive According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE .4 ► 0 Building material, rubbish and debris ♦--� z from this work must not be placed in { public space, and must be cleared up and hadled away by either contractor or owner. BILL N. DAVIS Building Official. r — f FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER t Date...... ..�-_.......1!�._.0 CITY OF ATLAND Permit *...�/.tE.�....�.. Valuation if.. yam., . :.t �... ..... .. FLORID I 41ST. House *1&Z_ APPLICATION APPLICATION FOR BUI &f &MVC RMH 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. Q 3 / 6 - S Q,Y/Q Date..../o.--y ...................... IP..7 9 Owner....,M A.(1[al...P! ....C_Q(Z!�to.v_.Address-_m)Z�i?....f..IgK-.....4rfl............Telephone Architect............ ..... .•----..............................................-•-•------•-••---.-Addresa..----.....-•-•-•-•-------••----•------.......-•-•-•-•----.Telephone No........_..-............... Contractor Builder-/9MC_M F.....?A10M..___Cc1aQ_-P--------------Addresso2-3 q....O.A&.....�r............Telephone Noc,�3`_�km5y t1.9 Lot No..-42.0......................................Block No.........C-_----•-••-•---.-..Sub Division-S1L l A t 1!A►1 fNl9�_...CkN!.TIU:Zone. . .1E.eQ..__cQ�_f�Ts--------------Street-------�..---•-.----.Side Between...s'T4.2/-.rsA...........---and-...-�9 r S !..........._-....-...I ts. Valuation =... .Yt v 0O-'___.For what purpose will building be used_4�L E_.F ......Type of construction..!!!w00,0 Fa An4� Dimensions of Building_' ....&12................Dimensions of Lot...9?' .A. I00.........................Size of Footings..J...X_ � ...................... Size of Piers------------------------------------Size of Sins......._.....-..................Greatest Sill Span in ft............---............Type Boof.fIAW fAES�{/W"I' How will Building be Heated?1� 1.7_. '1.P------------------------------Will Building be on Solid or Filled Ground?..Ste!:!. ..._.... _._. Size of Ceiling Joists.o` x..LO._:'..t -_Q.Vic.., Distance on Centers-....5?.........................-........ Greatest Spam...Y 1_.__..............._ .. Size of Floor Jois -•.........................••--.....-•--•...... Distance on Centers...:77r==.......................... Greatest Span............................................ w 7-,� -5 / If A/ Size of RafW"!er ---- ---- V-•----•--•-•-----------------------Distance on Centers......d...............-----.......----, Greatest Span... 4!.....[ ......................... w -T R u Ss ,yL.TAAL w/L L At BRat IA/7" 70 This rectangle is to represent the lot. .3t4/L D/N 6- D &R Z pte/o tL To FR/JM/N4 MOS p6G-7-10". Locate the building or buil in the right position. Give distance infeet from all lot-lines and existing buildings. APPROVED REAR POT LINE Two copies of plans and specifications shall CITY OF X Til BEAU 4— t GFFi�£ be submitted with application. Inspections required. 197 1. When steel is in place and ready to pour footing. 8. When steel is in lace and read to M P 7 pour columns and/or 3. When steel L in place and ready to pour beam. 4. When framing b completed. be 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. a 7. Electrical inspection by City of Jacksonville. S. Final inspection. I Note: In case of any rejection,re-inspection MUST be called for atter p corrections are made. ty) In consideration of permit FRONT OF LOT pe given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Signature of Buil der/11@.c.C4�l "'1......- -----— Address....•?A?0....Q.t�!4... .I' ,f�?�,.. �.�J.:.............. Signature of Owner.Q2.&S e.._...../wj7 h's.....PeA..C.y)...t: :2 t�Address.........................._........................•--........---................................. STA Tt C_G 2-rlrl10 C B G of o B6 3 c 1 C cis t � CITY OF ATLANTIC BEACH 716 OCBAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1. Building location: /��/ S��A OATS 2. The attached plan for the above building is approved subject to mmeting the following applicable construction requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and those 5/8" deformed reinforcing rods for two-story buildings_ Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal saWl.es with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil. b. In hollow masonry unit construction, each unit cell shall be reinforced with art least one No. 4 bar at all corners, poured and tamped with concrete; such reinforcing shall be properly tied into the mooting and spandral beam. c. All wood truss rafters (roof construction) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, whiceh are duplicates or intensely similar, shall be avoided. such similarity considers the external configuration and appearance (i.e., roof, outwr wall materials, window size and design, and other like characteristics) of structures. in accord with the foregoing, similar or duplicate homes shall not be constructed Vithin close proximity of each other, and shall be at. least 500 Feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final conneoction between the house pl g drain and the sewer before service connection (at the propertp line) must spected by y covered. — Cg, The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. Cor t.t'rxL`."ko tp or ea120o,211T1v„v Date �i � Y� � /�•f•-,� L.Y .R.: !" !J as�,-., f.G... �„+•'. yew ot � R R Value Needed % Glass Area R Value flocdcd; I Vass t1_. � � f�j, rd• ��n�{�((,.,�_. .�:r:n�.i-. j �,�fji 11 f'va�, goo ID .1 73. 3 5.6 23 X 5.8 !4 8. ' �.. -7-L' T 7/2 � ''':?��.ri:.:..`_�1.�.��_•,�, ......_ ..^.....(,.�.- ..... .,/y...� -. -•--rte-- .._ +��1+i �tt X._� /7 ' �' � L^'�,f Y�� Wr.�_J_r-....n..w�r L�4��i..www.�.+..�..._....._.......e..+.._. _i '__n..w... .. �.4.r.�w• "r.♦ \\ _.r..�.._....a.�..w.rw..r.wwr..._..-....,.w... ..�.........+...w w�w��. �►w•+w C-"fir C,=•�C;-_�f'�- .=�L�J.•�:� .<'.�'��.;�../,',��1_':'!i' �'<'' � �.G:� , i �� :�7�__,Z.fs�4..� .,..L�.!_�.�..11'". .�„r�:........,.. ..__.. ... _ :.::�:�.�uc.�r.:L srrr►3rs�r�..,,.�. .','C�,�:1.�"' '.: .r'��G/ J+>q:�'�'"..:*�,•�L..� �-;;�;'�".��' /-Y .�%.Hc.�✓f C''/�.!C�Li�"�'i'�i10,.J'r 44s 1 C4-.i:?,�"%�"Y� Ti��//r'T T,z,/�" ,•„�,��..��.�.C.�?.�/Sr�.- ,4,.r' /.`f,�' /� '�1�1�i��`� ,�� ' � -Car 7'` •Y X,tr' PITY OF ATLANTIC BEACH WATER CONNECTION CHARGE DD OATS d//• 7,� ��D LOCATION -4,47-:: 0,421 Yg� OWNER llztWl a �iQ� /'-- �' -- PLUMBING FIRM�17 MASTER PLUMBER BUILDER OR CONTRACTOR C BRe�2 TYPE OF BUILDING BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC (2 units) rdATER CLOSET LAVATORY 8 BATHT�yy .o SHOWERS GROUP PER HEAD (3 units) BATHTUB (WITH OR WITHOUT OVER HEAR SHOWER) (2units) SURGEONS @INK (3 units) —._._ BIDET (3 units) FLUSHING RIM SINK (8units) _COMBINATION SINK AND TRAY (3 units) SERVICE SINK TRAP STANK (3 units) COMBINATION SINK AND TRAY W/FOOD DIS. POT, SCALLERV SINK (4 units) (4 units) URINAL, PEDESTAL, SYPHON JET DENTAL UNIT OR CUSPIDOR (1 unit) ---BLOWOUT (8 units) DENTAL LAVATORY (1 unit) _ URINAL, WALL LIP (4 units) _ DRINKING FOUNTAIN (&I unit) jRINAL STALL, WASHOUT (4 units) DISHWASHER (2 units) 0 D s o URINAL TROUGH EACH ?-FT. SECTION -"" 2 units FLOOR DRAINS (1 unit) ------ /MASHING MACHINE RES. (3 units) ,3.0-sem KITCHEN SINK (2 units) - WASH SINK EACH SET OF FAUCET KITCHEN SINK W/FOOD WASTE GRINDER '—` 2 units (3 units) g p• s o _WATER CLOSETS, TANK OP (4 units) LAVATORY (1 unit) WATER CLOSETS, VALVE OP (8 units) LAVATORY, BARBER, BEAUTY PARLOR LAUNDRY TRAY (2 units) �(2 units) LAVATORY, SURGEONDS (2 units) i DEPARTMENT OF BUILDING 5 4 5 7 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 6/14 19 I Valuation$ 3,091.20 Fee$ 24.00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that MARION M. 6061E JR. • 1861 SEA OATS DRIVE, AB 42221A 6/14/ 6 11 has permission to build PORCH 5457 •11170 Classification SINGLE Zone Owned by MARION 11. POGUE, JR. Lot 20 Block 1 S/D SELVA MARINA House No. 1861 SEA OATS DRIVE According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,t AFTER DATE OF ISSUE — P. O Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared Zled away by either con- trac r wner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER EI,F.I;I 1:I CAI.: BUILDING P}:R:•1]'P 1•:UI:}:SHEET SOUARE FOOTAGE: @ $ -_-- Per sq. ft. _ $ --- __ _ $ - --- - GARAGE (PRIVATE/SHED) : --------- --- -- @ $ per sq. ft. ------ --- - ------ @ $ -------- Per sq. ft. _ $— -- ---- PUkCNES: — -- --- @ $ - - — ----- Per sq. ft. _ $_ t✓/�r-20 DECK: '�f— --- @ $ ------ per sq. ft. _ $ -- - -- - PAT 10: --- ------- @ $ - - -- -- --- - — Per sq. ft. _ $ - -- TOTAL VALUATION: $dbq PER';IT FEES --3 �� ---------- -- -- 000 $ I C)TAL VALUATION DATA I s t $ x000 — f,J Od ,� =----; er thousand A? U R \ALUATIOA @ $ _.000 or portion thereof / TOTAL BUILDING PLr.:9IT FEE. . . . . . . . . . . . . . . . . . . . • - • - $__!_6 O c� PLUS i THE BUILDING PERMIT FOR PLAN FILING FEE. . . . . . . . . . . $ TOTAL FEE DUE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - !-,tECFkNICAL PERMIT FEE: $ PLL:'L1'vG PER;•fIT FEE: $_ --- - - -- -- -- - -- ELECTRICAL RESIDENTIAL• $ -- --- ELECTRICAL TE'•,PORA-ti: $-- -----_--------_- EATER 'METER SIZE: _ FEE: $ — SEi•:ER CONNECTION CHARGE: SQUARE FOOTAGE: FEE $ _ EATER CONNECTION CHARGE: FIXTURE UNITS @ $10.00 PER UNIT: ACCOUNT NO. : TOTAL BUILDING/PLAN FILING FEES: $ � APPROVED BY: A.p,p R O V E c — --- CITY OF ATLANTIC BEACH TOTAL WATER __EIER CHARGE: BUILDING OFFICE TOTAL ?TATER CO':':ECTION CY_ARGE: U 1� �83 TOTAL SEVER CO':':FCTION C'-?_3RGE: S- _ GtL4-� Oct GP-'�ND 'TOTAL DUE: $ _ I FOR OFFICE USE ONLY .a. Date-- --------------_---------------19 ...... Permit #........................Fee$........................ CITY OF ATLANTIC BEACH Valuation $. FLORIDAHouse #----------------------------------------------------------- ...................------••----------•-•--------------•----............... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.. !j— ..G�•�✓ -- ------•---------------- 19. ... Owner..M�� `f QL/ ..... � �clrtcT Address-I. .........Telephone No..: «> Architect---------------SR-44.F..-----------------..........................................Address,...........................................................Telephone No............................. ContractorBuilder----------- '[. .. ------------------•------......................Address.----------...--•----•-•....---................---... -----Telephone No............................. Lot No..-------... ,. ----_--------------------Block No-----------/-............. ..--Sub Division...$!FA M /K/92?1!✓....-----....------•.........Zone_...9-------- r� --.SQA...-"_757..... -A -----------._Street-- - -.. ... ...Side Between .... ----------------and.........j c� ..............................sts' Valuation $....GAO.................For what purpose will building be used...L.EISu,t? ............Type of construction..y1!o�P..sf-SC;�EF.(/ Dimensions of Building....I z... ------ z-._ ----.-Dimensions of Lot.__.. ......X-....4.v..................Size of Footings.-.................................... Size of Piers-------Y.X...*.-...---- ------Size of Sills.-.. ..._Greatest Sill Span in ft------11--------..._Type Roof...SC'ef Ji5Eev---------.- How will Building be Heated?_.. ._ f}- ..............Will Building be on Solid or Filled Groundi......� / Size of Ceiling Joists---_-Z-X_#--.-..___---.._..-., Distance on Centers.. _.-_ 2- .........................., Greatest Span---------t?-..-..._.._..._......._..-_-. " i Size of Floor Joists--------:L X.6------------------------- Distance on Centers __. L _ ... ....., Greatest Span........./...Z............................ It Size of Rafters . --N - - . . - , Distance on Centers _ .. . -- --. ------.. Greatest Span-..----------------------------------------- ,p 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. 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. .4 04 4. When framing is completed. �7 s 5. When rough plumbing is completed,and ready to cover up. G7 W 6. When septic tank drain field or sewer is laid but before it is covered. Q A 7. Electrical inspection by City of Jacksor.ville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signatureof Builder........................................................----------•----------- Address.......--•------_------- ...................................................................... Signature of Owner. ......... Address./c � (/..?.......................... 86/ rFA aA 75- pe, 74RAI 71C 1?61932-233 OI'a SEp /2 ' X 3 2 fro 0 P PC CK (�fH�T TiP£�TED� A T axe u.A/n 1-'6✓EL 5"C1p,EFNEP Roof= /a-A/P r/D ES SEG VA M 4e l N.4 T z' ,O M �"pRa�osE� N o 0 o FxIsrflye; Fit'A�►E • Aw�� /NG Nin Ire, 15.2 <.- Z. I 2. I O � M �^ CITY OF ATLANTIC BEACH BUILDING DEPARTMENT i INSPECTION REPORT PERMIT# JOB LOCATION 1861 SEA OATS DRIVE SUBDIVISION 1648 ATLANTIC BEACH, FLORIDA 32233 v� OWNER NAME PHONE SOUTHEASTERN POOL CO (904)744-0748 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE cn CLASS OF WORK ELECTRICAL w L'"� PROPOSED USE ADDITION CONTRACTOR U) H. W. BOWEN ELECTRIC COMPANY SINGLE FAMILY z z LU .wr WORK DESCRIPTION zWIRE FOR SWIMMING POOL INSPECTION REQUIRED INSPECTOR ° � 12 FINAL ELECTRIC AM Q cc DATEINSPECTED-- BY APPROVED REJECTED z COMMENTS 001.848 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATIL'Ifi LOCATION INFORMATIOtf Permit Number : 1648 1 dr esj3 t 1861 SEA OATS DRIVE Perwit Type- ELECTRICAL ATLANTIC BEACH, FLORIDA Lasmo of Work: ADDITION LEGAL DESCRIPTION Constr. Type; ff/A Block: Sect i oil pr,oposea Eire: SINGLE FAMILY Plat Book: Page: ,iellings: 0 Code: 0 tibdivision: ,timated Value: OWNER INFORMATION Tmptov'. Cost - Name: SOUTHEASTERN POOL CO Total Foes$ *20. 00 Address 1861 SEA OATS DRIVE Amount PaI42 $20. 00 ATLANTIC BEACH, FLORIDA r NTR A TUP ,,ill- ICATION FEES 1--H ELE—rRIC COMPANY ERMIT $20. 00 :ITER IMPACT FEE W E R IMPACT FEE METER AVON GAS - H. R. S. *O. Of-, xtADON GAS - 5% $0. 00 WATER TAP $0. 00 EWER TAP $0. 00 iYDRAULTC SHARE $0. 00 S--INSPECT FEE $0 rir 'NGINEER ING $0, ITHER 'Ofl. 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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. ICS' LIEN LAW CAN RESULT IN "FAILURE TO COMPLY WITH THE MECHANIMPROVEMENTS-55 THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: 001.r) 48 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH VER311T 114VsJRtJA1'10N - - - - LUCATIUN INFORHATrOfl Permit Nuwbtet : IE48 ld1861 24EA OATS DRIVE Permit Types ELECTRICAL, ATLANTIC BEACH, FLOR117- Clana of Wor-k: ADDITIOff LEGAL DESCPIPTION Constr. Type: H A t Block; Propowed t)ses SINGLE F4,niL'A Plat Sook i page s 0 Dwellingst 0 Code 1 0 bdivislon: Cat i*a ted Value: *10. 0() - - - ---- - OWNER INFORMATION I I*px 0% . Coat $0. 00 "awes SOUTHEASTERN POOL CO Tutal- *'1 $20. 00 Add.% egg t 1861 SEA OATS DRIVU A ou u jrA 020. 00 ATLANTIC REACH, FLURIOA Phone: (904)744 18 r III nQ PO(1' APPI-TCATION FEES 41 -1 140�HPANY RtIfT $20. TER 1HPAq-,T- FEE *0. wrox --E"Kpvl T, TEE $0-1 ftIR NETER 4 .DON CA 0-H. R. �. *0. 0(, ,DON GAS - 5% $0. 00 .TER TAP $0. 00 WEIR TAP so.,& "YDRAULIC SHARE $0. 00 ,71-1"4-33PECT FEE '00. 00 IGINEERING $0. 0- NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH, FLORIDA A rovod APPLICATION FOR ELECTRICAL PERMIT �J PP by TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING T E WORK O HE AS ATTACHED IN THE AND SPECIFICATIONS,LOFOLLOWING, HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE CODES AND CITY OF WHICH ARE A PART HEREOF, AND—tN"ACCORDANM ITH THE ELECTRICAL REGULATIONS, ATLANTIC BEACH ORDINA -ES y._ X2.000 9 q -V>'- f3e�v�lE� � G7/Z/ L j•(J A G WJE ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATUR NAME �Ou�H� ST t�� ADDRESS: 115&1 SFA 04-T AL RFD BOX BLDG.SIZE BETWEEN: RES. IJP) APT. ( 1 comm. ( 1 PUBLIC l ) INDUS. ( 1 NEW l 1 OLD ( 1 REW. l 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( 1 SO. FT. ,. - FEE SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL CONCEALED OPEN TOTAL RECEPTACLES 0.80 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT -- FLUORESCENT&M.V. FIXED 0-100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS /�L 'L'fLi MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO.-- KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 001594 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION ------- -- Permit Number : 1594 Addressi 1861 SEA OATS DRIVE Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 3223.- Class of Work% ADDITION LEGAL DESCRIPTION Constr. Type: H/A Le-,t - 20 Block; I Section; Proposed Use: POOL/SPA Plat Hook Page: 0 Dwellings: 0 Code-. 0 :. ubdivision ; SELVA MARTHA Estimated Value: $10500. 00 OWNER IMPORMATTON Improv. Coat - 10. 00 Name: MR. BOGUE JR. Total FtBes: $55. 50 Addresst 1861 SEA OATS DRIVE Amount Paidt $55. 50 ATLANTIC BEACH, FLORIDA 3223 D ii I_#-- Paid: 1.0 20"A -, Wi 1Vew-_ - INSTALL PQQ1__ PEE My AIM APPLICATION FEES '_:0UTHIEA11TFRt4 Pf-101-f-73 PERK IT $55. 50 WATER (MPACT FEE, *10. clo SEWEP IMPACT FFE $0. 00 WATER METER 40., 00 RADON GAS-H. R. S. $0. 00 RADON GAS -- 5% $0. 00 WATER TAP $0. 00 SEWER TAP $0. 00 HYDRAULIC SHARE $0. 00 RE-INSPECT FEE $0. 00 ENGINEERING $0. 00 $0. 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: _ CITY OF (11 Office of Building Official REQUEST FOR INSPECTION Date—'l 7 j Permit No. Time � District No. Received LocalitY Job Address _ Owner's Contractor ��Z� l L NameHEATING BUILDING PLASTERING ELECTRICAL PLUMBING Foundation.......❑ Wire..................El Hough Wiring.❑ Rough...............❑ Rough............❑ ❑ Final................. ❑ Final...............❑ Chimney...........❑ Lath..................El Finish Wiring.. ❑ Water Heater.. ❑ Framing............❑ Scratch..............11 Fixtures..........❑ Sewers............... Final................. ❑ Brown...............❑ Motors.............❑ Gas................... ❑ ,<4. Finish................❑ Cesspool ...........❑ Wallboard ........❑ READY FOR INSPECTION Mon. Tues. Wed. Thurs. > Fri. P.M. Inspection Made Inspector B-1.2 # CITY OF �Q/tI�C l�Q�►- ��ia Office-of Building Official REQUEST FOR INSPECTION -W9k Date! �5;�7 _ Permit No. A. Time P.MDistrict No. Receivedd M. Locality Q Job Address • 'p OwnNamer s/ �O� eG9.�ai/- Contractor Z� UlL/9 PLASTERING ELECTRICAL PLUMBING HEATING Foundation.......❑ Wire..................❑ Rough Wiring. ❑ Rough...............❑ Rough............❑ Chimney ❑ Lath..................El Finish Wiring..❑ Final................. ❑ Final............... ........••• ❑ Water Heater.. ❑ Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers............... Final................. El Brown...............❑ Motors............❑ Gas................... ❑ Finish................El Cesspool ...........El wallboard ........❑ READY FOR-INSPECTION 46:M Mon. Tues. ' Thurs. Fri. P.M. p M Inspection Made �� C[ f c Inspector B-1.2 CITY OF 00f4ft64 3 Ods- Rb+ & Office of Building Official REQUEST FOR INSPECTION Date "a ' Permit No. A.M iecceeived_1�'d� RDistrict No. Job Address 'I Locality Owner's Mai l�dl�J I ctor Name Contra �r� BUILDING PLASTERING ELECTRICAL PLUMBING _,,---HEATING Foundation.......❑ Wire..................❑ Rough Wiring.❑ Rmnagff.. -- -'T Rough............❑ Chimney...........❑ Lath..................El Finish Wiring..❑ Final................. ❑ Final...............❑ Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Heater.. ❑ Final................. ❑ Brown...............❑ Motors.............❑ Gas................... ❑ Finish................❑ Cesspool...........❑ Wallboard ........❑ READY FOR INSPECTION A.M Mon. Tues Wed. Thurs. N1 Fri. P.M. Inspection Made IirL==—ek 60•M• Inspector ZVI,1 B-1.2 CITY OF y"aft& frock � .da Office of Building Official /� � 7�EOUEST FOR INSPECTION Date Time Permit No. Received A.M. P M• District No. �� Job Address 1 Owner's /' Locality Name Contractorj_�f1Z BUILDING ' PLASTERING ELECTRICAL PLUMBING Foundation.......fB' Wire....... HEATING Chimne •••"......❑ Rough Wiring ..................El Lath..................❑ Finish Wirin .❑ Rough...............❑ Rough.......... Framin 9--❑ Final................. ❑ Final...............❑ g ••••••••-❑ Scratch..............El Final................. Sewers...............❑ Water Heater.. ❑ Final............. ❑ Brown............... Finish E]❑ Motors............ Gas................... ❑ Wallboard ........❑ Cesspool...........❑ Mon., READY FOR INSPECTION Tues. Wed. Inspection Made Thurs. Fri. P.M. Inspector 8-1.2 CITY OF A*fta &a&. Office Of Building Official Date REQUEST FOR INSPECTION Time Received— A.M. Permit No. District No. ----------- Job Address Owner's Name Locality BUILDING D Foundati PLASTERING CO mor on.......0 Wire..................0 PLUMBING Chimney...........0 Lath Rough Wiring.El Rough........ HEATING Framing............0 Scratch..... ......0 Finish Wiring..0 F- .......0 Rough....... Final................. El Brown..... 0 Fixtures.......... Final............... • 0 Final .....0 own........... 0 tors....... 0 Sewers............... ......0 E] --�je Mewe Water .a. Finish........ '0 G ter..El Wallboard ........E] 4-7 •e Cesspool..............................❑ Mon. )READY FOR INSPECTION Wed. InsPection Made. Thurs. IFri.--p-M. nsPector CITYSOF - A*ftisC 8.,.ls ce of Building Date /� REQOffiUOR g official L�� Time EST F 7 INSPECTION Received P.M Permit No.�3— Owner-s °b Address District No. Name BUILDIN_f_; Locality Foundation- ...❑ PLASTERING r�I� �� Chimney Wire ...❑ CTRIC v...........❑ PLUMBING Framing....... ❑ Lath.. Rough Wirin ❑ g-Q' Final ..... ❑ Scratch..- ❑ Finish Wiring-.[] ❑ HEATING Rough............... ....... ...... Fixture Brown s..i Final.. Rough............❑ ............. Finish... Motor Fin s.......... Sewers...............❑ al....... Gas.. Water Wailb ............... ❑ Heater.. ❑ .Po _.. ........� Cesspool..... n. ...... Tu READY FOR INSPECTION ❑ Inspection Made / _ Wed- Inspector Thurs. - 8 1.2 Fri. A M. Cll-rye OF 4 ; Ice late REQV ST°f eu;id;^s off. FOR �NSPECTjOIV O Jp Permit N Na ner$ Andress °• m District No. UI(OIpG 7� Chundet�p .... Fr ^'ney..........Q� W, STER11yG ContraLOcality ar^in EJECT ctor Fi^al...9.........._.E. Cath...•_ O RI BrratCh.. ...� F n sgh WirigAL PLUM Finish Q Wn Fixtures ng..Q F push....BI NG H .............. 'nal.. •.......Q EAT Wallbo Mptors............Q O ING Mor;_ and ...... 0 SeK'ers.. ROUgh••-... !^ RE Gas..... ...13 Final...... O fiction Made rues. Cessppo�..... •.. ate B-spec ADy W R,NSPECr� ...0 Water I leater,. O � for d. ON rhurs. Fr, P.M. P.M,