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1828 SEa Oats Dr (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Jls�� Application Number . . . . . 05-00031663 Date 11/28/05 Property Address . . . . . . 1828 SEA OATS DR Tenant nbr, name . . . . SIDING & GARAGE DOOR TRIM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 950 Owner Contractor ------------------------ ------------------------ WATKINS, DAN HAMIL CONSTRUCTION 1828 SEA OATS DRIVE 60 ARDELLA DR ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 631-6268 -------- --------------------- ----------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 950 Fee summary Charged Paid Credited Due ------------ ----- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH c�: BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road S. oen- 6" r Atlantic Beach,Florida 32233 J1t)� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # D - - Property Address: Applicant: Project: LIC3 D �7 DL This p mit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. / Reviewed By: L Date: Date Contractor Notified: `r•S�li`r j-��, CITY OF ATLANTIC BEACH SIDING PERMIT APPLICATION t R E C E Date, j/- 7` CITY OF ATL, Please complete(2)/complete set plans with application. i. NOV 18 200 Job Address: c, 0 G.1'r Owner of rt3'�ProP e 0 G v% // Address: Telephone: Legal Description: Block Number: Lot Number:: Zoning District: Siding Contractor: & v" I' l Cu h V rtA G//-o, Contractor's Address: (O fi.,411, Dv-,L-.e- fge c. C & Telephone: Ll 6' -/ dZ C, �— Fax: A(16 -I 9 L 1 Describe proposed use and work to be done: 4 q r IS, c/,, Oyu___. ✓0%C C &'-1 e /a c ear a r Present use of land or building(s): i tal t ✓+ �/ / �/ �' fill *I" -19+ Valuation of proposed construction: 9s 0 '� approval of Homeowner's Association or other private entity required? /V D if yes,please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Provide detailed information of produc being used an(/how it is to be attached,i.e.,fasteners,etc. / (O`✓�� LA Ll,/ 'n G c;l f vc, ,,;e e d �C Yt w /(/G r I✓ 2. Provide completed Owner's uthoI'm i 6rm if applicant is other than property owner. Address and contact information of person to receive all correspondence regarding this application(please print). Name: go r^ Mailing Address: 6 Q ralC c ✓ / e•-� Lt Q Telephone: 63 6.�-6 y Fax: .1`16— C E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 1 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Revised 3/04/04 A` I hereby certify that all information provided with this applicatio s correct. ~ Signature of Owner: ate: a I hereby certify that I have read and examined this application and know the same to be true and correct. All provision ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does n. give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,in governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent u,. above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: / zv� Date: AS TO OWNER: Sworn to and subscribed before me this day of R E Q.M r CITY OF P' ACH State of Florida,County of Duval E l r n j Notary's Signatur 2005 personally known ❑ Produced Identification M=-OWN IfFMO OO�M I Type of Identification Produced Cd�rII11i0Rseft1M"1 AS TO CONTRACTOR: Q � Sworn to and subscribed before me u day of 20 06 State of Florida,County of Duval / pNotary' Signature- ersonally known El Produced Identification g MOrq NMC-Sao d Coes AMM E3beMw h, Type of Identification Produced Cum #fit 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 •http://www.ci.atiantic-beach.fLus Revised 3/04/04 Page 2 H a rd i p l a n k®Lap Siding ®James Hardie , Building Products INSTALLATION INSTRUCTIONS-PRIMEPLUS°SEALER AND PRIMER&COLORPLUS®TECHNOLOGY TREATED PRODUCTS EFFECTIVE DECEMBER 2005 SELECT CEDARMILLO•SMOOTH•COLONIAL SMOOTH®•COLONIAL ROUGHSAWN0-BEADED CEDARMILL© BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY. STORAGE&HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS Covered prior to Installation. 1-Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). Installing siding wet or saturated and others in working area 2.Positionctftgstation inweWerdatedarea g g 2.Use one ofthe fdlowvng methods: may result in shrinkage at butt a.Best: i Score and snap joints.Carry planks On edge. it Shears(Pneumatic or Handheld) -NEVER use a power saw indoors Protect edgesand corners from b.Better: i.Drat reducing circular saw equipped with a NEVER use a circular saw blade that does not carry the Hardblade saw blade trademark Hardibladeo saw blade and HERAvacuun extraction NEVER dry sweep-Use wet suppression or HEPA Vacuum breakage.James Hardie is not c.Good r Dust reducing circular sawwith a Hardiblade saw blade responsible for (only use for low to moderate cutting) damage linponant Note For maximum protection(lowest respirable dust production),James Hardie recommends always using'Best'-level cutting methods where feasible. caused by improper NIOSH-approved respirators can be used in conjunction with above cutting practicesto further reduce dust exposures.Addiuonsi exposure information is available storage and at www.jameshardie.com to help you determine the most appropriate cutting method for you job requirements.H concern still exasls about exposure levels or you handling of the product. do rat complywith the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information smmic� GENERAL REQUIREMENTS: • Hardiplank®lap siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.or directly to minimum 7/16"thick OSB sheathing'.Hardiplank lap siding can also be installed over foam insulation up to 1"thick. Irregularities in framing,sheathing,and/or foam insulation can mirror through the finished application • A Weather-resistive barrier is required in accordance with local building code requirements. The weather resistive barrier must be appropriately installed with penetration and junction flashings in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration. • Install James Hardie®products with a minimum 6"clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6"is required(fig.3). • Maintain a minimum 2"clearance between James Hardie products and roofs,decks, Double Wall Single Wall paths,steps and driveways(figs.4&5). Figure 1 Construction Construction • Maintain a 1/4"clearance between James Hardie products and hor¢ontal flashing(fig.6). weather-resistive barrier • Install kickout flashingat roof-wall unctions.(fig7. Ensure utters have end caps and do not let-in bracing 1 ) g p plywood« 24'o.c.max. terminate against siding and trim. OSB sheathing • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. • Do not install James Hardie products,such that they may remain in contact with standing water. INSTALLATION: Figure 2 JOINT TREATMENT-OPTION 2 Install a 11/4*starter strip to ensure a (Not applicable to ColorPlus®Finish) Consistent plank angle(Figure 1). stud 1'from JOINT TREATMENT-OPTION 1 weather resistive plank top stud 1'from barner weather-resistive plank top bamer bBIRCH 318'from joint flashing^ plank edge O 318'from plank edge install planks in moderate contact I o aro o weather-resistive 0 o barrier o "oo °° 0 0 o fastener leave appropriate gap between ° o ° planks,then caulk— ° 1 1/4'starter strip Install factory finished edges together at butt joints. For other jointing options,refer to local building code or NER 405. 'If only nailed to sheathing,plank can be a maximum 9-114'wide and must face nailed at 12'o.c-with 0 091' leave appropriate gap between shank x 0.221 HD x 1.5'long corrosion resistant nails. planks and trim,then caulk— **As required by local building code —Apply caulk in accordance with caulk manufacturers written application instructions. WARNING:AVOID BREATHING SILICA DUST James Harcleeproducts contain respirable crystalline silica,which is known to the State of Califomia to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources.Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a Hartiblade®saw blade and dust-reducing circular saw attached to a HEPA vacuum,(3)warn others in the immediate area.(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jarrieshardie.com or by calling 1-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. JH91513SL-P114 09/05 CLEARANCES Maintain a minimum 2" At the juncture of the roof and vertical Maintain a 1/4"clearance Install siding and trim products in clearance between surfaces,flashing and counterflashing between the bottom of compliance with local building code James Hardie®products shall be provided per the roofing James Hardie®products requirements for clearance between the and decks,paths,steps manufacturer's Instructions. and horizontal flashing. bottom edge of the siding and the adjacent and driveways. Provide a 2"clearance between the Do not caulk gap. finished fade. roofing and g Figure 4 Figure 5 Figure 6 weather-resishve stud Figure 3 g the bottom �2'min. barrier edge Of the s iding ot 114•gap I min. siding and k wncrete trim.fo n,bon Ihing ove hang flashing HardiplankE starter stnp min lap siding with plank } Figure 7 KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof,one of the most critical Pi flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step S / flashing. Where the roof terminates,install a kickout to deflect water away from the siding ` 1 (figure 7). SeB-adhering eaves membrane It is best to install a full rubberized asphalt flashing on the wall before the subfascia and trim � n°ng boards are nailed in place,and then come back to install the kickout. " i DnP edge " Figure 7,Kickout Flashing To prevent water from dumping behind the siding and the end of the roof evap intersection,bend a small"kickout"from metal flashing to divert water running down the roof away from the siding. FASTENER REQUIREMENTS** FACE NAILING BLIND NAILING** Corrosion Resistant Nails(galvanized or stainless steel) Corrosion Resistant Nails(galvanized or stainless steel) •6d(0.113"shank x 0.267"HD x 2"long) •Siding nail(0.089"shank x 0.221"HD x 1-1/4"long) •Siding nail(0.089"shank x 0.221"HD x 2"long) • 11ga.roofing nail(0.121"shank x 0.371"HD x 1-1/4"long) • Siding nail(0.091"shank x 0.221"HD x 1-1/2"long)* Corrosion Resistant Screws Corrosion Resistant Screws • Ribbed Wafer-head or equivalent(No.8-18 x 9.323" •Ribbed Wafer-head or equivalent(No.8-18 x 0.323"HD x HD x 15/8'long)Screws must penetrate 1/4"or 3 1-5/8"long)Screws must penetrate 1/4"or 3 threads into threads into metal framing. metal framing. Corrosion Resistant Fasteners Corrosion Resistant Fasteners •ET&F Panelfast-(0.100"shank x 0.313"HD x 1-1/2"long) • ET&F pin(0.100"shank x 0.25"HD x 1-1/2"long 24"— stud O.0 max. Figure 8 Figure 9 24" 1 1/4"min. stud �— O.C.max. overlap weather-resistive barrier o I Minimum overlap I o blind nail _ – – for Both Face 3l4'-1" i – and Blind Nailing o –I face nail 0 min.1 1/4" weather-resistive overlap weather-resistive barrier -- 1 1/4"min. barrier overlap Laminate sheet to be removed immediately after installation of each course. T The illustration(figure 7)and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information, call(800)375-5981 or visit www.ilconline.com. When face nailing to OSB,planks must be no greater than 9 1/4'wide and fasteners must be 12'o.c,or less. Also see General Fastening Requirements. JH91513SL-P2/4 09/05 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant,galvanized,or stainless steel. • Consult applicable code compliance report for correct fasteners type and Electro-galvanized are acceptable but may exhibit premature corrosion. placement to achieve specified design wind loads and shear values. James Hardie recommends the use of quality,hot-dipped galvanized • NOTE:Published shear values and wind loads may not be applicable to all nails. James Hardie is not responsible for the corrosion resistance of areas where Local Building Codes have specific jurisdiction.Consult James fasteners. Stainless steel fasteners are recommended when installing Hardie Technical Services if you are unsure of applicable compliance James Hardie®products near the ocean,large bodies documentation. of water,or in very humid climates. • Drive fasteners perpendicular to siding and framing_ • Fastener heads should fit snug against siding(no air space).(Fig.A) PNEUMATIC FASTENING • Do not over-drive nail heads or drive nails at an angle. James Hardie products can be hand nailed or fastened with a pneumatic • If nail is countersunk,caulk nail hole and add a nail.(Fig.B) tool.Pneumatic fastening is highly recommended. Set air pressure so • Under driven nails should be hit flush to the plank with a hammer. that the fastener is driven snug with the surface of the siding.A Flush • Do not use aluminum fasteners,staples,or clipped head nails. mount attachment on the pneumatic tool is recommended. This will Snug Flush help control the depth the nail is driven.If setting the nail depth proves Countersunk, difficult,choose a setting that under drives the nail. Drive under driven ® ® Caulk& nails snug with a smooth faced hammer. add nail do not under DO NOT figure A figure B drive nails STAPLE CUT EDGE TREATMENT CAULKING PAINTING Caulk,paint or prime all field cut For best results use a latex sealant that complies James Hardie products must be painted.* edges. with either ASTM C834 or ASTM C920(Grade NS, 100%acrylic topcoats are recommended. Class 25).Caulking must be applied in accordance Do not paint when wet.For application rates refer with the caulking manufacturer's written instructions. to paint manufacturers specifications Baric-rolling is recommended if the siding is sprayed. *within 180 days for primed product and 90 days for unprimed COLORPLUS'�' TECHNOLOGY CAULKING, TOUCH-UP& LAMINATE • Touch up nicks,Scrapes and nail heads using the ColorPlusP technology touch up pen.Touch-up paint should be used sparingly. If large areas require touch-up,replace the damaged area with new Hardiplank"lap siding with ColorPlus technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus dealer. • Treat all other non-factory cut edges using the ColorPlus technology edge coaters,available from your ColorPlusT'product dealer. COVERAGE CHART/ESTIMATING GUIDE Number of 12'planks,does not include waste COVERAGEAREA HARDIPLANK®SIDING WIDTH LESS _ OPENINGS So 51/4 61/4 71/4 71/2 8 81/4 91/4 91/2 12 (1 SQ=100 sglt.) (exposure) 4 5 6 61/4 6 314 7 8 81/4 103/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 21 525 420 350 336 311 300 263 263 195 22 550 440 367 352 326 314 275 275 205 23 575 460 383 368 341 329 288 288 214 24 600 480 400 384 356 343 300 300 223 25 625 500 417 400 370 357 313 313 233 26 650 520 433 416 385 371 325 325 242 27 675 540 450 432 400 386 338 338 251 28 700 560 467 448 415 400 350 350 260 29 725 580 483 464 430 414 363 363 270 30 750 600 500 480 444 429 375 375 279 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION. In accordance with ICC-ES Legacy Report NER405,Hardiplank lap siding is recognized as a suitable alternate to that specified in the BOCA National Building Code/1999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 International One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two- Fam#y Dwelings.Hardiplank lap siding is also recognized for application in the tolowing City of Los Angeles Research Report No 24862,State of Florida listing FLN889,Dade County,Florida NOA No.02-0729.02, US Dept.of HUD Matenals Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M,and California DSA PA-019 These documents should also be consulted for additional information concerning the suitability of this product for specttic applications. JH91513SL-P3/4 09/05 ©2005 James Hardie International Finance B.V.All rights reserved. TM,SM,and®denote trademarks or registered trademarks of Additional Installation Information, 1011OBuilding James Hardie James Hardie Internatronal Finance B.V.�is a registered trademark Warranties,and Warnings are available atof James Hardie Internabonal Finance B V www.jameshardie.com Products JH91513SL-P414 005 LV- �� y CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029823 Date 3/11/05 Property Address . . . . . . 1828 SEA OATS DR Tenant nbr, name . . . . . REPL (7) WINDOWS, (2) SGD Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6699 Owner Contractor - ------ ------------------ ------- ---------------- WATKINS, DAN AMERICAN WINDOW PRODUCTS 1828 SEA OATS DRIVE 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------- ------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 6699 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Doc # 2005070083, OR BK 12323 Page 1677, 1 of 1 Filed & Recorded 03/02/2005 at 01 :28 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. State of Florida County of QLUj0j The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal descriptionof roperty (Include Street Address,if available) NIS S 5 20 O - -2s- 2 E 5eI✓0- MOA'r7a Lot 15r bik, -Z. 01K IbV, $ General description of Impr ve ients Owner > Address 28 2 • 2 Owner's Interest in site of the Improvement Fee Simple Title holder(if other than owner) Name Aj%18wc.N WIMMON �O Address_ PRODUCTS,INC. Contractor 2633 POWERS AVE. Address JACKSONVILLE,IrL 3220, Surety Address Amount of bond $ Any person making a loan f the construction of the improvements; / Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713. 3(1)(a)7, Florida Statutes. Name Address In addition to himself, owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes. Expiration date of Notice of Commencement(the expiration date is one (1) year from the date of recording unless a different d to is specified) Signature of Owner Printed Name of Owner i Notary Rubber Stamp Seal 1 I have relied upon the following identification of the Affiant i Sworn to and subs ed before thi I of/ 20 Xot •ig azure Printed N ��ar ass BETTY FELDER F MY CDMMISSIDN M DD 239510 _ * EXPIRES.December 7,2007 • - ` �l�rfOf F�CFo' Bolded Th BuGQ?t f1v iry$!N:P.S . CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT nHins:�) Ss� 800 Seminole Road Atlantic Beach,Florida 32233 r�J?tl�f (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # oS — ?F?�3Z3 Property Address: ( EmE3 Applicant: 1: tIul I ��.1. La )( i\.)TDO Lx)S Project: P�L l 1 �l �17e(�JS ( z) L� This permit application has been: 19 Approved E] Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: •-- RECEIVED CIBON8ZNCH UIILGOIG CITY OF ATLANTIC BEACH 'WIND(M, "MITS, GARAGE DOORS,HURRICANE SHUTTERS f Date: f� p BY: I —�—� Job Address: U p�O Owner: �• ���s Address: !9;?g 56A Phone: - D S9��pp Legal Description: Block Number: 2 Lot Number: 57 Zoning /D�isstttri,ct: r� X-v7-�• Contractor: State License Number: 06C125V 2,0/ 7 Address: PRODUCTS INC. Phone: 7, L�2`t"7 2633 POWERS AVE. �3J_ $8X4 City ..C�S9}�i-VII�I_,13FL�22D�_State: Zip: Fax:_ Describe proposed use and work to be done: Present use of land or building(s): 31 Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Required Building Data: 2 V Mean Roof Height �_(ft) Building Width 3 ___(ft) Building Length (J (ft) Roof Slope S Z 12--- Window Height '"! C (ft) Window Width 48 (ft) Window Elevation from Grade 5 (ft) Measurement from corner of building to window 7 (ft) Number of windows being installed 7 Mean Roof Height I � � 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.cLatiantic-beach.fLus Page 1 Revised 1/27/03 Vroecdure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load (psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this appli tion is correct. Signature of Owner: // " Date: L- IF �i I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correel and that the plans and supporting data have been or shall be provided as required. Signature of Contractor. Date: G Address and contact information of person to receive all correspondence regarding this application(please print). Name: / Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: � Sworn to and subscribed before me this Zj day of � ,2005' State of Florida, County of Duval � ' ��—✓ Notary's Signature: Personally known 'o "11"c BETTY FELDER ❑ Produced identification MY COMMISSION#DD 239510 Type of identification produ Q EXPIRESOerember 7,2007 TFOF F� AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20-45 State of Florida,County of Duval Notary's Signature: . [� Personally known ❑ Produced identification Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 Fax: (904)247-5845 WRY IP .ci_Rf1I[Rd&9b*ach.fl.us Page 2 * * MY COMMISSION#DD 239510 Revised 1/27/03 EXPIRES:Onember 7,2007 ��rFOF FIe\3' Bonded,,hra audaet Notary$mus 17 .l� �.1 x V CA o x 3 G X � D � w CIT OF ATLANT C EACH # BUILDING & 7_OG a MAR 0 3 2005 .3Y• 44, . �- .i� ccA S2 n� �R .• n pp 0 < 1 y � p T w � • e NATIONAL CERTIFIED TESTING LABORATORIES J,VCJ/I&i e 1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE (407)240-1356• FAX (407) 240-8882 4rc"linc.com MU1031146 "LAN STRUCTURAL T REPORT COTE C KEEP THIS PLAN ON SOB Report No: NCTL-210-2883-3 MAY Test Date: 11127102 Report Date: 12131102 Building&Zo ng inspecuun Oiv•1 Expiration Date: 11127106 Client: Bell-View, Inc. P.O. Box #208 mine Fv- r Signature Wrightsville, GA 31096 L'rense Test Specimen: Bell-View Incorporated Series "Blue Chip" Type XOX Horizontal Sliding Aluminum Prime Window (HS-C30 110x62)(HS C-45 110x62 with sill riser). Test Method: ANSI/AAMA/NWWDA 101/I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a type XOX horizontal sliding aluminum prime window measuring 110"wide by 62"high overall. Both interior actiue sash measured 28 1/2"wide by 60" high. The fixed lite was glazed to the frame members providing a viewing area of 50-3/4"wide by 58"high. Frame and sash members were not thermally broken. One (1) metal cam-type sweep lock was located at 8-1/2"from each end of the interior active meeting stiles. The cam-type sweep lock keepers were extruded onto the fixed meeting stiles at lock positions. A metal roller/plastic housing was located at each and of both sash bottom rails. The frame was of double screw coped corner construction using(#8 x 3/4") PPH screws. The active sash were of double screw coped corner construction using (#8 x 3/4") PPH screws. The fixed meeting stiles were fastened to the head and sill at 28-112"from each jamb with two (2) (#8 x 3/4") PPH screws. Glazing: The active sash panels and fixed lite were interior glazed using 0.500"thick insulated annealed glass with a silicone back-bedding and a roll formed aluminum glazing bead. The insulated glass consisted of two (2) lites of 0.125"thick annealed glass separated by a swiggle trip spacer system providing a 0.250"airspace. Weatherseals: One (1) strip of bulb ui,nyl weatherstrip (0.350"high) was located at each jamb. Two (2) strips of center fin polypile weatherstrip (0.250"high) was located at the top and bottom rails of both active sash. One (1) strip of center fin vinyl weatherstrip (0.170"high) was located at each fixed meeting stile. PROFESSIONALS IN THE SCIENCE OF TESTING Bell View, Inc. -2- NCTL-210-2883-3 Weeps: One (1) weep hole measuring 1-112"x 5/32"was located at 5"from each end of the screen retainer sill track. One (1) weep hole measuring '/,"x 5/32"was located at 6-112"from each end of the screen retainer sill track. One (1) weep hole measuring 1"x 5/32"and employing aplastic weep cover was located at each end of the sill face. Interior & Exterior Surface Finish: Mill finish aluminum. Sealant: The jamb/sill corners were sealed with a silicone sealant. Screen:An insect screen measuring 28"wide by 58-112"high was of mitiered type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a solid vinyl spline, two (2)pull tabs and two (2)jamb retainer springs. GATEWAY PERFORMANCE TEST RESULTS NOTE: The following gateway performance and optional water resistance test results were obtained from NCTL report number 210-2883-2, test date 11127102. Par. No. Title of Test & Method Measured Allowed 2.2.2.5.1 Operating Force Right Active Panel Open 20 lbf 25 lbf Close 18 lbf 25 lbf Left Active Panel Open 19 lbf 25 lbf Close 20 lbf 25 lbf 2.2.2.5.2 Deglazing -ASTM E987 Right Active Panel Top Rail (50 lbf) 4.0 % (0.020") <100% Bottom Rail (50 lbf) 3.6 % (0.018") <100% Left Hand Stile (70 lbf) 5.6 % (0.028") <100% Right Hand Stile (70 lbf) 5.0 % (0.025') <100% Left Active Panel Top Rail (50 lbf) 4.4 % (0.022') <100% Bottom Rail (50 lbf) 5.0 % (0.025') <100% Left Hand Stile (70 lbf) 5.8 % (0.029") <100% Right Hand Stile (70 lbf) 6.0 % (0.030') <100% 2.1.2 Air Infiltration - ASTM E283 1.57 psf(25 mph) 0.06 cfm/ftZ 0.3 cfm/ftz 2.1.3 Water Resistance - ASTM E547 5.0 gph/ft2 WTP= 4.5 psf No Leakage No Leakage Bell View, Inc. -3- NCTL-210-2883-3 GATEWAY PERFORMANCE TEST RESULTS (Cont.) Par. No. Title of Test & Method Measured Allowed 2.1.4.2 ** Uniform Load Structural -ASTM E330 Permanent Set 45.0 psf Exterior 0.02" 0.237" 45.0 psf Interior 0.03" 0.237' 2.1.8 Forced Entry Resistance -ASTMF588 Level 10 Meets As Stated (See Appendix A for test results) OPTIONAL PERFORMANCE NOTE., The following optional uniform load structural test results were obtained from the specimen as described in this report. Par. No. Title of Test & Method Measured Allowed 4.3 * Water Resistance -ASTM E547 5.0gph/ftz WTP= 7.5 psf No Leakage No Leakage NOTE: Unit was tested with a 2.250"sill height to achieve WTP= 7.5 psf 4.4.4.2 ** Uniform Load Structural - ASTM E330 Permanent Set 67.5 psf Exterior 0.04" 0.237' 67.5 psf Interior 0.05" 0.237' * Tested with and without screen ** No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 11127102 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSIIAAMAI NWWDA 101/LS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the HS-C30 110x62 (HS - C45 110x62 with sill riser) product designation. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program ualidator. NATIONAL CERTIFIED TNG LABORATO IES 114 DANIEL CO NYERS� ` Laboratory Manager 3 Bell View, Inc. -4- NCTL-210-2883-3 NOTE: The following forced entry test results were obtained from NCTL report number 210- 2883-2, test date 11127102. APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Para,-raph No. Loads Duration Measured Allowed 9.4 - Disassembly No Entry No Entry 10.1-Loch Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test Al L1=150 lbf 1 Minute No Entry No Entry 10.2.1,2-Test A2 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior 10.2.1.3-Test A3 L1=150 lbf I Minute No Entry No Entry L2= 75 lbf exterior 10.2.1.4-Test A4 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior 10.2.1.5-Test A5 L1= 150 lbf 1 Minute No Entry No Entry L2= 75 lbf exterior 10.2.1.7-Test A7 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior L3= 25 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.1 Fixed Lite 5 Minutes No Entry No Entry Lock Manipulation 13 3 O . O O c O _+ O QN Tc�j � :3 (DD N � y M S U I LDIy`N/pLa P;LN/}M 3 q}Nt' V; t COMPLIL"a1V Cls T KEEL' THIS P1.0 ON JUB : N � - m MAY 13 2003 M Jax., FL. Building& oning Inst I. �, Ljiv \ — � � Examiner ignature bceiise p 3 M o D � OZ 0 M C T I m M N a � 1 M Z G7 CA O ------ w ° wN 08/13/2003 20:59 4788642492 BELL-VIEW,INC PAGE 04 Sep 25 O1 c1 :3ep NRMI [3041256-5111 p12 NOTICE OF PRODUCT CERTIFICATION CER171FICATION NO: Nt004782 DATE; 09/13101 CERITFICATION PROGRAM Aluminum _ COMPANY; Belt-View CODE: B-153-1 The"I lotice of Product CerviHcaticn"is valid only when Administrator's Seal is applied to the upper loft Mend pomp[ of this form and a Owitication label is applied,to the product. This certification sea tro x ents product omfornity to the applicable specification and that all cer0eation ixitcria has been satisfiec. The product described below is approved for listing in the react publisbod issue of the Din=oty of Certified Products. Please review,and advise NRMI in unediately if data,u Chown,requires convcti ms. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Bell-View, lnc. Series "Blue dip" P.O. Box #208 Aluminum.Prime Fixed ?wture Window Wrig'7t3villc,GA 31096 O/IG/0.185"JL STP PSF Frame: W-60" Sash: W-5 8" Int-67.5 H-:.'8" Ext-67.5 SPECIFICATION PRODUCT RA TING AAMA/NWWDA 101/I,S,2-97 HC-45 Product Tested By, National Certified Testing Laboratories Report No; NCTL-2I0-2659-1(Structural) Expirstion Date. April 5. ZOOS i Adtnini:;trator's Signature: ' NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. P.O.Box 366 Berkeley Springs, WV 25411 TEL: (304)258-5100 FAX; (304)258-5111 08/13/2003 20:58 4788642492 BELL—VIEW,INC PAGE ial NATIONAL CERTIFIED TESTING LABORATORIES 747 1464 GEMINI BOULEVARD•ORLANDO, FLO1I0A 32837 PHONE (407)240-1356•FAX (407)240 6882 STRUCTURAL PERFORXINCE TEST,REPOT'T Report ,Vo: NCTL-210-2659-1 Test Date: 0.313010i' Report ,late: 04/0510i' Client: Bell View F.0. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Inc.S "Blue Chip"Fixed Picture Window. Test,Method: AANIAINWW,DA 101II.S. 2-97, "Voluntary Specifications for Aluminum, Vinyl(PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a fin-mounted aluminum fixed prime w%ndow measuring 72" wide by 7-9-high overall. The fixed lite was glazed to the frame members, providing a viewin;y area o[68" wide by 68"high. The frurne and vent were of butt-type cornet'construction. Glazing: '17te lite was interior glazed using an extruded aluminum snap-in glazing bead. The overall glass thickness was 0.185"clear annealed glass. Weeps: N/A Interior& Exterior Surface Finish: White painted aluminum. Sealant: 1 VIA TEST RESULTS Par. No. Title Of Test Aleasured .allowed 2.1.2 Air Infiltration - ASTM E283 6.24 psf < 0.01 cfm/ft' 0.30 cfm/fv 2.1.3 Water Resistance - ASTNI E547 5.0 gph/ft2 WTP=8.25 psf No Leakage No Leakage J/ PROFESSIONALS IN THE SCIENCE OF TESTING I 08/13/2003 20:59 4788642492 BELL-VIEW,INC PAGE 32 Bell View, ,'nc NCT;. 210-2659-1 2.1.4.2 Uniform Load Structural -ASTM E330 60.0 psf Exterior 0.010" 0..288" 60.0 psf Interior 0.050" 0.288" OPTIONAL P RFORM4NCE 4.3 Water Resistance -ASTM E547 5.0 gph/ft' WTP= 12.0 psf No Leakage No Leakage 4.4.2 Uniform Load Structural - ASTIR!E330 67.5psf Exterior 0..081" 0,288" 67.5 psf Interior 0..060" 0.288" TEST COMPLETED 03130/01 This test sp,,cimen meets (or exceeds) the performance levels specified in grAAMA/ NWWDA 1011I.S. 2-37. The listed results were secured by using the designated test methods and indicate con ipliance with the performance requirements of the referenced specification paragraphs for the HC-45 72 x 72 product designation. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sect ions of the test specimen well be retained b NCTL for period o our 4 ears. The reSUlts obtained apply P y f P of � ).Y only to the specimen tested. No conclusions of any kind regarding the ade7uacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TES T1 VG LABORATORIES DAN CONYERS Technician U� 08/13/2003 20:59 4788642492 BELL-VIEW,INC PAGE 133 rLNp<TENER L0f.L 10NS • '.PEST BUi i N 72 --� The test specimen was mounted to t1e test buck using5I,c 4,nP-n 0(1 ) 4'( 10' C screws located at l.oc.atfon shown METRO•DADE COUNTY REQUIRED 1ATI0NAX, CERTI_FI H TE 'TING _LABORA RITES JOB N'3. t 'ZDd-2,(.59-1 d� COMPANY: l V IeW TEST DATE: , 3OLo I 06/30/2004 11:14 4788642492 BELL-VIEW, INC :AGE l3 ERTIFIED ESTING ABORATORIES --T ��. Architectural Division • 7252 Narcoossee Rd. • Orlando,FY 32822 (407)384-7744 • Fax(407)384-7751 Web Site: -,vww.ctlarch,com == E-mail: ctlarch.com Report Number. C't'LA-479W-1. °y•• Report Date: February 4,2000 STRUCTURAL PERFORMANCE TEST REp ORrr Client: Bell-,"View, Inc. P.O. Box 208 W rigbttsville, GA 31096 Product 'Type and Series. Series PA 9 Aluminum Sliding Glass Door S DG-C60 ( 19:?"x 96") Test Specifications: AAMA/NWWDA 101/I.S. 2-97"Voluntary Specificationc� for Mumitlum, 'piny., (P`�C and Wood Windows and Glass Doors" Frame: Th-,extruded aluminum main frame measured 192" x 96" overall .Coped and batted c)rner cons ru,=4 secured with two(2) # 8 x 1" P_P., S.M.S fasteners - Configuration: As viewed from exterior left to right OXXO . Panels: Bc th fixed panels measured 48.5"x 95" overall. The astragal panel nmeasr ired 48,75" :t 95" over,ll, aric the active panel measured 48.5" x 95" overall .All panels were coped and butted corner con itruc iot secured with one(1) # 8 x .875" roberts head S.M.S fastener in each corner. Weather Stripping: SILL: None Head: None Fnune Jambs: Four(4) strips of vinyl flap seal .395"long in each jamb . Aszagal stile: One(1)strip of vinyl Sap seal .395" long and one (1)str,p of bulb vu tyl ,2 i 0" d a Interlock stiles: One(1) strip of vinyl flap seal .395" long . To') rails: Two(2) strips of wooipile .220" high in each nail . Bodoni rails: Two (2)strips of vinyl flap seal .750" long in each rail Four(4)aluminum with vinyl .675"long sweeps at the br ttom of earl s i0W1 ock itt e, secured with assembly fasteners with four(4) closed cell loon sweep}rads. Four (4) 1,25"x 1,25"x 1,5"open cell foam pacts locate,i at the top (if eac: intc ricck: stile. Two (2) 1" Y. 1,5"x 500" open cell foam pads located tor) and botton of a:Iragf l silo . Hardware& Locayon: One(1) flush metallic lock located 41.5" up from sill on .etive panel f ockst;e,hooking into keeper in astragal stile, One(1)metallic single roller iaousitg loco ted a east or d o f both"X "panel bottom raids. 06/30/2004 11:14 4788642492 BELL-VIEW,INC AGE 34 Page 2 of 4 Belt-View,Inc. - Re # CT),A-479W-1 Glazing: .1875"Temnn pered glass, arme/glazed with vinyl wrap around glazing gasket. Sealant: Adiiesive caulk was used on the main frame interior and exterior. Narrow joint .` t was isutsic e ed )n s 11 n frame corners. Silicone type adhesive was used to secure the aluminum si:.l adala to water dam leg. Weep System•• The sill had three (3)notches in each end measuring 2"long. Ten �10)veep nc tches'mea ur ; 1.25" x .312-5" in all three (3)legs of sill. Reinforcement: (),Be(1) piece of 1.5"x 1.5" x .125" steel tube located in astragal stile ineasuring ft 11 ler 0. of astragal_ one(I)piece of stcel bar stock .375" x 1.5" located in irnterlo�k stile s me;ciurir g fuel length of interlock- One(1) piece of alunninum"U"channel l" x .906" x .90f"x 1 15" 1�Hca tell in operable panel bottom rails .Four(4)aluminum angle brackets 2" x I" x .1875" x 5" I)cated at top and bottom of interlock stiles exterior, anchored to the head and sin:with two(%'i # 1)x 2" phillips flat head S.M.S fasteners,and attached to panel with ass,=bly screw One (1)a trap angle clip .750" x 2" x 2.5" x .188" located at the bottom of astragal stile, ani:hore<i to s 11',V�I three(3)# 10 x 2" phillips flat head S_M.S fasteners. The fixed F,anels were r nchu rd tc th.s rni frame with three(3) aluminum fixed panel retainer anchor and at'sachecl to pa rel w th twv(Z) b x .375"Tex screws in each clip. Additional Descril)tion: Unit tested with aluminum sill adapter 2.875" high adher rd to outsick.Of si wager dam► leg, making water dam leg interior 2.580" high. Screen: Two(2)extruded aluminum screens measuring 48" x 94.875"overall .Cc ped and but.ed cc finer construction secured with two (2) # 10 x 1.250" P.H.P.H. S.M.S fasteners in Bich co ner. `, ber,;la4;s ntc h with vinyl spline, two (2) spring roller assemblies located 6" from each a.d of top anc bottc in rails. Ore (1)interior and one (1) exterior handle. Installation: SLcty(60)fastenM were used to secure the specimen to the wooden test f uck. L'ightet n(18 i# V)x 1.5"phillips flat head S.AS fasteners in the head in rune(9) parallel row.; of two (2)1NAW i 6".29",51",74",92",116",139"162"and 184" measuring from left jamb to -ight 1 amb. I:ighte:n(13)= 12�. 2"phillips flat head S.M.S fasteners in the sill in nine (9) parallel rows of two('I_) located 6",29",51",74",92",116",139",162"and 184" measurig from left jamb to right jamb. 1"wen.:v fot 1(24)# 10 x 1.5"phillips flat head S.IVI.S fasteners, twelve(12) in each jamb in Fix (6) parall;l rov.i of +a(Z) located 6",22",44",54",67", and 90" measuring frons head to sill_ Surface Finish: White Comment: Nominal 2 mil polyethylene film was used to seal against air leakage duri ig stnictural load; TI-.-flan was used in a manner that did not influence the test results. 06/30/2004 11:14 4788642492 BELL-VIEW,INC -DAGf: 05 Page 3 of 4 13e11-Vices, Inc. Report No CTLA479W-1 performance Test Results Paragraph No Title of Test Method Measured Al�.owe+ *2.1,2 Air infiltration ASTM E283-91 .26 cfm/ft2 .3 @ ;:.57 psf The tested specimen Tneets the performance levels specified in A 101/1.5.2-9;. Measured air recorded in two (2)decimals at clients request. *2.1.3/4,3 Water Resistance ,ASTM E547-93 No Entry Nc Entr @ 5.0 gph/ft' Four(4)five(5)minute cycles Nc Enu WTP= 9 psf ASTM E331,-93 Na Entry Fifteen(15)minute duration Tw-cd with and without insect screen 2.1.4.2/4.4,2 Uniform.Load Structural ASTM E330-97 Permanent Deformation Ten(10) second duration Measurement taken at mid span of panel interlock stile 31'0" @ 90 psf Positive .156" �0 psf N 148" .310" @ - �ve ,Also held for Thirty(30)second duration @ 90 psf Positive .178" 38-0" @ 90 psf Negative 245" 310" Force Entry Resistance HAMA 1303.5-76 0" Test A Test>3 0" Test C Test D E and F ' 0" 1 r•" Test G 2.2.19.5.1 Operating Force AAMA/NWWDA 101/ I.S.2-97. To Opm Active pancl 25 lbs 30 lbs To :keep in,motion 15 lbs 20 lbs To Open Astragal panel 14 lbs 30 lbs To keep in motion 10 lbs 20 lbs *2.2.19.5.2 Deglazing ASTM E987-88 Tol� Rail 50 lbs .018 = 3.6 % <100 Bottom Rail 50 lbs .013 — 2.6 °% <130 OK Left Stile 70 lbs .054 — 10,8 % <100 °/U Rigat Stile 70 lbs 031 — 6,2 `/o <130 % * Reference CTLA 479W 06/30/2004 11:14 4788642492 BELL-VIEW,INC :AGE �36 Page 4 of 4 Bell-View,Inc. Report No MA.479W-1 Testing conducted al American Test Labs, 6795 NW 171h Ave,Ft. Lauderdale, Florida:,3309 Test Date: November 9, 1999 Test Completion Date: November 9, 1999 Remarks: Detailed drawings were available for laboratory records and comparison to the ttst spe cizmr at tl'e tme o this report. A copy of this report along with representative sections of the test specim+e o will oe n twined by CTL for a period of four(4)years. The results obtained apply only to the specimen tested. 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 thf:per:fo mim:e requirements (paragraphs as listed)of the above referenced specIficatiorts. Certified Testing i.aboxWories assumes that all information provided by t clicat is ateurat;and that die physical and chemical properties of the components are as stated by the nianufar=urer. Certified Testing Le boratones, Inc. Christopher Bennett Lab Manager Architectural Division cc: Bell-View, i'nc. (2) ALI (2) A.T.Lab (1) Ramesh Patel (1) Filc 66 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ON .___- _ ___-.___ LOCATION INFORMATION -- - �465 address : 1828 SEA OATS DRIVE ATLANTIC BEACH . FLORIDA 32233 GW ----__- LEGAL DESCRIPTION -------- - ,WOOD FRAME Block - Lot : Twp: ..se : SINGLE FAMILY Section: 0 Subd : Rna• Ings : " Subdivision: SELVA MARINA ,Value: 0 .0`- ov . cost : 2 , 400 .00 ,ectal Fees - 25 .00 Amount Fail: 25 . 00 ,WNER INFORMATION - _- APPLICATION FEE: Name : DAN WATKINS PERMIT r � 1ddr �`— SEA 'SATS i?RIIVE ATLANTI,,' BEA,711_ FLORIDA 322 Phone: 904 ` 241-942 i-ONTRA t'TnF I N FORMAT I ON Name: SHORE R00-F I NC r.AAr : 914 77TH AVENUE SOUTH JACKSONVILLE BEACH . FL 32250 L c: =7054911 Exp , NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE 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 ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: D Y'r-v Oil ff �✓ OWNER OF PROPERTY: IV �A4 CONTRACTOR: 5-A&C ko ) CONTRACTOR'S ADDRESS: q1 Ll At<< ZIP: 32-2,Td STATE LICENSE NUMBER: CCC aS� �� TELEPHONE: Z- DESCRIBE WORK TO BE PERFORMED: VALUATION OF PROPOSED CONSTRUCTIONOU MATERIALS TO BE USED: S!{� "'I Irl - SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF �-l'` r97 ARY PUBLIC Liability Insurance Supplied Petrldn Amoneltie .: MH CO�A�ASSIONkCC553861 EXPIRES Workers Compensation Insurance Supplied �.: .*= Nqust 27.2000 t�S`1�' gpp®i1R)TIgYFAMMSI/IANCE.INC. Contractor License Information Supplied Occupational License Information Supplied t i ppk DEPARTNIENT OF BUILDING 3580 j CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1176/ 19 I Valuation $ 41 p 11 9 Fee $ f I r 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. E t This is to certify that EherlijG +r3uildiM Inc, 6 E khas permission to build_ a r- 1 v E Classification S f F Bw _1 1 i rig lone Owned by_ Fah pr 1 i n� g >t i l ititurss T ne Lot Block 2 House No rAccording 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 +I AFTER DATE OF ISSUE i �— ► 0 Building material, rubbish and debris ifrom this work must not be placed in public space, andd must be cleared up and hauled away by either contractor or owner_ R. C. Voael_ Building official. FOR OFFICE PERMIT DATE F USE ONLY NUMBER CONTRACTOR (: PLUMBING ELECTRICAL r k SEWER WATER FOR OFFICE USE ONLY Date... �-- DEPARTMENT OF BUILDING 3579 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1/25/ 19 7 Valuation $ PLUMBIEG Fee $ 11.60 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 Bill Jacobs Plumbing has permission to build to instill 1 sink, 2 lavatories, 1 bath ttl 2 closets, 1 shower, 1 water heater, 1 dishwasher, d1sposai and I wash-inVirachine. Classification regi dentia 7.one Owned by E'berling Builders, Inc. Lot 5 Block _S/D SM#9 House No. 1828 Bea 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 AFTER DATE OF ISSUE X 0 Building material, rubbish and debris G ♦---► Z,I from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. I R C Vouf1 i Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING I6, _2 s7a .,. 1 ELECTRICAL SEWER WATER r Cl IV W A ILAI6 @ C YF,, $4 Y-NJA w"�E&xi-f _9-1 Ulift L"Ad_MI`, vow mokms C TY OF ATIANTIC RZKM 716 =&AN BOULEVARD ATIAWIC HEAC11, FLORIDA AW 111 To BUILDING�n N 1 . Building location: 1828 Sea Oats Drive 2. The attached plan for the above building is approved oul,4ect to uaq the following applicable cvnatruction requirements. a. Yaotina3 shah. :pie continuous monolithic concrete under ex tariar mmllss, reinforced with two 5/8" deformed reinforcing :rc,ea for one-story buildings and three 5/8" deformed reinforcing rc<i:u for twc.;•=-stc) y buildings.. Reinforcing rods shall be placed in tete icswer one-third of the footings, properly placed and f:aste-nerd on metal saddles with wire. Footings ahal.l be six inches wider on e&ch aide than the wall above, shall be at least eight inches thick and shall rest on firm sail at '.east t mlve inches below undistor? ct soil. b. in hollow m&sonryunit construction. each unit cell shall be reinforced with at least one No. 5 bar at all corners, poured and tamped with co xcraCe; such reinforcing shall be properly tied into t .e fc:oting and sspn.ndral beam. c. All�rcxxl truss rafters iroof con,_.truc;tion) shall be securely ':astened to the exterior walls with approved hurricane anchors cr clips. d.. Construction of nearby one-family dwellings , which are duplicates or intensely similar. shall be avoided. Such similarity considers the external configuration and appearance (i.e. , roof, outerwall materials, window aire and design, and other litre ch;@racterisatics9s) of sastructurar.. 1.x &ccord with the foregoing, similar or dupli4cate homes shall. not be. constructed withi.4 close proximity of each other, and shall be at li&vat 500 feet apart if any one ssimil&r dwelling is visible from any other similar dwelling. t. Sewer service connections must be probed with clear.-Out rods 4n the presences sof a City inspector.. f. The final connection between the house plumiak ng drain and the sewer service connection (at the property line) must be inspected by the City before being covered, City Manager The und.exaigned hereby certified that he has read the above &nsd undeas Lands that this addendum taken precedence over any contrary details to the plass and specifications and rees to cy with the intent of thi�t adtdendt.m. 7 � CN TY OF ATLANTO C B L(CATI M A _A!t 'r or PLI' F1 ML__OSZ ASTM __ 81f I LDS Oft w'i "m TIME OF _ `r MN MOP CONS1ST'INQS OF —SHOWER STALL. f OMMC Q UNITS) WAT t Q.OlSET, I.AtiAT4St"�' i BAIHM (Xt 51"ALL, $Q N1N1 TS) (GROUP) PER 0 Mor. 8WI►T'MW MOTH OR VI T�i01N8' Oft --suSINK (3 UMP TS) WA MOM) (2 UNITS) w l iSE°r tANI TS b I NG NLN S z G S MOTS) —SERVICE SOW—TRAP STAND 0 UNITS ..___._tI MITI OM SINK L MY E3 WITS) TP ---.-,-SERVICE SOW-P TRAP P,2 UNITS) �E �MAT1 OONS 1 NC & ' UU11� 1t1Ff10Q t)��, WRQ' (4 UNITS) .,_,_ —JIO)T, SCUIAM'SIW (4 Ylh M) .GMAL UNIT (It QMPIDOR (t tNI T Utl NAL, PEDESTAL, SYPHON JET', E.OWW ES UNI TS) , DE AL LAVATOW C i UN IT) FOUNTAIN �� UNIT) UitlNAL.,, WALL LIP (4 UNITS) tEt/NAS, STALL, IIASHMff (4 UNITS) —j—DISWAM (2 UNITS) —URINAL TMM (EACH 2-ff. SECT0 Omx ,.;^,.,;�L4dlt E1Rl1B NS (i UNIT) (2 UNITS) FIQi'Sl NK (2 UMTS) LXUWM IMQMIE (RES.) t;.3 M -.- -. 6A0I HK N�� !MOTE 8WiM .,., WMH SINK. EACH SET L F FA i"S UNITS) t2 UPI ---- LAVAToRy Ei UNIT -WATBt CLOW, `SAW-CKRATM ,.. . -LAVATM, INMIM, NEMM PARLOR (4 UNTO) (2 UNITS) _,.. ,,..•_#MATER CLOMTr VALVE-CKWITM • --J AVATM, S! (2 UIR lid) QS UNITS) ILAUN It TM 32 UNITS) COY OF ATLAMMC' MACH FOR 3/4 T212 WNMIR tlff-- IVE MUM MG AM-as Fm UMITWa CUT-IN atAGE cr 7A-/a_7Z�1 Sea Oats %mv Eb ex Ij P .O . Box 8038, -jax. 'M MU NG ADDRESS DATE 4syp lt4-1,0 -5 11-e C( TO ro IVIS