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Permits 5 10th Street r 1a1 ff J3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031820 Date 1/23/06 Property Address . . . . . . 5 10TH ST Tenant nbr, name . . . . . . REPLACEMENT WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8290 Owner Contractor ------------------------ ------------------------ SMITH, JOHN FLORIDA GEORGIA CONTRACTORS 11433 SAINTS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-7010 ------------------ ---------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 8290 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �XA Al4 BUILDING OFFICIAL AQ e95££ li 'zinl !� ONIGIIS i N an�lq aool youa�J 90961 66ZZ'9Zb'008 'Hd g o �; N 5l-W AM 'oaogsuued IANIA 030(1211X3 mI- 606£ti 'ON '3 'd OP!aOlJ I z anuanb auaagoo0 aup A8NOSVkV Ol )10(18 XZ 210.1 1piwyos uopw(-1 sMopulM uoluowig SNO1103S SS083 ON1210HONd $ S Loot 's ,agw000p o 3 � � � g b a ° c « u io io2 xCYf iv2 C co PI t All a \ -- �0 ceJ Sv E E �Y {, • • Z Z C,4 E « ° ° r u 3 E i • to .�: •� u o 'C u n o u NIW ro O4CE=z ° x n ° E ° Cc E 3 'n wy X42v an Q E o o E n� �i•' � h u c V c N c333 3 g ° r� 3 ° w• U 7i� x 3 u a E 'v o '^ °-0cr°. 0 e •% $in 2 c•�c w ra x wv« t o u LL « YE t U x p Wp.. X4 x W C vl "kms a C.3 C o • oc N %i •i NO .9L'1 c 3 ° ° 1 +:' may ? c Q x 8H3 '•' 'NIM .SL'1 "' ,'. � .- cy ri 4 M 6�� Y'`� O keg SH3 �uoip u NIW ,rr'1LS n� 1I xoW U 1g� x W ljgSqS O In — o e i� h n cn Ln LL invl w in 9SScc li 'Zanl 8000 011dd 9NI0IIS anusaool youaad 90561 6tiZZ'9Zti'009 'Hd .- 9 rn o N J X N 5!kgZ AM `ojogsuuad IANVI 03onalu , i ;2 1 60tFt, 'ON '3 'd pP!aold anuan uoaoo au m 1 O1 g Ip!uayoS d uopu�(l saMopilm u owlg .l?�NOSbW Ol 110118 XZ 210 In o Z v► SNO1103S SSOaD ON180HONV NMI � LOoL 'B jagwa*ao ` M N ° ° co v c c E T E S c c � -d Eu v P el ° O u a °n to c c u _ oo fn c r E w y aW3 E " �' , •. 'NIW «SL'1 o w �� x w x c m G C Of �'• O`LA w� Is ° H aa g -! Is to a-lols luo Zoo a e a 9 8Qv80 o fu cEc9 C4 co c v E BW3 Cc a t ° 41 e o � o u 'NOV «BL't. Q f° c E cx _ 3S ° 2ED 9 v v Q € An BW3 d NIW «Cf'1a «al «9L ,oL «oL x� 9 r« CL o� C b 1 ti vi p D Z y 0. ° MoOQ . UO IL3 Vj O 1 Mp n o i,.*- -V ^oQ b E ; XU CA W O 0. y o a e IM n is VI n upl [ 0 tet•• U O n M 0 O 4AlAINN'WDA 101/1,S.2-97 TEST REPORT SUMKARY Rend-&&#m;- SIMONTON WD4DOWS SEMESIMOD++L. : 75-75 TYPE: P'A'C Horizontal Sliding Window XV-) Results Title of Fest Test S eeimen�� Test'5 ecime>r�.#2 Test S ,eci men 93- Ratin � f HS-R20 72x' 60 HS-R45 72 x 48 HS-R.55* 60 x 48 Overall Desi Pressure 20 psf 45 - 55 psf eras na Force 10 lb mwc. NIA,. N/A Air.lniiltration "4..15.cfi /ft N/A { N/A Nater Resistance. 4.5 psf 6.75 sf 5.25 sf Structural Test Pressure 30.0 psf 67.5 psf 82.5 of De lazing Passed N/A N/A Forced-Eiq Resistance Grade 1.0 N/A N/A Reference should be made to Report Na 05-30.304.01 for complete.test specimen description and data. .For ARCHITECTURAL TESTING, INC. Digitally,signed by Lynn George Lynn George, Project Manager LG:nlb TO 3!DVd XdfJ3WV TOCT619b06 69:0T 900Z/8Z/ZT AL Architectural Testing AAMA/NWWDA 101A.S.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Peansboro, West.Virginia 26415-9403 Report No: 05-30304.01 Test Dates: 12/05/01 And: 01/16/02 Report Date: 02/12/02 Expiration Date: 12/05/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows #o. witness perforinauce tests on Series/Model 75-75, PVC horizontal sliding windows dt their test facility located in Pennsboro, .West, Virginia. The samples tested successfully ,met the performance requirements for the following ratings: Test Specimen #1 RS-R20 72 x 60; Test Specimen.#2 13S-R45 72 x 4$: and Test Specimen #3 TSS-R55*, 60 x 48. Test specimen descriptions and results are reported herein.. General Note: An asterisk (*) next to the performance grade indicates that the sire tested for optional performance was smaller than the minimum rest size far the prodtict type and class. 'Fest Specification: The test specimen was evaluated in accordance with,AAMA/1\f WWDA 101/1.S2�97, Volantaryl Specifications for aluminum, Vinyl(PVC) and Wood Windows and Glass Doors. Fest Specimen Description: Series/Model: 75-75 Type: PVC horizontal Sliding Window(Type XX) Test Specimen#1: Overall Size: 60" wide by Y0" high Sash Size (2): 2' 10-7/16" wide by 4' 7-3/4" high Screen Size: 2'.9-3/4" wide by 4' 7-11/16" high Glazing Type: The sash were exterior blazed with 3/4" thick sealed insulating glass fabricated with two 3/32" clear annealed sheets separated.by a steel.spacer system. Reinforcement: No reinforcement was iitilized_ 130 Derry Court i York, PA 17402-9405 f phone: 717.764.7700 1 fax; 717.764.4129 + Z0 39Vd www.archtest.corn { Xaf 63WV T0EZ6t9b06 65:0T 900Z/8Z/Z1 05-30304.01 Page 2 of 7 Test Specimen Description: (Continued) Test Specimen 42: Overall Size: 6' 0" wide by 4' 0" high Sash Size (2): 2' 10-7/16" wide by 33' 7-3/4" high Screen,Size: 2' 9-3/ wide by 3' 7-11/16"high Glazing Type: The sash were exterior glazed with 3/4" thick scalcd insulating glass fabricated with two 1/8" clear annealed sheets separated by a steel spacer system. Reinforcement. (A2"reinforcement). The interior meeting stile contained a rectangular shaped, extruded aluminum reinforcement measuring 0.748" x 0.472" x 0.062" (Reference drawing 956111). The exterior meeting stile comtaiaed a custom shaped, extruded aluminum reinforcement measuring 0.650" x 0.489" x 0.094" (Reference drawing#19126). Fest Snecimen 93, Overall Size: 5' 0" `wide.by 4' 0" high Sass} Size (2): 2' 4-1/2" wide by T7-3/4" high Screen Size: 2' 3-3/4" wide by.3' 7-11/16"High G3azing Type: The,sash were exterior glazed with 3/4" thick sealed insulating glass fabricated with two 1118" clear annealed sheets separated by a steel spacer system. Reinforcement: (A2 reinforcement) The interior meeting stile contained a rectangular. shaped, extruded aluminum reinforcement measuring 0.748" x 0.472" x 0.062" (Reference drawing #56111). The exterior meeting stile contained a custom shaped, extruded alurrAnum reinforcement measuring 0.650" x 0.489" Y 0.094" (Reference drawing#19126). Thefollowing descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: The glass was set onto a double-sided adhesive tape and secured with single leaf dual durometer vinyl glazing beads. 60 39Gd Xdf'd3Wd T061619b06 69:0T 9002/8Z/ZT 05-30304.01 Page 3 of 7 s;k4 Test Specimen Description: (Continued) Weatherstripping: Description uanti ..Location 0.187" backed by 0.460" 1 Row Lock stile high pile with center fin 0.187` backed by 0250" 2 Rows Top and bottom rails,jamb stiles high pile with center fin 0.187" backed by 0340" 1 Row Exterior side of keeper stile high pile with.center fin 0.187" backed by 0.300" 1 Row interior side of keeper stile high pile with center fin Frame Construction: The PVC flame was assembled using mitered and welded comer construction. Rigid PV C roller tracks were applied to the sill. Sash Construction: Tl-ie PVC swish were assembled using ri itered and welded corner construction. Screen Construction: The screen was constructed from m extruded aluminum. The corners were square cut and secured with plastic corner keys. IFIbermesh screen cloth was held-in-place with a flexible spline. Hardware: Descri uantity' Location Metal cam lock 2 Meeting stiles, 14" from each end and keepers Plastic dual roller assembly 4 Bottom sash rail, one at each end PVC sash take-out plug 2 Head, oae in each track VO 3Jdd XVf' 13Wd T0ETGT5ti96 65:01 50OZl8ZlZT 05-30304.01 Page 7 of.7 Test Results: Test Specimen#3: HS-R55* 60 x 48 Paragraph Title of Test -Test Method Results. Allowed Optional Performance 43 Water Resistance per ASTM E 547 (with and without screen) WTP`8.25 psf No leakage . No leakage 4.4.2 Unifbrm Load Structural per ASTM E-j30' (.Measurements reported were taken on the exterior meeting stile) @ 82.5 psf'(positive) 0.166" 0.175" max. @ 82.5 psf(negative) 0.107" 0.175" max.. Detailed drawings, representative samples of the test specimen, and a copy of this report will be. retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification- .This report does not constitute certification of this product, which may only be granted by the certification program administratoz. For ARCHITECTURAL TESTING, INC: digitally sided by Lynn George 4, Lynn George Scott A. Warner Project Ma roger Executive Mice President LG:nlb 05-30304.01 90 39dd XVf63WV T06T6T9t,06 69:0T 5002/8Z/ZT 4& 05-30304.01 ' page fi of 7 Test Results: Test Specimen#1: HS-R20 72 x 60 (Continued) Para,�ravh Title of Test- Test Method Results Allowed 2.1.5 Forced Entry Resistance per ASTM F 5$$--97 Type: A Grade: 10 Hand& Tool Manipulation No entry No entry Test Al through A7 No-efftry No,entry . Hand&Tool Ivlanipulatiori No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) WTP=4.5 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 i (Wasuremen'ts reported were taken on the exterior meeting stile) @ 30.0 psf(positive) 0.099" 0.223"max.. @ 30.0 psf(negative) 0.145" 0.223" max. Test Specimen 02; HS-R.45 72.x 48 Optional Performance 4.3 Water Resistance per ASTM E 547 (with and'without screen) WTP=6.75 psf No leakage No leakage 4,4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting stile) @ 67.5 psf(positive) 0.167" 0.175" max. @ 67.5 psf(negative) 0.136" 0.175" max. 90 3DVd XVf63WV TOETGTSP06 65:01 S00Z/8Z/ZT 05-30304.01 . Pags 5 of Z Test Results: Test Specimen#1:. 14S-,R20 72 x 60 (Continued) Paratauh Title of Test-Test Method ResultsAllowed 2.1.3 Water Resistance per ASTM E 547' (with and without screen) WTP=2.86.psf No.leakage No leakage 2.1.4.2. Urform Load Structural per ASTM!E 330 (Measurements reported were taken on the exterior meeting stile) �7a 22.5 psf(positive) 0.1.1 ."_ 0.223 max. @ 22.5 psf(negative) 0.120" 0.223" max. 2.2.1..6.2 Deglazing Test pe+ASTM E 987 Left.Sash In operating direction at 70 lbs Dandle Stile 0.090"/180/0 0:300"/100%. Meeting Stile 0.060"112% 0.500"/100% In remaining direction at 50 lbs Top Rail 0.030"l6%0 0.500"/100% Bottom Rail 0.030"/6% 0.500"/100% Ri t Sash In operating direction at 70 lbs Dandle Stile 0.060"/12% 0.500"/100% !Meeting Stile 0.060"/12%0 0.500"/100%0 In remaining direction at 50 lbs. Top Rail 0.06011112% 0.500"/1.00%0 Bottom Rall 0.030'76%6 0.50011/100% 2.1.7 Welded Corner Test Meets as.stated Meets as stated L0 3!DVd xar63Wb T0616TSP06 65:01 500Z/8Z/ZT 05-30304.01 _.. Page 4 of 7 Test Specimen Dese)ription: (Continued) Drainage- Description Ouanti Location 1-1/16" by 3/16" weepslot. 2 Exterior sill face, 4" from each end (with flap) 1"by 3/16'.' weepslot 4 Interior sill.track, 4" from.each ead; Intermediate sill wall; one at each end-. ., 1/4" diameter weephole 2 Exterior sill track, 4"from each end 5/32" diameter weephole 6 Bottom rails, one-at each end. Sill screen track,one at each end Installationr The window was installed into a wood buck constructed of Spruce-Pine-Fir construction lumber_ The. unit. was sealed witi silicone caulking at the exterior and interior perimeter with the exception of an approximate 6 void at each interior sill corner. The unit was secured to the buck usiug four O.wood screws, one at the top and bottom of each jamb (embedded 1-1/2"into the wooden test buck). Test,Results: The results are tabulated as follows: Paragalaah Title of Test.-Test Method Results Allowed Fest Specimen.#1: HS-R20 72 x 60 2.2.1.5.1 Operating Force Left Sash Open 10 lbs 20 lbs max. Close 9 lbs 20 lbs max. Right Sash Open 9 lbs 20 lbs max. Close 9 lbs 20 lbs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note#1) @ 1.56 psf(25 mph) 0.15 cfrn/ft 0.3 cfui/ft max. Note #I. The tested specimen meets the performance levels.speci/ied in A,41WNWWDA 101115. 2-97for air infiltration. 80 39dd XVfd3WC T0E16T5ti06 65:0T 900Z/8Z/Z1 i AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: SIMONTON WINDOWS SERIES/MODEL: 06-05 TYPE: Poly Vinyl Chloride (PVC)Patio Door(OX) RATING: SGD-R35 95 a 79 Title of Test Results Overall Desi Pressure 35 fe sf Operating Force 10 lb max. Air Infiltration 0.10 cfin/ Water Resistance 6.0 sf Structural Test Pressure 52.5 sf Deglazing Passed Forced En Resistance Passed Reference should be made to Report No. 05-30116.02 for complete test specimen description and data. For ARCHITECTURAL ?ESTING, INC. dvytnGeorge, roject Manager LG:gp i Architectural Testing AAMA/N NVWDA 101/1.5.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415-9403 ReportNo: 05-30116.02 Test Dates: 08/22/00 And: 11/30/00 Report Date: 01/10/01 Expiration Date: 08/22/04 Project Summary: Architectural Testing, Inc. (ATI) was contracted to witness performance tests on a Series/Model 06-05, PVC sliding glass door at the Simonton Windows facility located in Pennsboro, West Virginia. The sample tested successfully met the performance requirements for an SGD-R35 95 x 79 rating. Test specimen description and results are reported herein. Test Specification: The test specimen was evaluated .in accordance with A 101/l.S.2-97, Voluntary Specifications for.Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 06-05 Type: PVC Sliding Glass Door (OX� Overall Size: 7' 11-1/4" wide by 67-1/2" high Operable Sash Size_ 4' 0-1/4" wide by 6 4-3/8"high Daylight Opening Size: 37-5/8" wide by 5' 11-3/4" high Screen Size: 3' 11-1/2" wide by 65-5/16" high Finish: All vinyl wad White. 4 130 Derry Court York, PA 17402-9405 phone:717.764.7700 i 05-30116.02 Page 2 of 5 r Test Specimen Description: (Continued) Glazing Details: The operable sash and fixed panel were exterior glazed with 3/4" thick sealed insulating glass fabricated from two 3/16" thick clear tempered sheets separated by a foam spacer system. The glass was set against 1/2" x 3/32" glazing tape and secured with snap-in dual durometer glazing beads. Weatherstripping: DescriptionQuant i Location 0.187" backed by 0.250" 2 Rows All rails, lock/handle stile high pile with center fin 0.187" backed by 0.250" 1 Row Each meeting stile high pile with center fin Frame Construction: The PVC frame was assembled using mitered and welded corner construction. The fixed meeting stile was attached to the head and sill using two #8 x 2-1/2" long pan head screws per end. Rigid PVC snap-in, equal lite adapters were applied and sealed ( to the head and sill of the fixed lite. A rigid PVC snap-in threshold was located at the exterior of the head and sill at the operable panel. A rigid PVC snap-in roller track was applied at the sill screen track. An aluminum roller track with a stainless steel cap was located at the interior sill track. Sash Construction: The sash was assembled using mitered and welded comer construction. Screen Construction: The screen was constructed from extruded aluminum. The corners were square cut and secured with plastic corner keys. Fibermesh screen cloth was held-in-place with a flexible vinyl spline. Hardware: Description Quanti Location Steel dual rollers 2 Active panel bottom rail, 4" from end Adjustable mortise 1 Lock stile, lock and handle set approximately 40" from the sill Metal keeper 1 Lock jamb, - approximately 40" from the sill l Spring loaded 4 Top and bottom screen rails, adjustable roller = 4" from each end ►. 05-30116.02 Page 3 of Test Specimen Description: (Continued) Drainage: Description Quanti Location 1" wide by 3/16" 2 4-1/4" from each end of the exterior weepslot sill face 1-1/2" wide by 3/16" 2 Interior sill track exterior wall, weepslot one at each end ' 3/16" diameter holes 6 One at each end of the sill screen track, one at each end of the sill at fixed lite, and one at each end of the active panel bottom rail 1-1/4" wide by 3/16" 4 Two at each end of the sill high weepslot through the center intermediate legs 1-5/8" long by 0.250" 2 One at each end of the roller track deep weep notch 3/8" long by 1/8" 2 One at each end of the bottom rail wide weepslot glazing pocket Reinforcement: The lock stile contained a "U" shaped steel reinforcement measuring 1.070" x 1.260" x 0.060": The fixed meeting stile contained a "U" shaped steel reinforcement measuring 1.394" x 1.437" x 0.060". The operable meeting stile contained a "U" shaped steel reinforcement measuring 1.079"x 1.437' x 0.060" (Simonton Code H-5). Installation: The unit was installed into a 2"x 10" wood buck constructed of SPF construction lumber. The head and jambs were secured through the nail fin using 1-1/4" long drywall screws spaced approximately 5" o.c. and sealed with a silicone caulking. The sill was set in a bed of silicone caulking and secured at the interior using a PVC buck clip fastened to the buck using 1-1/4" long screws spaced approximately 6" o.c. i 05-3 0116.02 Page 4 of 5 Test Results: The results are tabulated as follows: Paragraph Title of Test-Test Method Results Allowed 2.2.19.5.1 Operating Force Open 26 lbs 30 lbs max. In motion(opening) 9 lbs 20 lbs max. In motion(closing) 101bs 20 lbs max. 2.1.2 Air Infiltration(See Note#I) 2 2 @ 1.56 psf(25 mph) 0.10 cfrnlft Q.3 cfrn/ft max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAM4/NWWDA 101/1 S. 2-97 for air infiltration. 2.1.3 Water.Resistance per ASTM E 547 (with and without screen) WTP=2.86 psf No leakage No leakage 2.1.4.2 Uniform Load Structural 22.5 psf(exterior) 0.018" 0.307"max. 22.5 psf(interior) 0.020" 0.307" max. 2.2.19.5.2 Deglazing Test per ASTM E 987' In operating direction at 70 lbs Meeting Stile 0.060"/12% 0.500"/100% Handle Stile 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Top Rail 0.030"/6% 0.500"/100% Bottom Rail 0.030"/6% 0.500"/100% 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per ASTM F 842-97 Type: A Grade: 10 Lock Manipulation Test No entry . No entry Test Al through A6 No entry No entry Lock Manipulation Test No entry No entry, Optional Performance 4.3 Water kesistance per ASTM E 547 (with and without screen) WTP =6.0 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 52.5 psf(exterior) 0.191" 0.307" max. 52.5 psf(interior) 0.214" 0.307' max. 05-30116.02 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATT for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING,INC: 'Lynn Geor 'Warner Project Manager Executive Vice President LG:Jp 05-30116.02 r CITY OF ATLANTIC BEACH cc: }; BUILDING /ZONING DEPARTMENT D. Ford ns 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 -- (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �J�- X42,0 Property Address: /D 77f J r Applicant: /C�et, etYl 7-Rf16R A.,S Project: e a±M r �Vi �ouJ.S This permit application has been: U Approved ev' �d`aad the fo owing items n4e4,attention: r i 3 p c V cn-4,irk c`�( Na e S o(o X Please re-submit your application when these items have been completed/._ Reviewed By: L44Date: Date Contractor Notified: x x CITY OF ATLANTIC BEACH cc: BUILDING /ZONING DEPARTMENT D.Ford "., i ins 800 Seminole Road j Atlantic Beach,Florida 32233 S.Mrr (904)247-5800 (904)247-3845 Fax www.coah.us PLAN REVIEW COMMENTS Permit Application # S1LfZ0 Property Address: ID 157— Applicant: 57—Applicant: Z!N 7W 0 6,q 1e.S Project: /AC+�t-rn7" This permit application has been: ED, Approved 19-- Reviewed and the following items need attention: t WsI q cilasC. ` . -LL C= C° f=p Q vti T-0,-L C 19A& �t Vit�3. � L tS fl�tt� L"2ytti t t a Please re-submit your application when these items have been completed. Reviewed By: Date: !Zfl�r1 fl Date Contractor Notified: 1 'd Sires-Lira-,y06 na 4oeag o x jue j,4d jo RI T O dt0 :ao so 61 00(1 FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:36AM P2 CITY OF ATLANTIC ,BEACH y WINDOWS,SKYLIGHTS,GARAGE DOORS,HURIUCANE SHUTTE&S ar;�il n Date: ease submit(3)coaqkft oto of plane with application. J Address:- s� ._ ner. , _ -- dress: �-5L- /O'.7.dfir-EL'S Anx a Photic: 7-21- gal Description: Block Number:--�� Lot Number: ?.sting District: %ntractor: -_1lCtritJ,t1 1�- G9 .icense Number: CX C oil 0 i4o — drem: Phone: qV tr:- be proposal use an4 w to be done: (4147601;0S f!i) 10 -,hfNhP--, (4 Uz-3 I*rS --:]>L%L6.2 aussv �L— Gama use of land or building(s): Z1 es sv W ro er L, ....-- aluationofproposed construction;_...._ gzg0, I approval of Homeownces Momimion or odw private entity requited7 t4 o if yes,please Auhmit with this )plication. wired Building Data: "a Roof Height Zo (tt) BulMing Widtb a4- (it) Buildlag League oaf Slope Window Heigbt —(ft) Window Width (ft) endow Elevation from Grade (ft) casuremeat from corner at building to window 3 rz (ft) umber of windews being installed±'SUolas 04 6L"S A-ft 'Dop[S A t L 'R-SID S ,'orr cwt off 0aFs4 Za IF nt.,%Roof Heisht S� $ P ,e � of tiRr►c. ,. - � ! G) 4 "y (-I" `A'o ff Fit. �►--•�' 7) S'P coe. O,J twAsr. GO�x Ln 80 Semisoie Road •Atlantic hese%.Fierids 322M545 These: (904)247-51100 • Fax: (M)147-IMUS • ht1p:/Mww.cLatlantic4aacb.N.an P1 ge I •Revixed 1/27M3 0'd Si6S-Lt►2-o0G ng 40009 011wV 1zy 40 WIT3 d9t ;£0 9p 11 uec CITY OF ATLANTIC BEACH WINDOWS,SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS _•;t v� ' l v �r Date: Job Address: Owner: >rn , Address:!i S+ Phone: 4 q- Legal Description: Block Number: Lot Number. Zoning District: Contractor- K eA/1 eA y lll. jvn t3 vh State License Number: G o Address: I I "i 11 -C4 1 -S 7za _. _ _ Phone: !4g`6YI '72D1 d City:,TG) Jk on Ll,r l 1 e State: 'El,_Zip: q o Fax: .2' L Describe proposed use and work to be done: j2 &-0 1 Q C-2,4,1E„h 1 Present use of land or building(s): ��,�� p n. �- ,c Valuation of proposed construction: p'Z� Is approval of Homeowner's Association or other private entity required? d6 if yes,please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope Window Height (ft) Window Width (ft) Window Elevation from Grade (ft) Y /Measurement from corner of building to window {ft) Number of windows being installed VVII 800 Seminole Road •Atlantic Be, �e� � Of tt Q" Phone: (904)247-5800 • Fax: (904)747-58, Page I l 'd St•QS-G4Z-i►O6 ng yovag oiat —1 * :eo SO G1 Dau S i' Ssk CITY OF ATLANTIC BEA ,k WINDOWS,.SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTER w �9 ERS Please submit(2)complete sets of plans with application. Date: Job Address: Owner: Address: Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: Address: Phone: City: State: Zip: Fax: Describe proposed use and work to be done: Present use of land or building(s): 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: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope Window Height (ft) Window Width (ft) Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all information as w result in delay in issuance of permit. "' "aiC• Incomplete appllCalll„, In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psi) 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 application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: 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 day of 120 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 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 • http://www.ei.stlantic-beach.fl.us Page 2 Revised 1/27/03 CITY OF ATLANTIC BEACH r s ' BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: k p �� Job Address: ti 1�k Owner of Property: -L , Address: ��1 O 7 Telephone: Cl 0 Legal Descripti n: Block Number: Lot Number:_� Zoning District: ,l Contractor: eyl n�T�?Vt/� . �a"�n�'I o 6m State License Number: 0R d a`-t` eg d h4..5 Contractor's Address: /I I yc> 3�7 S�� JA "JCLC=k5cwz;/t P_ ? i L `, y6 Telephone: 6 (0 7 /0 l Fax: ��L(-- Co ya` 71 S� Describe proposed use and work to be done: e A S Present use of land or building(s): Valuation of proposed construction: What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will tjus project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page I Revised 1/14/03 9sscc IA 'zinl -119"1 IS an!.IQ 900-1 youaA j 90661 6-kZZ'9EV008 'Hd o -' x c 03a 9!k9Z MI 'o Jogsuuad l lNl/1 (lalx3 a ti ti 601��1� '�N '3 'd aP!a�l� anuan auo.J ao au m O1 o c e u o A8NOSV" o1 done xz aw in z ap!wyaS •i uopw<1 sMopu!M uo!uouJls r°i c Loot 's •ovWo�oo SN01103S SS083 9NI80HONV � CO 3 � i � e 8 n � � � b h r. 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N/A. N/A .Air Infiltration 0.15 cfm/ft N/A ) N/A Water Resistauce. 4.5 psf 6.75sf 8,25 Psf Structural Test Pressure 30.0 psf 67.5 psf 52.5 psf De lazing Passed N/A N/A Forced EnLtELResistanoe Grade 1.0 NIA N/A . Reference should be made to Report No. 05-30304.01 for complete.test specimen description and data. For ARCH7TECTURA.L TESUNG, INC. Digital]),signers by Lynn Geor;.e Lynn George, Project Manager LG:nlb TO 39Vd XVrN3Wd 69:81 QR07/A7 17 r 4 AL Architectural Testing .AMA/NWW;DA 101/l.S.2-97 TEST tEPORT Rendered to: SNONTON WINDOWS One Cochrane Avenue Pennsboro, West.Virginia 26415-9403 Report No: p5-30304.01 Test Dates: 12/05/01 And. 01/16/02 Report Date: 02/12/02 Expiration Date: 12/05/0S Prosect Summary: Architectural`Testing, Inc. (ATI) was contracted by Simonton Windows to. witness performance tests on Series/Model 75-75, PVC Horizontal sliding windows R their test facility located in Pennsboro, .West. Virginia. The samples tested successfully ,met the performance requirements for the following ratings: Test SpecimEen'41 14S-R20 72 x 60; Test Specimen.#2 HS-R45 72 x 48: and Test Specimen #3 14S-R5 5*, 60 x 48. Test specimen descriptions and results are report.ed herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional•pelbrmance was smaller than the minimum test sue fvr-the product type and class. 'Fest Specification: The test specimen was evaluated in accordance with,AAMA/I�IWWDA 101/1.S.2 97, Voluntary Specifications for Aluminum, Vinyl (PVC`) and Wood Windows and Glass .Doors. Test Specimen Description: Series/Model: 75-•75 Type: PVC Horizontal Sliding Window(Type XX) 'fest Specimen 91: Overall Size: 6' 0" wide by 5` 0" high Sash Size (2): 2' 10-7/16" wide by 4' 7-3/4" high Screen Size: 2'.9-3/4" wide by 4' 7-11/16" high Glazing Type: The sash were exterior glazed with 3/4" thick scaled insulating glass fabricated with two 3/32" clear annealed sheets sepalated.by a steel.spacer system. Reinforcement: No reinforcement was tutilized. 130'Dotty Cour , York, PA 17402-9405 f phone: 717.764.7700 I fax; 717.764.4129 www.archtest.corl I Z0 39Vd XVC83WV TOEZ6t5b06 65:01 500Z/eZIZT • t 05-30304.01 Page.2 of 7 Test Specimen Description: (Continued) Test Specimen 92: Overall Size: 6' 0" wide by 4' 0" high Sash Size (2): 2' 10-7/16" wide by 3' 7-3/4"high Screen,Size: 2' 9-3/4 wide by 3' 7-11116"high Glazing Type: The sash were exterior glazed with 3/4" thick sealed insulating glass fabricated with two 1/8" clear annealed sheets separated by a steel spacer system. Reinforcement. (A2 reinfbrcement) The interior meeting stile contained a:rectangular shaped, extruded aluminum reinforcement measuring 0.748" x 0.47211 . .472" . x 0.062" (Reference drawing #56111). Tlie exterior meeting stile coutaihM a custom shaped, extruded aluminum reinforcement measuring 0.650" x 0.489" x 0.094" (Reference drawing#19126). Test Soecimen #a: Overall Size: T 0" wide.by 4'0" high. Sash Size (2): 24-1/2" wide by "Y7-3/4" high Screen Size: 2'3-3/4" wide by?' 7-11/16" high Glazing Type: The sash were exterior glazed with 3/4" thick sealed insulating glass fabricated with two 1/8" clear annealed sheets separated by a steel spacer system. Reinforcaement: (A2 reinforcement) The interior meeting stile contained a rectangular. shaped, extruded aluminum reinforcement measuring 0.748" x 0.472" x 0.062" (Reference drawing #56111). . The exterior meeting stile contained a custom shaped, extruded alurWnum reinforcement measuring 0.650" x 0.489" x 0.094" (Reference drawing#19126). Thefollowing descriptions apply to all specimens. Finish- All vinyl was white. Glazing Details: The glass was set onto a double-sided adhesive tape and secured with single leaf dual durometer vinyl glazing bends. 60 3Ddd XVf83Wd T05T6i5b06 65:0i Caa7107/7T 05-30304.01 Page 3 of 7 J?t4 Test Specimen Description: (Continued) ��Ii.• Weatherstripping: Description, anti .Location 0.187" backed by 0.460" 1 Row Lock stile high pile with center fin 0.187" backed by 0.250" 2 Rows Top and bottom rails,jamb stiles high pile with center fin 0.187" backed by 0.340" 1 Row Exterior side of keeper stile high pile with.center fin 0.187" backed by 0300" 1 Row Interior side of keeper stile high pile with center fin Frame Construction: The PVC frame was assembled using mitered and welded courier construction. Rigi,dPVC roller tracks were applied to the sill. Sash 4Coastruetion: The PVC swish were assembled using rr itered and welded corner construction. Screen Constriction, The screen was constructed from extruded aluminum. The corners were square cut and secured with plastic corner keys. Fibermesh screen cloth was held-in-place with a flexible spline. Hardware: DescrijRtio Ouantitv LocatioIl Metal cam lock 2 Meeting stales, 14" from each end and keepers Plastic dual roller assembly 4 Bottom sash rail, one at each end PVC sash take-out plug 2 Bead, oue in each track VO 30tJd xdrd3wa T06T6T5b06 65:01 50eZ/8z/z1 05-30304.01 --- � Page 4 of 7 Test Specimen Description: (Continued) Drainage: Description Quanti Location 1-1/16" by 3/16" weepslot. 2 Exterior sill face, 4" from each end (with flap) 1"by 3/16'.' weepslot 4 Interior sill.track, 4" from..each end; l attermediate sill wall, one at each end, 1/4" diameter weephole 2 Exterior sill track, 4"from each end 5/32" diameter weephole 6 Bottom rails, ons'at each end. Sill screen track,one at each end Installation: The window' was installed- into a wood buck constructed of Spruce-Pine-Fir construction lumber. The. unit was sealed with silicone caulking at the exterior and interior perimeter with the exception of an appro,-imate 6 void at each interior sill corner. The unit was secured to the buck using four#8 .wood"screws, one at the top and bottom of each jamb(embedded 1-1/2" inio the wooden test buck). 'Fest.Results: The results are tabulated as follows: 1?aragra�h Tale,of Test.-Test Method Results Allowed Test Specimen#1: HS-R20 72 x 60 Operating Force Left Sash Open 10 lbs 20 Is max. Close 9 lbs 20 lbs max. Right Sash Open 9 lbs 20 lbs max. Close 9 lbs 20 lbs max. 2.1.2 Air Infiltration per ASTM E 2V (See Note#1) @ 1.56 psf(25 mph) 0.15 cfnVft' 0-3 cfzn/ft-max. 1lrote #1_ The tested specimen meets the performance levels,specified in AAMA/tYWWDA .101/1 S. 2-97for air infiltration. 80 39Vd Xdf'd3WG 10E1615b06 69:01 900Z/8Z/ZT 05-30304.01 gaga S of Z 'Test Results: Test Sbecimen#1:. 14S-'R20 72 x 60 (Continued) Paragraph Title of Test-Test Mgthod Results Allowed 2.1.3 Water Resistance per ASTM E 547- (with and without screen) WTP=2.86 psf No.leakage. No leakage, 2.1.4.2. Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting stile) (`7a 22.5 psf(positive) un--x 0.223"max. @ 22.5 psf(negative) 0.120" 0.223" max. 2.2-1.6.2 Deglazing Test per, ASTM E 957. Left.Sash In operating direction at 701bs Hx.dle Stile 0.09011/18% 0:50011/100%. Meeting Stile 0.060"/12% 0.500"/I00% In remaining direction at 50 lbs Top Rail 0-030"/6% 0.500111100% Bottom Rail 0.030"/61/` 0.500"%100% Right Sash In operating direction at 70 lbs Handle Stile 0.060"/12% 0.300"/100% Meeting Stile 0.060"/12% 0.5001,/100% In remaining direction at 50 lbs-. Tap Rail 0.06011/12% 0.50011/100% Bottom Rail 0.030"/6% 0.500"1100% 2.1.7 Welded Corner Test Meets as.stated Meets as stated L0 39bd Xbrd3WC T0Si6Z9bAF; C007 107 4& 05-3030.4.01 Page 6 of 7 'Fest ResWts: Fest Specimen#1: HS-R20 72 x 60 (Continued) Para eravh Title of Test- Test Method Results Allowed 2.1.5 Forced Entry Resistance per ASTM F 588-97 Type. A Grade: 10 Hand& Tool.Manipulation No entry No entry Test Al through A7 No-cn"try 7' Nb,entry . Hand&Tool Manipulation No entry No entry Optional PerfortnanCe 4.3 Water Resistance per ASTM. E 547 (with and without screen) WTP=4.5 psf No leakage No leakage 4.4.2 Uniform Load Structural per AST1v1 E 330 r. (Measurements reported were taken'on the exterior meeting stile) @ 30.0 psf(positive) 0.099" 0.223" @ 30.0 psf(negative) 0.145." 0.223"max. Test Specimen#2: 14S=R45 72,x 43 0�ti4 aal Performance 4,3 Water Resistance per ASTIv1 E 547 (with and without screen) 'W'TP=6.75 psf No leakage 110 leakage 4,4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting stile) @ 67.5 psf(positive) 0.167" 0.175" max. @ 67.5 psf(negative) 0.136" 0-175" max. 90 39Vd XVfN3WV 10E1619b06 69:01 900Z/8Z/Zi 05-30304.01 Page 7 of 7 Test Penults: R Test Specimen#3: HS-8551 60 x 48 Pazaerayh Title of Test-'Test Method results. Allowed Optional Performance 4.3 Tater Resistance per ASTM E 547 (with and without screen) WT-P.=8.25 psf No leakage . No leakage 4.4.2 Uniform Load Structural per ASTM E 330+ + (Measurements reported were taken on the exterior meeting stile) . @ 82.5 psf•(positiv..e) 0.166" 0.1751'max., �a 82.5 psf(negative) 0.107" 0.175 11 max.. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of foux years. The above results were secured by using the designated test methods and they indicate compliance with the performance'requirements of the above referenced specification_ .This report does not constitute certification of this product, which may only be-granted by the certification program administrator. For-ARCHITECTURAL RCHITECTURAI,TESTING, INC: j Digsca,y signed by Lynn ceorgt �#r 4, Lynn George Scott A. Warner Project Manager Executive Vice President LG:nlb 05-30304.01 90 30Vd XVfd3WC Z0£t6Z51706 66:0L 5002/6Z/Zi i AAMAINWWDA 1011I.S.2-97' TEST REPORT SUMMARY Rendered to: SIMONTON WINDOWS SERIESIMODEL: 06-05 TYPE: Poly Vinyl Chloride (PVC)Patio Door (OX) RATING: SGD-R35 95 x 79 Title of Test Results Overall Design Pressure 35 psf Operating Force 10 lb max. Air Infiltration 0.10 cfinl Water Resistance 6.0 psf Structural Test Pressure 52.5 psf Deglazing Passed Forced ELq Resistance Passed Reference should be made to Report No. 05-30116.02 for complete test specimen description and data. For ARCHITECTURAL fESTING, INC. ynn George, ffrofect Manager LG:tjp t i : ► Architectural Testing AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415-9403 Report No: 05-30116.02 Test Dates: 08/22/00 And: 11/30/00 Report Date: 01/10/01 Expiration Date: 08/22/04 Project Summary: Architectural Testing, Inc. (ATI) was contracted to witness performance tests on a Series/Model 06-05, PVC sliding glass door at the Simonton Windows facility located in Pennsboro, West Virginia. The sample tested successfully met the performance requirements for an S GD-R3 5 95 x 79 rating. Test specimen description and results are reported herein. Test Specification: The test specimen was evaluated .in accordance with AAMA/NVW rDA 101/I.S.2-97, Voluntary Specications for.Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 06-05 Type: PVC Sliding Glass Door (OX� Overall Size: 7' 11-1/4" wide by 67-1/2" high Operable Sash Size: 4' 0-1/4" wide by 6' 4-3/8"high Daylight Opening Size: 3' 7-5/8" wide by 5' 11-3/4" high Screen Size: 3' 11-1/2" wide by 6' 5-5/16" high Finish: All vinyl wg.-w ite. 130 Derry Court York, PA 17402-9405 I phone:717.764.7700 i 05-330116.02 Page 2 of 5 Test Specimen Description: (Continued) Glazing Details: The operable sash and fixed panel were exterior glazed with 3/4" thick sealed ft insulating glass fabricated from two 3/16" thick clear tempered sheets separated by a foam spacer system. The glass was set against 1/2" x 3/32" glazing tape and secured with snap-in dual durometer glazing beads. Weatherstripping: Descdptio Ouantiv Location 0.187' backed by 0.250" 2 Rows All rails, lock/handle stile high pile with center fin 0.187' backed by 0.250" 1 Row Each meeting stile high pile with center fin Frame Construction: The PVC.frame was assembled using mitered and welded corner construction. The fixed meeting stile was attached to the head and sill using two #8 x 2-1/2" long pan head screws per end. Rigid PVC snap-in, equal lite adapters were applied and sealed r to the head and sill of the fixed lite. A rigid PVC snap-in threshold was located at the exterior t of the head and sill at the operable panel. A rigid PVC snap-in roller track was applied at the ' sill screen track. An aluminum roller track with a stainless steel cap was located at the interior sill track. Sash Construction: The sash was assembled using mitered and welded corner construction. Screen Construction: The screen was constructed from extruded aluminum. The comers were square cut and secured with plastic corner keys. Fibermesh screen cloth was held-in-place with a flexible vinyl spline. Hardware: Despijptio Quanti Location Steel dual rollers . 2 Active panel bottom rail, 4" from end Adjustable mortise 1 Lock stile, lock and handle set approximately 40" from the sill Metal keeper 1 Lock jamb, approximately 40" from the sill Spring loaded 4 Top and bottom screen rails, adjustable roller - 4" from each end 4 . 05-30116.02 Page 3 of 5 Test Specimen Description: (Continued) Drainage: Description Quanti Location 1" wide by 3/16" 2 4-1/4" from each end of the exterior weepslot sill face 1-1/2" wide by 3/16" 2 Interior sill track exterior wall, weepslot one at each end 3/16" diameter holes 6 One at each end of the sill screen track, one at each end of the sill at fixed lite, and one at each end of the active panel bottom rail 1-1/4" wide by 3/16" 4 Two at each end of the sill high weepslot through the center intermediate legs 1-5/8" long by 0.250" 2 One at each end of the roller track deep weep notch 3/8" long by 1/8" 2 One at each end of the bottom rail wide weepslot glazing pocket Reinforcement: The lock stile contained a "U" shaped steel reinforcement measuring 1.070" x 1.260" x 0.060'% The fixed meeting stile contained a "U" shaped steel reinforcement measuring 1.394" x 1.437" x 0.060". The operable meeting stile contained a "U" shaped steel reinforcement measuring 1.079"x 1.437" x 0.060" (Simonton Code H-5). Installation: The unit was installed into a 2" x 10" wood buck constructed of SPF construction lumber. The head and jambs were secured through the nail fin using 1-1/4" long drywall screws spaced approximately 5" o.c. and sealed with a silicone caulking. The sill was set in a bed of silicone caulking and secured at the interior using a PVC buck clip fastened to the buck using 1-1/4" long screws spaced approximately 6" o.c. 05-30116.02 Page 4 of 5 Test Results: The results are tabulated as follows: Paragraph Title of Test-Test Method Results Allowed 2.2.19.5.1 Operating Force " Open 26 lbs 30lbs,max. In motion(opening) 9 lbs 20 lbs max. In motion(closing) 10 lbs 20 lbs max. 2.1.2 Air Infiltration(See Note#1) @ 1.56 psf(25 mph) 0.10 cfm/fI 0.3 cfm/ft2 max. Note 41: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWWDA 1011I.S. 2-97for air infiltration. 2.1.3 Water Resistance per ASTM E 547 (with and without screen) WTP=2.86 psf No leakage No leakage 2.1.4.2 Uniform Load Structural @ 22.5 psf(exterior) 0.018" 0.307"max. @ 22.5 psf(interior) 0.020" 0.307" max. 2.2.19.5.2 Deglazing Test per ASTM E 987' In operating direction at 70 lbs Meeting Stile 0.060"/12% 0.5001,/100% Handle Stile 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Top Rail 0.030"/6% 0.500"/100% Bottom Rail 0.030"/6% 0.500"/100% 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per ASTM F 842-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through A6 No entry No entry Lock Manipulation Test No entry No entry. Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) WTP =6.0 psf -No leakage No leakage 4.4.2 Uniform Load Structural per ASTiVi E 330 @ 52.5 psf(exterior) 0.191" 0.307" max. i @ 52.5 psf(interior) 0.214" 0.307" max. 05-30116.02 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by An for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: ynn Geor c A. warner Project Manager Executive Vice President LG:tjp 05-30116.02 1 'PSR-3444 DEPARTMENT Of BUILOINt CITYOF ATLANTIC BEACH PERMIT 'INI'ORMATION . . » .. - LOCATION INFORMATION i. ..w._ _..raw E'er' it Number, 156,81 Address: S TENTH STREET Pezmi t T%pe-REMODELING .ATLANTICSEAC'H . FLORIDA 32233 f Cl ass of W rk:REMODEL LEOAL DESCRIPTION' ,- C"ranstr. Tye: dC3(3$} FRAMEBelo Lit : Twp;; t} ' �INOLE FAMILY 2ng s 3 Pr posed, U Seatscnx CSubi Dwe11 mgrs : Q subdivision., Est, 'a1ue: 0 .00 I inti by. Cost : 6, 800 .D.Q Total Fees 67, S4 Aniount Date AW &{ ' 7 d to W$, ALIT} WINDOWS' - REFRAME, GLASS. HLOC.K RETILE ALCOVE/; Na y �.� I T -SD Addy; B F"LOR I DA 3 2 1 a iPhonm a ass"a x R -g,' R,�." a",+. e, I Na T E C OF JAC ItV I L149 81I t �xACrtoNOR I to 3 217 _ � fac.q 0 � 639 , ExP $ NOTES: j I NOTICE=INS PeCTIONS MUST BE REQUESTED AT i f%ST 24'HOURS PRIOI A TO INSPECTION t 9 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,ANp,MUST BE f CLEARED UP AND HAULED AWAY BY EITHER dONTRRCTOR OR OWNER i "FAILURE TO C©MPL.Y. , ITH THE MECHANICS' 'Lie LAW CAN RESULT �N THE PROPERTY OWNER PAYING TWICE FOR SUIL.�31NG IMPROV�M NTS." s� �'� SUED ACCORDING TO APPROVEO PLANS WHICH ARE PART OF' THIS PERMIT:AND SUBJECT TO'REVOCATION F'OA � VIC)LATIdN !='APPLICABLE PROVIIONS OF LAW. t I WROW, i ATLANTIC EACH,BUI'LDINCa "EPARTMENfi 11 ' ;l.k h .......... . 44 � April 12, 1996 Mr. Don Ford Building& Zoning City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Dear Don: In the past ten days I have had like kind repairs to my deck at my residence at 5 Tenth St. The deck repairs did not change the size of the deck or its location. It was suffering from oceanfront fatigue and needed to be fixed. Enclosed are some photos of the deck prior to the repairs. Thank you. Sincerely, Q {Y 1 Rich O'Brienin 0 1996 RO/msw Building vL enc. 4 f. r f`- 'i 7Q A 'a` z= Building and- ZOg'lfl °s CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r � INSPECTION EMAIL REQUEST: Buildin -dept `coab.us Application Number . . . . . 07-00000233 Date 3/06/07 Property Address . . . . . . 5 10TH ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------- --------------------------- Application desc replace 1 fixture ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- SMITH DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/02/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ., �f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD rJ =" ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Y„!, r Application Number . . . . . 05-00031803 Date 1/23/06 Property Address . . . . . . 5 10TH ST Tenant nbr, name . . . . . . ADD VINYL SIDING Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 13553 Owner Contractor ------------------------ ------------------------ SMITH, JOHN FLORIDA GEORGIA CONTRACTORS 11433 SAINTS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-7010 ----------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 150 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 13553 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150 . 00 150 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL BASIC RULE S OF VINYL SIDING APPLICATION App ROVED CITYBUIIDINGNOFFICEACH i JAN 2 3 2006 1. Fasten approximately in center of slot. 2. Do not fasten too tightly or too loosely. Allow 1/32" clearance be- tween the fastener head and the siding panel. 3. Do not face nail/staple. 4. Leave a minimum of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. When installing in tem- peratures below 32°F, increase minimum clearance to 3/8". 5. Do not force panels up or down when fastening in position. Allow them to hang without strain. &. Installed panel must move freely from side to side. 7. Do not caulk panels where they meet the receiver of inside corners, outside corners or J-trim. Do not caulk overlap joints. 3 I� --►� .-- 1/4"for expansion 4. INSIDE CORNER POST: The applica- 1 r4"space at top of wall tion of the inside corner post is the same as that for the outside corner post, and the same care should be used. BOTH TYPES OF CORNER POSTS are installed before the siding is applied. Having these items plumb is particularly important. Make certain the corner post is installed square. J.CHANNEL 5. WINDOW & DOOR TRIM f Trim BEND OVER J-channel is used around windows and 4s°CUT doors to receive siding. Side J-channel CUT APPROX. WIDTH members are cut longer than the height OF NAIL FLANGE of the window or door, and notched at the top as shown. Miter cut the free flange at a 450 angle and bend tab J CHANNEL down to provide flashing over side members. It is recommended to caulk around windows and doors before in- stalling trim pieces. Flashing To further prevent water from getting behind siding, a flashing piece is cut from coil stock and slipped under the base of the side J-channel members and positioned so as to lap over the top lock of the panel below (see sketch). 2 Flash around windows and doors as required. FLASHING 6. GABLE END TRIM Before applying siding, J-channel should be installed to receive siding at the gable ends. Where the left and right sections meet at the gable peak, let one of the sections butt into the peak with the other section overlapping. A miter cut is made on the face flange of this piece for better appearance. All old paint build-up should be removed be- fore installing J-channels. Fasten J-channel every 6" to 12". 14 SECTION 07464 MASTIC VINYL SIDING C Mastic Premium Siding BY ALCOA For best results, display hidden notes to specifier. PART 1 GENERAL 1.1 SECTION INCLUDES A. Solid vinyl siding. B. Solid vinyl soffit. C. Vented vinyl soffit. D. Vinyl trim. CITY 0 ATLANTIC BEACH 1.2 RELATED SECTIONS BUILDING OFFICE A. Section 06100- Rough Carpentry: Framing and Sheathing. JAN P B. Section 07260-Vapor Retarders. ;, C. Section 07900-Joint Sealers. 1.3 REFERENCES A. ASTM D 256-Standard Test Method for Determining the Pendulum Impact Resistance of Notched Specimens of Plastics. B. ASTM D 635-Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizontal Position. C. ASTM D 638-Standard Test Method for Tensile Properties of Plastics. D. ASTM D 648-Standard Test Method for Deflection Temperature of Plastics Under Flexural Load. E. ASTM D 696-Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between-30 Degrees C. and 30 Degrees C. F. ASTM D 1784 -Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. I 1_ 4 G. ASTM D 2843-Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics. H. ASTM D 3679-Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Siding. 1. ASTM D 4477-Standard Specification for Rigid Unplasticized Poly(Vinyl Chloride) (PVC) Soffit. J. ASTM E 84-Standard Test Method for Surface Burning Characteristics of Building Materials. K. ASTM E 119-Standard Test Methods for Fire Tests of Building Construction and Materials; 2000. L. UBC STD 26-9-Method of Test for the Evaluation of Flammability Characteristics of Exterior, Nonload-Bearing Wall Assemblies Containing Combustible Components Using the Intermediate-Scale, Multistory Test Apparatus; 1997. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's standard printed product data and installation instructions for specified vinyl products. C. Selection Samples: Submit color chips of manufacturer's full range of colors for Architect's selection. D. Verification Samples: Submit three samples, each 12 inches in length, of each specified vinyl product in specified color. E. Quality Assurance Submittals: Submit evidence of Code compliance specified in QUALITY ASSURANCE Article of this section. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Code compliance in accordance with the following: 1. BOCA. 2. ICSO. 3. Metropolitan Dade County, Florida. 4. BBA. 5. National Evaluation Service. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver vinyl products to project site in original packaging. B. Store vinyl siding products in original packaging, on flat surface under cover, stacked no more than 12 boxes high. Do not store in location where temperatures may exceed 130 degrees F. 1.7 WARRANTY A. Provide manufacturer's standard limited lifetime warranty. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Alcoa Home Exteriors, Inc., Omega Corporate Center, 1590 Omega Drive, Pittsburgh, PA 15205. Tel: (800)MASTIC6 or(800)627-8426. Email: alcoahomes@databanque.com. Website: www.mastic.com. B. Requests for substitutions will be considered in accordance with provisions of Section 01600. C. Substitutions: Not permitted. 2.2 MATERIALS A. Siding and Soffit-General Requirements: Polyvinyl chloride products with the following characteristics: 1. Siding: Comply with ASTM D 3679, Class 2. 2. PVC cell classification in accordance with ASTM D 1784: 13334. 3. Coefficient of linear expansion in accordance with ASTM D 696: 0.000029 inch per inch per degree F. 4. Tensile strength when tested in accordance with ASTM D 638: Minimum 7,100 pounds per square inch. 5. Modulus of elasticity when tested in accordance with ASTM D 638: Minimum 360,000 pounds per square inch, average. 6. Izod impact, standard 1/8 inch bar when tested in accordance with ASTM D 256: 3.30 foot-pounds per inch, average. 7. Shore D Hardness: Minimum 73. 8. Specific Gravity: Minimum 1.39. 9. Deflection temperature when tested in accordance with ASTM D 648: 170 degrees F, 264 pounds per square inch. 10. Smoke density rating when tested in accordance with ASTM D 2843: 48 percent, average. 11. Horizontal flammability, when tested in accordance with ASTM D 635: a. Bum distance: 20 mm. b. Burn time: Less than 5 seconds. 12. Surface burning characteristics when tested in accordance with ASTM E 84: Flame spread less than 20, fuel contribution 0, smoke density 400. 13. Fire Resistance-Siding: 1 hour, when tested in accordance with ASTM E 119,with siding applied over gypsum sheathing. 14. Flammability-Siding: Comply with requirements of UBC Std 26-9. B. Fasteners: Aluminum nails, alloy 5056 or 6110, having minimum tensile strength 63,000 pounds per square inch. C. Vapor Retarder: Specified in Section 07260. D. Joint Sealers: Specified in Section 07900. 2.3 VINYL SIDING AND TRIM A. Vinyl Siding Type— Quest3 Series. 1. Product Description: Double 4 profile, 8 inches exposure; nominal 0.044 inch material thickness; 12 feet 6 inch piece length. 2. Product Description: Double 5 profile, 10 inches exposure; nominal 0.044 inch material thickness; 12 foot piece length. 3. Product Description: Double 4-1/2 Dutch Lap profile, 9 inches exposure; nominal 0.044 inch material thickness; 12 feet 1 inch piece length. 4. Nailing Hem: Double layer, reinforced nail hem with elongated nailing holes 1 inch or 1-1/4 inches long at 1-5/8 inches on center. 5. Finish: Cedar woodgrain texture. 6. Color: As selected from manufacturer's full range of available colors. 7. Color: B. Vinyl Siding Type— Barkwood Siding. 1. Product Description: Double 4 profile, 8 inches exposure; nominal 0.048 inch material thickness; nominal 12 feet 6 inch piece length. 2. Product Description: Double 5 profile, 10 inches exposure; nominal 0.048 inch material thickness; nominal 12 feet piece length. 3. Product Description: Double 5 Dutch Lap profile, 10 inches exposure; nominal 0.048 inch material thickness; nominal 12 feet piece length. 4. Product Description: Triple 2-2/3 inches profile, 9 inches exposure, nominal 0.048 inch material thickness; nominal 12 feet 6 inch piece length. 5. Product Description: 8-inch profile, 8 inches exposure; nominal 0.048 inch material thickness; nominal 12 feet 6 inch piece length. 6. Barkwood Comer Post: 3-inch by 3-inch, 5/8 inch wide siding receiver. 7. Nailing Hem: Single-row, with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 8. Finish: Woodgrain texture. 9. Color: As selected from manufacturer's full range of available colors. 10. Color: C. Vinyl Siding Type— Carvedwood2 Siding. 1. Product Description: Double 4 profile, 8 inches exposure; nominal 0.042 inch material thickness; nominal 12 feet 6 inch piece length; smooth finish. 2. Product Description: Double 4 profile, 8 inches exposure; nominal 0.042 inch material thickness; nominal 12 feet 6 inch piece length; woodgrain finish. 3. Product Description: Double 4-1/2 Dutch Lap profile, 9 inches exposure; nominal 0.042 inch material thickness; nominal 12 feet 1 inch piece length; woodgrain finish. 4. Product Description: Double 5 profile, 10 inches exposure; nominal 0.042 inch material thickness; nominal 12 feet piece length; woodgrain finish. 5. Product Description: Triple 3 profile, 9 inches exposure; nominal 0.042 inch material thickness; nominal 12 feet 1 inch piece length; smooth finish. 6. Nailing Hem: Rolled,with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 7. Nailing Hem: Single-row, with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 8. Color: As selected from manufacturer's full range of available colors. 9. Color: D. Vinyl Siding Type! Brentwood Siding. 1. Product Description: Double 4 profile, 8 inches exposure; nominal 0.040 inch material thickness; nominal 12 feet 6 inch piece length. 2. Product Description: Double 4-1/2 inch Dutch Lap profile, 9 inches exposure; nominal 0.040 inch material thickness; nominal 12 feet 1 inch piece length. 3. Product Description: Double 5 profile, 10 inches exposure; nominal 0.040 inch material thickness; nominal 12 feet piece length. 4. Nailing Hem: Single-row, with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 5. Finish: Woodgrain texture. 6. Color: As selected from manufacturer's full range of available colors. 7. Color: E. Vinyl Trim: 1. Universal Outside Comer Post: 4 inches by 4 inches post, 3/4 inch wide siding recess; color. 2. Traditional Outside Corner Post with Foam Inserts: 5-1/2 inches by 5-1/2 inches post, 3/4 inch wide siding recess; color. 3. Fluted Outside Corner Post with Foam Inserts: 5-1/2 inches by 5-1/2 inches post, 3/4 inch wide siding recess; color. 4. Standard Inside Comer Post: 2 inches by 2 inches covered projection, 3/4 inch wide siding recess; color. 5. J-Trim: Channel, 1-1/2 inches nailing leg, 3/4 inch forward leg, 5/8 inch channel width; color. 6. J-Trim: Channel, 1-1/2 inches nailing leg, 3/4 inch forward leg, 7/8 inch channel width; color. 7. J-Trim: Channel, 1-1/2 inches nailing leg, 3/4 inch forward leg, 1-1/4 inch channel width; color. 8. Finishing Trim: 1-1/2 inches nailing leg, 3/4 inch forward leg; color. 9. Double Finish Trim: 1-1/2 inches nailing leg, 3/4 inch forward leg, double channel 7/8 inch total width; color. 10. Wide Window Casing: 3-1/2 inches nailing leg, 2-1/2 inch forward leg with 7/8 inch return; white color. 11. Wide Window Casing: 3-1/2 inches nailing leg, 2-1/2 inch forward leg with 1-1/4 inch return;white color. 12. Wide Window Casing: 3-1/2 inches nailing leg, 2-1/2 inch forward leg with 3/4 inch return; white, cameo, pebblestone clay, desert sand, and victorian grey color. 13. Starter Strip: Single-row nailing hem with elongated nailing holes 1-1/4 inches long 1- 5/8 inches on center, 1/4 inch base projection;white color. 14. Starter Strip: Single-row nailing hem with elongated nailing holes 1-1/4 inches long 1- 5/8 inches on center, 1-1/4 inch base projection; white color. 2.4 VINYL SOFFIT AND TRIM A. Vinyl Soffit Type_: Pro-Select Soffit. 1. Product Description: Double 5 V-groove profile, 10 inches exposure, 5/8 inch depth; nominal 0.046 inch material thickness; nominal 12 feet piece length. 2. Nailing Hem: Single-row, with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 3. Finish: Low-gloss brushed texture. 4. Color: As selected from manufacturer's full range of available colors. 5. Color: 6. Supply ventilating type soffit material having 1/8 inch diameter holes for 7.53 square inches free air space per square foot of soffit area. 7. Supply non-ventilating type soffit material. 8. Supply both ventilating type and non-ventilating type soffit materials to achieve indicated patterns. B. Vinyl Soffit Type— Pro-Tech Plus Soffit. 1. Product Description: Triple 4 V-groove profile, 12 inches exposure, 5/8 inch depth; nominal 0.040 inch material thickness; nominal 12 feet piece length. 2. Nailing Hem: Single-row,with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 3. Finish: Low-gloss matte texture. 4. Color: As selected from manufacturer's full range of available colors. 5. Color: 6. Supply ventilating type soffit material having 1/8 inch diameter holes for 5.87 square inches free air space per square foot of soffit area. 7. Supply center ventilating type soffit material having 1/8 inch diameter holes for 1.96 square inches free air space per square foot of soffit area. 8. Supply non-ventilating type soffit material. 9. Supply both ventilating type and non-ventilating type soffit materials to achieve indicated patterns. C. Vinyl Soffit Type Pro-Bead Soffit. 1. Product Description: Triple 2-213 Bead profile, 8 inches exposure, 3/8 inch depth; nominal 0.040 inch material thickness; nominal 12 feet 6 inches piece length. 2. Nailing Hem: Single-row, with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 3. Finish: Low-gloss matte texture. 4. Color: As selected from manufacturer's full range of available colors. 5. Color: 6. Supply ventilating type soffit material having concealed lanced openings for 1.54 square inches free air space per square foot of soffit area. 7. Supply non-ventilating type soffit material. 8. Supply both ventilating type and non-ventilating type soffit materials to achieve indicated patterns. D. Vinyl Soffit Type Universal Soffit. 1. Product Description: Triple 4 V-groove profile, 12 inches exposure, 1/2 inch depth; nominal 0.036 inch material thickness; nominal 12 feet piece length. 2. Nailing Hem: Single-row, with elongated nailing holes 1-1/4 inches long at 1-5/8 inches on center. 3. Finish: Low-gloss matte texture. 4. Color. As selected from manufacturer's full range of available colors. 5. Color: 6. Supply ventilating type soffit material having 1/8 inch diameter holes for 5.87 square inches free air space per square foot of soffit area. 7. Supply center ventilating type soffit material having 1/8 inch diameter holes for 1.96 square inches free air space per square foot of soffit area. 8. Supply non-ventilating type soffit material. 9. Supply both ventilating type and non-ventilating type soffit materials to achieve indicated patterns. E. Vinyl Trim: 1. Soffit J-Trim: Channel, 1-1/2 inches nailing leg, 3/4 inch forward leg, 1/2 inch channel width; color. 2. Soffit J-Trim: Channel, 1-1/2 inches nailing leg, 3/4 inch forward leg, 5/8 inch channel width; color. 3. T-Channel: 1-3/4 inches batten, 5/8 inch recess; color. 4. Frieze Runner F-Channel: color. 5. Pro-Bead Soffit J-Trim: Channel, 2-3/8 inch nailing leg, 1-3/8 inch forward leg, 3/8 inch channel width; color. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrate conditions before beginning installation of vinyl products; verify dimensions and acceptability of substrate. B. Do not proceed with installation of vinyl products until unacceptable conditions have been corrected. 3.2 INSTALLATION A. Installation of vapor retarder is specified in Section 07260. B. Install vinyl products in accordance with manufacturer's printed installation instructions. C. Attach vinyl products to substrate for weathertight installation; ensure that horizontal components are installed true to level, that vertical components are installed true to plumb. D. Installation of joint sealers is specified in Section 07900. 3.3 ADJUSTING AND CLEANING A. Clean dirt from surface of installed products, using mild soap and water. B. After completing installation of vinyl products, remove from project site excess materials and debris resulting from installation of vinyl products. END OF SECTION 0301 3 CEDAR DISCOVERY SIDING INSTALLATION The tough, long-lasting polypropylene construction of Cedar Discovery Siding will bring years of beauty to a home without the maintenance required with natural cedar. To avoid waste and make installation faster, please take a few minutes to read and understand these instructions. Tools Required Ga perature Nail Hole Nail Slot Gauge Right Alignment • Hammer • Chalk Line Left Alignment Line 0 • Pencil • Utility Knife Line"8" • Snips • Tape Measure Nail • Nail Slot Punch • Level Hem • Circular Saw with • Corrosion-Resistant 18-24 Tooth Siding Nails or Carbide Tipped Screws Blade (not reversed) Left Side Flange L Top Lock Bottom Lock IMPORTANT • A SOLID NAILABLE SHEATHING, SUCH AS ture should be checked when installing the first PLYWOOD OR OSB IS NECESSARY FOR A course of each new wall to determine the PROPER AND SECURE INSTALLATION. amount of panel overlap. As air temperature • PANELS MUST BE INSTALLED FROM RIGHT changes, it is NOT necessary to go back and TO LEFT. adjust the spacing of previously installed panels. • When nailing through slots, always nail in CEN- • Special thought should be taken to eliminate TER of slot. DO NOT NAIL TIGHT. Panels short pieces. must be able to move to allow for expansion and • Allow 1/4" clearance for all stops, such as contraction caused by temperature change. corner posts and J-channels. When installing • All panels (full and partial) must have the products in very cold temperatures (<40'), allow following nailing sequence: 3/8" clearance for expansion and contraction. 1. First, nail through center of Nail Slot at • In order to finish the wall without a short course the right end of panel. at the top, measure down from the soffit and adjust as needed. 2. Nail through center of Nail Slot toward the This product is for exterior use only, and should left end of panel. Note, Do NOT nail be installed on flat, vertical walls to maintain an through the far left nail slot. even appearance. It can be installed on mansard 3. Nail through center of the Nail Slot in roofs with a slope of 45/12 or greater (15-degree the Left Side Flange. angle or less). See Mansard Roof Installation 4. Nail through Nail Hole (NOT Nail Slot) at Instructions. the center of panel. 5. For maximum wind load nail through center Maintenance of Nail Slots every 8". To clean, use mild soap with warm hwater to • Panels should be acclimated to air temperature remove dirt, dust o�l4u "Jr4r IV BEACHmay by placing them in the general work area at collect from time to MING OFFICE least one hour prior to installation. Air tempera- Product should not be aNnteed. A 3 2006 F1_1 By: LSit- CEDAR DISCOVERY INSTALLATION Starter Strip & Accessory Installation • Snap a chalk line on all walls to align the top edge of the starter strip (or J-channel). Chalk • Installation of starter strip (or J-channel) Line 1�2 and panels should begin on the lowest wall. • Install starter strip (or J-channel) along ® o the chalk line, nailing in nail slots to allow for penetration into solid wood. Wood strip- ping may be required to accomplish this. Nail every 6-8". DO NOT NAIL TIGHT. 3�a" • To allow for movement, install starter strip Figure 1 (or J-channel) 1/2" from corner post (see Figure 1). • Install all accessories including J-channel, N2 N4 N1 corners, etc. Note: accessories must have 3/4" receiver. • Hang corner post 3/4" below bottom of starter strip or J-channel (see Figure 1). NAILING PROCEDURES N3 NOTE: Be sure panel is pulled up. Figure 2 Do not nail tight. • All panels (full and partial) must have the following nailing sequence: (see Figure 2-3). Nail Through N4 Center of Slots 1. First, nail through center of Nail Slot at Every 8" the right end of panel. (See "N1"). 2. Nail through center of Nail Slot toward o O the left end of panel. (See "N2"). Note: Do NOT nail through the far left nail slot. 3. Nail through center of the Nail Slot in the Left Side Flange. (See "N3"). 4. Nail through Nail Hole (NOT Nail Slot) Figure 3 at the center of panel. (See "N4"). NOTE: For full panels, center hole is marked 5. For maximum wind load nail through on nail hem (see Figure 3). For cut panels, center of Nail Slots every 8". measure to locate center point on nail hem. , , so-u ti�. aye CEDAR DISCOVERY INSTALLATION First Course NOTE: PANELS MUST BE INSTALLED FROM a RIGHT TO LEFT. a. Cut the first panel at"A" (see Figure 4). NOTE: To allow for panel movement due to temperature changes, always allow 914"into any corner post, J-channel, or other"stop". b. Engage and hold Bottom Lock firmly into Starter Strip. Nail according to "NAILING PROCEDURES." Figure 4 c. Slide the next panel into position. The top half of the panel, except the Nail Hem, slides under, and the bottom half slides over the previous panel. The Nail Hem will be on top of the previous panel (Figure 5). Refer to chart for overlap amount (Figure 6). ` O NOTE: The amount of panel overlap is important and varies depending on air temper- ature. Check and monitor air temperature when installing the first course on each new wall. See chart for amount of overlap (see Figure 6). Figure 5 d. Nail according to "NAILING PROCEDURES." Air Tare 20 30 40 50 80 70 80 90 100 e. Install additional full panels, repeating Steps b-d. re a* 1/2 3/8 1/4 1/8 0 Parcel Overlap Figure 6 continued on next page F3 CEDAR DISCOVERY INSTALLATION Last Panel on Each Course • Measure the distance from the correct line on B c the temperature Gauge into the corner post, less 1/4" (see "A" on Figure 7). • Cut off left end of panel (see "B"on Figure 7). 11 A.Measure Distance • Engage lock into starter strip or continuous into Corner Post lock of previous course, pull up tight and nail according to "NAILING PROCEDURES." Installation Tip: Panels will flex to allow 1�a^Clearance installation. To minimize waste, cut pieces Figure 7 can be used as starter pieces on other walls. Second Course (and all subsequent courses) NOTE: Temperature Gauge is only used for installation of the first course. For 2nd and c B subsequent courses, align Left Side Flange :, with Left "8"or Right "0"Alignment Line of pre- vious course, according to instructions. This will automatically adjust for temperature changes. Do NOT adjust temperature gauge Alignm Alignmeht, A.Measure Distance ' on panels after 1st course is complete "except Line For New Even Course when adjusting panels for windows or last panel at each course". 9 1 14�t 114"Clearance Second Course (and all even courses) Figure 8 a. Measure the distance from the Left Alignment Line "8" of the panel below into the corner post or J-channel, less 1/4" (see Left Side Flange "A"on Figure 8). d b. Measure from the Left Side Flange of panel LEFT Alignment Line and cut to this length (see"B" on Figure 8). (of course Below) c. Align Left Side Flange with Left Alignment — `_ o Line "8" of the course below (see Figure 9). d. Engage lock securely into continuous top lock of course below (see Figure 11). Figure 9 continued on next page CEDAR DISCOVERY INSTALLATION Second Course (and all even courses) continued e. Pull up tight and nail according to "NAILING PROCEDURES." f. Continue installing full panels in the course, following Steps c-e. Make sure to align Left c Side Flange of each panel with LEFT B Alignment Line "8" of the course below. RIGHT g. To finish course, refer to previous section Alignment A.Measure Distance "0" titled "Last Panel on Each Course". Line For New Odd Course 1/4"Clearance Third Course (and all odd courses) a. Measure the distance from the RIGHT Figure 10 Alignment Line "0" of the second panel below into the corner post, less 1/4" (see "A" on Figure 10). b. Measure from the Left Side Flange of panel and cut to this length (see "B" on Figure 10). C. Engage lock securely into continuous top lock of course below. (see Figure 11). d. Align left Side Flange with RIGHT Alignment Line "0" of the course below Figure 11 (see Figure 12). e. Pull up tight and nail according to Left Side Flange "NAILING PROCEDURES." RIGHT Alignment Line f. Continue installing full panels in the course, (of Course Below) following Steps c-d above. Make sure to o a o align Left Side Flange of each panel with RIGHT Alignment Line "0" of the course below (see Figure 12). g. To finish course, refer to previous section titled "Last Panel on Each Course". Figure 12 continued on next page CEDAR DISCOVERY INSTALLATION Securing Panels Around Windows • Measure and cut panels around windows, allowing 1/4" into all J-channels for J-Channel movement. (see FIGURE 13). • Make sure to install water diverters at the 1/4" Water bottom corners of the window (refer to Basic Diverter window Accessory Installation Section "Installing Sill J-Channel, Flex-J and Flashing"). Nail as Shown, Furring if 16"on Center • Use a nail slot punch to create nail slots Required (if Needed) every 8" on the cut edge of the panel. • Furr as needed. Figure 13 • As an option a double utility trim can be used in conjunction with a snaplock punch. • Slide panel into J-channel. • Pull up tight and nail according to "NAILING PROCEDURES"(J-channel must conceal nail-heads). Installation Tip: A nail set can be used to ease installation. Installing Final Course NOTE:A crown molding, J-channel or wide Wide Window Snap-in Crown Snap-in Crown window casing can be used in eaves and Casing Trim and Mount and Mount with J-Channel gables to receive the final course (see Figure 14). • Measure the required width for last course J-Channel less 1/4" to allow for panel movement. • Cut panel height as required. 1/a•' • Punch nail slots every 8". • Nail through center of slots. Nail as shown, Furring if 8"on Center Required (Required) NOTE: Furring may also be required. Figure 14 F r CEDAR DISCOVERY INSTALLATION Installing Above Horizontal Siding Options for transition include: • Starter Strip "CDSS" with Drip Cap (see Figure 15). starter strip (CDss) 1/2" /Drip Cap Figure 15 • Field-formed T-Channel (see Figure 16). 1/4" -Channel Figure 16 • Alcoa lineals "LIN504" or LIN354" (see Figure 17). 1/4" Lineal Figure 17 continued on next page F7 CEDAR DISCOVERY INSTALLATION Mansard Roof Installation Instructions • Cedar Discovery can only be installed on mansard roofs with a slope of 45112 or 30 lb. Less than 151 greater (15-degree angle or less). It must be 6"Minimum (Greater than attached with standard siding nails into a Felt Overlap 45112 Slope) solid wood substrate. • The sheathing must be covered with either: — 1 layer 30 Ib. roofing felt with a 6" minimum horizontal and vertical laps. —2 layer 15 Ib. roofing felt (see Figure 18). Figure 18 •A field formed flashing must be installed at the bottom of the mansard. This can also be the cap for the soffit. The flashing should go1,} up the roof a minimum of at least 4". " (See Figure 19). Flashing g Minimum u Figure 19 •The Cedar Discovery starter strip should be installed onto the flashing. Follow the standard installation guidelines. starter strip (see Figure 20). lashIng Figure 20 continued on next page CEDAR DISCOVERY INSTALLATION Mansard Roof Installation Instructions • Install any 314" corner post system at all transitions. The bottom of these corner posts should be closed off by bending flaps Miter as shown (see Figure 21). 1.. ..- " dose Corner Post Bottom Figure 21 • Install all Cedar Discovery courses cutting Follow Standard Installation the last course as required. Slot nail holes Guidelines to Cut,Slot and and nail into top of mansard following stan- mail Last course dard installation guidelines for last panel installation (see Figure 22). d s Figure 22 • Form a cap from trim sheet that will cover the top of the mansard and come down to Use Trim Sheet to Form Cap. Install to Cover Nails Holding cover the nails that are holding the last Last Course of Cedar Discovery. course of Cedar Discovery. It is recom- mended that this flashing be installed under the top roofing or behind the sidewall sys- tem (see Figure 23). Figure 23 CEDAR DISCOVERY INSTALLATION Replacing A Damaged Panel • To repair or replace a damaged panel, unlock panel above the damaged panel in order to expose nail hem of damaged panel. NOTE. This can be done by either pulling out at bottom lock with your hand, or using a Hook L======C= & Cotter Pin Puller Tool(NAPA Auto Parts No. 3470 or equivalent) (see Figure 24). • Remove nails from damaged panel, and unlock from previous course. Figure 24 (see Figure 25). • Install replacement panel by locking into course below, then nailing according to "NAILING PROCEDURES". • Using a Hook& Cotter Pin Puller Tool (NAPA Auto Parts No. 3470 or equiva- lent), start at the left end of the panel, and begin locking the panel above to the new installed panel (see Figure 26). NOTE: For best results, engage 3"4"of lock at a time, continuing from left to right along Figure 25 the length of the panel. Figure 26 Fl-61 i CEDAR DISCOVERY INSTALLATION Compensating for Lumber Shrinkage Lumber Shrinkage is a term used to describe a condition that may possibly cause Cedar Discovery to become unlocked. In new construction applications, when sheet rock or drywall is applied after the Cedar Discovery product has been installed, the added weight can cause compression of the studs (shrinkage), and force the product to unlock. This will generally occur at the "band board"(floor joist) in a two-story construction, or at the starting course on a single-story home. A modified Vinyl Repair Shrink Clip (VRSC) can assist in repairing Cedar Discovery panels that have become unlocked due to these cir- cumstances. (see Figure 27). Figure 27 NOTE: The Shrink Clip is modified by removing the return leg (radius) at the bottom of VRSC product. (See Figure 28). Remove Return Leg Figure 28 Snap modified vinyl repair shrink clip (VRSC) into the top lock of the panel beneath the panel that has become unlocked. Use one (1) shrink clip for each Cedar Discovery panel. (see Figure 29). Figure 29 continued on next page 11 CEDAR DISCOVERY INSTALLATION Compensating for Lumber Shrinkage - continued • Once shrink clip has been snapped in place (see Figure 30), re-engage the unlocked Cedar Discovery panel by using a Hook & Cotter Pin Puller Tool (NAPA Auto Parts No. 3470 or equivalent) (see Figure 30). Refer to section titled "Replacing a Damaged Panel"for locking procedure. Figure 30 • The panel should be secure, and from a distance, appear just as it did when first installed. (see Figure 31). Figure 31 12 CEDAR DISCOVERY INSTALLATION Converting Standard Starter Strip (VSS12NS) 1. Insert Starter Strip (VSSI2NS) in brake and flatten return leg. 2. Measure 9/16" from bottom edge of Starter Strip. 9116" 3. Position in brake at 9/16" mark and bend so return is parallel with nail strip. NOTE: Please be sure the VSS 12NS is broken straight the entire length to ensure proper alignment of the first course. 13 Ci (.411 T)I,,t:tyvt-ly 811611"'It- Siding" Mastic Ced,11.I h"k-Awcu 8hin-1,io,sjciiiig is manulaoturccl t)y- Alu-oa flume F1.0cimi.s.In;. Corporair CrI11t-1, 15911()[1 lega I)rive Ili m7.1-1111"71 I.,AIA IS'.-?fh Tldl-Free: (900)MASTIC6 Mastic ("cdat Discovery Shingle Sl(kil", is(ICSIF)IC(I for use: in rcsidetlli;41 mid ligla wilullclulal applivitl lulms,C.'edal Disvoycly Iltovides lite look of,wood -41illgde%,13111 does Ilot tequire like trinintenance.whidi is c(,)lijni(ijj PART 1: (;FINER,11., 1.1.Slff-r[ON INC1,17DES A kigid Polypropyleticti1441-ng 1.2 QUAIJI.Y.ASSUMNCE A. I ccimical Data:(7mhar Di'gavtay sWilgic siding, 1(,) A,.-,]'.N4 Mum test proccdutc-,i,i.ixect.5,(.it* the 1,011(m illy;),rojwrtics.*5 (NI'llcd bv the llatiollal.CMIC bmilts. �. Rnmi Rq(e,. AS I'M DWS% 1 1) Inchm'minute — NliIIJ1111ull Self 1911itim, I-Q-tillmp al lirv, ,:;TM D1929 673 F 3. Minimum Mm.;b-Ignition 1'empenture, AST.M.14.9219 661 F 4 Flialle Spirml mid Smoke ASTTVI F214— Flatm. 150 sn-loke,Ito 5. Windload, ASTM D5206 - 90 PSF 180 MMI APPROVED CITY OF ATLANTIC BEPCK BUILDING OFFICE JAN 2 3 2096 AN 03 2 0 0 0 14 .3 8 4 1 11!84 1! 30 Pa ac Z abed gc:cl gooz,vo mvfl I hwolvij,hus bvwi fuvt(:(.I pv I .4s IA.1 '06, standurd(smi mvihod fiw tvindlryutl reO-vitmet, PVC, THInig. Chork ivzth)our local hinhinig inspectm,finv windload re(pirements in your ilrea. 11, Important fire Safety ,Rigid I.A.Ilylplul'yle.11r.'60111J."Is made I'mm orp.miic tilawriels mid will Illell or burn when vxp(isml to A sipnifit kint swoon of tj.jmt-m he-,,ii Pr..�Iwrry viwijvn�,sivit.t.41A.11111 lIkIlM,111110 SIR)III41 hr haloilf.ir r%fill tile perIblillaiwe characleiislies cif indedwynkeiki maleiiak. Fw Illaximlif)l satety, kin&Tlaynicrit rvau-,rialn tire recominvii(IcA. Normal lvrecautimt7,u.)prorecr edged polyprol)3-Im building Ilialuml."born source=s of Fire should bi. taken.Buibec-un,aud combustibIc niaWrivk,such a:i dry IIIUICII and trash."11vuld bt:kept away ficim polypippylle.m.railing. 1.3 STORAGE, AND HANDLING Pefiver nf,;jd polypropyle=ne siding produm.to jxhjcct lite of Ont.1111111 packaging C., Li. �lurc rigid �ttrfac•r.111ACT COVCT,stacked no more than 12 I)o-Kes high. 60 not store in locittou wbcyc.tunIxTaturcs may C.xCCCd 1-10 degi-Ces K 1.3 W A R R it N-TY A. 1114MIr Ccdar Discovery Shingle 1.4lding has a Mastic VA P, Lifetime. Imilitcd Warmly ( rinmilt nmml product waminry Cor complete C.0VVI:lf9(,cletaik, PART 2: PRODUCTS 2.1 NIANITIAC"TURERS A. A.1coaflonic Center, 15900inegaDri.xv,Pil(-sbuigh,PA 15205: Pli;(800)INIAST"IC6, LZ POLITHOPYLE.N.F.,SJDnG VANTIS A.Cedar I llv;covej y Pr(-lection Shm� .!I( 1. ~tyle: Doublv 7 inch profile; Id inch exposure 2 .13%ttt DilixtuRni: VI inch 1,unwill.67-1/), inches -4 Nail Ilt-til. (.'011tl[)UOLJ.I,Imking Twil lic.ni JAN 0:1,2000 4 1.'.�84 /(;I:iO -i efiva LE:CI 900Z'60 KVr ti. fhicknrs�;:uomiuul.08U inehry 6. Matcrtal. Poiypropylt w- f.t'ithm. White,Catnco.Classic t.'rcam.l)45t:r1 Sand.Harbor c:lcy,F'clrhl4;f,ruc Clay,P►nc NmIle,Viclurian Utcy,Sawimil, wid wicker Li. CWar Discovery ltali'Rrtrnrds 1. Slyly:D u file Rnund(-,-1/4 melt prolilw, 12 11`2 inch ex)mv%mrr H1111 Dimop.,U6xt: %'a inch a 1...6tl"th: 1-,lr•1 l.(le.ltr,;. .1, Nail Harr::C oWi(.tuimb locking nail hent 3. Tbir.kness: Norymuil .080 itichus b, Matcrial: Nnlyprethylaur 1. ('olor White,('ainvo,( 1astiir C'rcam, jh,,ccn tiJatld,"arhm Otey, Pr:l,hlmc.nte Cay,Pir►c Nvedir, sawmill,Vie:twian(irry,am)wickci U.Cedar Otseovsry Ha.tid 5p1_it Shake Sbingle 1. Sfylr• I►nuhle 9..i!$ inch proal, 1"4 t114 1n.clt expwrrry Mat t tinlr.rtnt<.at 7/fi inch 1, Length 6'1.3/11 tn¢hcn a. Nail Hunt (70110111tuou:i locking trail hem ►. 'I'll 1,E7 .F.s: Nor-611x) .11"40 I n•.ht , r.. J413lc1-3al: Polypr(+trylr..ne 7, (:ulr�r: t�'hlte,(::1111vo,Classi.e:('calm,Drsol Saud. Harbor, (irc\. Pcbbkmone t 11y.Sitwrrlill,Vic.tortan Otuv,Wicket, ;`,mcrk:att�Mall. Natural( edar,anal Timber Some D. Acurssurics:Mastio mcmillsourcs siding acci'sw ics which art-compatible lith 0-dal j.tisoc-e:y Shur7idc S'Jdinc stylrs iuid culors,Acot!ssory pcodurts me utlt-intitalltttxm cot►1lltnwojtt .windt.)Nv and tither Libit, window nwj CVrltea liiwila%:11-1e:l ejrc<!lytlrvc tttoleiiry�ti. ,;AN Ci,;!006 14:3e1 412184'101.111 t, 1 aj5va L£:£i 900Z'b0 uvr ... . ....... PAR"l.'3. VNECUTION 4.1 CNAMINATION A E'NaIllillk;NIII)SLIatc conditions befoie bv.p:,imWg installatiun ul'i igid polyptopyluile products; va-ify dMicusions and auccptability of B. IN)11(it prkn.,:re(I with hvilmllation of rigid polypropy1c.,ic Ininhios-until unacc cr tali le ccindifi,nwInvu N.-ev conected. 3.2 INSMALT-ATION A.Compictc instnictions kn-irritallmr,Cedar hoco"TTy Shingle Sidin-al-V 3VAdable.Please review this infortnation.prior to installation.It contain:; importwit installation rcquircint-jils. A 1 1. .0 , -TLTwjj'ING, AND CLEANING. A. Mastic.Cedar J liscover-y is Ifirtlially maintenance free, with a wash clean sm 1ACv. arld 1011- tasting color that effillinater,tile Beed k)v painting. P-noted cart and maimmanct: i.nStfuctimisave availublu oil requesi. It. After completing installation cit'rigid 1)(Aypropylu)tle pi-oducts,remove konj 1)3.()l cl "i1c cXccss uliaul O.F.and dcbris resulting,Froti.).imNlallation 01'rigid pk)I-q)topvlcnc A N w 4,21)0(, I Z : SI-) 1112.81-10130 LC:EI 900Z't0 NKr 4 4- Alcoa vial sidin!7, jud '-kkoa Ak,mimi'll .1114 itknCt mrat or mcul the Howhy;codc alqivvu6: 0 Mccd dic ldluwinz code wpuw& ILILMIjUl liml Couiv.1 V.1 ix- of Vimklmg-Ofivxil- k 117TO) R.-v-ri too. 147:7, - Ifuttim.4ts(in-d f!nnte-rence Of bmldiri�( (It.4,1L,)ii HqWMNO • Mt!fvjltlhl-vl.-; 1).,dr CounrT (Flu.) N'!'lld of Ruk..;'Ind Ajlj,CA' ACC'e�Mftce 02 0120.02 \I-Jl,4l-.4hMl Dide f...jurity " St:lvlc.L:NE.F.633 ict, !tel k.i,vi Suite rit Hs)ruln "-)I-i (ziding,) Smtr pt lloi.-Lda 253 i 0 atyvi Flurklu 2659 1 Wing) of Yloti,b IlAl Ct,utlt.-O kit DqllhIl),k.! I.IAK Kliddlei.-I �Arkfp Woykrivoi Mill Kr:ad 5A14 '_Uilv Whitur-ii,CA 90601 F-As cjmhj,W 2201 f 364691041 1.-1,13 3 WT liv t TAN I q j y, 4 1284 10 1 AU Pago C 9 abed LVCl 900Z'VO MW CITY OF ATLANTIC BEACH Cc: D. Ford BUILDING /ZONING DEPARTMENT i ins rye �� 800 Seminole Road r r Atlantic Beach,Florida 32233 (904)247-5800 -= (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # &�- - 3/fa �J Property Address: S LQ n' JT/ff� G Applicant: Project: V iV T7 rmit application has been: Approved Reviewed and the following items need r v r n f `f v�- 77 Please re-submit your application when these items have been completed. Reviewed By: Date: 44g� _ Date Contractor Notified: (AX46 lIgl0 & CITY OF ATLANTIC BEACH Cc: BUILDING/ ZONING DEPARTMENT D. Ford . i ins l " 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coabms PLAN REVIEW COMMENTS Permit Application # &�-- Property Address: ,& TH . JTIEt G Applicant: TA �3rin e 1-7r) Project: / �zj�/ This permit application as een: fi F-1 Approved C� Reviewed and the following items need attention: come I Q,S a J Sol)Ott' c t — c _ { 1' �t 6-r o u--f dS )-le- A-57h- 7 cie, _ t2s _ Please re-submit your application when these items have been completed. Reviewed By: U, Date: Date Contractor Notified: T 'd 9b99-LI2-tr06 no 4oeao otiuetld jo RITO e6c :OT SO 91 oaa Florida Building Code, 2004 Complete Collection 1405.13 Vinyl siding. Vinyl siding conforming to the requirements of this section and complying with ASTM D 3679 shall be permitted on exterior walls of buildings of Type V construction located in areas where the basic wind speed specified in Chapter 16 does not exceed 100 miles per hour 461.km/h) and mg i ua o 40 feet (12 192 mm) in Exposure C. Where 4 nstruction is located in areas where the basic wind speed exceeds 100 miles per hour(161 CM1h), or building heights are in excess of 40 feet (12 192 mm), tuts or calculations indicating mpliance with Chapter 16 shall be submitted. Vinyl siding shall be secured to the building so to provide weather protection for the exterior walls of the building. i" s LAS . International Code Council, Inc. ■ ■ ■ ■ l CITY OF ATLANTIC BEACH pJ 11 i aj'. ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ® Telephone: (904)247-5800 Fax: (904)247-5845 ■ http://ci.atiantic- eac.h.fl.us FAX To: K_`E'i1ti� Fax#: From: bui 1 n tp±.— Date: Pages: Re: y " " ' ❑ Urgent IV/For Review ❑ Please Reply Notes: o e -ro r ov U '1D \6nl'A-( KQ FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 09 2006 12:26PM P2 .1{1 ida Building Code Online Page 1 of 3 s µ 's u Overview h loduvw:turcn orgmuzomn Product SPmOl pficalion vldF9'.4iIM+^.Al:t.Z-Vez— d:E'ft Aff'C2PiO'ec, ^r"::.:..`.::::.``PiCIl,3fiuini?iiil.'•i(:�:tid'-'.',alancv�tlP..r.�'.nn.aiQannT,d,f'.',hP?�.)lll.�iiii•?.,••;. ilser: Public User -Not Amclated with Organicaticm- Need 11elp? Application#; 1115546 Date Submitted: 0913(1/2005 Code Version: 2004 Product Mamifacturer: Alcoa Home Exteriors,Inc. Addre:,55/Phone/email: Z600 Campbell Road Sidney,Of 145365 (937)498-6720 Category: Panel Was Subcategory: Siding Evaluation Method: Evaluation Report from n Product Evahiatinn Entity t ' Referenced Standards from the Florida Building Code: 5sctiou S,_r arcl ear i. STM L)- (101. 679 Paragraph 171ori(hi 2004 1404.9 Building APPROVED Code PTLCI BUILDING ACH OFFICE Evaluation E•nJAN 2 3 2000 ICC Evaluation Service, Inc, Quality Assurance Entity: V`k Architectural Testing,111C. Validation Entity: RADCO,INC:. Authorized Sibmature: Alan Haying alan.hoyingi~a)al coa.com Evaluation/Test Repurt5 Uploaded: P,Tl)y554LL_CQ FS V1NYJ_..,pdf L.N. /I........ Ll J ir+ CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION S� (ALTERATIONS/ADDITIONS) Y I Date: 2 2/05 Job Address: O T' t 's -� Owner of Property:? jO �� jM,t Address: -K S � Telephone: Legal Description: Block Number: Lot Number:� _Zoning District: Contractor: Q IVA State License Number:G �(Dc) Contractor's Address: l m ,3 ,�G„ d,�5 12 Telephone: 2 0 If"C yl— 7610 Fax: cf d CO y aV 1_ n6 Describe proposed use and work to be done #46 `) JI 2.6f n�i ' n 0 �y0©Gf r e—O&M inex Present use of land or building(s): res 10�e�17�1 Valuation of proposed construction: f3 ,;53.00 What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:36AM P1 FLORIDA GEORGIA CONTRACTORS, INC. 11433 SAINTS ROAD JACKSONVILLE, FLORIDA 322-4" CERTIFIED CONTRACTOP 7 et. Date: Is cFaj 1# A47- :S'F'As- W ■ o mail t crotal 'Sheeti qucludimg COover . . . . . . . . . . . Alcoa vinyl siding and accessories Alcoa aluminum siding and accessories meet meet or exceed the following code approvals: or exceed the following code approvals: • International Conference of Building Officials (ICBG) • International Conference Report No. 1478 of Building Officials (ICBG) Report No. 1478 • Metropolitan Dade County (Fla.) Board of Rules and Appeals Acceptance No. 02-0220.02 • Metropolitan Dade County (Fla.) Board of Rules and Appeals Acceptance No. 01-1025.03 • ICC Evaluation Service NER-638 • ICC Evaluation Service NER-638 • State of Florida 2515 (siding) • State of Florida 1621 (soffit) • State of Florida 2537 (Structure) • State of Florida 2659 (siding) • State of Florida 2641 (soffit) • State of Florida 2641 (soffit) i( International Converence Council of American of Building Officials Building Officials 5360 Workman Mill Road 5203 Leesburg Pike,Suite 708 Whittier,CA 90601 Falls Church, VA 22041 562/699-0541 703/931-4533 OFNCCAMAP P0501/C0501 ERTIFICATION 0 CONFORMANCE ALCOA* VINYL SIDING AND SOFFIT Alcoa stie siding panels are designed for use in residential For Grand Sierra®cedar colors and Quest"cedar colors,**Kynar 500*has and light commercial applications• been formulated into a film,which becomes an integral part of an exclusive FINISH layering process. Alcoa/Mastic vinyl siding and soffit are produced from PVC compound With the combination layers of cedar graining and shading,and a Kynar using high quality materials and standards.Close control of color and 500 finish,Grand Sierra cedar colors and Quest cedar colors are resistant gloss is maintained to provide for an attractive,weatherable surface. to the effects of sun,wind,temperature extremes and environmental Textured vinyl panels are uniformly embossed to provide an attractive Pollutants. woodgrain pattern. The film finish system exhibits no cracking,blistering,corrosion or loss of adhesion when subjected to extreme test cycles of cold,heat,acid rain and humidity.Test results are available upon request. SIDING FIRE-RESISTANCE RATINGS Structure(Vinyl) .046"nominal ASTM E84 Grand Siena* .046"nominal Flame spread less than 20 MANUFACTURING PHYSICALS Liberty Elite* .048"nominal Fuel contribution 0 Solid vinyl siding,soffit and accessories are Silhouette Classic' .044"nominal Smoke density 400 extruded polyvinyl chloride(PVC)compound Charleston Beaded'Traditional .046"nominal Structure flame spread 45 as defined in ASTM D3679,"Standard Charleston Beaded"Contemporary.044"nominal ASTM D635 Specification for PVC Siding."The cell Meadowbrook* .042"nominal Avg.time of burning less than 5 sec. classification as defined by ASTM D1784 is Mill Creek* .040"nominal 13344-B.Alcoa PVC resin meets or exceeds Td •M * Avg.length of burning 20mm raearkc the properties g •040 nominal Note:No self-sustained burning occurred. as listed here: T-lok*Barkwood* .048"nominal Tensile strength(�)n 7,100-7,600 QUESTS Series .044"nominal STM D2843(U.B.C.#S#52-2)Carvedwood2* .042"nominal Smoke density 48 Tensile modulus(psi) 360,000-400,000 Brentwood* .040"nominal ASTM E-119 Specific gravity 1.39-1.49 1-hour firewall,Standard Test method Hardness(Shore D) 76±3 SOFFIT for Fire Tests of Building Construction Heat deflection Ventura'" .044"nominal and Materials under load 264 psi 170°F pro-Bead* .040"nominal UBC 26-9 Izod impact strength Pro-Tech Plus* .040"nominal Intermediate-Scale Multistory Fire Test (ft-lbs/in.of notch) 3.3 Pro-Select" 046"nominal RELEVANT STANDARDS/CODES Chemical resistance Excellent Coefficient of Trade•Markcg .040"nominal Alcoa vinyl siding and soffit products meet or expansion(in./in.m 2.9(73.7)x 10`s Universal .036"nominal exceed the following industry standards and/or R-Valve 3.8(Structure) SOFFIT VENTILATION AREA building code approvals: Water absorption 0.5%(Structure) Ventura' 9.19 sq.in. Standards and Codes Report# Water diffusion 0.5(Structure) Free air space area sq.in./sq.ft.: ASTM C1363 Impact resistance 175 in.lbs.(Structure) Pro-Bead' 1.54 sq.in. ASTM C272 Sound transmission class 18(Structure) Pro-Tech Plus* 5.87 sq.in. ASTM D2843 STC wall system 38(Structure) Pro-Selects 7.53 sq.in. (U.B.C.#52-2) THICKNESS Trade•MarkcO 7.53 sq.in. ASTM D3679 All Alcoa/Mastic vinyl siding and soffit panels Universal 5.87 sq.in. ASTM D4226 exceed requirements per ASTM D635 ASTM D3679 section 4.2. ASTM E84 ASTM E90 ASTM E96 ICBG 1478 ICC Evaluation Service NER-638 WARRANTY Metro Dade 02.0220.02 Alcoa Home Exteriors,Inc.backs its vinyl siding and soffit with an Alcoa Medallion or Mastic V.I.P. State of Florida 2515 Lifetime-Limited Warranty that the product is free from manufacturing defects when installed State of Florida 2537 according to the manufacturer's specifications.This warranty includes hail coverage.When the State of Florida 2641 property is owned by other than an individual(s),such as in the case of a corporation,etc.,the Texas State Board warranty period shall be 50 years from the original date of installation.Many products also include of Insurance Ruling EC-27 hail coverage.Consult actual product warranty certificates for complete coverage details. *All data are applicable to both Alcoa and Mastic brand name vinyl siding products. **Kynar 500 is a registered trademark of Elf Atochem North America,Inc. GFNCVINYCC P0501/C0501 FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:37AM P4 EDAR DISCOVERY SIDING INSTALLATION i8stough, long-lasting polypropylene construction of Cedar oiscovery Siding will bring years of uty to a home without the maintenance required with natural cedar.e instructions.void waste and make Installation faster, please take a few minutes to read and understand . Tools Required Temperature Nail Hole Nall Slot Right Alignment • ammer • Chalk Line Loft Alignment Line"0" • encil • Utility Knife Line"B" • nips • Tape Measure Nail • ail Slot Punch • Level Hem • ircular Saw with • Corrosion-Resistant 8-24 Tooth Siding Nails or arbide Tipped Screws lade (not reversed) Left Side Flange Top Lock Bottom Lock I PORTANT A SOLID NAILABLE SHEATHING, SUCH AS tura should be checked when installing the first PLYWOOD OR OSB IS NECESSARY FOR A course of each new wall to determine the PROPER AND SECURE INSTALLATION. amount of panel overlap. As air temperature • PANELS MUST BE INSTALLED FROM RIGHT changes, it is NOT necessary to go back and TO LEFT. adjust the spacing of previously installed panels. • When nailing through slots, always nail in CEN- • Special thought should be taken to eliminate TER of slot. DO NOT NAIL TIGHT. Panels short pieces. must be able to move to allow for expansion and • Allow 1/4"clearance for all stops, such as contraction caused by temperature change. corner posts and .1-channels. When installing • All panels (full and partial) must have the products in very cold temparstures(00"), allow following nailing sequence: 3/8" clearance for expansion and contraction. 1. First, nail through center of Nail Slot at • In order to finish the wall without a short course the right end of panel, at tho top, measure down from the soffit and adjust as needed. 2. Nail through center of Nail Slot toward the . This product is for exterior use only, and should left and of panel. Note. Do NOT nail be installed on flat, vertical walls to maintain on through the far left nail slot. even appearance. it can be installed on mansard 3. Nail through center of the Nail Slot in roofs with a slope of 45/12 or greater (15-degree the Left Side Flange. angle or lass). See Mansard Roof Installation 4. Nail through Nail Hole (NOT Nail Slot) at Instructions. the center of panel 5. For maximum wind load nail through center Maintenance of Nail Slots every 8". • To clean, use mild soap with warm water to • Panels should be acclimated to air temperature remove dirt, dust or surface stains that may by placing them In the general work area at collect from time to time. least one hour prior to installation. Air tempera- • Product should not be painted. a . FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:37AM P5 EDAR DISCOVERY INSTALLATION ` . . S arter Strip & Accessory Installation • nap a chalk line on all walls to align the p edge of the starter strip (or J-channel). Chalk • nstallation of starter strip (or J-channel) ` Line 112" nd panels should begin on the lowest wall. • nstall starter strip (or J-channel) along he chalk line, nailing in nail slots to allow or penetration into solid wood. Wood strip- ing may be required to accomplish this. ail every 6-8". DO NOT NAIL TIGHT. 314" • o allow for movement, install starter strip Figure 1 or J-channel) 1/2"from corner post see Figure 1). _ • nstall all accessories including J-channel, NZ No N� ornery, etc. Note: accessories must have /4" receiver. • ang corner post 3/4" below bottom of tarter strip or J-channel (see Figure 1). AILING PROCEDURES N3 TE: Be sure panel is pulled up. Figure 2 not nail tight • All panels (full and partial) must have the following nailing sequence: (acre Figure 2-3). Nail Through 1. First, nail through center of Nail Slot at Ni caEve ryr 8" nota •• the right end of panel. (See"N1"). 2. Nail through center of Nail Slot toward the left end of panel. (See"N2"). Note: :. , K::.�,,.y.. .:....:.......:..,,..,.,.,.:'.. ,...,,,.. ......v. Do NOT nail through the lar left nail slot. r 3. Nail through center of the Nail Slot in tho Left Side Flange. (See "N3"). 4. Nail through Nail Hole (NOT Nail Slot) Figure 3 at the center of panel. (See "N4"). NOTE: For full panels, center hole is marked S. For maximum wind load nail through on nail hem (see Figure 3). For cut panels, center of Nail Slots every 8". measure to locate center point on nail hem. L- _.l FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:37AM P6 EDAR DISCOVERY INSTALLATION Fi st Course N TE: PANELS MUST BE INSTALLED FROM A R/ HT TO LEFT. a, Cut the first panel at"A" (see Figure 4). NOTE.To allow Or panel movement due to temperature changes, always allow lW into any comer post, d-channel, or other"stop" i b. Engage and hold Bottom Lock firmly into Starter Strip. Nail according to "NAILING PROCEDURES." Figure 4 c. Slide the next panel into position. The top half of the panel, except the Nail Hem, slides under, and the bottom half slides over the previous panel. The Nail Hem will be on top of the previous panel (Figure 5). Refer to chart for overlap amount (Figure 6). TE: The amount of panel overlap is i portant and varies depending on air temper- a re. Check and monitor air temperature en Installing the ftrst course on each new IL See chart for amount of overlap Figure 5 ( e Figure 6). d Nail according to "NAILING PROCEDURES.►. AN T3O4.0 60 so in so go im e Install additional full panels, repeating Steps b-d. 1/z 3!5 114 118 0 •own�p - . sH.T,M�jr `+?ti,'�,r:+.',. '^+:_'' %•tit. . Figure 6 continued on next page FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:38AM P7 DAR DISCOVERY INSTALLATION L st Panel on Each Course • easure the distance from the correct line on e c e temperature Gauge into the corner post, -• • —� ss 1/4" (see "A" on Figure 7). • ut off lett and of panel (see "8"on Figure 7). i A.Measure Distance • ngage lock into starter strip or continuous into corner Post ock of previous course, pull up tight and nail c cording to "NAILING PROCEDURES." nstallation Tip: Panels will flex to allow 1114"clearance nstallation. To minimize waste, cut pieces Figure 7 n be used as starter pieces on other walls. cond Course (and all subsequent courses) TE: Temperature Gauge is only used for i tallation of the first course. For 2nd and c e s bsequent courses, align Left Side Flange Left"B"or Right 10"Alignment Line of pre- v s course, according to instrucdons. This IT I automatically adjust for temperature c angel. Do NOT adjust temperature gauge LeFr •.' Augnmenc, a.Measure stane"eLine panels after 1st course is complete xcept For Now Even Coise -010 ' .., an adjusting panels for windows or last p no/at each course" h 1/ "Cicerance Second CQUISe (and all even courses) Figure 8 a Measure the distance from the Left Alignment Line "8"of the panel helow into the corner post or J-channel, less 1/4" (see Left Side Flange "A"on Figure 8). Measure from the Left Side Flange of panel LEFT Alignment Line and cut to this length (see"B" on Figure 8). (of Course Below) Align Left Side Flange with Left Alignment . -T- . :.............:...._,..... ............ .. ... ... ... Line "V"of the course below (see Figure 9). Engage lock securely into continuous top lock of course below (see Figure 11). Figure 9 continueld on next page I ,Figure FROM :FL GA CONTRACTORS FAX N0. :904 642 9156 Jan. 17 2006 10:38AM P8 •A Ht'k •�}al .�AY N dj_ DAR DISCOVERY INSTALLATION 75f Second Course (and all even courses)continued e. Dull up tight and nail according to 'NAILING PROCEDURES." f. ontinue installing full panels in the course, Ilowing Steps c-e. Make sure to align Left c a ide Flange of each panel with LEFT Ignment Line "8"of the course below. tj RIGHT g. o finish course, refer to previous section Alignment A.Measure Distance itled "Last Panel on Each Course". Line"o" For New Odd Course ' � L+� Iserance ird Course (and all odd courses) Figure 1 O a. Measure the distance from the RIGHT Alignment Line "0"of the second panel below into the comer post, less 1/4" (see "A"on Figure 10). b Measure from the Left Side Flange of panel and cut to this length (see "S" on Figure 10). c Engage lock securely into continuous top lock of course below. (see Figure 11). d Align left Side Flange with RIGHT Figure 11 Alignment Line "0" of the course below (see Figure 12). Left Side Flange e Pull up tight and nail according to "NA►L►NG PROCEDURES." RIGHT Alignment Line (of course Below) f. Continue installing full panels in the course, following Steps c-d above. Make sure to c align Left Side Flange of each panel with RIGHT Alignment Line "0" of the course below (see Figure 12). . To finish course, refer to previous section titled "Last Panel on Each Course". Figure 12 continued on next page 15-1U FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:38AM P9 •A DAR DISCOVERY INSTALLATION Scuring Panels Around Windows • easure and cut panels around windows, . ,sr Ilowing 1/4" into all J-channels for J-Channel ovement. (see FIGURE 13). • ake sure to install water diverters at the �"" ottom corners of the window (refer to Basic ollverrtter window ccessory Installation Section "Installing �y Bill -Channel, Flex-J and Flashing"). all as Shown., Furring N 16"on Center • se a nail slot punch to create nail slots Required (tf Needed) very 8" on the cut edge of the panel. • urr as needed. Figure 13 • s an option a double utility trim can be sed in conjunction with a snaplock punch. • 311de panel into J-channel. • ull up tight and nail according to `NAILING PROCEDURES"(J-channel must conceal nail-heads). Ir stailation TIp: A nail set can be used to e se installation. I staNing Fina! Course TE:A crown molding, J-channel or wide wide window snap4n Grown Snap-in crown ndow casing can be used in eaves and casing Trim and Mount and Mount with J-Channel tiles to receive the final course ee Figure 14). • Measure the required width for last course J-cnannei less 1/4"to allow for panel movement. • Cut panel height as required. 1,� / • Punch nail slots every W. Y Nall as Shown, • Nail through center of slots. Furring If 81,on center Required (Required) DTE: Furring may also be required. Figure 114 I.- WWW . 411 c 0 a fit: siding HOMb LX I'L I 110M, Cedar PI!-covery Shilis-le~idiot-,Is mjt1ktjFmhtrt-t1 b.% Alcoa Home F.-acli4wi.IIIc. Omega Corpoolle("t-fittr 090()nvega Drive ['I I fsbi irvii,PA I i20) Voll 1-fec' i SOO J NIA.S.0't, E' maiL alcoallommi,i,Ablab"11111410 COM Mamie-Crdar Discovoly Shingle Siding;is(lesignt:4) fill tISC III R-Sidelffial and ITlit ' mllticr+All applIC-ItIOWL provide.s the look ohN ood sjIjr)plcs, but W-11 NqUile the III11iIItCIIa1)c-v %%hich i!,-waininn to-wfx)d. f,,NRI' I: CENERAL I A- SEX"TION INCLUDES A Rigid 1.2 Qu.u.ay %ssu#—%,Nc-k As*INf fl;ujjk.je,, 'I pitievilurrs,meet;(it,vxg-.Pedz the t�illiry 111x(l,fpl+etrhr< :r5 it4juirtj by 11jr ovitloijal cotle.hudie.�� I, 1441111 R%41,AM NI 1.1f)15-- 1.1>ulche-'Amnlik -'.—Nlitiimurn M S'I'M D 19.'9 F 1-lash-11"1111-jon Tolyciatmv., ASTNI DlQ29 4 I'lat"':SPI"(1 3116 SD'Qkc 1 vNv1vp:(L AqTV 1.94 fIxtic 1,5USIrook-c 710 -I. W Imllisad, ASTM i):)—Io x() psl, I sf,) N,11,1 I Chlicga colpolate Cericer 1.590 Drive ISM I AW.W0 A971 EjEC: 23,200'j 1.':47 i abed zs:Z1 GOOZIEZ Osa ,vismLhird fem nwillotl fiw m-Indlow)resivilinf-1,e.) 1-1,01 TIVC' Vding. Cherk with 3 our locaf budding inspector.for. Ivindload il?.Your art-'a. 11, 11111-mm-tant Firc Safctv 111fixiiiatiom Rqgid Imlyptopyle.m!siding is madtt Imm jtIft.1 %%,Pit Isl(-11 or bum%he-T)rxposed ti);I sojt.wr'.t.& flame vi htni Vr')PrI-Ty $fill h1q6tilemulct,jwrVm.111140 Aloold I'v hamular a�ItIA(lie perfimlialwe Ch"ifacmisfic's of lmdelLlymew nufferi;41'.Firr maximum safety, non-oornIMAthle tMICTlaynnnt matcrials are reconmuni&d, Normal 1"eCIRLI 10M 10 t)Mrect iigid polyprory1mc bumlingnuuma In b cm sourms of firc slmuld Ix takca.ljzivbecucs uy'l.6 cumbustibic matcl-I'lls,such as Lby muleh mid imsh, .,hvuld bi;kpi awav from Imlypi-opylem ri(liug. 13 Df:I.,IVFRV,S-I'ORAGE, ANT) HANDLING A. Pefiver nj-,id polypropylerw riding product7,to jxv),Icct;IItC JD 01VIIIIII packagin- I 1.3. Sloiv ligid polypropyltllt.Pfuduc'us in tl6gilial un it'll Sul fhc c:111ndeT COVCT,stacked no more than 12 boxes,high, Do not stone m lociTI.Pu wb(w tcril.wraturcs may c.xcecd 1-10 dcgi-Ces V' 1.4 WARRANTY A. \414 A Ic Discovery Shin Zip S1 di ng has a Mastic V.I P. I-i fe,n y ne 1.1 uni tct I Warralliv ( nn-ailt actual Product warl-Inty 1'eir 4.omplctc vowlape dvmfls PART 2: PRODIA."I'S 2.1 NIANUFAC"I'URERS A. Acceptal-AvNILMU fild 1ATT: Mwi Hoax Ex ta iVns IJitv,.0111%:,,i:a CulpolUW 41-'Cllt"' I r)!)I) r'*'Xt!r 1'iW.A3urgh,PA 15205; T111,(Soo)IVLS1'IC6' website. LZ POLYI'IKOT'N*t.V..N.V SIDING PAWLS A.Cedar I hcc.uvrr y Pri-lection.Shingle Sidiiig I Nrylv: Doub1t,7 mch profile, 14 inch exposure Butt Dill-len-:ion: VI inch *1 U.-tigth.67-10 inclivs Jjt-(u, U0110HUOUN IoAiW4 T1411 110III JAN W ,2006 1,1:-38 abled L£:Cl 900H MVV' w)jjj.v..CaInco,Classic!Cream,Use rl Sand,Harbor Orcy,fldlivlcaime Clay,Piric NC.Ckllc,VICIE)f ikm GICY,sawall 11, and 'A icker C'War Discovery half (si iyitk I. �;tyjv-,0()jjjijc Roimcl ts-I/.;Mcli I)roliR,, 12 1`,!mc h exi.4 mip r Mutt t ilittu`tt+iuzl', inch 3 Leup .. gfli: ',I-V-1 ini,l tc-j 4. Nad Hew- Cooti i.ju,mb locking rvii I hen) 5. Thickness: Norrlio:il 080111chu5 0, Material: Potyplopylt-.11F. ,White,Carwo, ("rCaIll, rx-.,j(-.jj Sand,Hurbot (itoy, PehblvHtujltl Clay,Pim: Nvedir, 1*4awmill,ViLJOTIMI(iTTY,W)d WiVkA;j. C.Cudw-Discovery Hwid 5pbf Shake Shingle I. Style- Orwhie 9-3/9 inch I'm-oftle, I-S 1/4 Ilm;h t.�xpo-jlrrr Hutt Oinwwoow 7/F inch Lent!.th e"l-A"d Inchen a. Nail Hen,- C.'oohmtou5 locking iiail hem I NorriTinj (),& jjjvhrj G. Matv.nal: Polypropy1v ne 7. (Ailor: White,Camw.Clas51,'. I.k., ;;tj C'JItILi. 141trNII. (ll-C\. PebbIcstone(Ity. Sawmill,Vi4�tOITIITI Glt2v.W.icl.ef Natural ( edai,arikI Titobvr Slone, AcurssorteN,Mtstjo,manillacturcs siding accessoric %flicharr'umilidlibIc with ce(fiff aud cullori,f%cvt!ssovv pooducts Incluth.j1p,4311.1tioll COTI")IIV311s,wjidty%v and door t,in, window nold QLq-1 ICI Jjjj(!,jjj,:jr141 deL(Ij'tI(oCcthyldir,y ,. ,:AN Ni,:!006 14:39 41284'101 iU ei5va LC:ET 900Z'b0 MVf PIRT 3: EXEC UT10N 11 CNANHNATUA A. J)ef,)je lee ?.111Sti.111atiun diigid polyplopyleliv vciffy dimcwjionsand R. Do 11ot prouced with ill"t,,jilation of rivid polypropyhnic I'modilt-Is milil ullueccptaiWe Conditi.4-Inq hxvc-heat corromd. 3.1 INSTALT ATION A.CorT,ku instnictions kyr irritalling Ced, plcasc.,J-etiew Oli.%into urate p6or to wMalMou It conhdwi il)SU113,110t)MilliTC111101tS. A. NIA.slie Cedar Discovery k virtu ally ninitilenarice fref-, with a warh ON"sill f:cv And 101-ig I'mfing cuiol-that elitrlin rtes thc need kyr paiming. 11ni3ted care and maintuml)CO insuuctimis are avajjaj)jv on requesI. 13. After completing installation of rigid polyprupylvne products,remove fivil Vrcijcct sic cxcms iwam%and dcbhs nalAtM9 frott),imstall-Itioll of Tl!,'.id P01YOUPYIC11C JI(OdUct�;. 030! OAN w 2 nO C I Z: I Y 41AH110130 poge I) Spa LUS 4002%C Mvlr L.tw)II .1 M1.11114 A1111 MrS or 47=01 the foRaning codc alliv), codu;Wpulvm;: ]ERMILito lu;d 0.m1rIr.Ii"x of Fuildmg,Ofit,xll, k f47 , J,itcmotwnal A)( C)f kjjl(:and Appt.,A!, 02 D220.02 EvdUM 0.41 51--1 VIL.I!NFT,633 • SElw tit Hi"rilk ?,l', (;Iding) Sc4tr ot Houdi 2-'d 4' (SLIULI.T.11 k:) Slato ofFlo6du 2659 Whwj� YkO!,b )(Al Klllhho.i-;i)fiLc WOTIM-i..11) Mill K,7:;It�j Whittmtr,CA 90601 FAt",OMW No%AS I 7JI93 b 113 3 k ,TAN 14;J 4 L284 0 1 T) Pago 9 abed LGH 900MO a a BASIC RULES OF VINYL SIDING APPLICATION 1. Fasten approximately in center of slot. 2. Do not fasten too tightly or too loosely. Allow 1/32" clearance be- tween the fastener head and the siding panel. 3. Do not face nail/staple. 4. Leave a minimum of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. When installing in tem- peratures below 32°F, increase minimum clearance to 3/8". 5. Do not force panels up or down when fastening in position. Allow them to hang without strain. 6. Installed panel must move freely from side to side. 7. Do not caulk panels where they meet the receiver of inside corners, outside corners or Prim. Do not caulk overlap joints. 3 —►� -•—1/4"for expansion J 4. INSIDE CORNER POST: The applica- tion of the inside corner post is the 1 r4"space at top of wall same as that for the outside corner post, and the same care should be used. BOTH TYPES OF CORNER POSTS are installed before the siding is applied. Having these items plumb is particularly important. Make certain the corner post is installed square. J-CHANNEL 5. WINDOW & DOOR TRIM ` Trim BEND OVER J-channel is used around windows and 45°CUT doors to receive siding. Side J-channel CUT APPROX. WIDTH members are cut longer than the height OF NAIL FLANGE of the window or door, and notched at the top as shown. Miter cut the free flange at a 45° angle and bend tab J-CHANNEL down to provide flashing over side members. It is recommended to caulk around windows and doors before in- stalling trim pieces. Flashing To further prevent water from getting behind siding, a flashing piece is cut s from coil stock and slipped under the base of the side J-channel members , and positioned so as to lap over the top ` lock of the panel below (see sketch). 2" Flash around windows and doors as required. FLASHING 6. GABLE END TRIM Before applying siding, J-channel should be installed to receive siding at the gable ends. Where the left and right sections meet at the gable peak, let one of the sections butt into the peak with the other section overlapping. A miter cut is made on the face flange of this piece for better appearance. All old paint build-up should be removed be- e fore installing J-channels. Fasten J-channel every 6" to 12". 14 + FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Jan. 17 2006 10:36AM P3 Florida Building Code,2004 Complete Collection 1406.13 Vinyl aiding. Vinyl siding conforming to the requirements of this section and complying with ASTM 0 3679 shall be permitted on exterlorwalis of buildings of Type V construction located in areas where the basic wind speed specified In Chapter 16 does not exceed100 mi'es or hour -169.. m/h) and i 40 f"(12 192 mm)in Exposure C.Where`'~ ction is located in areas where the basic wind speed exceeds 100 miles per hour(161 km/h),or building heights am in excess of 40 feet(12 192 mm), twits or calculations Indicating compliance with Chapter 16 shag be submitted. Vinyl siding shall be secured to the building so as to provide wes Char protection for the exterior wells of the.building. 4� IL 'Ty . 5 rAW lL F S s ��E C L 1�g/ s •�`• •� 'tib� �s�-�- -{--�,�,•j L44- t f(o t06- a International Code Council. Inc. s'd Shes-L*Z-*QG he 4000a ctauetsd jo Rsto dsT %co so ti uvr NO 0 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00031929 Date 1/05/06 Property Address . . . . . . 5 10TH ST Tenant nbr, name . . . . . . REPLCE METER CAN Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -- - - ---- - --- - -- - -- --- -- --- -- - --- --- -------- ---- SMITH, JOHN BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 -- - - ------------------------------------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------- -- ----- - ---------- ------ ---- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 City of Atlantic Beach CWTOMER RECEIPT *** Oper: IT" Type: OC Drawer: 1 Date: /85/86 81 Receipt no: 22987 Descri ion Quantity Amount 31929 BP Bt1ILDINB PERMITS $78.88 Tender detail 21406 $78.88 Totallttendered $78.88 Total payment $78.88 Trans date: 1/85/86 Time: 9:84:47 WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING OFFICIAL CITY OF ATLANTIC BEACH � ' ELECTRICAL PERMIT APPLICATION Y` Date: Property Address: Owner: . Telephone #:_1 - " Contractor: C.i., C Telephone #:G�y �f � ' C =� Contractor Address: 42 ..�31 .,.L�t �� ) �..�t:..�` Fax #: i 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 ordinance and standards of good practice Usted therein. Building: Building Type: ❑ Trailer Service: If other consaucuoo is ❑ New ❑ Residence ❑ Temp. ❑ New being dome on this building 3'" Old ❑ Commercial ❑ Signs ❑ Increase or�,�ber:budding Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ALLrNIINtJM Switch or RACE BreakerAMPS PH W VOLT WAY i Existing Service ` Zia RACE Size AMPS &)d PH 1 W VOLT WAY 2_, i Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 In AMPS IWAIA71S Switches Lncandescent Fluorescent & Fixed 1 0.100 AMPS OVER BELL Appliances I TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V V Transformers NO. KVA NO. KVA No.Neon Transf. Ea. Si Miscellaneous 800 Seminole Road - Atlantic each, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904) 247-5845 - http://www.ci.atiantic-beach.il.us CI7;Y OF ATLANTIC BEACH `S N , s f PUBLIC UTILITIES DEPARTMENT r 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us ! PLAN REVIEW COMMENTS Permit Application # a 0- , ) Property Address: 51 U ' Applicant: JDhn � _ Project: H 4' 1 — Ct Your application is approved as noted by the Public Utilities Department. (, Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. 1f you have any questions,please call (904)247-5834. Reviewe44y Donna Kaluzni Public Utilities Director Date 0{� Signature Contractor Notified Date ". 1, CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: PLEASE SUBMIT(3)COMPLETE SETS Old- .LANS.WITH APPLICATION. Job Address: �CE Al 79 S r Owner's Name:-4 /V/ U Z2�. S n7„t','7-1q Address:_. 7-F N T/-/ S'7` Phone: 2e 54 �o 3 - 3 y 0 9 Legal Description: Block Number: Lot Number. Zoning District: Fence Contractor: ��} ' i1� Address: Phone: City: State: Zip: p Fax: Type offence and materials to be used: 1T:rnct dG +l Valuation Of Fence: ❑Interior Lot Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required?f!_Q If yes,please submit with this application. Tree Protection: ONO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two rimes each month. 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. I. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: MailingAddress: -5- ��7l �l -:57- Phone: /e 5/ 17l e-:� - 39o,9 Fax: E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ci.atiantic-beach.fLus Page 1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: 7-- Q 4 AS TO OWNER: Sworn to and subscribed before me this i day of ,20 State of Florida,County of Duval .a CU�t" Notary's Signator -Ute of FFMaw PUM E>�Fab 2d,2010 F1 Personally known L t_ • M ©--�Produced identificati 52 ? q Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 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 • http:llwww.ei.atlantic-beach.fl.us Page 2 Revised 3/04104 S la ► 9 5• NZ, y �./Oto"33 '24'vr/ ' .. �� \ UZI ' ! YSE, � a N r i S o3`30- � s C y f t i t � n • 111 --- � -,-.. .. , �, •( t Lam,.. i \ p,.f t ,,...'` L LLLL !! , owl ' Hit ' c 1,lll 1 0 .- r (IIIlllilill111� 1I , a. t f" !t, KSS I , Scalloped Acket&Semi Pnvacy K16 C A E.loseci Mcket ,�11111t�it�tt t t Ott tlil ii' tlitEli�fi�f» trn 3....4n...... nm�mai tiro �rurrm � 1([tl►I►r1► t tttfllli�Il ��• `.° ; IE.�11�11�11 1111 �T It �>�� .��I IIII�,`'1�I a4� In Jill 11 r y , c; T� 1 K25 Closed OmamentEd CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 - — (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: �� /L)th ff Applicant: Project: l SIJ Q l �_1,Y I ( l Th n)+m i 4 ' Y tl ) Your application is approved as noted by the Public Works Department. Final application approval must coarse from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)2475834. Reviewed y Carper, P.L., Public Works Director Q Date Signature Contractor Notified Date CITY OF ATLANTIC BEACH 3, " FENCE PERMIT APPLICATION Date: PLEASE SUBMIT(3)COMPLETE SETS OF PLANS.WITH APPLICATION. Job Address: n5 :EE AJ S T: Owner's Name: 11A1 r—jq Address:_ S 7-�E N T/-/ S7" Phone: 5110 yo 3 - 3 y o .9 Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: � `�✓� Address: Phone: City: State: Zip: �/� Fax: r �-ry i a b Type of fence and materials to be used: 1 Bice 1pdC. —n in .oyj Valuation Of Fence: g .0 v ❑Interior Lot tr!Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required?S/6 If yes,please submit with this application. Tree Protection: Q NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: p" ,y, 5/"z i V Mailing Address: S T,�Al l/ ST � Phone: /e O-:;r - 3�z o 9 Fax: E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fag: (904)247-5845 - http://www.ei.atiantic-beach.l.us Page 1 Revised 3/04/04 I hereby'certify that I have read and examined this application and attached documentation 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: e-5 7— b AS TO OWNER: Sworn to and subscribed before me this 1 1 day of ( ,20 State of Florida,County of Duval Notary's Signatur -lS"d FW& � Feb�,2Qt0 ❑ Personally known •* M523638 [}--Produced identificati 0o"° 0q qpm. Type of identification produced �4:.:�`�r Horded Natic"'s► �-- Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 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 • Fag: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 3104104 .. 4 i%�>,M Q�:f .si:� �Y'yys' ..�MiC .Y �?.: ,c�0�f�3:i'�' �±+e""P^`W.T•C•l��i�`S`�SJ '*l�^} i�. f IV r � i n ♦♦♦ V Ivd••� 1 -77 /4.3' -- -f3�ccovy__- ► i s (� `I f S 705 c i s i f .A .•• Cs s s:. � 1. I ��i��f r r :;i` I r.-� •r E i I I f��I� j�� ,j4, � �'� II - 1111�III w. ••-• �• x ' 7 MINOWIM t! K58 Scall oped Picket&Semi Privacy K16 Closet!Picket N fi F u ,i .. K25 Closed Omamental �,I,,, CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT 880 Seminole Road . r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PUBLIC SAFETY PLAN REVIEW COMMENTS Permit Application # (Q —�r 19S Property Address: n /Dqq� Applicant: J 1l � f f h Project: `t/ Q ef, L 1, ce, D) 1 , This permit application has been: Approved ❑ Reviewed and the following items need attention: r Please re-submit your application when these items have been completed. Reviewed By: Date: 'r �x_c, ; zc�,•F,;kr- CITY OF ATLANTIC BEACH 3 FENCE PERMIT APPLICATION if F:r f Date: 4. 1-1. W PLEASE SUBMIT(3)COMP4..ETE SET.fiO"LAr.(S_,WIT(II APPLICATION. Job Address:_-57 ;C-EA-17:9 S7- Owner's TOwner's Name: -:r6 IVAI fV .5 6r7 X 7-1V Address: S 7`F—hl 7-/-/ -7— / Phone: 2e - 3 9110 JCS Legal Description: Block Number: l Lot Number: / � � Zoning District: Fence Contractor: � Address: Phone: City: State: Zip: Fax: Type offence and materials to be used: Valuation Of Fence: g�;Lw. ❑Interior Lot 9 Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? fV 6 If yes,please submit with this application. 'free Protection: ONO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: r! //l/ __Si?'�R? Mailing Address: Phone: 3�4 o,9 Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 • http://www.ci.atiantic-beach.fLus Page 1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation 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�provisiops 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: �— AS TO OWNER: Sworn to and subscribed before me this `'t k day of Op r( ,20 State of Florida,County of Duval Notary's Signator K.CUFINtNGI±tAM WWY pUM-So*of Floes ❑ Personally known mon ExpW a Feb 0 � �'� Produced identificati#EM)523M Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 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 • http://www.cLatiantic-beach.fl.us Page 2 Revised 3/04/04 rs.�mt.A. •. },.�"�.'vr,�an!.,4 Y�?4* @,;:. "ki:' i-c'c ,.ZfJ,+�••u:r�4..b1'u"�`,.s`�'$, s�ti11y`.'.�. �nt,, .. .. L ` I •\t{)wy . 1 �fst r,7o5. �'T,G.dt✓TlC p t� 1 t t Aslomi{( ' a d gam . � lily 1 q� - h • ,r '6 it i. i } t ? f { KS8 •• Scalloped Picket&Semi Privacy K16 . .Closed ticker �yt��t��C�tlliilld111111! �t111111�"11filEtiillill�il�11llt1It111�lfit111tIR�mtnm�m��tnimnn�«n ,� � ��►�lltliilll It1fI11N1�1`� � 7 F Y A., m S . w c t # q i v t� s _ alp K25 Closed Ornamental www '(rS�1t1,rJ�i. CITY OF ATLANTIC BEACH Cc: r T`' BUILDING /ZONING DEPARTMENT D. Ford P P�800 Seminole Road L. DoHiger s Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # l (Q =� Property Address: n / Applicant: a h n M Project: Mee 1 ' cei This pe application has been: Approved Reviewed and the following items need attention: Please re-submit yourp)' tion when these items have been completed. r/ Reviewed By: Date: a 'y Date Contractor Notified: f "}` `� CITY OF ATLANTIC BEACH "j . 2006 FENCE PERMIT APPLICATION �_/� f / Date: PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: ^7 ;rE A] $ T' Owner's Name:'®IVAI m Address: �j ]�,E N7'/4 .S77" Phone: SO_1/ J Legal Description: Block Number: f z Lot Number: / Zoning District: Fence Contractor: Address: Phone: City: State: Zip: _ Fax: Type of fence and materials to beused: kq a �'_TMCf_ .,aC+bn Ld V inu I n i t �i 4 ' in .0-yi Valuation Of Fence: _ C -W.O C7 ❑ Interior Lot F0 Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required?_^Q If yes,please submit with this application. Tree Protection: ONO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: z!e " z-/ -5-1"z i f1 Mailing Address: S 7' All ll -s7- Phone: 7-- Phone: '/e 5/ Al O - 35,z 09 Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 1 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ei.atiantic-beach.n.us Revised 3/04/04 I hereby certify that I have read'and examined this application and attached documentation 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: _Date: 7— 7-- Q (� AS TO OWNER: Sworn to and subscribed before me this f ` day of Q�r( ,20 State of Florida,County of Duval Notary's Signatur _ ....." K.CUNNI VP P •.,, tiftq p�. OI fiDlf� ❑ Personally known Cwn COMM"E# [ —Produced identificati • C ^ /W Type of identification produced 5�3D4e.Q8`�"o oo� o Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of >20 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 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 r � Si � c'c+wCRETE• -- ------- A a d City of Atlant Beach !Manning and Zonino Department This approval verifies compliance with applicable zoning, subdivision and other local land development regulations, but doss not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirement r mug be v*dW by signature of the City of Man* SMA permt P 7a:ana o1 s .c } /IpprarM� �J'�Wauan z a�La'u?g i ,i I � I I` � aP ILL —��LL.1 _�a_ �_� , �� . At 4Np_1Y. WA - 9. Y L 11 � wrlefff �� M'�5��•. A �`� itill�il a l IIi I�I�� I W' 11 iilll)l .11 zip i 161014:4 10+l ras>n Fc T 4 e,. 7 � j' K58 A Scalloped Picket&Semi Privacy K A Closed Picket IEEE ! It 4 R , x k, u 2 F,. } t K25 _ A Closed Omamental rax CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ��`" �� •�' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032803 Date 4/21/06 Property Address . . . . . . 5 10TH ST Tenant nbr, name . . . . . . RPLCE 61 & INSTALL 41FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2200 Owner Contractor --------- --------------- ------------------------ SMITH, JOHN OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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. BUILDING OFFICIAL