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Permit 141 -143 Poinsettia St (vault) CITY OF ATLANTIC BEACH 800 SEIVIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 05-00031107 Date 10/04/05 Property Address . . . . . . 143 POINSETTIA ST Tenant nbr, name . . . . . INSTALL DOORS .RPL WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 4525 Owner Contractor ------------------------ SCHELL, JOY LOWE' S HOME CENTERS INC 143 POINSETTIA STREET 12945 ATLANTIC BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 486-4701 ------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . 4525 Fee summary Charged Paid Credited Due --------- ---------- ---------- ---------- -------=-- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: - 2- Address Address / t/ 3 a<J0,,el S C TT/ I t_),,00,0e t_ws /,.eo ore, AEP�4-CF Heated Square Footage @ $ per sq ft= $ Garage/ Shed $ per sq Carport/Porch @ $ er sq ft = $ Deck @ $ per sq ft = Patio @ $ per sq ft = $ TOTAL VALUATION: $ L/r2 J- y Total Valuation lst $ Remaining Value $ . per thousand or portion thereof CONSTRU ION TYPE: TOTAL BUILDING FEE $ ZONING: + %2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @$35.00 $ IMPERVIO SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ Q SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ ti 1/13/03 r� 'c} CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT fiord L. ig �- 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # � Property Address: 4 -5� f ne,�3t41 t l 'J--t Applicant: r 1. � V L Project: - �- This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: 3 j 1 CITY OF ATLANTIC BEACH ' 3r. WINDOWS GHTS, GARAGE DOORS,HURRICANE SHUTTERS AUG Date: �Uf L Job Address: / 1 r'S� 77- -54 Owner: -.J 49 Ll soh e Address: ��3 in SC'�y'1 �sT C e Phone: -6-6 8419 7 Legal Descnp 'on: Block N be/r.� Number: Zoning District: Co..--.-.. t ;I-rz?k tate License Number: t7c Address:la A-110 'l17G 6L- b Phone: etl-gk -V7/ City: JA 1:44 V/ C— State: rl- Zip: Fax: Describe proposed use and work to be done: .ti. qVI) 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 i Mean Roof Height - Of- LAURA DIAMKO-CRUM MY COMMISSION#DO 272318 EXPIRES:December 3,2007 a�(aoeS 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach_fLus Revised 1(27/03 Page 1 .k Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result'in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: � �AaL�- Q 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 an correct and that a pl d supporting dat have been or shall be provided as r quired. Signature of Contractor: C�l�l L� Date: 3 Address and contact information of person to receive all correspondence regarding this application(please print). Pe Name: -re yz A-- 04-rp� Mailing Address: Telephone:"2- 761 Fax: 0 0 E-Ma AS TO OWNER: 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 AS TO CONTRACTOR: Sworn to and subscribed before me this Of day of �l� ,20 0—� State of Florida,County of Duval ry t.BUSS Notary's Signature: s'+Eti MY CAMIAISS►� D 41 2624 Drsonall EXPIRES:Mvcd 30e � ❑ y known , Rf�hR ea,dednU �` ®/Produced identification Type of identification produced L ��!VeP b«SQJ - 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/27/03 HIM 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus.407/370-2872 Fax.407/352-6309 Limited Power of Attorney Date: To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Maria O'Reilly, of Lowe's Home Centers, Inc. to be my lawful attorney in fact to act for me to register my license an apply to doly d"4�Z�- a d-*, fora � permit for work to be performed at a location de bed as: (Address of Job) � G4�!�' (Owner of Property) And to sign my name and do all thin s necessary to this appointment. Thank you for your assistance. Sincerely, I Peter Anthony C f o I Area Installed S es ag Primary State Qualifi 1508417 r worn to and subscribed fore me this Y day of v 2005. yeNnq�e Rebecca Velez •;�ppY PU No.public iaR ",r MY COMMISSION# DD176963 u;,plR My commission expires 9 Qa January 12,zoo? BONDEDTHRUTROVFAIN INSURANCE IN( ^rrmr ThermaStar by PellaTM Tha`ma8� Vinyl Windows and Patio Doors wy� 10 Series -Basic New Construction &Remodel Products Apr-05 Series Unit Type Performance Grade Single Unit Window Size Tested Design Pressure Rating WDMA Callout on Florida App/Seq DP NFRC Sticker Reference Report # Standard 36"x 54" DP 40 H-R40 36x54 ATI 01-44887.04 FL435 10 Series Single Hung Standard 48"x 96" DP 30 H-R30 48x96 ATI 01-46488.02 FL1457 Hi h Performance 42"x 72" DP 50 H-R50 42x72 ATI 01-46488.02 FL1457 High Performance 36"x 90" DP50 H-R50 36x90 ATI 55718.01 F{4326 10 Series Flange Single Hung High Performance 52.125"x 62" DP55 H-R55 52.125x62 ATI 55718.02 FL4328 High Performance 52.125"x 73" DP50 H-R50 52.125x73 ATI 55718.02 1 FL4328 High Performance 54"x 90" DP35 H-R55 54x90 ATI 55718.02 FL4328' Standard 71.5"x 48" DP35 H-R35 71.5x48 Drawing#1247 FL434 10 Series Sliding Window Standard 131.5"x 59.5" DP20 H-R20 131.5x59.5 Drawing#1247 FL434 Standard 119.375"x 48" DP25 H-R25 119.375x48 Drawing#1247 FL434 Fixed Frame or Standard 72"x 72" DP 50 F-R50 72x72 Drawing#1243 FL439 10 Series Radius Shape _ q Standard >72",but<32.5 S Ft. DP 50 F-HC50 72x72 Drawing#1243 FL439 Standard >72",but<40 Sq.Ft. DP 35 F-R35 72x72(Analysis) Drawing#1243 FL439 Flange Fixed Frame High Performance 54"x 36" DP55 F-R50 54x36 ATI 57473.01 FL4552 10 Series or Radius Shape High Performance 75"x 52.125" DP55 F-R50 75x52.125 ATI 57473.01 FL4552 High Performance 96"x 60" DP40 F-R40 96x60 ATI 57473.01 FL4552 20 Series -Replacement Products Series Unit Type Performance Grade Single Unit Window Size Tested Design Pressure Rating WDMA Callout on Florida App/Seq DP NFRC Sticker Reference Report # Standard 36"x 62" DP 40 H-R40 36x62 ATI 01-47446.01 FL2309 20 Series Double Hung Standard 48"x 72" DP 30 H-R30 48x78 ATI 01-49236.01 FL2309 Standard 36"x 78" DP 30 H-R30 48x78 ATI 01-49236.01 FL2309 High Performance 48"x 72" DP 50 H-R50 48x72 ATI 01-43096.02 FL436 Fixed Frame or Standard 71.5"x 60.5" DP 50 F-R50 71.5x60.5 Drawin #1244 TBD 20 Series Standard >71.5"or 60.5",but<32.5 Sq.Ft. DP 50 F-R50 71.5x60.5(Analysis) Drawing#1244 TBD Radius Shape _ Standard >71.5"or 60.5",but<40 Sq.Ft. DP 35 1 F-R35 71.5x60.5(Analysis) Drawing#1244 TBD 25 Series -Premium New Construction & Remodel Products Series Unit Type Performance Grade Single Unit Window Size Tested Design Pressure Rating WDMA Callout onFlorida App/Seq DP NFRC Sticker Reference Report # Standard 36"x 62" DP 40 H-R40 36x62 ATI 01-47446.01 FL2309 - 25 Series Double Hung Standard 48"x 72" DP 30 H-R30 48x78 ATI 01-49236.01 FL23M High Performance 48"x 72" DP 50 H-R50 48x72 ATI 01-44249.05 FL436 Fixed Frame or Standard 71.5"x 60.5" DP 50 F-R50 71.5x60.5 Drawing#1244 TBD Series Radius Shape Standard >71.5"or 60.5",but<32.5 Sq.Ft. DP 50 F-R50 71.5x60.5(Analysis) Drawing#1244 TBD Standard >71.5"or 60.5",but<40 Sq'.Ft. DP 35 -F-R35 71.5x60.5(Analysis) Drawing#1244 TBD 25 Series Casement Standard 89.5"x 59.5" DP 40 C-R40 89.5x59.5 Tye II 1 Drawing#1245 FL431 Standard 77.375"x 71.5" DP 40 C-R40 Awning . 77.375x71.5 Type II FL43125 Series StandardDrawing#1245 59.5 x 955 DP 35 AP-R35 59.5x95.5 Type 11 Drawing#1246 FL430 30 Series -Sliding Patio Doors for Replacment, New Construction & Remodel Projects Series Unit Type Performance Grade Single Unit Window Size Tested Design Pressure Rating I WDMA Callout on Florida App/Seq DP NFRC Sticker Reference Report # Standard 95"x 82" DP25 SGD-R30 95x82 ATI 01-49829.07 FL2646 30 Series Sliding Patio Door Standard 72"x 82" DP30 SGD-R25 72x82 ATI 01-49829.08 FL2646 Standard 96"x 96" DP25 SGD-R25 96x96 ATI 01-49829.09 FL2646 High Performance 95.5"x 82" DP50 SGD-R50 94.75x82 ATI 01-45918.01 FL1824 •ASSUMES: KEY: -- - --- -- -- - -- -- -- -- -- Mean Roof Height<=30' - 9 P E Stamped Certification .-st_Report Include m Binder(1/21/04) Exposure"B" - - -- -__-Certification _-...- Test Report Included in Binder(7/21/03) (P.E.Validation Coming Soon) Wall Zone"5"-Corner Zone Flori isApplication/Seguence/Approval Number Associated with Test Re ort__ TBD -Florida Application/Sequence/Approval Number still needed WDMA Callout Key: AAA-BB CCxCC Position AAA(Product Code): Position BBB(WDMA Grade): Position (Design Pressure) Position CCxCC(Unit Size) H=Hung Window(Double or Single) R=Residential Unit Size in Inches F=Fixed Window(Any Fixed or Radius Shape) LC=Light Commercial HS=Horizontal Slider C=Commercial SGD=Sliding Glass Door HC=Heavy Commercial C=Casement AW=Architectural Window AP=Awning ,TypeJI: Two Wide Combination with Equal Vent Sizes Test Covers One Wide Units DP Matrix Pella Corporation Confidential Pagel 07/08/2005 14:25 FAX 888 478 2254 JELD WEN Wedowee Al 10 001 VILE �0 Psi MIAMI QADE MIAMI-RADE COUNTY,FLORIDA uTJII,DING CORE COMPLIANCE OiFF'IC)I' I3CCU) METRO-RADE FI-�+OLER 13UI1.AING ( 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DI"S$ ON 7MIAMI,FLOP-IDA 33130-1563 Ap AR NTC BEACH FAX(305)375-2908 NOTICE-OF ACCEPTANCE VOA) . Jeld-'Wen,Inc. ®UILD[ 32725 Highway 97 North c,rp p 2004 Chiloquin, OR 97624 SCOPE: This NOA is being issued tinder the applicable rules and regulations g e use of construction rnaterials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AH)), This MOA skull not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the A"C-1J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance.purposes. If this product or material fails to perrighforrm in the accepted rnar�.,ner, the manufacturer will incur the expense of such testing and the AFU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA,reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane Zone of the Florida Building Code. DESCRIP'T'ION:Series"Jeld-Weng Steel"W/E Outswing Glazed Insulated Steel Door w&wyo Sidelites APPROVAL DOCUMENT: Drawing No. S-2105, titled"Wood Edge Glazed Door w/&.w/out Sidelites up to 8'4 x 618 Outswing", sheets I through 8 of 8, dated 12/13/01 with revision#2 dated 10/22/02,prepared-by R-W. Building Consultants Inc, ,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Made County Product Control Division. MISSILE IMPACT RATING: None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein- REPF,WAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product_ TEPJvIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the mattaials,use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes 'shall automatically terminate this NOA_Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any,portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA #f 01_1224.03 and, consists of this page I as well as approval document mentioned above, The submitted documentation was reviewed by Ma uel Perez,P.E. 77) NOA No 02-1216-09 a y Expiration Date: August 15, 2007 Approval Date: January 30,2003 Page I Vl/U0/ZVU0 14:ZU FAA 888 478 2254 JELD WEN Wedowee Al Ld002 s3.LQN iYON20 ON 18 370 -,m _k u^ NOItan3I; hold i Hrl N01SIA7a 1tl213N3 Z0 St E0 t ] m n u, � 0 L�OZ Eg4'66S'Hd :aiervasst 0 yavd Az 3W+2Lf Al NI OUb .�0 Zt 01 z a K P - -, N Vdg45'aflf7 'Nft1b011N� ONrR,a x t,a of I I ` HIHON L6 AVAAHOIH 5&415 S31slno1iJ0t5 lno/x /M 'ONI'N3M-013r 8d00 032VID 3003.0001 t 1W0I3H �3NYd 31113019 'XYA "0,09 1HV3H 13NVd 31 3015 xYyV „0'0s3 _ x r �# o'ro xYw „szt'se p'j'0 'xYYM ,.gz Il Y9 In lu r, t2 9 w 53 � 4d J ej _ o ft J W D N (7�] Ln a a�Li CL CL =` ;oma cn -7—•�- sO a_uJ _ I Xn L O �� Lo O x ° p �' t 14 Lj 3 i J 4 wz CL or ` w•o ti �`, 7 d j l r, `' c vwwi iW N>eJp o¢�¢ REQ ` 1 ' S' INe d N O$ ti u1 4 $iN to I W II en u7 rd C 5 ww} m � - C N 111 Llri1HOUH 13NYd d000 'XY „0.08--i 013H 13N'Vd 0000 -xvw .,0'09 j x� . w1 1N'J13H 3�Nil3�p 'XYW ,.SZ't 8�'-- iM013H Tiad3n0 'xo'W ..SZ'1 R----I ` �t 3 E°cv0 G av v o ,It Lvj Wa I v �' vO�^r4.a�$, N_ "{. 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U; - Or7j =C� �U-ter n _� a a v n - °��a c- ON� CJinDt o� 4c� E R h m o.L in ti� m `J1p Z p W W[� N' ti v:O c �' cr a •a_� D 3 0 O GY O�mf= jj U• �J iti�TC� w(Ysc{( uaC� - 6. y.. K E Ir4u'O t o d ` b a N a C '.$ 4, IWO p �C.h -`Q�'tQ � ��:7 0 T OOE' eM. ,[u ` ��o[tt gr, U 0.(i aaga=, av v' �' � e o O U z L �°tea', u ° a utiu5izuu5 14:ZU FAX 888 478 2254 JELD WEN Wedowee Al 16003 1 - NO V1 1'di] LN �2-2 �dRi314f9 �� 7'!I$ l8 SNDII035 55080 IVOLL82ANrl Nol5>n3y v}3NLngdn `"H1�1Olrf 16 AyMNrJIN qL 4E 9N1M51110 s,5M 03!5 N490'O/M b 3 b'OOQ n3N1� 3503'.OQQM 4 � a. 1 O J J O O W L 2Z NJ 2JJLJ-1O5+ W 9 p 1'j Gli ID LO O Gi O lil r w 1 I y. r Ll oe = L'��waoCd { I I I I `�1 1 I =1WO S IO 1- O to x 4dN a 4 qIL .•k�fn++ �n 1.. 34 rn# G vi in h 3 a a i;=•}.C�.: `{-� ILI s� ^+ � � � i a �S� •u 4 tae I'sN ydy IA b K 4'i O G : ^_w Put 3GCL 1+1� q+c Oas� m� '3NN Yl"� 1• lA�m\ pppp yp� � !E� �� m N�a +R' C • q •r ' ..i x m+4W1R p� wVV�wK C K2y4 �LL •+i3pp H O X NM1 �. 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SSv'lo w`•�'2• �`� l gcj sllviia a 9NizyiO 335 ,°.� •' 'F 'IHl 13Nvd FF WW t"iv]�p1'L l7- ASA t N ti m ryy . s o Y' W d 1 r 'kk1 Yjkvd � 'NLiti SL'L � 71H.!55419 q . —I �L>d s%Lau sNlZ1r1�5Bs 'HHi 5$v7D X141 13NYd NOj$71V13O •NIM,gvt �NIZY7O 935 'Hk! 79,wd JdHI$$V 17 'Nm scl WOJ 9NLIV La 3b N 'Ft•i''i'7 Y 95.7i and sifyin 2 l'�9NIzv7o 335S ca caN 1 h c.IL /5 VI1-01 / Gwi vJti-9 ` ,' q A J 9 WHp�N liry W M n TLIW.SL'L a-YHl WNW Nin 941 xiu I.Uy-1 � �t e 4 a WO ml ss'no ~ "—��–FIO t1571Y.L3O tia13rvSia 33Q � �Nrta1J Bas uJ/uoicuua 14;ZU kAA b6b 476 1254 JELD WEN Wedowee Al 16 005 SN 3 a ON S310N R SNQil33S �g 6Q C; �p y Ssaa� IVINOZ1210H MAL IS �a3N� so ar o L50�" 8L'l�S"Ffd 571rassv o un+a k 'z 1 JNlMSlt10 99 x b,8 0J, do _ H,l.taONLSJ.I�MHE)IH5'gLiC S2.UTOISino M 'JNI N3M-Q�3( 600(] O3Ze19 9031 'NH! SS'd1O k tr y K l�r N q 1� w23 -dPf31 'NIA „?Zt' o m w"" En n �n Wb a Q Wm N . d N W Q W Ul Ll LU, ef Ln 'O o k M 'NH! i3N9'd 6 � NIM en U5 h W� N+ J 2 p tan E 1=n N?51 d HH1 5SN7J ,n w �yl SSV'L9 t10j $'1IY13Q N _ d03 5IIv13Q SNIZV70 33S ONlZb'7O 33s ^ �,� Y O N m w rev~C f•L` _;.J.:�.n 's �C V� Y � Val F N j C 'i. � �•"W�F IN Ow �Zk "•� k J tvl z4 7 P*;' x `Jabs;'" o a ti� a 6 W x Ln Y w` Ex In tz •JO` Q N¢ ~C C•CD Q YI tn MW u W ti ?s 1'',w �• 2 -w„ QLTj 4Y ALU 7 4't p �y EM 0 h g m o4 5In L, Ui yWrn W zNk v. A (-n ~0p06 m 00 ¢¢ L]Om W Z, 4 n } U N^ p NN! 559'19 - 3�Jo;Lu rdax3 �a a m mye • -NIW .''L'1 F w - 18 §tom-wn'-ril '}}�0�ny=in 42• 9 Yn ZY}G1'F. 3'y�'4 ±..IF N u} 2 �V"ry'I NO W� )fK+o tiP Q k W ��` , �l l` to Ln NKOK��]J�,y �'x-$rUUec"s pm D 0.G'4-.�W� 0:- EE Ln� AWN Nw m {J1 N NZN�dtf <LCaY `:lulu,! �.� N^ Oi'44 Y .LO`� Y•SNc W :L qis .•f'.i'1' _ r ^'a.r`a�'it 4�r'am �`•�•? yic a;aJ a. �4iu 2uoF.�,.,9�L ^. W 4 N o-O .1�b W" h L 3 \��V K L a N n S •:1�Y'l N 4 k y' -' JW ryYYQ LLytJ -X. � [J E ', d x4RCq lJ ; W i. Cc Lu F JY�'a- H• x Ul: O n N n g ti y k y a ,4y Yl.y;i; m x W c_ m2 o- uxmm'6w cs¢a {aw ivul`•. ' i ro y •em2""zif•a.� ,,cl+tio.+c .n ,,. N 'Flt;!!i`;J�i�.l'• a s n t6 a' a`�o-a 3 {�i- rrc�„�,_• •w p El 4O'dTIn Gni_ ga�93 R`+ �xn�yo - �,s (.-Wc>r mli h4 �gkoJt,.pUL�r�R �.._„ ..H,nq wN ^ ZP VG"Z,w:•s1Z5 Wuy.�; 20 yVl yU1 ✓7 G U� U V oCi lr U W C'W T,IYU h W Wu• Y L4iyY,.�jdtna IJVjO af�%1 �'Safi d K�t 4=L17+.S�LL° 'V 'MR1 13Nb'd U1"� �r- h h h x h F s J- v' -n Ii 'XH4 55b7'J � a0j STn+l3o - ONIZVIO 335 _ _ f VI/VO/Zuua 14:27 FAX 888 478 2254 JELD WEN Wedowee Al 10 000 • gN01 i'd0 'UN =`m JE;. N � ��iSitH130 Areiu Ivatsme� Co t 9 c I a'L>ySHd SNOI14Ol9NINOHONtl sao kro xkZ ail WNtlll I�I.&©'rvlr+Oo�rHOoe, eof do g'2 m `"i�IH.LNDN Z6 AVMHOIH 5$L 1.6 53in-imS ino IA /M V� o l a000 o3ZM 3003 DOOM ,)NI'N3M-0'r3T :sanaoad ` u 11, � 5G£'Hf - - a1tY C;=r: dy XLj (�+ � F Q 4 a yi wiI 1 1 I4 to Ln L W tD 4! W �h IAS U h - YY a OF :s LU4 rA IL a ,tT - •� c 1+ U. R J� w m� ti WL oto a=R to r SL C'69 a 0i' �wm m=�u �drti I I I I I I JLn tn F o 7 1 _ 2 2 awe �,SGS'9E' LO En ze En Ln c "} Qp� '{ 0: is �y �J va Kz 4�^ i.G, Tto Ea 7 „59'£t —�52'L t i w L QQ I~ Li. v r r vvi cvvv 14;41 rA.. 000 4-16 zz54 JELD WEN Wedowee Al 1&007 S71W13Q 3NIZN'1J '8 i g 31V0 N- - h w � SNOIWol 9N160H3Nb' Nof9n38'ly�3R3O ZO 5[ CO L50Z"EBL'tti5'1!d :��eW3S5—' M b0,Ej H� 3WUNd Allrvl2+1 COQ CO is HJIION LS AVAAHEJIH SZL 16 531113015 MOM -V 'JNI 'N-;M-Q93f yoa0 03 0 3M jo00as u., -j yin :jtm Ln ....120 rqq 0 L0� tu) lVi 4 Qz � T � IA + r/f 4 7 0 W VI u LUv � I JL I t' V N —�I „9� •� Id r {� 4f ul ry'e.rc� r �'je-�f• � t.in 'a' 1 Vr Qi o. U W r+ -+Wp rta t uiCLW 4f J f0 ss ..rTliG� V1 Co Y I°Ul n� ` b Ln m Li ``�`^ r7 �X —T 'SS lu ^} Qa� n z r ,n a wb J � '• rw _ 4 _o I 1 v//V0/-ZUU0 14:27 FAX 888 478 2254 JELD WEN Wedowee Al 16008 Wall IA3 --Tm— ON 4 1 1B ° k DNIZYI-D m cilto k 12 --g— P.; o lav LZ z n7g/a'&0 UnCOTHO S_ZtCNm do N 80 N 6 A VMHOIH SU 6 VIOM f/11A 1;000 C73� 0 3,%-3 00 'ON)Imim-cigr VOOO (73ZVqD 300.3-�—QQM ........... .......... Lr! 75" .2.521" Z.; M M uj ;E LV w C; Ln [L I'9L Ln E in xq.L ss'm Lu lfNL SSV)' Ln (L .......... .................... ............. ......- ck 04 Lu 125" FAk U A ui 2,4375' 2,4375" W :L I N Ln LO u , pq3I 'Nix U CL d a. 00 W u :5 RZ SEM au a_ L L5 �S k IL f —CQ) 04 LAJ z U) Lw w if rnn oan 410 ZZ04 ,1ELD WEN Wedowee Al 11009 SN0141A321 31dJ DN 3 SIN3NO4if00 11Nn Ag to •,I LSDd'68L'F b5'Nd r N01 a vas 39:Z:(32c t 0 t• 5 , ti rr 'Al wassa ao 1 vd ! a11Nt�19 ^Za zz o+ m � `= a to �S9L8'YO M(1O011H tM5 nu s r, o do „%° `" m '� N t�ON 1611bMF1IH SZL�£ S31l730t5 'SNI'N3M-CII-g NaOa a3za�9 a�a�n0o dd LU N-, //-�� 41V OY n L to IL ❑❑ _ w o o L9 m cc } w d i c as n ,0*$0'Z cr�yN 9600 :1 a d nQ�1 a N 5� aow w - 964bb 0 ~ d ` PUT W 17 � 9L'Z �W 1� � d n o�[ 0- IF i+ v s w �w cv CS z�1 t? ik u7 9 to � I 4 ' Q X L0 m q a CG } L „•q�a Ir tl N �qxN f 4 b d tUit ` w In— ` IA w � 1�--•� �,-�00� ` 1 L n ' a r. s T– r M trS" tu fi � w 0 0 0 o 0 Ln Ln 4 o 4 , a0s r^ cc � N1 N l� CL Lk r F—..5z�1� w 07/22/2005 12:27 FAX 888 478 2254 JELD WEN Wedowee Al tttI001 R R W Building Con.5ultaIMS, hic. D Consuhing and Engin&Ting Services for the Building Industry C P.O.Bax 230 Valrim.FL 33.594 Pboaa 613.659.9197 Pacsimli c 533.659A$S8 F'trALZIA77ON#Nt}V-101F AiovaW$OhIm Inc. 160 Murano StreoL Ste Julie.Quebec Canada J3E IY2 DESCRYYnQN OF UAU Model Det-guation: pVC Sliding patio Doerr,Mudd"Imagaglue" ly)[azlgrpM Overall size: up to 6'0"x 6'8" [)sable CouSgueot;ons- OX,XO General Descriptiaa: PVC Stidit,g Glass doorailh one operable and cm fired panel-The comers are nrilGred and welded. The exterior yell thiOnesa for[he panel is minimurA 0.110".Thu head and side jambs aro extruded vinyl with an exterior wall minimum thickness of 0.075". The 1.0`insttlaled glass consists of two 5132"Clear tempered glass liter with 3n 11116"air Vaee agd utilises glazing tape on Ibc rxtetior surface of the glass to frame- FEC Seedon 1707 Matggj ars aed Aaftnibly Tests: (1707.43 Exterior Door Assemblies) Ted Desruipaus 7emLOC2tioa Dntc ReporeNa CeatrylagFrgt— ASTM IBM thlifarm Stat[a AIR-M5,bar- ImmWY 73,2003 Al-OZ4IC-11 AaberLJauas.PE#99798 4r them Varcnw, d=.CA ASTM t341. Farm EntryAIR-M,toe Jamrary vamonrs,Quebec.CA 73,2003 AI 02D10 8 IAbm lnkaz,PE 139799 ASTM E331 Watcr AIR INS.Inc. January 13.= At.t; )D•a RobeAJuWs.PEJ59798 Feoerratim vveAnes,Quebec,CA AS*Mt Ma Air IdIhmian AM-M,Inr' January 13,2003 A1-=16a Robert Juuas.PEA99798 Varoexs,Quebec,CA Dedm Presnre Ratite iCoDBgnraiion VIM mmdmnmsize D&4ipPressu'nRarin;s Double OX XO 5132"Temp.—Air Space—51327 Temp. 6'0"x 6`87 +50.00 pd-50.00 psf Double OX,XO 5/32"Temp.—Air Space—5132^Temp. s'o"x 6'6" +55.00 psf-55.00 psf 'Tine prod�G mv,4t bC a>wmemtl uiben used ib arms regrari�..mulbornc dc6rit aitcro. Ipstallatiaa and A,mchW:nm.See reverse side this page xe 1.Evaluated for else in!options adhering to the Florida Bltilding Code and whert:pressure"uim=nm its determined by ASCE 7 Miaimuia Resign Loads lbr Buildings and Other Strachrog;do nor exceed the design prsssore ratings listed above. 2.For Masonry installations when=the sub-buck 1s less than 1-1/2 inches(FSC section I707AA Anchorage Methods and sub- sections 1707.4.41 and 1707.4.42)same diameter Tap=type voaale 9 anchors Musa be substitaied and the length must be such that a minimum 1-114"engaget"ent of the Tspean into the masonry well is obtained. r (�ALMmtton: Lyndon F-Schmidt Florida Pmfrssional Engineer / 19506 French Lace Drive a_iceme Nq.43409 Lutz,FL 39558 April 17,200 07/22/2005 12:27 FAX 888 478 2254 JEL) WEN Wedowee Al 16 002 p . p NOVATECH PATIO DOOR SYSTEM EXTRUDED VINYL - MA.XIMUM SIZE IJP TO 71 311 611 x 78 112" X70 x SMS TYP. MEAD. & SIDES 4 Lu Lu to v] a a W W 2 1/4- x 3/16° TAPOON TYP. SILL TO MASONRY #10 x 2 1/2- W/ 1.33" ha1N. ETA>3_ #10 x 2 1/0 W/ 1.33' MIN_ EMS. HEAD 2 I f o" x 3/16- SIDE .IAMB TAPCON W/ NOV-101 FL 1.25" MIN_ EMS. ,jL� Florida Building Code Online Page 1 of 2 r �r hr rr �r ■ Overview. :Product Search Organization Product View Search Iication Attachments User: Public User -Not Associated with Organization- Need._Help_?, Application#: �o�� FL20 Date Submitted: � ILE 1 08/04/2003 Product Manufacturer: Masonite International Address/Phone/email: One North Dale Mabry Suite 950 Tampa,FL 33609 Technical Representative: Steve Schreiber Technical Representative Address/Phone/email: I Premdor Drive Dickson,TN 37055 (615)441-4258 sschreiber@masonite.com Category: Exterior Doors Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Sgction Standard Year A ASTM E1886 1997 TAS202 1994 ASTM E1996 2002 Certification Agency: Intertek Testing Services- ETLIWarnock Hersey Quality Assurance Entity: Validation Entity: Date Validated: 08/08/2003 Authorized Signature: Steve Schreiber ®� sschreiber@masonite.com Performance level of the product and conditions or None Known limitations of use; hq://www.floridabuilding.org/pr/pr_detl.asp?IPT=20&fm=ROSrch 3/29/2004 Florida Building Code Online Page 2 of 2 Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Page:', _.....; Page 1/1 PPSeq Product Model#or Name Model Description 0.1 Fiberglass Door Units Copyright and Disclaimer;@2000 The State of Florida.All rights reserved. m3y httD://vmw.floridabuildinR.oriz/pr/pr detl.asm?IPT=20&fm=ROSrch 3/29/2004 X - OP ' I I I ■ Opaque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: ® �--� Test Data Revkw Certificate i3026447A; 030264476;I3026447C and COP/rest R ort Validation 14atfit s3026447A- 0601,002 003'i3g2644M-001,002, 00 I= I 003;i302644'!C-0Ot,002,003 avadab�k from tli�e IITH websYte (www.eOsetMco.com),the NmsoNte website(www.masonke.com)or the Note: MasoNte technkxl abler. Units of other sizes are covered by this report as long as the panel used does not exceed 3'0"x 6'8". Single Door Mardmum unit she=3'0`x 6'6' Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, slate or local building codes We*the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed—see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed—see MID-WL-MA0001-02. APPROVED DOOR STYLES: 0o 0o 00 0®0 00 00 00 00 ®® Rush 6-perm! New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5 with srxofi Much ta,moa OW WOWAft tnovwn Of Podua knnroremem makes apedlW ais,dwlpo ane P dO dW 960 to awiq wMM nefim. Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: NCTL 210-1973-1,2,3 Certifying Engineer and License Number.Barry Portney,P.E.16258 CTLA-1051 W Certifying Engineer and License Number:Ramesh Patel,RE./20224 Unit Tested in Accordance with Miami-Dade BCCO PA202,ASTM E1886 and ASTM E1996. Door panels constructed from 0.075"minimum thick fiberglass skins.Both stiles constructed of 1-5/8" laminated lumber.Top end rails constructed of 31/32"wood.Bottom end rails constructed of 31/32" wood composite.Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI•DADE BCCO PA201,PA202 6 PA203 OR ASTM E1996,MIAMI•DADE PA202, AND ASTM E1686 COMPANY NAME CITY,STATE Www* kneW To the best of my knowledge and ability the above side-hinged exterior door unit conforms to the requirements of the 2001 Florida F7® Building Code,Chapter 17(Structural Tests and Inspections). Test Data Review Certificate 13026447A; #30264476;030264470 and COP/Test Report Wdation0264470 Maft1.0 2,13026447A- 00 OD3 47A 001.002.00;#30264478.001,002, 003;hl3026447C-0D1.OD2,003 Drovides adMIDr l information- ava6able from the ITSiWH website (wwwAsendm.com),the Masontte wehstie(www.masoldte.com)or the State of Florida,Professional Engineer ""�011�` ""'Br Kurt Balthazor,P.E.—License Number 56533 with 10,2003 our owes*prowsm of godhd ehwomnehd mwn spedricmiors,design aid wodua ON K44m to d"srehoN notion X M1 rill 1 Unit SINGLE DOOR Ns• TYR ! 1 l TVP 6'6"UNIT 6'0"UNIT 13-15/16' 17-18' MAXIMUM ON CENTER TYP. •- --� „_ Minimum Fastener Count • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2"long screws per location. Rough r 0) • Width of door unit plus 1/2" SEE NOTE#1 • Height of door unit plus 1/4" i Vknock ffilmw Tear Date Review CerOncate#3026447a#30264476:#30264470 wd CCPlrest Re validation Matrix -_/ hdmta.�avada%h 7B will VeWhe ji;4. mko 004-#30264470-001, the Mas�oNteON wehsi�te �® (wwx.m Swb.com)or fhe k4asordte tecmcat ceMor. Latching Hardware: • Compliance requires that GRADE 3 or better(ANSVBHMA A156.2)cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 0246`,0266',5241',3246,3261*or 3266 Compliance requires that 8"GRADE 1(ANSIBHMA A156.16)surface bolts be installed on latch side of active door panel—(1)at top and(1)at bottom. *Based on required Design Pressure—see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest(least)fastener rating from the different fasteners being considered for use.Jamb and head fasteners analyzed for this unit include#8 and#10 wood screws or 3/16"Tapcons.Threshold fasteners analyzed for this unit include#8 and #10 wood screws,3/16"Tepcons,or Liquid Nails Builders Choice 490(or equal structural adhesive). 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF&PA NDS for southern pine lumber with aside member thickness of 1-1/4"and achievement of minimum embedment.The 3/16"Tapeon single shear design values come from the ITW and ELCO Dade Country approvals respectively,each with minimum 1-1/4"embedment. 3. Wood bucks by others,must be anchored properly to transfer loads to the structure. 0 March 10,2003 Our ta6r*4 aro0raa of Koft imarovaned maks mciavdune, darpr ad Koaw dem RMW 10 damps wtrad nods. X ■ MID-WL-MAGO01-02 11 Unit SINGLE DOOR 6, TYR MAX 31' TYR Minimum Fastener Count,; 6 per vertical framing member for 7'0"height and smaller • 8 per vertical framing member for heights greater than 7'0" • 4 per horizontal framing member Hinge and strike plates require two 2-1/2"long screws per location. • 1 • t • Width of door unit plus 1/2" • Height of door unit plus 1/4" rf/ Test Data Revlew CerOrrcate/3026447A;!30264476;03026447c and COPfrest Rwort ValMon Matrix M6447A-001,002,003,004;/30264478-001 002,003(004;004;r3026447C-0't, ao3,004 provides add11 bdomra0on-swiade from the FTSIWii website www.o0semka.rwm,efe website r•.7ae (www.rrresoNte comI or the Wsordo b"cal antes Latching Hardware: • Compliance requires that GRADE 3 or better(ANSI/BHMA A156.2)cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 0246',0266',3241•,3246,3261*or 3256 Compliance requires that 8"GRADE 1(ANSI/BHMA A156.16)surface bolts be installed on latch side of active door panel—(1)at top and(1)at bottom. *Based on required Design Pressure—see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use.Jamb and head fasteners analyzed for this unit include 10d common nails.Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490(or equal structural adhesive). 2. The common nail single shear design values come from ANSI/AF&PA NDS for southern pine lumber with a side member thickness of 1-1/4"and achievement of minimum embedment of 1-1/4". 3. Wood bucks by others,must be anchored properly to transfer loads to the structure. March 10,2003 Our cm*WM PM of produx hnor"Pent=kas spedRaeais, *ion ma product&W1 VAW b"W rrehoW:Wtb i - � ;fit-e-c-�a-l�esttn-g ILL NOTICE D` !DED FOR Ai N i 1_G',,L TEST RLr'?O;'AND, BUSHED PES<; EE PRODUCT UTEi-,- - lr PLETE PERFORIY ANCE INFORMATION. ANSI/AA 1A/NV "])A 101/I.S.2-97 TEST REPORT Rendered to: PELLA WF4 TDOWS AND DOORS SERIES/1170DEL: 10 TYPE: Vinyl Single Hung Window cQ Title Test Specimen#1 Test Specimen#2 AAMA Rating H-R30 48 x 96 H-R50* 42 x 72 Operating Force 30 lb max. NT/A Air lnfilt--26on 0.06 cfrn/ft' N/A Water Resistance Test Pressure 7.50 psi NT/A Uniform Load Deflection Test Pressure +_30.0 psf +50.0 psf Umform Structural Load Test Pressure +_45.0 psf +75.0 psf Forced Entry Resistance Grade 10 N/A Reference should be made to ATI Repon No. 0l-46488.02 for complete test specimen description and data. 130 Derry COUrt York, FA 17402-9405 phone: 7117.764.7700 fax: 717.764.4129 i ANSLA—A-MA.IIt''AIA'DA 101/1.5.2-97 TEST RLPORT Rendered to: PELLA WIlNTDO'WS AND DOORS 2000 Proline Place Gettysburg,Pennsylvania 17325 Report No: 01-46488.02 Test Date: 07/25/03 Thm: 08/08/03 Report Date: 10/20/03 Expiration Date: 08/08/07 Project Summary: Architectural Testing, Inc. (-ATI) was contracted by Pella'Y�Jindows and Doors to perform tests on two Series/Model 10, vinyl single hung windows- The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-R30 48 x 96; Test Specimen#2: H R50* 42 x 72 General Note. An asterisk (*) next to the pe;forniance grade indicates that the size tested for optional performance was snialler than the Gateway test size for the product type and class. Test Specification: The test specimens were evaluated in accordance with ANSI/AAMAINWWDA 101/I.S.2-9 7, Yoluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Type: Vinyl Single Hang Windows Test Specimen#1: H-R30 48 x 96 Overall Size: 4' 0"wide by 8' 0"high Active Sash Size: 3' 10"wide by 2' 11-1/8"higL Fixed Daylight Opening Size: 3' 8-15/16",xideby 4' 9-1/8"high Screen Size: 3' 10-1/16"wide by 2' 10-3/8"high Glazing Type: 3/32" clear annealed (active sash), 1/8" clear annealed (fixed lite) 130 De-ry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717 764.4129 Test Specimen Description: (Continued) Test Specimen #2: H-R50* 42 x 72 Overall Size: T 6"v,71de by 6' 0"high Active Sash Size: 3'4"wide.by 2' 11-3/8"high Fixed Daylight Opening Size: 3' 2-15/16"Nvideby 2' 9-13/16"high Screen Size: T 4-1/8" Mde by 2' 10-5/8"high Glazing T3Te: 3/32" clear annealed(active sash and fixed lite) The following descriptions apply to all specimens. Finish All vinyl was white. Glazing Details: The active sash utilized 3/4" thick sealed insulating glass fabricated from two sheets of 3/32" clear annealed glass and an LnterceptTM spacer system. The sash was interior glazed against dual sided adhesive foam tape and secured with vinyl snap-in glazing beads. The fixed lite utilized 3/4" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed glass and m Intercepf"I spacer system. The fixed lite was exterior glazed against dual sided adhesive foam tape and secured wife vinyl snap-in glazimgbeads. Weatherstripping: Descriptio QUantitZJ Location 0.187" backed by 0.250"higb 1 Row Interior vertical sill leg and polypile with center fin bottom rail 0.187"backed by 0.230" high 1 Ro-w Interior meeting rail. polypile-Mtb center Li 0.187" backed by 0250" high 2 Rows Stiles polypile with center fin 0.187" backed by 0.190" high 1 Rov,, Bottom rail polypile -Mth center fua Test Specimen Description: (Continued) Frame Construction: All frame members were constructed of extruded vinyl. All frame corners were nutered and welded. The ends of the interior and center vertical sill legs were sealed with silicone. The fixed meeting rail was secured to the jambs with two #6 x 1-5/8" flat head stainless steel screws per and and the ends were sealed with silicone. Sash Construction: All sash members were constructed of extruded ZTinyl. All sash corners were mitered and welded. Screen Construction: All screen members were constructed of roll-fon7ed aluminum. AL corners were keyed. The screen mes11 was secured -"dth a flexible vinyl spl1 ie. A horizontal_ member was utilized at the midspan of the screen stiles. Hardware: Descripti Quantity Location Metal can?lock 1 Midspan of interior meeting rail Metal keeper 1 Midspaa of fixed meeting rail Plastic tilt latch 2 Ends of interior meeting ril Metal pivot bar 2 Ends of bottom rail Block and tackle balance system 2 One per jamb Spring loaded latch pini 2 6"from bottom of each screen stile Drainage: Description Location 3/8"wide by 1/8" 2 3-9/16"from ends of bottom rail high weepslot 11/16"wide by 31/16" 2 Ends of sill screen track high weepslot 3/4"wide by 1/8" 2 1-1/2" from ends of interior high weepslot sash track 1/2"wide by 1/8" 2 1-9/1.6" from ends of sill face high weepslot 13/16" wide by 3116" 2 Ends of vertical leg of interior high weepslot r sill holloV 13/16"wide by 3/16" ? Ends of vertical leg of exterior high weepslot sil?hollo«7 Test Specimen Description: (Conluzued) Reinforcement: The fixed met-Mizg rau; il�terior meeting and stiles ut d custom steel reinforcement. Installation: The window was installed into a Spruce-Pine-Fii#2-wood buck. 'nie window was fastened with #8 x 1-1/2" flat head wood screws with 2i4" metal fender, washers. Seven fasteners and washers were utilized per head and s214" from ends and 8" on center. Thirteen fasteners were utilized per jamb 4" from ends and S" on center except at the midspan where one fastener and washer was fastened 4" on center. The flange was bedded in silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test- Test Method Results Allowed Test Specimen#1: Gateway Performance Specimen H-R30 48 x 96 2.2.1.6.1 Operating Force 30 lbs 30 lbs max. 2.1.2 Air Infiltration(ASTM E 283-91) f 1.57 psf(25 mph) 0.06 cfrn/$' 0.3 cfna12 7 Note #1: The tested specimen meets the peformance levels specified in ANSI/_AAMA/-NW_DA 1011I.S. 2-97 for air inf liration. 2.1.3 Water Resistance(ASTM E 547) See Note#2 (with and without screen) Note #Z: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional performance". 2.1.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the meeting rail) @ 15.0 psf(positive) 0.23" See Note#3 Ca 15.0 psf(negative) 0.21" See Note 43 Note #3: The Uniform Load Deflection test is not an ANSI AAMA12\77-`DA 1011I.S.2-97 requirement for this product designation. The data is recorded in this report for information. only. 2.1.4.2 Uniform Load Structural (ASTM E 330-97) (Permanent Sets reported were taken on the meeting rail) Ca,,, 22.5 psf(positive) 0.01" 0.19" ma". C 22.5 psf(negative) 0.04„ 0.19''niax Test Results: (Continued) Paragraph Title.of Test- Test Mefhod Results Allowed Test Specimen #l: (Continued) 2.2.1.6.2 Degla--,ing Test(ASTM E 987-88) In operating direction at 70 lbs Meeting rail 0.20"/40.0% 0.50"/100% Bottom rail 0.23"/46.0% 0.50"/100% In remaLr�n�Errection at 50 Is Left stile 0.23"/46.0% 0.50"/100% Right stile 0.10"/20.0% 0.50"/100% 2.1.7 Welded Corner Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance(ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance(_ASTM E 547-00) (with and without screen) W"IP=7.50 psf No leakage No leakage 4.4.1 Uniform Load Deflection(ASTM E330-97) (Deflections reported were taken on the meeting rat) @ 3 0.0 psf(positive) 0.45" See Note 7—#'2 @ 30.0 psf(negative) 0.68" See Note#2 4.4.2 Unl.forni Load Structural (ASTM E330-971) (Penuanent Sets reported were taken on the meeting ) @ 45.0 psf(positive) 0.14" 0.19"ma:> C 45.0 psf(negative) 0.12" 0.19"max.. 01-46488.02 Page 6 of 6 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen 42: H-R50 42 x 72 Optional Performance 4.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the meeting rail) @ 50.0 psf(positive) 0.41" See Note#2 @ 50.0 psf(negative) 0.52" See Note#2 4.4.2 Uniform Load Structural(ASTM E 330-97) (Permanent Sets reported were taken on the meeting rail) @ 75.0 psf(positive) 0.03" 0.16"max. @ 75.0 psf(negative) 0.10" 0.16"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 administrator. This report may not be reproduced except in full without approval of Architectural Testing. For ARCHITECTURAL TESTING,INC: 'r— �/- '2 Dig'rtalty Signed by:Jay Leader Dig'rtalty Signed by:Steven M.U&h Jay Leader Steven M.Unch,P.E. Technician Senior Project Engineer JL:baw O1-46488.02 L tly y � h `_ DOCUMENT CONTROL ADDENTDUNI #0146488.00 Current Issue Date: 10/20/03 Report No_: 01-46488.01 Requested by: Aaron Hancock,Pella Windows and Doors Purpose: ANSUAANik1_N X WDA 101/l.S.2-97 testing of Series/Model 10, vinyl single hung window. Issued Date: 09/02/03 Comments: Report No.: 01-46488.02 Requested by: Aaron Hancock,Pella Windows and Doors Purpose: Added Florida P.E. Seal to report. Issued Date: 10/20/03 Comments: Florida P.E. seal required on repos. MAP SHOWING BOUNDARY SURVEY OF THE NORTH 1/2 OF LOT 697, SECTION NO. 3, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16! OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CEORTIFIEDELL TO: ; 7V SOUTH TRUST MORTGAGE CORPORATION STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. po�;e Atlantic Beach planning and Zoning Department P 01 N S E TTA STREET "ft "pW4W voriiin oomptlance with applicable (50.0' RIGHT OF WAY) Boning, subdivision and other local land N 44'57'10" E development regulations, but does not constitute approval for the issuance of permits. Compliance 25.01' (MEASURED) wltl+Florida Building Code and all other applicable FOUND x-cur focal.. State and Federal permitting requirements NO IDENTIFICATION FOUND E it�veered mature of the City of Atlantic 25.00' (PLAT) NO ,DEN, BuiW � to the:7- Date- 0i of a 25.00' (PLAT) T � {�r� o f, meftt QireGlu( 0 of G) N 0 --� Lli ° D Fri V) 8.9' (n --i a Q J W LLI H a Q v Iz a Z d r oN� �0� v� 1i O o o LOT 696 C�� LOT 698 3:: C3 0 p F O 00 hJ Ij, .—�� O AIR A _ l O � CONDITIONER LO PAD LO 0.610 z ° SOUTH 1/2 NORTH 1/2 LOT 697 LOT 697x 0.1' FENCE I 0.4' 25.00' (PLAT) 0,1' ON LINE FOUND 1/2" IRON PIPE FOUND 1/2- IRON ROD NO IDENTIFICATION25.00' (PLAT) NO IDENTIFICATION S 44'25'04" W 25.13' (MEASURED) LOT 704 NOTES: ACCEPTED BY: LEGEND: R = RADIUS —Y— = FENCE L = LENGTH O = CONCRETE NOTES: I. BEARINGS ARE BASED ON THE -ASSUMED__ BEARING OF __N 45'0000" W REVISIONS r -- ALONG THE CITY OF ATLANTIC BEACH ,9 800 SEMINOLE ROAD r ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 } Application Number . . . . . 03-00025875 Date 4/14/03 Property Address . . . . . . 141 POINSETTIA ST Tenant nbr, name . . . . . . ADD LIGHTS, SWITCHES,REPAI Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ THALMUELLER, TIMOTHY TIETJEN TECHNOLOGIES 141 POINSETTIA STREET 51 WEST 7TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270-0070 ---------------------------------------------------------------------------- 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 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. a . BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: T - l`T 2003 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, ��+C ORDAN E�TH,THE E},ECTRI AL REGULATIONS,CODES AN>�I� ANTIC BEACH ORDINANCES. ELECTRICAL FIRM: / v MASTER ELECTRICIAN SIGNATURE: OWNERSNAMEjoh►t //1-,/mue&--'ADDRESS: PonSe'44t-RFD—BOX— BLDG. SIZE BETWEEN: RES.(: APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) ^ SQ.FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER( ALUM. FEES SWITCH OR BREAKER AMPS PH V VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED JOPEN TOTAL 0.30AMPS 3 1.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS c� fS q n SW FC eSa Ci )lPG4. /'e atr. UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5120/2002 �C,� � CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025857 Date 4/10/03 Property Address . . . . . . 141 POINSETTIA ST Tenant nbr, name . . . . . . 10 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ THALMUELLER, TIMOTHY DOBSON CONSTRUCTION CO. 141 POINSETTIA STREET 49 ARDELLA ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-0662 ------------------------------------------------------------- Permit . . . PLUMBING PERMIT Additional desc Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 G - 105 . 00 105 . 00 . 00 . 00 1 ,f Atlantic Beach , * CUSTOMER RECEIPT * * OPer, T Tine: OC Drawer: Date: ' 4/10in 0i Receipt no: f Descri tion Qt,1 Raai�nt I '5857 5p BUILDING, PERMITC 1 5105,00 Tender' detail 14 4 $105.00 Ch CHECKS $105.00 Total tendered 5105.00 Total oavaent Trans -nate, 4/10/0:a Tine: 10:15:51 _--- ,..vnni�n tu�U DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICHARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 4 ' CITY OF ATLANTIC BEACH � n PLUMBING PERMIT APPLICATION Date: /0- 03 Job Address: Z�/ f Owner of Property: -rlj" Z.�i dj;U LI.&V Telephone: Plumbing Contractor: b'013'l-oW COwT'• Contractor's Address: Telephone: -a6 6 L Fax: 3?D72 3 3 d 7.r- State License Number: �l`�C� Sloes 3 0 How many of the following fixtures (re-piped or new): Sinks __Showers Water _Lavatory -Water Heaters �Hose Bib Bathtubs Dishwashers Sewer Urinals Disposals Other L- Closets __Washing Machine Shower Pans Floor Drains Re- ipe (Li fixtures being re-piped) _ Total Fixtures: f 0 x $7.00 + $35.00 = (� j , c)Q (Minimum Permit Fee: $35.00) Signature of Contractor: '44" , / /% �a,�.- — Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road •Atlantic Beach,Florida 32233.-5445 Phone: (904)247-5800• Fax: (904)247-5845 • htti)://www.ci.atiantic-beach.fl.us BUILDING AND •ZONING INSPECTION DlY151ON CITY OF ATLANTIC BEACH ATLANTIC 6"CN.Fl.ONICA lain APPLICATION FOR MECHANICAL PERMIT CALIAN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, Ili, and IV. LOCATION Shed Addr.ul /v/ OF 41.n..tleq 511..ta Ah...w Aad WILDING • Srh.dl.l.l.a il. IDENTIFICATION —To be completed by all applicants. 1. ae.•idw.lie. al p."I ql..w for dei•q IN. wl ..d.wrih.d 6 Ih•.he.. 11.1.w..1 r.hu.hT.gree to pufww ,•Id.vl N.•starda•4a .ilk tho 6110411/4 P6.. ..d Ip.eif t.11—. whish ... • p.r1 hw•o) ••d iw .eawd..C. .ith IN.City al J.eLaw•ill. wd6•4a.. •.d Na.d.rdo of gead.praeNc•Hd.d th...iw. Naw.. d M.•h•al.•1 C•alrww. GaAul«(/Awl) Ft �W'(�„ `fGN ►r.p.rlT 0.... 31go•M4 of O...r Stgw.fen .l ar Aalhorls"Aq•M Arahil..f w Eogiw•.1 III. GENERAL INFORMATION A. T, of II"bell B. 1!OTNtt1 CONZIT1111=04 stlNa OONC ON' THIS SUIL.OINa OR SITtT `•"" ❑ C..�.❑, tr ❑ N•Nnf ❑ C.whal Uttilty ❑ OM IF Tts, a1VC NUWSILA OF CONSTMCTION . • ruMlr ❑ Other—Specify IV. Ns@04ANKJ1L i uiruwr To as INtTALLso NATO F WORK I1 e.w.pleto all of.e.wpeaeoh as 64i al thio"I Residential or CaComrneralal N.al ❑ Speea. ❑ to4eaoed O C" 17 Th•.r ❑ �lpitAWIdtnq ❑ Air C*-W6nlwgt C tears CL C.aNel ®/ "Idln0 ❑ Oeol std..wt W. --! TakhROW6. Repl.oelnont of selling ayatem Moalwlww.aprcily �� ❑ New Installation(No eyetwn preoloualy InetW.ds . • ❑ t.fr ❑ tiiionelon of addon to ealetlna anteln Q Cleaven Gp.4ily ❑ Other—tpeolty . q•M Q Rw .pA.wo..t Naw.h.r of haat• ❑ oe..w Q men"- Q tt..ala�- (eewh.r) ONLY TNIS sfAta oR+ei Usti C3.Q440166 pw.eps (.4wb«) . 01L d) Q.•Toms Iaew.tler) t..w..h. 93 LPG QUal6ed pr.uele.e.w ❑ sen... hwnil APP 1:141,1 13 Olivet,—•sposik /.wail Foo 4= ALL RQUWMYNT JUL cWtr MOKLING AND RIEF&W "TION tQUTTYl8NT . zgwmbw uwtn DeesAotJ4on Yedsimmakoar ][aarKieaanr (•Lbwej� JypaerdlC ' 11QAI'fitG •PUAIIACE3. slots.es>s, PTAB?I.�CES �t� Ayp�l.� Number Unit. Deeact➢LLew me"Number XW%XUt.eCtrer (�iVI fey �T CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025640 Date 3/06/03 Property Address . . . . . . 143 POINSETTIA ST Tenant nbr, name . . . . . . REPIPE 9 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SCHELL, JOY STEEG PLUMBING CO. , INC. 143 POINSETTIA STREET 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERNRT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION ,FOR PLUMBING PERMIT JOB LOCATION:__ OWNER OF PROPERTY:. Gt `( TELEPHONE NO. PLUMBING CONTRACTOR �h � CONTRACTOR' S 'ADDRESS: STATE- LICENSE NUMBER:- jTELEPHONE: y �� HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST ,FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: x $3. 50 + $15.00 MINIMUM PERMIT FEE -• $25.00 SIGNATURE OF.OWNER: SIGNATURE OF CONTRACTOR: j ---------------------------i'L------------------- ------------------ INSTALLATION -----------------INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 " Ago y *------------- of 1J� Y,yy 4 A`,, ". 1 Al��G`ic �v lrtA t✓'+U='<�li'1 �fi� �viill"1� City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION , FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE y-02 JOB ADDRESS Po-inse,J1`A &y-e_E1/ , APPLICANT -J 0 ADDRESS G/ o�',� SCi�^ t'� ?SONE: �`• C� LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT 51C,46, 3 CONTRACTOR STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX ttOFPOSE USE AND WORK TO BE DONE LAND OR BUILDING(S) U I VALUATION OF PROPOSED CONSTRUCTION )G Is this an addition? /10 If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? Y7 New plumbing fixtures? New fireplace? jyl C New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? til If yes,please sub nit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MA, _ RIALS O. 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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 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 904-247-5817. 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 6/18/02 STEP 3. Please submit 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 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATIO PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE i` I HEREBY CERTIFY THAT I HAVE AS 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 c 1 MAILING AADDRESSq Li ' I f�o, C\ S c i_1+i 6" STr'e ed- PHONE J C� g1 FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATUR4 t� AS TO Personally known JENNi "A i.UETER MY COM -1D 121301 Produced identification If E+�'I Mp4;7,2006 ype of identification produced r�0�7�S��/ ✓ ► 3 2 J I ANN,N 'O aonaea-4,,6.vi :y�.'c uriderw*" I LM r O AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 6/18/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%o). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces X07 � S 0 0 include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. O I ,04.Wt . di AAA 4,0;0 01ll, t 07, 0 AO SPP O s 0 i o a I s / id G 7" f s � � i i i CITY OF ATLANTIC BEACH APPLIC?TION FOR PLUMBING PERMIT JOB LOCATION: ! OWNER OF PROPtRTY: ------------- PLUMBING :CONTRACTOR: r i CONTRACTOR'S ADDRESS: 3552 St Aueustine Road Jax F1. 32207 I STATE LICENSE' UMBER: C 056702 TELEPHONE: 448-20401 HOW! ;MA OF THE IOLLOWING FIXTURES INSTALLED SINKS] SHOWERS LAVATORIES WATER HEATERS i BATH TUBS 1 DISHWASHERS URINAL'S DISPOSALS CLOSETS WASHING MACHINES i 3 FLOOR DRAINS SHOWER PANS ;OTHER i TOTAL FIXTURESs � X 3.50 $15.00 'MINIMUM PERMIT .IEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ---------------- ------------------------------ INSTALLATION _-__- - - -_-_--------------------------INSTALLATION OF LUMBING AND? FIXTURES MUST BE IN ACCORDANCE WITH THE 1:994 STANDARD PLUMBINO, CODE. E CALL A DAY AHEAD TO SCHEDULEIINSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CAI;,LED IN TO PUBLIC WORKS FOR INSPECTION PkI' R. TO.COVERING UP - X904) 247-5934. i i i i S i f ; DEPARTIwENT OF SUILDIN CITY OF ATLANTIC BEACH ' 1 ""PUMTT INFaRXATICN LOCATION I1' 8�} ''TC?AI �fMj't mer: 15528 dress : 143 PovisEt'PA i:OURT Pori ps.FLUM�T.Nt� . . ATLANTIC .BE,fiCH . . SC c. Rr :AL' LTIC?N ....-_ _ LE AL DEBQN: ,... an " r 'T'1� Wf3CI ack Lt�t t , y tJse:fiTN 3 E FAMILY , soction» er ! Sr bd. R>g W . De> ' 3d via n` it 0400 imp,rc Co3t : 0.00 AMOUnt PA 5A00 Pf , { w I.IJN �° .- APP T CATION I 322,ry r lTC1 DARS � �EI. 0,114C .. �, 1 TINX ROAD' rkk... :jiayy ��qk,)toN(v 1 p ' ;3210 o #+ VtlF.;`� yp f p ITICS—INSPECTIONS MUST BE REG�UESTED AT LEAST 24 OURS PRit�R T©iNSf�ECT10m I I UILCiIi'G MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE LADED IN PUB LIC SPACg;,AND CLi �kRED UP AND HAULED AWAY BY EITHER CONTRACTOR,OR OWNER #A LURE TO COMPLY WITH THE MECHANICS' SEN t,AW".�� A Sk�� 1 JJPEI Tl( t)WNER :PAYIIV T IICE, OA BU.I D�IUICi IED ACC©RDINC O APPROVED PLANS WHICH ARE PART OF THIS PER IT AND SUBJECT,TQ"t�EVDCATI©bI VII;3tAT4DF"APF'LiCABLE PFiOViS101dS OF"l AW. CHMi r ATLANT EACH BUILDI G.DEPARTMENT &7F 2 Y ay. ,fie c ff5f- f NjI DEKA 1` T OF BUILDING { CITY'OF ATLANTIC BEACH j 07 PERMIT' INFORMATION .. �. �_ •" .�.� � w_ ATION INFORM 'TLON, « '` 1 Permit Naber: 15604 Address . . 141 P�+z'NSftTA �'!'RI��* PerAi t Type:PLS BG AT ANTIx �" FLORIDA . -Class of Wor : AL'TR Tt N t�l� - EL ;DESCRIPTION F �;WOODTN R Block: 4tConstr. T j rc c U .SINME� ;FAXILX section. D $ubs: ��t A1111 va ue: 0Q DD 6 imp bv : Cast } 0 .00 DCt ur aZ,I.Q all eb AdTON d i I M ':@ir '. �x puy +� FLORIDA C.� d Ph,o wtZ �.�" ". j` Phoo > � a' a c P. .. - Ntt D R �' >,m U SNC INC 44„ A,�a Addy N�” Ro s RSA , t L 207 i ► � Exp: / f C � r� �� ,di ", i � a~, �d°°b Sa�aF B• �" ={9S�.v"WF., x a u E NOTES.: f , '� - NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 OURS R1 ;TO',INS A k tN MATER1At,RUBBISH"J4ND DEBRIS ARUM THIS WORK MUST NOT B PLACED,1N PUBLIC$PAdt,AND M4�SE r AE ED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ; E..Ta GoMPL�Y WITH THE MECHANICS' IEN LAIN CAN RES X ERTY C")WNER PAYING TWIG FOR BU1 QtNG 11lRQIE:AAE " ze " ,, $ELl"ACCORDING TO APPROVED" PLANS WHICH ARE FART OF THIS PE MIT AND 31JCT Tt3.REVt?CAl` ' VIbLATIpN!OF APPLICABLE PROVISIONS OF LAW. a ` R ATLANTIC EACH BUILDING DEPARTMENT F By* O "< , "' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: -}- OWNER OF PROPERTY: GJ PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: .e STATE LICENSE NUMBER: FC 0 TELEPHONE: HOW May OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS _DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER // TOTAL FIXTURES: X 3.50 + $15.00 ` 1 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: t�d4 llo_J46�; ll� 0 ---------------------------------------------- --------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. i r DEPARTMENT OF BUILDING 4665 1 6 6 5 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. �{ C7 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB TL Date AP'";1 iS 19 $I i f «r �Gti lel Valuation$._77,529-60 Fee >b I9I.50 :i: . ; ; ij '` This permit not valid until above fee has been paid to City Treasurer, and isi ' ,ia� f A} f subject to revocation for violation of applicable provisions of law. This is to certify that LEWIS TAYLOR. I. P.O.BOX 23142 - JACKSONVILLE FLA 32217 has permission to build RESIDENTIAL- TWO-FAPI'tLY (duplex) AS PT.AAq gljgUTTTFII Classification RESIDENTIAL zone Owned by-----!LEWIS TAYLOR Lot #167 Block S/D- SALT/AIR House No- 141&143 vn_ -. TNSE=TA-aTR= According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE F--► ► O Building material, rubbish and debris Iz from this work must not be ea ed in Public space, andd mast be cleared Bp and hauled away by either contractor or owner. 4' .. BILL Pi. DAVIS Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER fl WATER i FOR OFFICE USE ONLY Date.-----•-1 ............19 .9-1 "FAILURE TO COMPLY WITH THE MECHANIC S LIEN LAW Cy�N I � Permit #..Y��.�-----Fee$.../_ 1.::54 ...J ) ) T � Valuation $..... �..��...- OWNER PAYING WICE FR� DING NPROVEMENTS." House *------------ ./..Z... ............. APPLICATION FOR BUILDING PERMIT sv�;� '--------------------------------•_-- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date..................�-.1..•---.......-•-•--•-••---•............. 19.L/. -- Owner ---------............................Address,-Y... . .......................Telephone No.731.31- 1 Architect...A.Q--- /Q14.d ..----------•--•---------------------•--•--••----....Address,...........................................................Telephone No............................. ContractorBuilder !f e w c J►-!'�l '� --•-•-----•-•.............•----Address....---....................................................Telephone No-.-- •------- / Lot 4r.-9-7--------------------------------Block No-------------------------•------Sub Division-SA-M.-PLA T./I?----------------------Street------- ------------jSide Between2�ydA_d1A.4,t✓_/----------------------and....,P44' -V.........---.......--•---.....Sts. Valuation $. S'(31s-. .........For what purpose will building be used-.&S.............................Type of constructionAeAAMA......------.---... g � Size of Sills.................-------_----Greatest Si� Span in ft,-- -Size of Footings Dimensions of Buildin 3.►--- 3--S-------------Dimensions of Lot-.S..Q.---....-----•----••--•--. ••-•--. g's•.../.......... 1 Size of Piers------------------------------- ----_-----Type Roofsxy*Sly-.? CCU / How will Building be Heated?-......i/Z�..................... .........Will Building be on Solid or Filled Ground?--Tv../Z..................... Size of Ceiling Joists----------•---------•----------•-------., Distance on Centers............................................ Greatest Span............................................ " Size of Floor Joists----_--------------------------------------.,Distance on Centers.......... ................................ Greatest Span-------------------------------------------- n Size of Rafters----------------------------------------------------- Distance on Centers........ .... •................ Greatest Span....................-.-_._-----..-.--..---- It APPROVED This rectangle is to represent the lot. CITY OF A I.ANTIC BEACH Locate the building or buildings in the BUIL G cJFrICE right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. wor Inspections required. AZ KC 1. When steel is in place and ready to pour footi g. W 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. a a 4. When framing is completed. �see t 0/ �c 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. A 7. Electrical inspection by City of Jacksorville. m 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached y;hns and specifications, which are a part hereof, and in accordance with the building regulations of the City f ntic B cK.1 n Signature of Buil �`!•-----•._..... . . Address.. Y... v- .- 'Z ...-----..-1/4•x..... 2 r F Signatureof 0r ......................S—_ .....................-................ Address....................................................................................-............... CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE ,A� O' O DATE LOCATION rt- 1#3 Ro t w--u 41, 4- S/ OWNER ��► /S l /D� PLUMBING FIRM MASTER PLUMBER -- BUILDER OR CONTRACTOR �.CGt//;f /�✓�� TYPE OF BUILDING__jrju e BATHROOM GROUPCONSISTINGOF /r�0 SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH TUB OR SHOWER STALL.(6UNITS) SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) FLUSHING RIM SINK ( 8 UNITS ) BIDET (3 UNITS) SERVICE SINK TRAP STAND ( 3 UNITS ) COMBINATION SINK AND TRAY ( 3 UNITS) POT,SCULLERY SINK ( 4 UNITS ) COMBINATION SINK AND TRAY W/FOOD DIS. ( 4 Units) URINAL, PEDESTAL,SYPHON JET BLOWOUT. ( & UNITS ) DENTAL UNIT OR CUSPIDOR ( 1 UNIT) URINAL, WALLL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) URINAL STALL, WASHOUT ( 4 UNITS) DRINKING FOUNTAIN (!I UNIT) URINAL TROUGH EACH 2'SECTION DISHWASHER ( 2 UNITS) 'y 0 ( 2 UNITS) FLOOR DRAINS ( 1 UNIT) 6_Q:2 WASHING MACHINE RES. ( 3 UNITS) KITCHEN SINK ( 2 UNITS, . WASH SINK EACH SET OF FAUCETS ( 2 UNITS ) _ KITCHEN SINK W/WASTE GRINDER r 6 O ( 3 UNITS) 9 WATER CLOSETS, TANK- OPERATED _ ( 4 UNITS ) �Z LAVATORY ( 1 UNIT ) �� WATER CLOSETS, VALVE OPERATED LAVATORY ,BARBER,BEAUTY PARLOR ( 8 UNITS ) ( 2 UNITS ) LAUNDRY TRAY ( 2 UNITS ) LAVATORY, SURGEONS ( 2 UNITS) ,.. �. HOWELL[us-fss tows L�J�C[SON VIIIf 1-- 11769 CITY OF ATLANTIC BEACH No. 07508 FLORIDA 4/15 1991 NAME Mr T ewi G Tayl nr ADDRESS 141 & 143 Pninsettia StrPet I CITY AtI nnti C Reach Fla 9913 Account No.#40-343-3700 - Water Connection Charge. 380.00 Account No.#41-343-5200 - Sewer Connection Charge. $1800.00 2180.00 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER zcn D Z m n m ? rn C m zj c._, b mzi H a D D x O C p # x O r p $ p p Z I cn w z CC) i0 0N C >4 r tr+ r H � O to t=i r m t=f Cr! N N z N (m H En 9 00 cn t-4 tri � N cn 74 0 P-3 > H `J y t� M H H OC OR CD CD CD CL D m Q a- cD ca N N V1 N p cn z D (n z 0 # mD n- m D mad n M c� # m x 0 o r c oN p r x O C) m H N W r m [r1 cncn t-4 Li o cn tri W t N txl r H N r9rcn H N En O Pd N OH 0 N O z Ctzjn v En N H H 9 9 E cn 1-3 H H H>,-3r >'< -<Zy00 >OM OWmm �m C> w 00 oZ r� > C> y .L Vii > ZO t.jm -1 O U) N D m s N> O Z n n im ->ij m tHrJ Czi� O > _ � m -1a C rrn vm � 2 m r O � D.� Z m r0n > m = � N AqZ N W mpto T Z r e0 "� N r A —. > won > r- o > 0 W m N , M m m pQ7 > NM m wn m wn (A � _ � _ m = 0 � m p ° Inz O > Z < -1 `mon I mp0 m .im m j m 0 > - I A� > Dm Dtp m f Z OD m ; � VOi `p 0O = iz O OO 0Zc p C-4 0Zm O m> i ° o m� z ° Y Y O > O > O m O m Y �rJ - 00 3 00 x tt3l -mi tri m 'n i1 Op MM '� '� O mA 0 0 E C] (!) > D 1 y > > > j � rt o n 'n C n "r7 OT ma ;D ?1 >25 n 0 m m 6n m N m 0 u " D ,T T O i O .i I I m m A z co to 00 -- o CQ O CO C) m� o m> i DEPARTMENT OF BUILDING Q O CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 4680 / PERMIT TO BUILD 26@uLl TSU THIS PERMIT MUST BE POSTED ON JOB i;z�J#6,a;i`1, Date 4123 19 + /t= / i 81 Valuation$Thing— Fee$in This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. This is to certify that .ITA( MANGRITM PLL MRTNG CO_rINC 5543 VISTA VERDE AVENUE JACKSONVILLE, FLA 32210 PH.772-0428 has permission to J4A Mall 2 SINKS, 4 LAVATORY, 2 BATH TUBS, 4 CLOSET 2 WATER HEATERS, 2 DISHWASHERS, 2 DISPOSALS 2 WASHING MACHINES ClassificationDwallinE' Toro–Family (DUPLB�1�ne ��TrIFNTTAT, Ownedby LEWIS TAYLOR BUILDERS,INC. Lo #167 Block S/D SALT/AIR House No, 141 & 143 POTNSETTA STRF.RT, ATLANTIC REACH FLA 32233 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS ,1 AFTER DATE OF ISSUE A �� ► 0 Building material, rubbish and debris Zfrom this work mustnotbe placed in public space, and moat be cleared up and hailed away by either contractor or owner. 11r Bill M. Davis Building official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER - ► JIM MANGRUM PLUMBING CO., INC. 5543 VISTA VERDE AVENUE JACKSONVILLE, FLORIDA 32210 PHONE: 772-0428 CITY OF AT IANT-.C: BMCH APPLICATION FON PLUMBING PEPAIT ;HATE April 23rd, 1981 LOC..AT ION/� � D c 7T.4 pLU14BING FIRM JIM MANGRUM PLUMBING CO, INC. MASTER PLUPMER V.. JAMES MANGRUM C :TI'/C'OUNS Y OCCU14AT IONAL LICENSE NO. MP-67.� P- - - S° A'S'E CP,;RT3FICATE Audit #311900, File #RF0037923, Batch#1 T — BUILDER OR CONTRACTOR LEWIS TAYLOR BUILDERS, INC. TYPE OP" BUILDING Azr—jL SHOWERS L4VATORY WATER HEATERS ,_.BATli TUBS DISHWASHERS URINALS DISPOSALS , -.CLOSETS WASHING MACHINE FLOOR DRAms CN:��'za O1`s LAP` P �9ffi;INtC, AND �� fi;'�"�'REizoi URT ��' -TAN WMA- `HE MOST '.CLNr ED `31ON OF THE SO(YrHERW STNNMRD PLUMBING CODE. CITY OF ATLANTIIC BEACH APPLICATION FOR SEWER CC3ZM` TIONS ACCOUNT NO. #220106 DATE April 10, 1981 LOCATION 143 Poinsettia street. LOT NO. #697 BLOCK NO. SUBDIVISION OWNER Mr Lewis Taylor TYPE OF BUILDING P•SASTER PI,iJISBF,R ' DATE INSPECTED BY i i �. f* CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-IN APPLICATION IS HEREBY MADE FOR Mr Lewis Tay,]or WATER CUT-IN AT THE FOLLOWING ADDRESS FOR (DUPLEX) two family residence 2 UNITS (S) CUT- IN CHARGE OF $85,00 for 3/4" Water Meter, $4.00 Const Water. STREET NO. 143 POINSETTIA STREET. LOT #697 BLOCK SUBDIVISION SALT/AIR ACCOUNT NO. #220106 MASTER PLUMBER DATE METER NO. 3 aA 57'417 7 DATE INSTALLED w p CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNECTIONS ACCOUNT NO. #99010.5 DAA April 10,1981 LOCATION 141 Poinsettia Street IAT NO. #697 BLOCK NO. SUBDIVISION SALT/AIR OWNER Mr Lewis Taylor TYPE OF BUILDING (DUPLEX) two family residence MASTER P11r1`ER LATE INSPECTED BY w CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-IN APPLICATION IS HEREBY MADE FOR Mr Lewis Taylor WATER CUT- IN AT THE FOLLOWING ADDRESS FOR (DUPLEX) two family r id nrP_ 2 UNITS (S) CUT- IN CHARGE OF $85.00 for /4" Water Me r S_4,00 Const Water STREET NO. 141 Poinsettia Street LOT #697 BLOCK —SUBDIVISION—SALT/AIR ACCOUNT NO. #220105 MASTER PLUMBER DATE (4 - A3— 51 METER NO. 3c,A s`C 17 r DATE INSTALLED CITY OF 716 OCEAN BOULEVARD—DRAWER 23 ATLANTIC BEACH, FLORIDA 32233 3159-141 a 3160-143 BUILDING PERMIT N0.11_4665 ELECTRICAL PERMIT NO.# 3148 TEMP—POLE PLUMBING PERMIT NO.# 4680 JOB ADDRESS 141 & 143 POINSETTIA STREET. ATLANTIC BEACH FLA 32233 CONTRACTOR MR LEWIS TAYLOR OWNER MR. LEWIS TAYLOR DATE REMARKS INSPECTOR F011NDATION FOOTING SLAB �/•� Y/ /1�, PLUMBING (R) fY/ TOP—OUT SEWER TEMPORARY POLE 40 off LINTEL/BEAM COLUMN ELECTRICAL (R) PLUMBING (F) FRAMING ELECTRICAL (F) — �/, ✓ `�,_ GRADES SHOT /0 t 14 CLEARING LOT fplol OTHER FINAL INSPECTION SVILL7AM 5. H � _!� i -- C%VELL ._ JAMES'�ON ALAN C. JENSEN L. W. lAINTO JR. CATHEF tiE G. V.:N %ESS 1.'.zyor Comeras:cner Co^�-niss+oner Ccmr,iss:cner Co ,m;ss,cner C �T_,- ssioner FILL M. DAMS OLIVER C FALL` !.!RS. ADELAIDE R TUCKER CARL STUCKI City _er ,y .o -.Fy Cit, m D ?+ 5' 01 O T _ Nm - -- Q o Q s INSPECTOR 0 = D c c m A m AO O a O N _O Q< _ A :r mO N Q 7 n A A Q '.^. H fi 6 �. O A O H A m N z 3 y A ^ H m (1 0 o D O H �_ N t Q O f O A rn C Q O O Q C `r n o' o p :0 p H lC �' N S n ." p n Z z f' o A 3 o rn m G`j OZ 9 t :3 !: 3 -1 G) D Q — 1 — " Z a (Do J ZZ H _ f-t a N• rn A T v X C=7 �' to n' c o Q ^ D Z ci H a^ ~ O y =- 0 O m C Q ? D N n 0 I LA Li T �, O' 0. S m n CC) F - �: �°.� o n o -1 t rJ 3 3 O Q p A 0 O °�° t o. m N 3 v Z Q mD OO / • / -0 O N (p S a J ' 9 7 c A , , O �. o o Z y V r�r N A N �• a � b a E THIS BECOMES.A VALID PERMIT WHEN CERTIFIED PAID BELOW Auditor No. v 3 > to ,-» o En Checks credited subject to final payment 3160 m3 -a — X " 3 Y.' 3 D D T F C4 ;0 O �, �' �, o-U Q 0Q :r -i oo r- v INSPEC it OR Z . 'D c A A c A m� � n Q F� O Q O N n 7 a n 'D O ? n A co n ;Um 3 A v T o N ';SA f QCD A > = mC O N d O n A N O' N n p+ p Q A A N < n H (7 3 N O Ao o' �° cr'p N r m o 5 3. n W C u1i > > N En , f9 C m ;0 m 0 Zz Q <_ o 0 "� ": c.1D ;0 mZ C x t-4 F r ,n rn +-i '� T Cj Z r- t' Q A Di N -� H H ,. 6.. A 2 j y t,+ N O N m z z ta H �. .� D X to _ c o Q z z �y ty e A T O L7 i. H y N H H _ ,• m Z QD N C 'z0 O n O n "0 m z ti t T �i O 0- r; 2 m Q v Q Q - n co _ -� rn O O p ro o 4 r� Z I I • � Q_ o � * s � v C CO co r. A z D m Q_ nCD iO O Q �. to 0 iZ ' Z 9 ? 0' v {' 0 t7 -- _— ---- i £ THIS BECOMES A VALID PERMIT WHEN CERTIFIED PAID BELOW Auditor No. z '� 1 4 CITY OF i" �� fir• '>, • .{ . .� ,�•,� � ��J}/ .. �',1,R�'BSI f b.T.",k v a L✓ an w+ i^' Ui I G"4'.'Y.:.+� 716 OCEAN E3OULEVARD--DRAWER 25 ATLANTIC 13CACH. FLORIDA 32233 JULY 14, 1981 PRE-SERVICE SECTION 3RD FLOOR. JACKSONVILLE ELECTRIC AUTHORITY BLDG. 233 WEST. DUVAL STREET. JACKSONVILLE,FLORIDA 32202 DEAR SIR: THE FOLLOWING LISTED FINAL INSPECTIONS HAVE BEEN MADE AND ARE SATISFACTORY: PERMIT NO.#3159 - 141 POINSETTIA STREET. ATLANTIC BEACH FLORIDA 32233. #3160 - 143 POINSETTIA STREET. ATLANTIC BEACH FLORIDA 32233. PERMITS ISSUED TO ELECTRICAL CONTRACTOR(BIVINS ELECTRIC CO.) Sincerely, GAE/REV G.A.EDWARDS DIRECTOR OF PUBLIC WORKS 4 i f A 1 1 pFF k WILLIAM S HOWELL JAMES E. MHOON ALAN C. JENSEN L. W. MINTON, JR. CATHERINE G. VAN NESS "'aycr-CG-nmissioner Commissioner Ccmrr,iss�oner Commoss�oner Commissioner BILL 1` . DAVIS OLiVER C BALL MRS ADELAIDE R TUCKER CARL STUCKI City 7, rer City Attorney City Chie' o` Poce �O'recto! of Public V:orks aria Fri- D :partment GLENN A Aw CITY OF Office of Building Official Date JUNE 10, 1981 REQUEST FOR INSPECTION Permit No. 464665 Time 9:00 AM A.M. Received P.M. District No. III DUVAL 141 & 143 POINSETTIA STREET. SALT AIR OwneJob Address Locality Name rrs LEWISTAYT nR Contractor LEWIS TAYLOR BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....❑ Wire ........... Rough Wiring ..❑ Rough Chimney ......❑ Lath gh ........0 Rough ....❑ Finish Wiring ..❑ Final ......... •"�""❑ Framing .......❑ Scratch g ❑ Final Final �•� •••❑ Fixtures .......❑ Sewers ...... •� '� "❑ ..❑ Brown ..o Motors .. Water Heater . C] Footing .......❑ Finish .... .❑ Tem Pole ,..''❑ Gas Slab P ❑ Cesspool ......❑ ...❑ Wallboard .....❑ Final Inspection.❑ Top-out ...... Lintel Beam ...❑ Water E]NEED GRADES SHOT "'. •'.'❑ �EAOX FOR INSPECTION A M Mon. Tues. a Thurs. Fri. P.M. Inspection Made A.M. R Inspector 's •' c / / �At OOW CITY OF >ValtC Office of Building Official REQUEST FOR INSPECTION 143-3160 Date MAY 20, 1981 141-3159 Time Permit No. Received-9.00 PM A.M. — P.M. District No. TTT DLnU 141 & 143 POINSETTIA STREET. Job Address SEA SPRAY ow ,iEWIS TAYLOR Locality BUILDING Contractor BIVINS ELECTRIC PLASTERING ELECTRICAL PLUMBING HEATINGFoundation.......❑ Wire ............� Rough Wiring. gh Chimney...........0 Lath..................❑ Finish Wiring..❑ Fna ............... ❑ Final...............0 Framing............0 Scratch..............❑ Fixtures..........0 Sewers...............❑ Final................. 13Brown...............0 Motors,............ Gas................... El Water Heater.. ❑ Finish..... inish................ Wallboard ........ Cesspool...........❑ Mon. READY SPECTION Tues. Wed. Thurs. A.M. Inspection Made Fri. __ P.M. Inspector r �: CITY OF Office of Building Official REQUEST FOR INSPECTION #3148 APRIL 29 1981 Permit No. Dste AN. District No. DUVAL P.M. SALT AIR LocalltY o caress � �T FrTRIC Owner's contractor rT��T*THEATING Name ELECTRICAL PLUMBING BUILDING PLASTERING ❑ Rough............❑ ❑ Rough.............. Fountlat!on.......❑ Wire..................❑ Rough Wiring. Final...............❑ Chimney...........❑ Lath..................❑ Finish Wiring.. ❑ Final........... ❑ Framing............❑ Scratch..............❑ Fixtures.......... Sewers...............❑ Water Heater..❑ Final.................❑ Brown .... ❑ Motors............❑ Gas...................❑ Finish................❑ TEMP POLE cesspool........... Wallboard .......❑ A.M. READY F004NSPECTION Thurs. Fri.____--------P.M. Mon. Tues. We Inspection a y' �+ 4 Inspector r` W1.2 CITY OF .. Afdfta OHip of Building Official Date 4/24/81 REQUEST FOR INSPECTION Time Permit No. Received ArM. P.M. 141 & 143 POINSETTIA STREET, District No. Job Address N=s LEWIS TAYLOR Locanty BUILDING PLASTERING contractor TAYLOR BUILDERS Foundation.......p wire ELECTRICAL PLUMBING Chimney ^......••❑ Rough Wirin HEATING ^•••p Oath g•❑ Rough.... Framing ...........•❑ Finish ••❑ Rough........ ....❑ Scratch...... Wiring..❑ Final ..... ❑ Final. ••••••••❑ Fixtures ••••••• ❑ Final....,,,,.,,.,•„❑ ••••❑ Brown....... ❑ Motors ❑ Sewers ❑ Water Heater,. ❑ SLAB Fmish........... ........❑ Gas................... ❑ Wallboard ........p❑ Cesspool...........❑ Mona Tues. READY FOR INSPECTION . Wed. Inspection Made Thurs. Fri. P.M. Inspector A 8-1.2 CITY OF AVdft* Office Of Building official Date APRIL 23 1981 REQUEST FOR INSPECTION Time Received A.M. Permit No. #4680 141 & 143 Job Address POINSETTIA OwP M STREET, SALT District No, DUVAI ners , AIR Name LEWIS TAYLOR BUILDING �ocauty PLASTERING . contractor Fornde .... ❑ ELECTRICAL _ - II1t_ G Chimney Wire ❑ PLUMBING Lath,•,,, Rough Wiring.❑ Framing .......❑ HEATING ❑ Scratch... Finish Wirin Rough.••••. Final.... g •❑ Final.... ❑ Brown.... Fixtures.... Rough............❑ ❑ Final.......... . ❑ Sewers...............❑ ❑ Finish.... Motors........... .❑ Wallboard...*11�••`❑ Gas..... ►Nater meats;,.*❑ cesspool....... D Mon. Tues. READY FOR INSPECTION insPtt¢tibn Made Wed. Thurs. lnnsP�ector Fri. A.M. � 'i, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025865 Property Address . , , Date 4/10/03 • 141 POINSETTIA ST Tenant nbr, name . . . . REPLACE HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . • TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- _ THALMUELLER, TIMOTHY FLORIDA WEATHER INC. 141 POINSETTIA STREET 1117 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32236 _ (904) 249-1290 ----------------------------------------------- Permit . . . . MECHANICAL PERMIT Additional . . . Permit Fee . . . . 79. 00 Plan Check Fee Issue Date . . . . Valuation • 00 . 0 Fee summary Charged Paid Credited ---------- Permit Fee Total ---"'e-- - 79. 00 79.00 . 00 Plan Check Total . 00 . 00 . 00 Grand Total • 00 . 00 79. 00 79. 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t � BUILDING OFFICIAL CITY OF 4&44 w' /3e=4-&7ja j4& Office of Building Official REQUEST FOR INSPECTION Date JULY 14,1981 Permit No. #3159 &3160 Time A.M. Received P.M. District No. III DUVAL 141 & 143 POINSRTTIA STREET. Job Address Locality owner's LEWIS TAYLOR BIVINS ELECTRIC CO. Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ..p Wire ..❑ Rough Wiring ..❑ Rough Chimney .................❑ Finish Wiring ..❑ Final ..""'.❑ Rough ........p ......❑ Lath Framing .......C] Scratch .......El Fixtures ....... ....... ❑ Final eater ..p Final ..........C] Brown p Motors .... p Sewers ........❑ Water Heater ..❑ Footing .......p Finish ..... ...❑ Tem Pole ❑ G ......p Slab ..........❑ Wallboard ..... l .❑ op-out l ......p Lintel Beam ...F1 C7 Final Inspection. Top-out .......F] Water .........p AMW FOR INSPECTION A.M., Mon. Tues. Wed. Thurs. Fri, P.M. Inspection Made A.M. P Inspector .G✓ 1 `�' >«iG ...�...e....,: i .. �