The URL can be used to link to this page

230 7th St (vault) R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL 3884.3 R1 Date: July 26, 2005 Product Category: Windows Product sub-category: Single Hung Product Name: 2300 Series -Model 2300 Extruded Vinyl Single Hung Window Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick,NJ 08902 Phone-732.435.1000 Facsimile—732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc. and Wendell W. Haney, P.E. (System ID# 1993)for Silverline Building Products based on Rule Chapter No. 9B- 72.070,Method 1 d of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code(2004 Edition) and where pressure requirements,as determined by Chapter 16 of The Florida Building Code,do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 409 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL# 54158)for specific use parameters. Wendell W. ney E. FL No. 54158 .. Sheet 1 of 3 FILE COP .. .+. .._ Limitations 1. The 2300 Series-Model 2300 Extruded Vinyl Single Hung Window has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring wind-borne debris protection this product is required to be protected with an impact resistant covering that complies with section 1609.1.4 of the Florida Building Code. 3. Size Limitations: Configurations MAX. Width MAX. Height Single O 54.5" 75.5" X 4. The Design Pressure Rating for the various size units are as follows: Overall Overall Overall Day Light Design Pressure Rating Fin Frame Glass Type Dimension Dimension Dimension Positive Negative (0)48.125"x 33.625" 1/8"Annealed 54.5"x 75.5" 52"x 73" Air +25.0 PSF -25.0 PSF (X) 48.125"x 33.625" 1/8"Annealed (0) 48.125"x 28.125" 1/8"Annealed 54.5"x 64.5" 52"x 62" (X)48.125"x 28.125" Air +35.0 PSF -35.0 PSF 1/8"Annealed (0)41.125"x 28.125" 1/8"Annealed 47.5"x 64.5" 45"x 62" (X)41.125"x 28.125" Air +40.0 PSF -40.0 PSF 1/8"Annealed (0) 36.125"x 28.125" 1/8"Annealed 42.5"x 64.5" 40"x 62" Air +45.0 PSF -45.0 PSF (X) 36.125"x 28.125" 1/8"Annealed (0) 32.125"x 28.125" 1/8"Annealed 38.5"x 64.5" 36"x 62" (X) 32.125"x 28.125" Air +50.0 PSF -50.0 PSF 1/8" Annealed /� ��/ G Wendell W. .a , P FL No. 54158 August 1, 2005 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 409 titled 2300 Series,Model 2300 Extruded Vinyl Single Hung Window prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813)signed and sealed by Wendell W. Haney,P.E. B Tests Performed 1. Testing per Metro-Dade County Protocol TAS 202-94 as performed by Architectural Testing,Inc. and reported in test report number 01-44453.01, dated June 5, 2003,signed and sealed by Joseph A. Reed,P.E. 2. Testing per ANSI/AAMA/NWWDA 101/I.S. 2-97 as performed by Architectural Testing, Inc. and reported in test report number 39154.02-122-47, dated July 14, 2004, signed and sealed by Steven M. Urich,P.E. 3. Plastics testing(Extrusion) in accordance with the"High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 03-1110.03, expiring August 15, 2007. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report# 01-44453.01. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney,P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute,Inc., certifying that Silverline Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ID#S-019-1. Wendell Hat y, FL No. 541 August 1, 2005 Sheet 3 of 3 SNOISIA38 _ c o 'd '�uw 'M uavuaM S31ON 1V83N30 I8 S3N(1SS38d --""--""-Aa _--" -- - ---- Z�oN��6uV _--._._ _ 31t/Q ui 77 N`OIS30 'NOUVA313 1V01dkL M3 jgj y00Z Ol 351n32! SO/5Z/L ^ w 3 -oH uon I -W-9111-0 -,- N3SSV 80 IHVd MOONIM 0NnH 310NIS GM699,vto —4a AA OOEZ 1300W S3RI3S OOfZ m m siwnne on owainelYV� SlMl10021d ONI0111B 3NI123A1IS o 9 > a a a w a a w Ln v o o N Z N W K a > CL a a a a w n 0 0 0 0 0 Ln o � V1 Q O Q O O J QW Ld O• a= a a a a Q Q a Q Q Q Q Q Q w� o O --Ln J 03 Np w ro a � n N 1n Lr)(N n n n n 1-4 w \ \ L N N_ N N ry N N 11) M N N N N N N co N J=Z N N N N N N N N �. -- U Fn x x x x x x x x x k Z = - W W N N LC) L-) n LO p O Q N_ N N NN- LL1— 010 O l'0 O p oo ro ro ro cd N cv 'XVWL XVW „4Z9'fC 1H013H 3WV213 - llVa3A0 'XVW „F/ z - . NI3 01 NI3 ¢w ^ C, CN IN C4 ~— 1HOI3H „S S/ w Q z x x x x x O : p N N N O N J Z v1 N u N J O N V Q V1 i� co � cD N WS W x x x x x O ; _ O U7 N vl U�Ln Ln v] Lh V N 0.7 W H O O O U Q O= Z chi 0 <m Q� c~i3 Z a M Cl-= p< ^ N O W Q W m J W U Q J a CL z� canmo WMOU �' V U o `^U W z _ o _ p U Z U U w zo 0 m _ Z Z O co Q U W p ALJ~ In W -� N N Q U Y D W Lu CO Z�000 �N O O w JWC9 3a?Q aN o O V N p Q�� U�> C] Z Z d j W ~ ¢O W w W �0U0 V) W O N Z m v, W U W m0� O�-F-wCg.7 F=- 111 Q WOJO QZ"' -pVQ--� ZO a ZOQ(n m O = w co NQ3 �o�w O Oll� oo30Q w z mw ACL w v w r W U 2<U O¢Q acn�`v O > =ZQ O o LLI J �oOf uo�Z,m Z�Qo m � Qd W Z X /R o w Q 0, p0�c0 Q Q W v as -, O �. a� �ozm �Wao >mm Z M cov ��> acn ooQ wow a_- w CL__ =cr_ �- 3cn 3d3tnw � �V N n _ N SNOISIn3H 'd 'ti 'M IIWa�M SN01103S SSONO !,6 31V4 ON lV1NOZ1210H -V 1V011213� M3 083 4002 01 3SIA38 SO/9Z [ L \ t 'aN u .ow'Tov' b oaylya� TIOV43SSV HC i8Vd N �3 low Ia+d la W-48 oP1+-u Z D a�a as9rw :w+ wm4d MOONIM 0N1H 310NIS J N -Id oaNloA Mi Yo9 •o•d 'l/' OONZ 1300W S31H3S 00H _ �' m �` Qlf m 'suwnrtsnoo omscrune S10(100Nd ONIOII(10 3NI183AIIS w ti 3 puod�id quo oaa 1Of1008d NC, N AHI WIHS -- XVW „SZ' ° ° O ° v U w � N I OI W O H o v � Z� Sao o a N - ^ pJ ry V N N W LHOOH 3WV83 11VH3A0 XVW „CZ NI3 01 NI3 1HO13H 11V83A0 'XVW „S'SZ d)d) 8W3 NIW „ti/l—L o� N . � � p e Z^. v1 1 N IW N N O N� N tT Z = O_ O U w � N N < Z N O w � � U W Z O J O X Ir O O C _ N N N N U7 W H n � D ^ o N z� ooa ,m IW 3003 WOH3 3003 WOH3 'NIW „Z 'NIW „Z 1A•ua" •M ii•w•u 9NI80HONV SNOISIA3?J MOOMM HO(fl M3 fed 400z of 3sln3a so/eZ0[ ON ^ w 3 O y .z l0 NoaUlYe� ti 3 o �AlBW35SV 80 laVd ioua•«�dd yo woes •ay+eu Z ce&e•asa'CLQ '"wa —44 MOONIM 9N(1H 319NIS �I �! eeysie� ocZ •eB 'O'd OOU 1300W S3183S o0c" i 'su+vi�ns ownine Q7 S10f100ad 9NIGina 3MI83A1IS Q :.(p oe+ede+d nuewn000 1Of100ad a31N30 NO O U Z J Q Q U W U wHJ J m O U w W W ¢ Q O Z U w¢O m OZ �O 3 NZO¢O W p O ��C Z KIwN 7 W 3 Z M w< N W p LLJ Z F Cjf Z y U � QUOC JOY� a�¢w Z _ z_w „C LL ¢ µ U ¢ OX Q Z ON Z 00 Z cn O Q 3 ~ W 2 }Z 2O O Q O < O Q a O m W K U Q W N a Z C W Y O vi0 8N2 X Z U W ti Z_ � ry m� � Z m Y ¢ w O -DU O� Q U uj N m U U 01�> x CL m �N XZVI afN O OXY Z WWU SNOISIn3a a 3' off 'M u•v�•M S1N3NOdn0O 2? 11V130 A6 9NVV19 1V1831Vn 40 1118 M3 OBj 4002 al 3SIA38 90/9Z L L \N x rn L m 0 0 �N•V b 1ua�lN+q :,118W3SSV 210 121Vd oouolw•lo+d {o paoog oPp— ' • z VI s�sxocw '•N •nWd m oac.wn osz :og od 1/' OOfZ 1300n S3183S 00H m w S10f100Nd 9NI011l18 3NI183AIIS o ;AS o. dwa snu•w c �1Of100iJd O rn O Oco W � !S "9f Z ,.b4b � �W � m w z� z W � J � �c N^ VI J J 00Q Z U Z WY n �W In O QN 0 UW LLJ oQ Cl- ¢ p~ _J z� Y> 8tZ a W w S ¢ S �g ~N oQ u In N Q ID Q O w X Q N W Q „BLZ' C w D o U N W � U „9f y "9f' Z > a N � � ;7, O J J W W 111 CD0 -J O W N J �o ID „Zfb �< IFOyl 1� z N U > a O U U U U U V Li W W W W W— ---------- ------ U) O W W O m »»» wwwww �ww�o� 9L'l J p CL (4 Ln LLnLnnLf)i U �U)U)) ——— U Q U Z w N > —————--——— Q Q O > a 0 a ro >> a = J w O Q Z J N U m > J Ln '� Q „806 I J Y� Np UtOp U O %11) J LL V7 LO, O m = ' O O � Q II� I Q �O O 000 �C�¢ W LLJn r7 In rn a N N W� C) NNS ui d W> (n Q rn N o ap 0>Z N n n Z: rn= u7 I rn oQ oQ m J W m et ro O W W U Z Z z m o 3 0Q -M m m w W J W 1 W (7 CN Wwcp< ly li l� �F- p=O zoo zzNe Q mul 333 mg�"¢CL U W a�JNN Up C' J_C, W W W )-LO 0- CL -Q ��m(nUU Jadd >t 0 Z1 �a' Q c�UUCUUv= cdc��Z—�waaaa°o�CL o „18Z'I a --- „9bf'f IN » >> a m In a a a CL aanw��a�mrrrr r boa” U N O 000000 WWW W-JV w(n V] cn Z W WWWW W JW Q �(YOf fY Z 2 u O O O O D O m Y 3 W W W W U Q U N X U K U UUm7 U�=00Y001=- ti ti Z Z x In ca O o O io J ��W�xw K�ww� w5�� vcn K co O xxxxxxaQ__pa- wwwwwwOcnwwJm3333 3G�• CD�nN^� n N v 1a > O`-'NM�rn<On� m O N�V �nNl� a J a V�On�at- NN NN N NNN R R W Building Consultants, Inc. VV B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 , Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL 3863.3 R1 Date: July 27, 2005 Product Category: Windows Product sub-category: Single Hung Product Name: 2300 Series - Model 2300 Extruded Vinyl Single Hung Window Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick,NJ 08902 Phone—732.435.1000 Facsimile—732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney,P.E. (System ID # 1993)for Silverline Building Products based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004 Edition) and where pressure requirements,as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 406 prepared by R W Building Consultants,Inc. and signed and sealed by Wendell W. Haney, P.E. (FL# 54158) for specific use parameters. M.W.ll Waney,,F,1.E' FL No. 54158 August 1, 2005 Sheet 1 of 3 Limitations 1. The 2300 Series-Model 2300 Extruded Vinyl Single Hung Window has been evaluated and meets the requirements for use within the State of Florida including the"High Velocity Hurricane Zone". 2. When used in the "High Velocity Hurricane Zone"this product is required to be protected with an impact resistant covering that complies with Section 1626 of the Florida Building Code. 3. When used in areas outside of the"HVHZ"requiring wind-borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 4. Size Limitations: Configurations MAX. Width MAX. Height Single O 54.5" 64.5" X 5. The Design Pressure Rating for the various size units are as follows: Overall Overall Overall Day Light Design Pressure Rating Fin Frame Glass Type Dimension Dimension Dimension Positive Negative (0) 48.125"x 28.125" 1/8"Annealed 54.5"x 64.5" 52"x 62" (X)48.125"x 28.125" Air +35.0 PSF -35.0 PSF 1/8" Annealed (0)41.125"x 28.125" 1/8"Annealed 47.5"x 64.5" 45"x 62" (X)41.125"x 28.125" Air +40.0 PSF -40.0 PSF 1/8"Annealed (0)36.125"x 28.125" 1/8"Annealed 42.5"x 64.5" 40"x 62" (X) 36.125"x 28.125" Air +45.0 PSF -45.0 PSF 1/8" Annealed (0) 32.125"x 28.125" 1/8" Annealed 38.5"x 64.5" 36"x 62" (X)32.125"x 28.125" Air +50.0 PSF -50.0 PSF 1/8" Annealed Wendell W. aney E. FL No. 54158 August 1,2005 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 406 titled 2300 Series,Model 2300 Extruded Vinyl Single Hung Window prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Wendell W. Haney,P.E. B Tests Performed 1. Testing per Metro-Dade County Protocol TAS 202-94 as performed by Architectural Testing, Inc. and reported in test report number 01-44453.01, dated June 5, 2003, signed and sealed by Joseph A. Reed,P.E. 2. Plastics testing(Extrusion) in accordance with the"High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 02-0523.01, expiring August 15,2007. C Calculations L Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report# 01-44453.01. 2. Buck anchor analysis for loading conditions,prepared, signed and sealed by Wendell W. Haney,P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation &Management Institute,Inc., certifying that Silverline Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ID#S-019-1. Wendell W. ney, E. FL No. 54158 August 1, 2005 Sheet 3 of 3 'M IPW.MSNOtS1A32J S310N Wa2N39 T 53anss3ad �8 31b'0 ON v NOIS30 'NOI1VA313 1VJIdAJ — 0 3 = r ` MPI Z 133HS S310N COV 90 SL Z L v W 3 Su3 roue ia+d to woo6 opuui� :Al8W3SSV 210 121Vd M3 JB3 4002 Ol 3SIA36 90/9Z/Z Z N Z 3 z o M 6'6 9•¢y9 --N wWd MOONIM 9NnH 310NIS Y of 1d ooy�oA QSE xog •p•d� oocz 130011' S31a3S Docz I] 'suivnnsrwo awnine Q9 S1910021d 9NIO11IlB 3NI1a3�11S x 3 A6 Wood-d :lonaoHd > cn co Cl) 0 W a a a a ¢ 0 0 0 0 o w v o 1) o CL CL z W W W W U > CL a a 0- L LA 0 0 0 0 � o vi o vi o IL n v r n OO W OW 0 �W WO W J J J J J J J J L, z cr z U� ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ _ �_ \ 00 -- ro ro �s 0 03 N❑ W 00 C) !A a 00 x co J=Z N N N N N N N N Q(7 C) x x x x x x x x x W W In ifl v1 n U-) to U] 11 'Q'�'Q .Q.1.0 O op N .- to co N N XVWL XV V V d f 7 „SZL'8Z „SZL 8Z o sz o x o x o x 1H013H 3WVNJ ---- 11V83A0 'XM „Z9 Z _ NI3 01 NU J w N N N N 1H913H „S't,9 �W x Q z 0 0 O W W x x x x p N O p to Z N n cn In O Z N Wx x x x O : : � N O N n 4 n N co Ln a a w o Li o O U L o ¢ O U W Z U W a v Lu N a o o W o a _ Q Z? OOH W H V U W N dS C CL 0�= U7 O Li a No �o Z< � �(n Boz nz o o m W 7 L o� ¢ Ox 'RE C) o Q G\ �� ZO OoLnn �_ W n� Onw J U s I 0 �� ~ ti�oi cr In W 7 U O fn W W O W L� �"O W fn O C•ft� W F-� Ln J U CY-.i O ZQ� ZODU Z a �Vf >¢O W= � O WOO OO�Z cn OU �N (D R W `1 Q W(7:. 0]ZD > C]UU tiZO Z Z O ¢O� O 2 D .J ZW J ¢Z 2O�--U OO¢~ W O F'UU W z W�O ¢ UF-=Z O W=W z UZOQ O T U m O N V)�W O F-O d~ O Z N J m O �m� moi. m W ¢m of U W 3= U U O O Lu �.L. Q ¢¢ K�m = �Ztr] W p�- W W ' 2OU 00 F' O� ¢ mW 3 O W ZF- > w `�' (Y K = Z J Z > Z O U W W W w 3 E W r^ y (D O�2> ¢ Zl=i1 O 1n�O `Oj zO OU m U- YO =1 O L„u Vj Of I-- UOQ O :n Oca awj � W !� a~UO p�w z OAF=-- _ �m¢o � > m¢] O = W C, Lo = W W W W 0 2 0 M U) ��> a ¢ � � a�o N ^ W N n�t 2 W sy*2 3's '--H •M n•Pu.M SNOI133S SS080 SNOISIA36 C 1V1N07180H -T W31183A A8 31V0 ON ' 6 '�N MLZ 133HS S310N ",IV SO Sl Z t uorNy P*du.a ., io : l9W3SSN 80 12Vd M3 393 b00Z Ol3INSO/9Z L ul to P/oLvi Z Le LO'aCa'[t9 �'oN quWMOONIM ONnH 3lDNISd N v owwn oez ..a ro'd OOCZ 1300W S9183S OOf Z JI 'SLNV11nSNOD oN1U11ne d9 S13000Nd ONI011l18 3NI183AIIS •<a ru.M..� .......mn..n innnn�i� 5 . I I I I I II I I I I I I � I i I I I I I i I I I I I 0 0 0 o= z o81.25 MAX. OVERALL HEIGHT--I m m m gom O n ros % m Z p 2 moo O2, ro $ ,iz o N= mo? z ® m 2 mo> Cm C, o m ! ! \ ! c� x F ' O vm—i n'o A m czmi m ! ! ! f f K z 2! Cli N n N Z N m m 2 O S p m 0 m o z oo z x m m o 2 rn u z m r*� o z cn vim o u, ro n CO a Mrn o Gz o o m m x f a ^ +• z r A � m A ZQ O O a 0 y o - oZ y o$ %� o LA rn i cn v2, 2 Z p� O 3 Y z m " � ! ! ! ! m m F m m v rn u, �. w n� o x o o� i rn0 Ot O m rr� C= 00 n O w g y p i 0 a 2 m 2 n -1 i DN p y O OO ro ro-i y f y Z O cc:: oLno Ln o ; O oaz LA f z Ll m o Ln m J;lr � f�ro��\z m m Z rrn- v � Or4 00 0 o � � m m N __ PRODUCT: ENERGY SAVER JELD WE f w c WOOD EDGE STEEL DOOR _ \ N GLAZED W/WO SIDELITES 31725 HI I� N PART OR ASSEMBLY: CHIL00I 1 6 28 02 ADDED WOWARE NOTE TJHHGENERAL NOTES & PH.541.'. IA o Y z In N NO DATE TYPICAL ELEVAnONS REVISIONS IN x I I.YE'I � E.B. Z D N Y~ FF\ A Z r�IS' A X\ 1.15•MIN. , O .. . j p O E.p. x r .25'MAX, Z G SNIM SPACE rn _ .15'MIN. n C-SINN 00 Lu a2 O � Fes-i.�s• \\\\\\I h C 6.0' z a v m m X r 2 x ~O a x N � CPI O \ m N X v �m cm 3 - a D a o czi r m 0 N NOMINAL 6'8 DOOR OPENING 0 4„ - 24„ 0 y 4„ 2 24 �.. n � w o _ D O > 01 2 C3 o ;U � m o - NOMINAL 6'8 DOOR OPENING n 6.0' 5 EOO SPACES H mbp D tnpp X H •.Q �O� m Z O b 3 A M rn 0 C ZOn D O o A 3 1^ O ma On 9 p Q Z �Z p M o z - a z a m o Zc 0 za .25•MAK. ' < SNIM SPACE-- '- N Z .15'MIN. m; N C-SINK m 2 1.5 J ... —.� a X A C) . n m 1.25' IN. = N N A A m r n C, m o A OX x = o m -.d ;U T C m� \ rn a I o x \\l b D i{N 1.]5• � D W x m O b m x 6.o 4,UNE 2.4,1001 _ ` x m=C� L ndca F. Schmidt 9 g u c ANCHOR CROSS SECTIONS JELD-WEN, INC. Florido :0 43409 MASONRY 6'8 31725 HIGHWAY 97 NORTH o .Z ro g m 19506 F ren.;i Lace Drive a IN WOOD FRAME CHILOQUIN,OR.97624 s PH.541.783.2057 Lutz, FL 3558 on 1.25'MIN. y m\ N EMB. 3 ° A z 0 5 n� m 3 H N xn — c N 00 C) a 1.15` EMB.MIN. 3 n i v A Z A O 25' MAX. o X w p X c SHIM SPACE Q A � lc"': to • n Im m as � O I m— c "IN m ? .15 C- 6.0 D m o x m Tn 00 ° n :-E00 A 3 o n _ Z N O ' F y O, O t1 U p = -- NOMINAL 6'8 DOOR OPENING c m v Z 4` --24" 24' _24" n u m n Z • A 0 �o' A A z D Q 3 0" ° _ ti T 0 -z y 3 0 r AZ �n n o ° Z 0 > o m O � z n ° NOMINAL 6'8 DOOR OPENING n ° 6 0 (5)EOUH SPACES• -{ 6 0' _-- 4 JII _L o X Z � 'Z o 0 V' O ^Im On nE _z z n m o x A 1.25' MIN. o EMB. gra- I � =N Z k m O N n C . m O N A O Z A nl U A X f.l 20 - cm`> p A vl y X m m r m C C O m O • - / ° I -- p m m • • / N Ua1 7 m p 2 N n m J,c 6.0" w� f 3.25" nx j� ZZ m mpt A N m c z x is A nv A az r n AO - _•-_•N JIME 20,2004 F m O= ANCHOR CROSS SECTIONS JELD-WEN,INC. Lyndon F. Schmidt MASONRY 6'8 31725 HIGHWAY 97 NORTH Floricio :' F N 4 i4C9 o ° z NCHILOQUIN,OR.97624 19506 e^,ch lace Drive ° '°u4`- OUT--SWING WOOD FRAME Lutz, Fl S3SSd IA o Z o 6 PH.541.783.2057 n n° N A C VI m N �U N C U Z .15"MIN. 1.25" n U C-SINK i n ^ _ % 2 x z .25 MAX. y1 N SHIM SPACE N 1.15"MIN. EMB. N N X X � L UI 2 O x arm m (AA y 6.0" X C I I I I I (5) EQUAL SPACES a 0 6.0" 0 'z w m 0 I a O G C O � 0 Z r- r m w F, o O a o �j o 0 Q O C C m r m rn O 0 0 0 0 0 m o m s � o• It 0 LA O m _ r U) I x 0 0 _ I _ PC 6.0" JUNE 29, 2002 a ANCHOR CROSS SECTIONS JELD-WEN,INC. Lyndon F. Schmidt f " m u` 31725 HIGHWAY 97 NORTH Florida F. E. No. 4.3409 WOOD OR STEEL STUD E Z ^ e'er m CHILOQUIN,OR.97624 19506 French Loce Drive IN—SWING / OUT—SWING 'i= WOOD FRAME FH.541.783.2057 Lutz, FL 33558 an Job Truss Truss Type Ory Ply 285162CJ01 JACK 12 1 285182D01 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Thu Aug 07 08:41:39 2008 Page 1 -2-0-0 1-0-0 2-0-0 1-0-0 i 2 X 4.00 12 i i i a zwc , X", a 1-0-0 1-0-0 LOADING(W SPACING 2-0.0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.02 4 >601 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.02 4 >643 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a Na BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:61b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 2=264/0-3-8,3=-91/Mechanical Max Horz 2=92(load case 4) Max Uplift2=445(load case 4),3=-91(load case 1) Max Grav2=264(load case 1),3=198(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-50/84 BOT CHORD 2-4=0/0 NOTES (5) 1)Wind:ASCE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone;porch lett and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 445 Ib uplift at joint 2 and 91 Ib uplift at joint 3. 5)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASES) Standard Job Truss Truss Type Grit Ply 285182 CJ03 JACK 12 1 Job Ref003 o tional Y Builders First Source,Jacksonvilk:,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc.Thu Aug 07 08:41:30 2008 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 ,., 4.00,2 2 z.e= 4 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.44 Vert(LL) 0.14 2-4 >424 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) 0.12 2-4 >467 240 BOLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=102/Mechanical,2=299/0-3-8,4=24/Mechanical Max Horz 2=187(load case 4) Max Uplift3=-123(load case 4),2=-465(load case 4),4=-80(load case 4) Max Grav 3=1 02(load case 1),2=299(load case 1),4=72(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2--0/34,2-3-81/25 BOT CHORD 2-4=0/0 NOTES (5) 1)Wind:ASCE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load noncorx;urrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 3,465 Ib uplift at joint 2 and 80 Ib uplift at joint 4. 5)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard Job Truss Truss Type Qty Py 285182 HJ01 MONO TRUSS 4 1 285182005 Jab Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Thu Aug 07 08:41:31 2008 Page 1 2-9-15 4-9-0 9-10-13 2-9-15 4-9-0 5-1-13 Sule.119. 4 2.63 12 34 3 4 2 I 2.411 3N= ] 6 5 3.6— 4-9-0 9-10-13 4-9-0 5-1-13 Plate Offsets X 2:0-3-8,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFT in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.13 6-7 >864 360 MT20 2441190 TCDL TO Lumber Increase 1.25 BC 0.40 Vert(TL) -0.10 6-7 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.02 5 n/a n/a BCDL 5,0 Code FBC2004/TPI2002 (Matrix) Weight:43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=252/Mechanical,2=458/0-5-11,5=233/Mechanical Max Horz 2=278(load case 3) Max Uplift4=-329(load case 3),2=-726(load case 3),5=-322(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2--0/34,2-3=-821/952,3-4=-93/43 BOT CHORD 2-7-1114/785,6-7=-1114/785,5-6=0/0 WEBS 3-6.80611145,3-7=-1 5a/l 79 NOTES (6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 329 Ib uplift at joint 4,726 Ib uplift at joint 2 and 322 Ib uplift at joint 5. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Leeds(pit) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=-3(F=25,B=25)-to-4=-134(F=-40,B-40),2=-0(F=5,B=5)-to-5=-25(F=-7,B=-7) Job Truss Truss Type Oty Ply 285182 T01 HIP 1 1 285182007 p Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MITek Industries,Inc. Thu Aug 07 08:41:32 2008 Page 1 3-10-14 7-0-0 11-2-11 15-5-5 19-8-0 22-9-21 26-8-0 28-8-0 2-0-0 3-10-14 3-1-2 4-2-11 4-2-11 4-2-11 3-1-2 3-10-14 2-0-0 sa..11C.1 Sib= 3.= 3x1= 5x6= 4 5 6 7 4.00 12 3"13a4 3 3 2 3 4x10= 0 16 15 14 13 12 11 4�0= 2..11 316= WO MI20H= 30= 310= 2H II 3-10-14 7-0-0 13-4-0 19-8-0 22-9-2 26-8-0 3-10-14 3-1-2 6-4-0 6-4-0 3-1-2 3-10-14 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.49 13 >641 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.67 13 >474 240 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.12 9 n/a n1a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:149 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 24-12 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=183210-3-8,9=183210-3-8 Max Horz 2=85(load case 5) Max Uplift2=-1277(load case 3),9=-1277(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3-4630/2956,3-4-4721/3122,4-5=-4545/3039,5-6=-5560/3659,6-7=-4545/3039,7-8=-4721/3122,8-9=-4630/2959,9-10=0/38 BOT CHORD 2-16=-2771/4353,15-16=-2771/4353,14-15=-3611/5512,13-14_3611/5512,12-13=-3597/5512,11-12=-2730/4353,9-11—2730/4353 WEBS 3-16=-194/181,3-15=-129/272,4.15=-683/1121,5-15=-1186/811,5-13=0/174,6-13=0/174,6-12=-1186/811,7-12=-683/1121,8-12=126/272,8-11=194/179 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1277 lb uplift at joint 2 and 1277 Ib uplift at joint 9. 7)Girder carries hip end with 7-0-0 end setback. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)411 Ib down and 310 Ib up at 19-8-0,and 411 Ib down and 310 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE($)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-7=-1 15(F=-61),7-10=-54,2-15=-1 0,12-15=-21(F=-11),9-12=-10 Concentrated Loads(lb) Vert:15=-411(F)12=-411(F) Job Truss Truss Type Ory Ply 285182 T03 HIP 1 1 285182009 Job Reference f..Wnall Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc.Thu Aug 07 08:41:34 2008 Page 1 -2-0-0 5-10-14 11-0-0 15-8-0 20-9-2 26-8-0 28-8-0 2-0-0 5-10-14 5-1-2 4-8-0 5-1-2 5-10-14 2-0-0 Sule:1N'-i 6x10= 56— 4 5 4.00 F12 3x4� 3x1 3 6 d 2 7 1 8 34= 13 12 i1 10 3 2x4 II 3"= 3M= 3x8= m 5-10-14 11-0-0 15-8-0 20-9-2 26-8-0 5-10-14 5-1-2 4-8-0 5-1-2 5-10-14 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.24 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.2512-13 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.08 7 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:126 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=962/0-3-8,7=962/G-3-8 Max Horz 2=-106(load case 7) Max Uplift2=-600(load case 4),7=-600(load case 5) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-2053/1911,3-4=-1570/1557,4.5=-1456/1543,5-6=-1570/1557,6-7=-2053/1911,7-8=0/34 BOTCHORD 2-13=-1630/1891,12-13=-1630/1891,11-12=-1166/1456,10.11=-1166/1456,9-10=-1630/1890,7-9=-1630/1890 WEBS 3-13=0/172,3-12=-479/50314-12=-161/267,4-10=-153/155,5-10=-161/267,6-10=-479/503,6-9-0/172 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=22R;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)`This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 600 lb uplift at joint 2 and 600 Ib uplift at joint 7. 6)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE($) Standard Job Truss Truss Type Ory Ply 285182 T05 SPECIAL 6 1 285182011 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Thu Aug 07 08:41:36 2008 Page 1 -2-0-0 5-7-8 13-4-0 21-0-8 26-8-0 28-8-0 2-04 5-7-8 7-8-8 7-8-8 5-7-8 2-0-0 Scele:lN'.1 400= 5 3x10 MT20H- 300 MT20l— 4 _ 6 4WD 12 3 7 11 5� 2 6 4.00/2 6 3x6_ 12 0 Sxb= 5>b= 3x6— 5-7-8 13-4-0 21-0-8 26-8-0 5-7-8 7-8-8 7-8-8 5-7-8 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.57 11 >559 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.61 10.11 >518 240 WT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.28 8 n/a n/a BCDL 5.0 Code FBC2004/rP12002 (Matrix) Weight:119 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=962/0-3-8,8=962/0-3-8 Max Horz 2=120(load case 6) Max Uplift2-585(load case 4),8=-585(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-2148/2047,3-4=-3239/2879,4-5=-3175/2895,5-6=-3175/2895,6-7--3239/2879,7-8=-2148/2047,8-9=0/34 BOT CHORD 2-12=-1773/1989,11-12=-1824/2058,10-11=-1824/2058,8-10=-1773/1989 WEBS 3-12=-581/642,3-11=-687/1073,5-11=-1230/1566,7-11=-687/1072,7-10=-581/642 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL-1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 585 Ib uplift at joint 2 and 585 Ib uplift at joint 8. 6)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard r285182 Truss Truss Type �' Ply T07 HIP 1 1 285182013 Job Reference tional Bers First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc.Thu Aug 07 08:41:37 2008 Page uild1 -2-0-0 7-0-0 9-0-0 16-0-0 18-0-0 2-0-0 7-0-0 2-0-0 7-0-0 2 0 0 Nb= 4� 3 4 4.60 12 :"5 2 6 1 8 � 2c4 II 2W II 3sl= 3v4= 7-1-12 8-10-4 16-0-0 7-1-12 1-8-8 7-1-12 LOADING(psf) SPACING 2-0-0 CSI DER in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.18 2-8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.16 2-8 >999 240 BCU- 10.0 Rep Stress Incr NO WS 0.04 Horz(TL) -0.02 5 Na n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=621/0-3-8,5=621/0-3-8 Max Horz 2=81(load case 5) Max Uplift2=-731(load case 3),5=-731(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2--0/34,2-3=-959/1013,3-4=-852/1009,4-5=-959/1013,5-6=0/34 BOT CHORD 2-8=-894/849,7-8-902/852,5-7-891/849 WEBS 3-8=-194/138,4-7=-1941138 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)`This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 731 Ib uplift at joint 2 and 731 Ib uplift at joint 5. 6)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard Job Truss Truss Type Ory PIY 285182 7T09 SCISSOR 1 1 285182015 y Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc.Thu Aug 07 08:41:38 2008 Page 1 8-0-0 16-0-0 I 8-0-0 8-0-0 saa_1ss. 4x10= 2 WX 4.00 12 T1 T1 W2 6� 64 3 1 5 W1 Wi 400 F12 2H II 2a6 II 8-0-0 16-0-0 8-0-0 8-0-0 Plate Offsets X,Y): [1:0-3-0,0-1- 1,[3,0-3-0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFT in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.15 5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Verf(TL) -0.15 5-6 >999 240 BCLL 1Q.0 Rep Stress Incr YES WB 0.34 Horz(TL) -0.10 4 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* WEBS T-Brace: 2 X 4 SYP No.3-1-5,3-5 W1 2 X 4 SYP No.2,Wt 2 X 4 SYP No.2 Fasten T and I braces to narrow edge of web with 1 Od Common wire nails,gin o.c.,with 4in minimum end distance. Brace must cover 90%of web length. REACTIONS (lb/size) 6=503/0-3-8,4=503/0-3-8 Max Horz 6=-48(load case 7) Max Uplift6=-249(load case 4),4=-249(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6-511/602,1-2=-1314/1305,2-3=-1314/1305,3-4=-511/602 BOT CHORD 5-6-217/214,4-5-217/214 WEBS 1-5-923/1010,2-5=-225/443,3-5-923/1010 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASGE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing atjoint(s)6,4 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 249 Ib uplift at joint 6 and 249 Ib uplift at joint 4. 6)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard E-- cc Gtl H bb tz It bb tz 0 bbm 0 HOd �Q4n� z o0 tri o 0b t7►3 �� d dHoroC-0 to � •2 �',d Z mO►�00:1r0 ti] r O�ys"ClJ 00 zw C. z * *�� tbd IPro Ad ;,� Ab �� * H H � �z *o� �;z •0� K On WWW m 0 ►d � I'd V= 000 b Ox.2 r O O C7 x� O xo O Z � 't7'd`d H P. 2� RRIACron CD� 99 cn ra H t9�9=],W� M m O q H z c "4I�� ".�� * * '.Tiy C/J 410 H �H y 000 ►Os Os m WAR w Iwo H� a � H �� H tdtztd 0 CD CD Q 6 tl a [x11 100 � 0, m co t'J t=�J r+.c+r+` q- g m fD CD pid �. z °° O GG .3 z 9,511 cl p ' cl r''10 ' P° r y� 9 /Ly�1y 9 ^ 9M L J =�ZY1Y Dom^ M SON A LJ t.y LJ�.y A .y I1'1I GZZGG1ff11 FFF"' V V qg� jig � 0 d 0 Com] i Ej In ].gL QSCA .3 cotcI V L � 4 ? j N w Rpa gill N -2 0 ct c m r' H gm �rG CD MW • x * * " In 'b >• r o °> • 0,610 �j. 1 . En 0 C 't7 O A f-10 LTJ .. r id z t- �r d r W O a _ zv C 'w H n 000 °io�o .3 F=J 0 01 �.1 ro ,old It VVIU"d`C1 com WWWW C A C_4 o z H o i `o ro o x . qC-4 0 QV Q AM W CAd MAX GABLE VERTICAL LENGTH ••^�, o �•: ' $CD gil 12" O.C. 16" O.C. 24" O.C. a •� P rq RIP am m nnswq �y zv =.R71 � 'pdi � P��PPpO Ww�iPwwQOPCe Oo iP fO Co iPW Oo W�0?WfA N '1 7G ��!'iA� O O7 N A w r r r O m m O r O a a.l w O fO U Oi a r~..�••�+At O pCsY� ■ . ■ ■ ■ ■ • ■ a . ■ . ■ . ■ . • �.d W w I,- -lot , H g p P W m pi P m P A N V!P o�rn„. +•tsu."'.oaa�'moirr�•'o�Awmooiaa $A x at at a a O 0 m a P N sy� t0 �d►Ot7O�°P�w�Y�l~+.G�C= �g':rPP Oa� mOPP-i P.P 8.1 O �..y ammmm�mm mwaaav m a aalT�w a;o c�a! .w p En v w C m pG n� wwa�wwtzj W14 .1 w�O�P�wiGP srOWmOppw �0 S�I1e C, P <� 0. • ,Zammmm !0om -t 11 V!OI"-R W. to aPa + 0 .1 Gi C9vOO IRN4 2 O lD nm d p d O ym at at Be 0e an IP �l�Qw�2 tai ooeeow000m=G zrw�r �0000m000 + C%] p ■ � a'n s 3 p Q0000�n�Demmmeeeoo�mowoeooaew�?moo .t-1 n �p N O��V w•r r�.p'-'P W m p p • � �h`�..��.yJy1 v rmNN.+ NNnrrrr0�;r` ;m Om 00 1D0ED bus rrrr;t-wb. t! 41 v PGiria �Li �' r: trJ o4rr+_MNOyd.+i+iONmrrNwom�00000�01�l�O�COr GOOpfD tJmmammm a ...w 030. Rat rrrrrrrrrrrr�+M�I..at0: atGt .>•h�l+ 0 � II . ►��►�►��W�■��PP at 0: t1fW 4�f0080 NA7 O OOOOOOOOOfO�0000rOPGpwPt'�NV mi��i F-• ., w «> tA Ztzj m + � �9" X ° � o I y ►r. M ► ~ C o O n m ha s�p l to ro 'd g C2 N �� SGy� n in 8 aN � � � D YYYY � �•'�p r y PPII 111111 ♦♦�`Odd AY z�� " �ISP� '� b > to yy ��• •°•V // G►3[]A dLip to � m Z��'. �S fAsp�s�0 LQ AN��`j c �t�'." 58w 00 Q O = r y m .1h. bdbd * WR O va i8 S7 �C1 LK i : y ^ c0 �m v ,•Ay� K itdS ty Mr1+N. p � o o � mmm z td bi 1D .� w p: L9 I► n r� e: a v �,i ^ ! p �Ay�• k1 tclp n+ a n 0 spa N hn Kc � � � (D still 0 no A IJ' ffi. ppg� .ra Ci IdA 'b A 0 rj td 0 PS rd � nit R q to gig, P bid co > m A call � a mNUN PK 43 �W ; n a14 p ^ €�F Pe ito m^a2gs ;st = m a� �. a�H r ago o P3 A 3 P 3 R- M tdn �r tai 5S wr-I g c� n A n n of A n Pe 0 W 00 En 0 [a7 Id00 �r M N �2 p�p� a c: i ;�'D �d� r ��UDy I� `114 � h�'r r�'� r�'�► m ° ° [9�0"�' HC1bAil"�G11A+1 ��' CIb of Mn CA P• ° ° >'��> (Q9 `�� LLO�r 47t-j ca tvtv Iwo `tri m • A • 'd CIC p,G GIH co t� a ° aye p y .�y 1~i yp �� on ab N OI 111111 `��A��. .��• 'SI W C'hb ��a y ''00 Z� �•� xl xt� t=i x x 0 O CrJ�l7".d �+� L=J m Sm :r;O o °° ` tv 1 :11 a� dtS ca w ��no wo !w 0 !M Ix ON c 40 rA w p C T r g l i iMle °Mk 4k mk r4 w d W IV C33' t'j Q mm • 'max z $��A�� o , m z 0-22 " �n E" I F SEag� I r m ago Id 7 [m �-`°'_' 00 9vr� 0� p � fig � ,�t7t� � •b ". n n AS Aafl o W b Ln eP w N `b o zw M r �I a t� x N N W Q W torNG C+! xc� i Z •Ne m1M: ,C ON cO C SOT, w td N N x t" M �'Qr,A t� e z� C w 0 155 ID `b b co 0 a01 ho oy o�I�yM 9 C A W wa f2 "a r i �k x BMs G M�ptj CyrA 01 -n I b 0[7,txj "x C x I m ca o m ) b � r ��x� � d d� W Mr.JOM 3 �o Z. �ti x xocx 00 w obm CS z OR �yx ' ow mm c xd w o " ;�11A1111111//I/ AA�• Nee co 2WORi E 0 _ bb m ti A03 Ed O to Mtj 0.0 xms' �y K 'L• 0000 �' � • tv 10 Ftz Ij � ••�..•....••• �� w � @ B a @ y "hh0 Cil 'rti"i r q�l w Gg, o 0 0 0.rou� � r� C4 o000o baa III isle 0 II �xONO ly� oo a �x � �x x L.2 ?— O= N o� 4��sn C9 xstrJ�7�� 0r. y I 1-1 C-1 Ilu �b ° c -3 ad 0 CA PON m NINF � log o � l 1 ®� oaf ® a W CP CA M fill; m r vz C-4 Dv 0m Pw U. L-3 t4 v � tin En t:4 LLJ w j �q pa x M rn 0000000 DO @ 0 a@ e@ e d N � esea@a@ C-4 d o .. '� 000000 EA 0000000 � � III ® tjj 00 61 II z g a y "d UCS m � y ca pq `° r e\D d W 7�1 MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS Maximum Uniform Load Applied to Either Outside Member (PLF) Connector Pattern AssoiOt►tT A:{. Assembly 6; Assembly Jx, fly It Asses"E Ash# :, 2Y ryk *2 tlumbar®1, Connector 11 Conn etorType An-Center Vows: Spacing �-- - 2Y 2" 2" i 31f2": Stl4' 2-ply, 3•ply: 2-Aly 100(4128"x 31 2 "' 12" 370 180 1 280 145 I�ail)3) 3 12" 555 415 l 415 I 370 j"k30T 24'". 505 380 520 465 860 340 Throe' liotts3nl4? 2 18.2": 635 1 475 655 ( 580 1,075 425 15" ' 760 570 785 695 1,290 1 505 24" 680 510 510 455 SOS r "x 33/sN4) ' 2 - 15.2" 850 640 1 640 565 18" ''r; 1,020 765 765 _ 680 24" 455 465 455 SDS 3)"x r(3x4) 2 39.20' 1 565 580 365 18" 1 l 680 695 680 y' 24".` 480 t 360 i ' 360 320 11S WS35(4) 2 : 15.2": 600 450 450 400 l6" 715 540 ( 540 4$0 2d" 350 515 350 USP WS&0)(4) 2 19.21'' 440 660 440 16" 515 790 525 Y 24" 635 473 I 475 425 t 2 ,, 19.2" 795 595 595 ! 530 r alok 18" 955 715 715 635 Ck 6 ": 24" 500 500 445 480 445 Tr "sVllokt4i 2 19.2" 615 25 555 600 355 19" 750 750 665 715 665 a " 24" 1 445 620 445 Trrissl,ok(4) 2 19.2" 555 770 555 19" 665 925 665 (1)Nailed connection values may be doubled for 6"on-center or tripled for 4"on-center nail spacing. (2)Washers required.Bolt holes to be Y11e"maximum. (3)6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not Uniform Load Design Example recommended for TimberStrand®LSL (4)24"on-center bolted and screwed connection values may be doubled for 12"on-center 300 PLF spacing. 415 PLF General Notes ■ Connections are based on NDS®2005 or manufacturer's code report. ■ Use specific gravity of 0.5 when designing lateral connections. ■ Values listed are for 100%stress level.Increase 15%for snow-loaded roof conditions or 25%for non-snow roof conditions,where code allows. ■ Bolditaliccells indicate Connector Pattern must be installed on both sides. Stagger fasteners on opposite side of beam by Iii the required Connector First,check the allowable load tables on pages 16-33 to verify that three Spacing. pieces can carry the total load of 715 plf with proper live load deflection criteria.Maximum load applied to either outside member is 415 plf.For a ■ Verify adequacy of beam in allowable load tables on pages 16-33. 3-ply 13/4"assembly,two rows of 10d(0.128"x 3")nails at 12"on-center ■ 7"wide beams should be side-loaded only when loads are applied to both sides is good for only 280 plf.Therefore,use three rows of 10d(0.128"x 3") of the members(to minimize rotation). nails at 12"on-center(good for 415 plf). ■ Minimum end distance for bolts and screws is 6". Alternates: Two rows of 1/2"bolts or SDS 1/4"x 31/2"screws at 19.2"on-center. ■ Beams wider than 7"require special consideration by the design professional. 38 il-evel Trus Joist"Beam,Header,and Column Specifier's Guide TJ-9000 March 2008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001197 Date 9/22/08 Property Address . . . . . . 230 7TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 149000 ---------------------------------------------------------------------------- Application desc adndum to 08 119 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ARCHBOLD, KEITH C-3 CUSTOM COMSTRUCTION 230 7TH STREET CHRISTIAN CARMODY ATLANTIC BEACH FL 32233 1093 AlA BEACH BLVD (904) 246-3677 ST.AUGUSTINE FL 32080 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 607 . 00 Plan Check Fee 303 . 50 Issue Date . . . . Valuation . . . . 149000 Expiration Date . . 3/21/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 607 . 00 607 . 00 . 00 . 00 Plan Check Total 303 . 50 303 . 50 . 00 . 00 Grand Total 910 . 50 910 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. DOD CITY OF ATLANTIC BEACH I I I I 08- 14 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 i OFFICE:(904)247-5826•FAX NO.:(904)247-5 BUILDING -DEPT(r�COAB.US Jf11�} BUILDING PERMIT APPLIC845 ION DUVAL COUNTY 2VALUAT10NflFFT;IJNDERROOF,,. 2 v S Atlantic Beach, FL 32233 60 -2—2-0O SCRIPTION,• .'a .,,?,`.: .'.. 5?(OLASS F NORiC,..:x'w " s;.::. 6..1JSEOF.STRUCTURE'. .:`{€;. ❑NEW BUILDING ❑DEMOLITION SIDENTIAL LOT BLOCK_SUB DIVISION ❑ADyITION ❑CONVERTING USE ❑COMMERCIAL >' ALTERATION ❑ACCESSORY BLDG. 8:FIRE SPRINKLER `.;`♦7:DESCRIPTIOtiIpF wORK s , „ tn;� r.:,: ,..... ," .:_ :.... ........ ❑REPAIR ❑POOL/SPA ❑YES ❑N/A O ^ ❑MOVE ❑OTHER ❑NO «PROP R: ..OWNER' w e to. «a ARC HITECT.i ENGINEER :':: CONTRACTOR ,,,,. 9.NAME: 15.COMPANY NAME: 23.COMPANY E: i 16.NAME: 24.LICENSEE NAME: r'-t5cryAqajtR.E y-rk*) CO 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS- 1 DDRESS 26.ADDRESS: t ��[ ' 093 ata #( g"& s iv d 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20� ^NO.: 27.OFFICE PHONE: 7 28.FAX NO.: - i -799(0 13.CELL PHONE: 21.C PHONE: 29.CELL PHONE: ( — 1?— 0,14— 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ,? FEE'SFOTHERTrFIANowNOjDER H BONDING.CQMPAIY " s3 , � cA S MORTGAGE LENDER {% s_ 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be doRntllaol liance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part theroftions are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE N Y RI YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP T TICE OF COMMENCEMENT MUST BE RECORDED AND POSTE E SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINAN N ONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. OWN ER or AGENT; CONTRACTOR y� M#, ',:.(Ifggent;PowerafPttorney'orAgency""Letter Required) t w,? .,....(QualifierOnly)a`s x :" t. Signed: Date: Signed: Date: Before me this day of ,2007 in the county of Before me this day of ,2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of Notary Public at Large,State of County of ❑Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Id ntification- Notary Signature: Notary Signet ODEeo CE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL y`, REQUIREMENTS AND CONDITIONS. COAB FORM BLDGOt:REVISED:11/6/200X', FILE C , :� J[ REVIEWED BY: DATE: ;i —0 k Jan 22 08 10: L0p Christian Carmody 904-471-7906 p. 1 CITY OF ATLANM SeACH �� .__�___,».. • $00 IM M1�lOLE MW ATLANTIC BEACH,lel W"• - L OFFICE pOfp'MOUE FAXN0.40141047-0e416 K%*mQ4wT*cwaus BUILDING PERMIT APPLICATION DWAL COUNTY A lantic 2reach trb 32333AL vcl •0O NAM et DEntOLmON Lor stoat sus olrrotm O AOWMN O cOwARtme usts 13 ..x s':_ I p ALTEkATION O ACC tv atm. 94PINst OFDouam El PA f _ .- : ?MAAQs. 0►,PAN1t NAM 2&COMPANY RAM: <Efsr ( Ia u.LCFasaWM: MADDRF'is: TE Wr^79 OF PUMANO- ar4 "10Ala s .l~c s ore noaAsss 11.01Ff at PHOMM12.FAX N04 19.0FRm p„ONE .FAK tW: 2T OFFWa 11i0N[ -FAK NRC • -N ,0�+cLL PFK7F� 21,COLL s►CELL PHDNIl: Z- 9s5 ,..ninfMl 2L UM L A00Riaa: 30.EMML AoOMM t,,:w►ME : N ' 2L rwt::Y :a.ADDNEW a.AODRAM At 0MV.. ApWAmon li hanrby mads to ObUn a permit lo do the work and knWillGams as Wkated. 1 certify that no work or trtadhdon has oommwcod pdorlo do Issummm of a parmt and that all work YO be performed to meet rid etandtM%of an laws nquWkV 000atn,ctton In ars ?aisd m. Tho panitt bocwvm mull and void N A,hork Is sot oonrnenoed vliMltn slit ta)months,or if Oonslrubion at wait is suspended or sbawoned for•period of sbr(s)i mIllts st any frac after work is cotrvaen & I undorslsmd that sepsrats pwmb mot be weaned for EloWbof Woft Plumillm giww6 web.pools Funmem,8698M HosbM Tonta,Air Cooditbnam eta. OWNER-$AFFIDAVIT-I artily riot ad tb toropoirg Informolion is acct.Ms and that all work will be done In compliance wth off oppikk"o Iowa rs0dW4 oonabuotton wW aonirg.I wit riot oocLW or use Mts referenced budding or any part sterol,wA ori kopectlorts we wooled and Wor loobtalnkg acsdilicel of oecvpwtcy or hornplstion tau"by the buddbg chide".as required by tow. *** .WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENC.EMENT.MAY RESULT IN YOUR PAYING TWICE FOR 1WROYEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT FAUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ston.a wr ,lit tri.: order.me tra _dyd ;tial 2006a Ertl. d W.a+. taonlds.l PsrfMsaY sPP�" *ft day of 2007 el ale Dow*O( Owwal.sate of Redid,than MfiA ty FYlheeNl�fhmra.ttal sa�ilNedhents atd dadarabns an by twrx+a/hMfe�Md KlMris iftKl Ka palNtind frhO Qld1<tailOtM dry true swompaft and scalmo e. hffery Puble st Logo.stats d f off` County d mary PL4ft at Logs.$tale of .County of t7PhresonWfxnan • � 1 f71fMonsfyKhharf �hpdysar lapalq t� �PraahefdldN+alnarh- $ NE cc"POM 0oo1 um use" roO tJ�`�POW cowSAN M1'COMM.EXP. T •d XHd 13rH3Sd1 dH wuol :* zODZ 9T Tnr Jan 22 08 10: 11p Christian Carmody 904-471-7906 p. 2 CITY OF ATLANTIC BEACH OWNER/ BUILDER AFFIDAVIT L FLORIDA STATUTES; CHAPTER 489. FLORIDA STATUTES, PART 1 -CONSTRUCTION CONTRACTING REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE!AW DISCLOSURE STATNa'l ONT FOR SECTION 489.103(7).FLORIDA STA'T'UTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIrr UNDEk AN EXEMPTION TO THAT LAW. THIS IX8A MON ALLOWS YOU.AS TIE:OWNER OF YOUR PROPERTY,70 ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVB A LICENSE. YOU MUST 4 rwrra IM THm CONIr_r><u-r m Y IURS tiS'. YOU NAY BUILT)OR&WROVE A ONE-OR TWO FAMMY RESIDENCE OR A FARM OUTWILDING. YOU MAY ALSO BUILD OR I NPROVE A CObOaRCIAL BUILDM AT A COST OF S25,0XW OR LESS. THE BtTILDg MUST BE FOR YOUR ISE AND OCCUPANCY. rT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEAN A BUILDING YOU HAVE BUILT YOURSELF WITtIII+I ONE YEAR AFTER THE CONSTRUCTION IS OOMPLM THE LAW WILL PRESUiIE 77IAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS rN VIOLATION OF THIS FJCD&rlON. YOU MAY NOT HULF AN UN110ENSIED PEL M AS YOUR CONTRACTOR, YOUR CONSTRUCTION MUST SB DONE ACCORDING TO THE BUILDING CODES AND ZONiNQ REGULATIONS. IT IS YOUR RESPONSIBII.iIY TO MAKE SURE THAT PEOPLE EMPLOYED BY AVE LIMOS >Lnc'n!m> By VATE LAW AND BY CAtnaTY_ QR MIMEPAL rlrFatarlarr ORDINANCES. M.WJURY LWB L/TY; SINCE OMMM NAY BE LIABLE FOR INJURIES TO WORKERS THEY HgRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. 91. RS UNTHHOLD910; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS W ITHHOLDMIG TAX ANDIOR FORM 10119 REQLNREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; CjRCU11ISTANCas.OWNERS BEN N T TO s5AW PENALTY UNDER FLOMOA STATUTE NO. 455.226(4). AN-0CMPATIOM L LIrEM 19 NOT AORQU6M THE OWNER SHOULD PHYSICALLY SEE THE COUNTY 'CERTIFICATE OF COMPETENCY. OR THE FLORIDA "CONTpACTORS CERTIFICATE' TO ASCERTAIN IF A PERSON O A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-6828)IF IN DOUBT. V.ACKNOWLWGIIIIIIIENT;I HEREBY ACKNOWLEDGE THAT 1 HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-8UILtXR PERMIT. V6 ff- aiB_ Sd1.✓ dAC4o,t,� WS-ss -297ta 4ar�G PRffr ti" mop 2S,Ti�Ily� �4.4 4. c�r� Sera.ma ws�saga •.•r �a0rh+me mw�y a Owal,�WeaAoraa hes yappeara rwb►yw"woftwwWdsome e,n am sloww "ane docknibm ary • accerab. Nobry Rett in Lary.,abr a Qow+eyer J qkP or„cs WHAT^- • ��/1SR- oFFIaAL.sF.AI EFREM A.RUBK) rraan sidaawn, TARP PUBi.ICrCA�p RNIA22 COMM.No.1,S61Qb61 SAN DIEGO COUNTY cows rnw nmoo;Rev vria�et MY COMM.EXP.APR.M,2004 z'd XUA 131783Sd-1 dH WUDI :b 2002 BI TnC f� ��Irij PERMIT �:�[` OF ATLANTIC $E (:H BUILDIENG / ZONING DEPARTM[E T APPLICATION 800 Seminole Road J f'' V� Atlantic Beach,Florida 32233 ] (904)24700 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLAMING r#Propel Address. �� O � z N BUILDING Y N PU9L4G-V1C]RK5 ��Il��Il$o -3 k�re� �Q/1SZu�� Y N PUBLILITIES Y N EI�EPT. Project° is �� /�/1 S Y N PUI3ttC tAFETY cn APPROVAL w REQUIRE❑J AGENCY: RECEIVED BY: INITIAL: DATE: Z� Y N D.E.P HUFSTETLER o! Y S.J.R.W.M_ CARPER Lu N ARMY CORPS of ENG CAPPER O Y 009 HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILD G DA AP REVIEWED BY: I TIAL: D T : j ' PLANNING ® 2ND REV ® _0 BUILDING vpl�a �v� chur►5 , '141 rePv�St �1�;11 er/ PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV h nvp.P.PrA19ered vnur comments into the ti S400a %4 # COMMON March 24, 2009 Atlantic Beach Building Department Atlantic Beach, FL 32223 RE: Removal of C-3 Custom Construction from permit at 230 7t` street This letter is to advise that as of 3/16/09, C-3 Custom Construction, LLC shall no longer be the contractor of record on Permit#08-1197 for 230 7' Street, Atlantic Beach, FL, issued on 9/22/08. The homeowner, Keith Archbold has stated that he is not able to obtain the funds necessary to complete the project in a timely manner. Christian Carmody and C-3 Custom Construction, LLC assume no responsibility for the property at 230 7 Street from this point forward. Thank you for your assistance and cooperation. Sincerely, Christian T. Carmody C-3 CUSTOM CONSTRUCTION, LLC 1093 Al BEACH BLVD #522 PHONE: 904.687.3358 FAX: 904.471-7906 ...PERFECTION IS POSSIBLE... rw I I ro m ((DD ro'd a tit Mq DC C] (D tom-t:l F'-N• c C) N) �rrrD) G �; too rrt. W c N O 10 {11 r'7 ft '•C rt a rt rt X m co N' ct to W '< G t-'•F'- OO t0 :3 CL (D 9 �:j �l 01 01 mm to a-- (D tiDrt (D (D Fi < p. d C7 W ® O (D4C sv (D r6 55 w p H� is C (D ' p Z O ct 0 ct ID c� 0 o fi .. .. .. .. rt x O (D N L)JO ct yc�� CM o0 CO C) O C �h $ O O H h G7 f'' O F' C Oct cwt y tS� o ti :3 C) ct 01, � 1 I � d O Q n z X!. H CO F-' N y r. � 3 p � po t C C4 C_'HOU Z O H ftj :37 a W � a a � y 9 O C LTJ 0ft d M d FP_ H O N G7 H 'r! flo C)IV W 0o W c'f' ct Go OD H O F 3 F-A H a y JJ�• (t 00® O O ft roroct ® p -_---G rt n �y N O p fA O OD w rt Q \\0 NC } O O W 00 tD w I roH roroy > > a n m m 'CS'ri rK Ne "0 ;L1 wro� M c A m N-::I P-N• c OD �mtrW0 " rrrrn n c �so ct I10 < rt� J rt rpt .cc oet® 0 01-0 00 � to tS �(D (D (D(D to me 11 cnC� m ( rom to� m • Cm• �D 10 ct G]0 N ca O tt C M Li G) o on to F'• --1 t l O K H Fi $ x O O H a4 W O O N ct l! 0 o n Jy o O ct t) txi7 0 F✓ 0 N ooC4 to n to 0 A C o Q ct H ar n 0 co G) 0 tj I—'p ro ilt ko ct coo �i 3 QH ►-�H 0 y �•ct o� 0 co C)ct > (t0 � N C •a w OD N •• �• � Gct wN ft 0 to w fit10 p .c o g o Lo co Jun 23 09 11 : 50a Boatwright Surveyors 9042413346 P• 1 BOATWRIGHT ME, DURDEN ir LAND SURVEYORS 1500 Roberts Drive Jacksonvaie Beach, FL 32250 904-241-8550 PmoNe 904-241-3346 FAX ftx To: Nancy F.m. Mary Fac 247-5845 Pages: Phone. Data: 6129109 Re: 230 r met CC: Urgent For Review Plosse Comment Mose Reply Pletse Recycle e Comments: 7th STREET -__- 40' RIGHT OF WAY SCALE: 1" = 201 (49.84' FIELD) FlxlNn 1/1•IRoN 50.00' rlrE,LU NJS �+ FOUND t/�'IRON F011Nn ,/Z'IRON 1 `- - � Gi 4^ ),,PC.LO NO CIW r1rC, LO w0 co 1 2 Bey T I N N «,NCN1 re 1 NORTHWEST CORNER OF % BLOCK 17 ATLANTIC BEACH MM W` —, ZO•G' ! O 1 ..� CQNCNC,L W N 4! W Q �i'NF.ENCD I I T!. II Ch) 1 ii1 O w PDNC,1 1 I Q d II V LL OHCNNFAn T11 ti n (/) W 1 tlI ? aO iII a0 �1; 0 ^ Rlo w 1 V, q LC w CONGHLIL (1, I QPORCH 0.1' o �a: OWNMEM 1 U � Tf N — 2.1• 1 CONCNEYE 0;M1 'tnwvUwTr.. x—%—%-b ONE STUNT'FINNL _ 1 .^ F.TDRAAW i•NR.O V J ♦ 7 5.4' �. Q 0 W i1 I O.r - 1 9 I;wenn rENC[ n.:•. rnr F�i1DMULl' OL" 8',.1" - ---•—--—- FUUND 1/2'IRON , U.,l'•` iDUND 1/Y r wvE,U)wo aP 50.00 �1 IL NO Gr CAP 1I (50.14' FIELD) I I � I I o v NOTES: I.) THM 15 A 3OUNDARY SURVF.Y- 2.) ANODES AS PER VILLD SURVEY. 3.) NO GUILDING RESTRICTION LINES AS PER PLAT. 4.) NORTH PROTRACTED FROM INLAY. THIS SURVEY WAS MADE FOR THE BENEr'IT OF THE PROPERTY SHOWN HEREON APPEARS TO LIC IN DAVE KIRSTEN. FLOOD ZONE "X" (AREA OUTSIDE THE 500 YEAR FLOOD PLAIN) AS WILL AS CAN BE DETERMINLU FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NuM3CFOR R E 1CITY 75 0001 D.0F ATLANTICRBEACI'IRIDAL 7,1989 DONN W. BOATWRIGHT. P.S.M. ^Nor VALID RAISED SE THE AFL RID AND Tln FLORIDA LIC. SURVEYOR and MAPPER No. L5 3295 ORIGINAL RAISED SEAL Of A FLORIDA LICENSED FLORIDA LIC- +URVEYING .k MAPPING 13USINESS NO. LB 36%2 SURVCYDK AND MAPPER." ' DATE: CHECKED BY:Jc%'C- pOATWRIGHT LAND SURVEYORS, INC. NARc111. D� DRAWN' 9Y: IHC FILE: 2004-0265 1500 ROBERTS DRIVE. JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF Jun 23 09 11:50a Boatwright Surveyors 9042413346 •2 ' I MAP SHOWING SURVEY OF LOT 47, ATLANTIC UBEACH RRENT PUBLIC RECORDS OFACE AS ED IN DUVALICOUNT FLORIDA 34 OF 7th STREET ��:`-�:___._;D. 40' RIGHT OF WAY SCALE: 1" = 20' (4`J.H4' FIELO) 1 rrANa\1/a'RON 50.00 PNK,LU 4135 FOYNO 1/7'RON _r(xlNq f/:'IgON T •--_ Q1 MGC.LO NO Ga IMI'[,LO./0 Cr+' ' \ NORTHWCST C014NER N C{WCxCfF I OF o.'.�N BLOCK 17 ATLANTIC BEACH �nNGNL'IC Uj Uj ZOG a3' l CONCHH ; WH QV }'QLQIINFjN I ti LL A 1\ (n W I\ O V nQ O J t }} " 1 1 Q (1 1 1\ h O r '2 r (}4 1 \ ,` 1 1 O QqC m 1� � i Xx[cNCD V 1 q.t' � gyrNM[M 1 ^ CONCxFR a;M1 -tNSMMA� II 15.4' ' 0.r may rtwoi: FADW i'1MM I q.'. c Lill r � i1 11 " - I W wenn rCNCc iOVND 1/Z'Iq(IN V..�'' r'OI. No CAP wF, No rw 50.001 rrL w car (50.14' FIELD) 1 I I I h I I o v NOTES: 1,) THIS I$ A c10UNDARY SURVFY. 2.) ANOLE(, AS PER 1'ICLD SURVEY. 3.) NO BUILDING RESTRICTION LINES AS PER PLAT. 4,) NORTH PROTRACTED FROM PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY SHOWN HEREON APPEARS TO UC IN DAVE KIRSTEN. FLOOD ZONE "X" (AREA OUTSIDE THE 500 YEAR FLOOD PLAIN) AS WILL AS CAN BE OETERMINLJ FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANCL FNUMBER OR HE 120075 0001 0.CTY OF ATLANTIC EACI' . lRDAL 17 , 1989 —a. — "NOT VALID ISED ST THE SIGNATURE AND Till NS OONN W. BOATWRIGHT. P.S.M. ORIGINAL RAISED SEAL ." A FLORIDA LICENSED FLORIDA AL�ICURVEYING41MAPPING OUR and PNES NPER q. LS 3672 . LS 3295 SURVCYOH AND MAPPER." DATE: CHECKED ev:JU� BOATWRIGHT LAND SURVEYORS, INC. MARC\^• 2�4 DRAWN Ory: PHC� 2Q s-DSOs 1300 RO[iERTS DRIVE. JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET— OF_�!_� FILE: 2 1�Xc(✓j•�(! CITY OF ATLANTIC BEACH :-+ 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 F+ Application Number . . . . . 09-00000959 Date 7/13/09 Property Address . . . . . . 230 7TH ST Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------------------- Application desc PAVERS -------------------------------------------------------- -------------- Owner Contractor ------ ------------------------ ------------------ ARCHBOLD, KEITH PHILLIPS BUILDERS LLC 230 7TH STREET 1250 SELVA MARINA ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3677 ------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/09/10 ---------------------------------------------------------------------------- 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. R.O.W. Permit Attachment of for R.O.W. Permit# issued ,200_ Atlantic Beach, FL 32233 Owner's Name: am A2C 6&1/) Property Address: I f SJ Subdivision: Lot#/Block#: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this �_ day of 200q, by Atlantic Beach, Florida, a municipal corporation organized and existing under the aws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida,hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Basement permit numbers noted above (copies attached). This work is generally described as: P f/yey� Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." FILE COPY Page I of IJ03 3111 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby,assumed by the USER. cl DATED and SIGNED this day of yn �' ,200 B ?(to erty wner e signed in presence o e Notary) STATE OF FLORIDA COUNTY OF DUVAL On this l day of 11V , 2009; personally appeared before me, a Notary Public in and for said Coun and State, , the property owner of , Atlantic Beach, Florida, known to me to be the person(s) describ in and who executed the foregoing instrument; who acknowledged to me that he or she exe to same free voluntarily and for the uses and purposes therein mentioned. 7 SHIRLEY L.GRAHAM p B' Nota lic in for sat unty a Notary Public-State of Florida My Commission Expires Feb 14,2010 533 CITY OF ATLANTIC BEACH, F Commission#DD of ry 5 a Bonded By National Notary Assn, municipal corporation: Appr d: 7 Ricky L. Carper,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 , 12't MA (49.6,V FICLO) y,0 S r f " ►� � SQ r i t i Q ' it C> -- ti 70 5.4 X7,1 SCR Q '~ 4+ d A I ' •it v _ Cc,) 1�4 fL Ir W*4 lA # tom* 50000,sV sem. ia1 !Q tom' (50.14' Fes) IgLvse ll®�� ► once s r� FI A&S TOP e" _____ City of Atlantic Beach CE APPLICATION NUMBER "� (To be assigned by the Building Department.) Building Departn D � -s 800 Seminole Road JUL 0 2 20�� a �r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)2 545 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: O� 3 �K�L Department review required Yes No Building Applicant: , d1 1 �P� Planning &Zoning Tree Administrator Project: s ublic works u is i i ies Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONINGV10 T Reviewed by: Dater TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 Public Works Plan Review Comments Date: 7 3 dq Initials: X30 TIO' S't � Application Permit#: Q 11 Project Name/Address: ee Application Trackuig4,Comments. to'Ad : �CQmment. 0 0 Provide impervious surface calculations. 7 Provide erosion and sediment control plan i s lation details and maintenance ❑ schedule. topography ❑ Provide drainage plans showing site too a h (flow arrows, etc.) Provide construction site management plan,including Right-of-Way Permit if using ❑ ri t-of-wa for construction parking._ Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ Der Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting ❑ ro er construction will be required. A Right-of-Way Permit must be obtained for use A Revocable Encroachment Permit must be obtained. Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or la oon). All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and. must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the laps. P-Roll off container company must be on City approved list and cannot be placed ❑ on City right-of-way. ❑ ❑ . ............_... . S I} CITY OF ATLANTIC BEACH SS} 800 SEMINOLE ROAD J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000999 Date 7/10/09 Property Address . . . . . . 230 7TH ST Application type description IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------------- Application desc sprinkler ------------------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- ARCHBOLD, KEITH HULIHAN TERRITORY 230 7TH STREET P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3677 (904) 285-8505 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/06/10 ----------------------------------------------------------------------- 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. k CITY OF ATLANTIC BEACH 09- - - �� 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY XMI � gal , a ❑NO © es V-) ❑YES PERMIT#: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 7W°75 , a�'". iw°-� >r, 1,1 Z 4�"�'I A-� r a7 v �3 7.NAME OF+COMPANY: }t B.ADDRESS.: V—k 6.Ca—.E l rC. s(" 1 O r 9.STATE OF FLO10.CELL PHONE: 11.FAX NO.: -17— 3DA LICENSE NO: 5- �-' ',�- 2_1—a�3 12.EMAIL ADDRESS: ` 13.OFFICE PHONE: F 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: '77— ❑ NEW ❑'06 FLORIDA BUILDING CODE- 0 RE—PIPE PLUMBING ❑OTHER: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY _ OTHER(SPECIFY): ROOF DRAIN g its-=..'a'^ a +kr«'a'� °i` Fa'u'':a"�,' r, PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BLDG03 Permit Applicatiion Plumb:12/18/2008 's CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000479 Date 4/13/09 Property Address . . . . . . 230 7TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 ---------------------------------------------------------------------------- Application desc remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ARCHBOLD, KEITH PHILLIPS BUILDERS LLC 230 7TH STREET 1250 SELVA MARINA ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3677 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee 150 . 00 Issue Date . . . . Valuation . . . . 60000 Expiration Date . . 10/10/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total 150 . 00 150 . 00 . 00 . 00 Grand Total 450 . 00 450 . 00 . 00 . 00 PERMIT 1S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' , CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000479 Date 4/16/09 Property Address . . . . . . 230 7TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 ---------------------------------------------------------------------------- Application desc remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ARCHBOLD, KEITH PHILLIPS BUILDERS LLC 230 7TH STREET 1250 SELVA MARINA ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3677 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 133 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/13/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 133 . 00 133 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 133 . 00 133 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION �.rlUl31�Y. Date: Property Address• D / '�; J Owner: Telephone#: Contractor:-F.f) .G P `Lr, __Ln,� Telephone#: Contractor Address: Lq Lf a L y S (L Fax#: _'S_(_14 Contractor Signature: 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 listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe �L _ Plumber of Futures: Bath Tubs Showers Closets Shower Pans Dishwashers j Sinks Disposals Urinals Floor Drains 4 Washing Machine _! Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road a Atlantic Beach, Florida 32233-5445 Phone: (9104)247-5800. Fax: (904)247-5845. http://Www.el.atiantic-heach.fl.us Revised 1/04 v`�JR xg`s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 t� INSPECTION PHONE LINE 247-5826 ��Jjil>r Application Number . . . . . 09-00000479 Date 5/06/09 Property Address . . . . . . 230 7TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 ------------------------------------------------------------- Application desc remodel --------------------------------------------------------- Owner Contractor ------------------------ --------- --------------- ARCHBOLD, KEITH PHILLIPS BUILDERS LLC 230 7TH STREET 1250 SELVA MARINA ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3677 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------------------- Permit MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/02/09 --------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. B �1 L'�riN CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O�_ ( I I I I k OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTCCOAB.US APPLICATION DUVAL COUNTY .._.�..� MECHANICAL PERMIT APPL F4. ADDRESS: Z IS THIS'A SUB PERMIT:' : 3.DDATE.-13 NO J30 �S PERMIT#:PROPERTY OWNER:r? i 777777777777NAM E' 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: J � t 1 `� � ✓1 lit+ MECHANICAL CONTRACTOR: 7.NNAOF COMPANY: 8.ADDRESS.:p �J • U J ,z 9.ST TE 0 LORIDA LICE SE NO: 10.CELL PHONE: 11.FAX NO.: Q CLI l �v MAIL ADDRESS: 13.OFFIC� ONE„ 14. Afft<Is /f 2 ,s1� cv OV Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null a void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months an iafter work menced. C� CONTRACTORS SIGNATURE: a'15.GLASS OF WORK: 16;BUILDING. 17:-SERVICE-,,-' 18.CURRENT CODE: ❑NEW INSTALLATION ❑NEW ❑RESIDENTIAL ❑'06 FLORIDA BUILDING CODE- 0 REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER ❑SPACE nnEc ANICAL❑RECESSED NTT EQUIPME ❑CENTRAL ❑ FLOOR BURNER 19.HEAT: S' 20.AIR CONDITIONING: ❑ROOM ❑CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: gprn 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑PUMP ❑WELL ❑PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31:COOLING EQUIPMENT:' AIR CONDITIONIN REFRIGERATION EQUIPMENT CONDENSORS ETC. APPROVING NUMBER OF UNITS DESCRIPTION MODEL# MANUFACTURER pTONS AGENCY 3 32 HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. APPROVING NUMBER DESCRIPTION MODEL# MANUFACTURER BTU AGENCY OF'UNITS NI 33.TANKS:, TYPE LIQUIDAIHIHKUVI NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY e";LDCD4 Pewit knD!i z:=iv acn:REVISED:12/1&12009 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD �- ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000479 Date 5/06/09 Property Address . . . . . . 230 7TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 ---------------------------------------------------------------------------- Application desc remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ARCHBOLD, KEITH PHILLIPS BUILDERS LLC 230 7TH STREET 1250 SELVA MARINA ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3677 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/02/09 ---------------------------------------------------------------------------- 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. CITY OF ATLANTIC BEACH �9� I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTOCOAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY . . ✓ (�Tt s =S PERMIT#:Tom a �•W� E 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS 6.PHONE: , . 7.NAME OMPANY: DRESS.. 9,STAT XRIDA LICENS ( 10.CFI P QNE: :::414 FAX NO.�12.EMAIL DRESS: V 13.OFFFIIICE PHQL E: -c)l 5 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at a time after wo Is mmenced. CONTRACTORS SIGNATURE: A-MiNNOWIF K0 hs x� ❑MULTI FAMILY-#OF UNITS: GI-RESIDENTIAL 131,61NGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR ❑ALTERATION ❑SIGN ❑OLD ❑'05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE ❑OTHER: 20.TYPE OF SERVICE: ❑OVERHEAD ❑UNDERGROUND DERGROUND UP POLE :21.NEW SERVICE: CONDUCTORS PER PHASE:1 ❑ POWER IS ON 04"MR IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER O-AeUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: D O PH:_I _ W:---5-- VOLT:�t 0 RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27,FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: yy #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: h fi f. i 3 DESCRIBE IN DETAIL: —I--J_ � (Lc ,.,► BLDG02 Pennit Application Elec:REVISED:12/18/2D08 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD u ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building,=deptcaab.us Application Number . . . . . 08-00000153 Date 2/04/08 Property Address . . . . . . 230 7TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TEMP POLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ARCHBOLD, KEITH ALLSTAR ELECTRICAL CONTRACTORS 230 7TH STREET 1960 US1 SOUTH PMB 100 ATLANTIC BEACH FL 32233 ST AUGUSTINE FL 32086 (904) 246-3677 (904) 460-1001 ---------------------------------------------------------------------------- Permit . . . . . ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/02/08 ---------------------------------------------------------------------------- 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 PERmrr IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 2008-02-01 15:38 ALLSTAR ELECTRIC INC 9044601075 >> 904 247 5845 P 212 CITY OF ATLANTIC BEACH OO I ' 500 SEMINOLE ROAD.ATLANTIC REACH.FI,32205 v 1 OFFICE-(904)247.U26•PAX NO.:1004)247-5845 9UILDING-DEPTOCOA8.us ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOG Sss 12.t5 THI5A 3 DATF o NO Atlantic Beach DYES PERMIT#: PIWERT 4.NAME: S.ADDRESS IF DIFFERENT FROM JOB ADDRESS: PHONE- �'�i l ,./ti�� 4-4"-z -t/ / IV x13-zy4 ELECTRICAL CORTRACTOR: r� OF COAD r, SS.: 9rATE OF FLORIDA LICENSE NO: t0 LL PHONE- , .FAX NO.: ! • 0 O - MO.$EG o o - p— f t2.EMAIL ADDRESS;Aw//s 0. `.� � ,9.dVe EP Vey-740-Aral /11111r o 15.Application is hereby made to obtain a permit to do the work and installations as indlMed. I CeRity that all work vA be peAbrmed lo meet Me standards of all laws regulating conVA ctlon In this jurisdiction. This permit beownea null and void if work is not commenced within six(6) months,or If construction or work is suspended or abandoned for a permd of six(6)month at prvy time Commencm, CONTRACTORS SOGNATURE. 15.CLASS OF 17. ERtrKE: to MfeTf R 0 MULTI FAMILY-0 OF LINITS: ErRESIDENTLAL SINGLE FAMILY CITEMP SERVICE O COMMERCIAL 0 ADDITION 0 TRAILOR It. 1f.CURRENT CODE: 0 ALTERATION 0 SIGN GrOLD 0 NEW 0'05 NATIONAL ELECTRICAL CODE 0 REPAIR 0 POOL I SPA 0 REWIRE O OTHER: UST ALL ELECTRICAL IIMOWL 20.TYPE OF SERVICE: 0 OVERHEAD 0 UNDERGROUND 0 UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: 0 POWER IS ON 0 POWER IS OFF M.SIZE OF CONDUCTOR: AMPACITY: OCOPPER 0 ALUMINUM 23 SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24,EXISTING SERVICE SIZE: PH; W: VOLT: RACEWAY SIZE: 2S.FEEDERS: #OF AMPS: $011AMPS: sOF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: _ _ FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: 0 YES O NO i 00 NOT APPLY TO NEW SINGLE FAWf MUL AMII.Y 291.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AM o: #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW: 0 OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW: 9!. NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP; KVA: UNDER 60OV: NUMBER: KVA: OVER 600V NUMBER: KVA: AS.RIMMMM......�, B REP DESCRIBE IN DETAIL: COAG FORM 81.0002:REVISED:102000 Boyd, Nancy From: Boyd, Nancy Sent: Monday, March 16, 2009 4:44 PM To: 'c3customconstruction@yahoo.com' Subject: permits for 230 7th Street Regarding canceling permits for the above address, I spoke with Mike Griffin,AB's Building Official,and he stated that you will have to submit a letter requesting that you,as the contractor,want permits closed, list in the letter the last inspections that were performed for these permits and the reason why you want to have them discontinued. Then a stop work order will be placed on the job site by the Building Dept. If you have any questions, please contact me. Nancy Boyd Building Deparhnent City Ot'Athuitic Beach (904) 247-5826 nboyd(ci�coab.us �p �j 94 � IGDi7 r � d.dam.o�, v g - �� I �� -� � 'r✓ Boyd, Nancy From: Griffin, Michael Sent: Monday, March 23, 2009 1:57 PM To: Archbold, Keith L CAPT SPAWAR SSC PAC, 73100 Cc: Jones, Mike; Boyd, Nancy; Graham Shirley Subject: RE: Dismissal of Contractor for 230 7th Street, AB-Archbold Residence Capt. Archbold, We will place a Stop Work order on the jobsite and determine the number and type of additional inspections required to complete the project. A new permit will be issued to a new contractor following a favorable review of the application. A request for any refund from the existing permit must be made in writing by the original applicant C3 Custom Construction. If you ,have any questions or need additional information please let me know. Michael Griffin, CBO, CFM Building Official 800 Seminole Road City of Atlantic Beach, Florida 32233-5445 mgriffin(@coab.us Telephone 904-247-5813 Fax 904- 247-5845 http://www.coab.us/ ---Original Message----- From: Archbold, Keith L CAPT SPAWAR SSC PAC, 73100 [mailto:keith.archbold@navy.mil] Sent: Monday, March 23, 2009 1:27 PM To: Griffin, Michael Cc: Brie San Martino Subject: Dismissal of Contractor for 230 7th Street, AB - Archbold Residence Mike, As per our conversation today, I have terminated the services of my contractor , Christian Carmody of C3 Custom Construction, as of 16 MAR 2009. Though I wish he could have continued on the project, I need to replace him with a new contractor who can finish the job in a predictable manner. Generally his workmanship was first rate, but his inability to provide receipts and documentation for materials and labor, effectively track costs and relate them to estimates, and unacceptable project delays have forced me to re-evaluate the progress of the project and resolve the shortcomings. The contractor, C3 Custom Construction, has been notified by me that his services are no longer needed and I have forwarded him the remaining $400.00 for the work that he has completed to date, despite that fact that I have already paid for work that HAS NOT been completed to date, in the amount of approximately $9,600.00. I have not made a decision at this point whether I will pursue legal action against C3 Custom Construction and prefer a "clean break". At this point, given Christian's emotional state and ability to deal with me in a professional manner, I need him off the job so that I can finish this project ASAP. 0o Ol M O 41 0 00 M 41 C) ul O dl o 4J �� H 0H� O p a A� 01) H 4-) Q 14 'V D U jA � &H W H O d! �7 HI o 00 H .j o O o � fd � rn o ri 11 Om tHn p4 HH o OCx-� m U W Ufa w OQ Qo A O � o � N �� O2 U ol ri � H a 0 O � aA HQ J71 4-) tiU) $-4 c CD P4 CD M U U .� .P � ox A� a 04 04 i J: ami o w < < Fi OL4 a O W 01)CC) m cY) o o 9 \CV (Y) OD V cY O dl Id o N V \ eqANO (>a QL4 a4 N O O O O �1 4j • [ : r� 0 00 co V O O z a bmoN O A\\ H U' N O $4 H r-I it F Q H fU W U E- HV QA p,H W H o2 Y1 t-3 t--) U oO r- O � � H 1 O H OZ) H q oQ � 2 V C:) Cl o0H C) O 1:4r` o •A O 1 430 04 o � r4 (D W H o off m UGH Uw 0C:)o $4 LO AZW 0 o WN V 03rd U .. .. .. .. .. 44)) U Z O N ENzz 91 dl -1 V3 ( 04 tr U) 11 HMM � � U) � ,a 1 0 004(0 00 :3 W CD m � 4' J a " �� .- ,Z) U 04J +J S4 0 ,4 to NO A C) � � M E4 04 U ,-+ ,-+ W cA < < E-aaw y} x. 3 �^ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH MIT INFORMATION ------ --------- LOCATION INFORMATION -- P*rmit 14 mbeir 7383 Address: 230 SEVENTH STREET € Type: RE,rROOF ATLA14TIC BEACH, FLORIDA 32233 --- ---w- --___Cl fWork NEW ----- Type: W,QflD FRAME, ot : Black: Section: Prap o ed Use: SINGLE FAMILY Township: RNG: 0 Dwe'lli ads 1 Cade 0 ubdivision: ATLANTIC BEACH ' " stima- ed Valuo: $0 .00 Imp Ov Cost: $0._00 T taI Fees: $22 . 50 Al untr `.R $22. 50 ate2 3 . Work I7 Sc, ,.,ROOF WITH NEW TION APPLICATI0N FEES - R._.. . $22.50 tddr kI STREET WATER IMPACT FEE $n 00 � � 21P C RE 4X013 w; Pho, 9 T C ?LORI DA'A " RADON GASH R R.S. $0.00 = .. ,CORMATIQ v ------- RADON GAS 5% $0 .00 `•q' S, , PR L"�I�IIp�{ EY Cflyp��.P Ely�AL IMPROVE, {� R y�� Tn, ST. P BURG Ir**L 33710 HYDRAULIC SHARE 50 .00 Type* CI CROSS C41~IINEC'TION0 EEC IMPACT F'RE X50 �C�£7 r� ::NOTES; R, NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 8t I1Lpli MG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C#.EAR D UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ,'FAI URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE. ROPERTY OWNER PAYING TWICE FOR BUILDING -IMPROVEMENTS." Alb I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT :r REVOCATION FOR LAT N OF APPLICABLE pRQtsIQN OF LAW. SEP ATLANTI .BEACH BUILDING DEPARTMENT City ofi Atlantic Bch, r CITY OF ATLANTIC: BEACH PERMIT APPLICATION ROOFING Owner( s ) :__` Address: O ST Lot # Block or Unit #M� Subdivision_.______ Contractor: Address: �p �C ^LL? jCp fir, _ Phone: State License No. � Describe work to be done: -2UOF Materials to be used: Signature OWNERL� � Date: 7 l Signature CONTRACTOR,. lQ "aei P ?ac ^i of f"rmrida 21# 1994 Ron,i2.1,TH.a,troy rri.-ia,.unw Inq. I i Inotice of Commencement (PREPARE IN DUPLICATE) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property ------------------------------------— --- - --•-- General description of improvements _ -_-_____---_---._---_-- -------------------------------------------------------------------------- Owner KIRA-x-� --------------------------------------------------------- :Address _ - ---- - '--ST---- �� - ---- =--------- Owner's interest in site of the improvement ----------------------------------- Fee ___________________--_----_--__- Fee Simple Title holder (if other than owner) ---_---__._-_--_______________________________________________ - Name ---------------------------------------------------------------------------- Address --------------------------------------------------------------------------------- Contractor ----------------------------------------------- ------------- Address ----------------------------------------------_---.---------------------------- ------------------- Surety (if any) --------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------Amount of bond $--------------- Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------- --------------------------------------- Address ------------------------------------------------------------•----------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------ ------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------------------------------------------------------------------- 00156 DEPARTMENT OF BULLDING CITY Of ATLANTIC BEACH RMT THIPORlIATTC,I<Ilt w m LOCATION INFORMATION X r4a1�16 1 '# 1 . . ddre i ' w230 SEVENTH TH TI�EET . Iw ("#N Ty BUILi' INO ATLANTIC BEACH, FLORIDA32233 cl X10 Works# At>OTTIOlt LEGAL DESCRIPTION COO TY +bl# G IRAN rs B I R : t art a B-', , d' . i RVEM SNCL IBURE Plat Lac aka P s ov,ell13 x O 0 +�a 0 Lidivi int A OWNER 1UPORIIIATIk;N ., V. # s # . Name% It. L. ARCHBOL..t toll Ip s .00 Addrowas, "230 SE!,VUTI! STREET 'A xt � �s, 500 ATLANTIC BEACH, FLORIDA ORIDA 1223 Phone t (904)249 - 92 f . arat laF .', It j-$Tjffo P'ORCH/EXIS"t"TI+ Gt ROt ' �. .� . . APPLICATION FEES TER k I PAC' F"'EE 00. 00 5 7 7 "1 "/Ip, E4�ER IMPAC F`E8 O I e . ,#ATf � � � r rSdTE �ol r �p< r Ai Ott: OAS O. 00 ATER TAP $0. 00 EWER SAP O. CSC} E l+DRp�kILU�rGgICr+�+ �H�ARE OyOry .. t r < � lIII Iklt»E'I I NIS . e 7 THEIR f NOTM i NOTICE-=ALL CQNCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILD IN34MATEAIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARS UP AND HAULED AWAY'BY EITHER'CONTRACTOR OR OWNER. FAt URE TO 0110 PLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TWE RO,PERTY.O'WNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED.ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR. Vt .ATI N OF APPLICABLE PROVISIONS OF LAW. ATLANTIACb4 BUILDING DEPARTMENT < 14 Y A P P L I C A T I O N F O R B U I L D I N G P E R M I T CITY OF REQUIRED SUBMITTALS V"d - 9&u' & 716 OCEAN BOULEVARD Each application for building P.0.BOX 25 permit will be accompanied by ATLANTIC BEACH,FLORIDA 32233 two complete sets of pians, including TELEPHONE(904)249-2396 a detailed site plan indicating location of utilities, parking, size of yards and other pertinent data; one set of Florida Energy Efficiency Code sheets; recent survey (on new construction) SCHEDULE OF INSPECTION Requests for inspections will be accepted from 8:00 AM until 4:30 PM. All inspections will be made the following working day. 1. Footing 2. Rough Plumbing/Sewer CALL IN WITH PERMIT 3. Slab NUMBER FOR EACH TRADE 4. Framing, Rough Electric, Mechanical, Top Out Plumbing 5. Insulation 6. Final Inspection/Issuance of Certificate of Occupancy ------------------------------------ BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE MADE Pour no concrete or cover any work until building card is SIGHED by the inspector. You will be required to uncover any work that has not been inspected. 910 fee is required for all re-inspections. a CITY OF PROPERTY DESCRIPTION w 11w"eustCc U� - C'aacda 716 OCEAN BOULEVARD Lot #--------Block #--------Section #________ P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(909)249-2395 Subdivision:___-____--_ ---------------------- Street Name DESCRIPTION OF WORK or Address:---------------------------------- If in a FLOOD HAZARD Flood Zone: ________area complete page 3. Brief Description:_!`_-QL4!0'---------- Class of Work: / (New/Remodel/Addition)_ L{ ZONING INFORMATION Type of Construction:__G ______________ Zoning Proposed _ District:---------Use:--------------------- Estimated Value r$--/ Exceptions or Materials: �1 fly Tl?-&- Variances Granted:_________________________ Solid or ------------------------------------------- Filled Ground: Roof: OWNER INFORMATION Method of Heating:____/L// _ -7 --------- Property Owner:- --- Phone S��L ---------------------------- - - �- Mailing Address_ _- C!LN7/C--- z--L---------------------- Zip:_-�1z ZvY------ CONTRACTOR INFORMATION Contractor: Phone: ---l� -'------------------------------------ Mailing ---- Address:------- --- ��- - --------------=----- ------------------------------------------------ Zip: Expiration License Number: Date: In consideration of permit given for doing the work as described the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are Rf 4- a part hereof, and in accordance with all rules and regulations of the City of Atlantic Beach. Owner Signature Date R -- --------- ---------------- ,�( 1 Contractor Signature__ _ __ Datel � _�� FLOODPLAItt DEVELOPMENT INFORMATION Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be .issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date/?— ' /__ --Applicant's Signature _ ---------------------------------------------------- Department Use Required Lowest Floor Elevation ----------------- As Built Lowest Floor Elevation Survey Filed Filed with Building Department ----------------------------------- Building Department Representative page 3 APPLICATION FOR FENCE PERMIT JJ, Owners name_ ¢ r ��►__�1 � 4�IG -----------------phone qy'S ------------- Job, address _ U_1%'v iv7 _�T 1 .U1L�IL _ 1�C/7�� _2222 ----------------- 7____block and/or unit. #_____________sA--ubdivision f�A,,/ic ,�_/ �. � _- --- - Contractor if different from owner ----------------------------------------- Valuation of fence ScaC>t� C�------- Corner or interior Type construction c./ xc/_ 1c„ry Z a ra.r Show location and height of fence as well as location of street(s). P6 g T Qt 15 ioo.o AA t ! Owner signature_ �� _J=am Date ---------------------- Contractor signature Date Permit 'it Umber 1 696 000696 DEPARTMENT OFF ATLANTIC BEACH $¢ µT t §t p*r1w 6t TY04-1 BUILDING ATLANTIC BEACH, FLORIDA 32233 Claou of We k;t AwlTION LCUAL DESCRIPTION - Cgoot ,•s Typot 1E1 0 Ti t# st : Lot m T3.1<ock x sect i0a 2 Propo d U o x $DELT: FAA IL Plot 1400k; Pages Q $ubdivlsionj ATLr4NTIC, BEACH TERRA 2004.4)+D OWNER INFORMATION up -ov. "St.v, 4EI T`H ARCNBOLD T t 14 0. +G 4I Addx a ss x 230 7TH STREET Aid Int Tpa d t . 4 ATLANTIC BEACH, FI.OR10A J.223J 4�or•It R CIIF FEN+�`aT� �. `fir �, •, a ' Ulu FEES =.w +" �� 95 IA 4/14M 9' R,#�T w'R .Ii.NI �}►CT FEE E $0. uuy rq Ail Sl. +'7i Sr+T4 kd♦ 6.�'i,il` yk.yFLKv7uih su f 0 0 al tij�WCR TAP SO.00 00 ' iq j yq�♦ (y x,60�� "' iU 'H1R lRO. "P01� r s Ro 0 � I NOTES- NOTICE —ALL CONCRETE FORMS ANO FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATEOF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARS UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. 'FAIL RE T COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE ROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS " ISSUED} ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR _YtOLATIO 4 OF APPLICABLE=PROVISIONS OF LAIN, t ATLANTIC H BUILDiN E}EPAR: ENT. By: --- '� 000696 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH �'c;=t'�fi� p. 3 }.ar:' � t��.#i..�h-J. +.� ..�E i,a�i�E 4 � �_ t.�•a��#_ �� "�_.e r!=��'. t . . j is :.t $r : :; * .f 1 I .S E 7fi t. .t:r tn- t. t, '.k R I.I" ii�.##� tat =baa.-e , ^4f tats? 1 tit? 3..1rw F 0,1.{.,. s e-1 t.�,.cs4d t .: t.t ,,:.d .aYttat � .` tttrrgr ir^ 11 [ tt t _ . Ii k-illr+..IA. fr p 4 J _'.a Aof) T }!t #:. k_qi },. 3 3. =v NOTES: ;NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I BUILDIN13 MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOt BE PLACED IN PUBLIC SPACE,AND MUST BE CLEAREQ, UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAI4,URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED PCCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATIOIN OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPAR-vAENT By /* Y ✓ I •G 000696 , DEPARTMENT OF BUILDING' CITY OF ATLANTIC BEACH az . .. �. r •.. t 3. l'81 f -L.}..-{,� fii' -a.. . s {' ? s I �s • a. .9 r a. i. ,i3'r .s 1 3. -.b3 '= ,€? � {./sa..$i VSti ... } Lat # 1+!tS +_a. C s NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOS`BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATIOfV OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: r CASHIER COPY `SS CITY OF ATLANTIC BEACH ?" 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027881 Date 3/15/04 Property Address . . . . . . 230 7TH ST Tenant nbr, name . . . . . . REPLACE WOOD ROT Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2400 Owner Contractor - ----------------------- ----- ---------------- --- ARCHBOLD, KEITH THE EXTERIOR GROUP, INC. 230 7TH STREET 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3677 (904) 241-2228 ------- ---------- ---------------------- ------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2400 Fee summary Charged Paid Credited Due ----------------- ---------- ------ ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 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. qf-qk Aar4.. (- ` +-BUILD OFFICIAL CITY OF ATLANTIC BEACH Ca r s; BUILDING / ZONING DEPARTMENT L. !HR%s „. S. Doerr 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # (�y p�� 1 Property Address: ' �J" 1 't-h - Applicant: 0?- - ClL) Project: L/V00A OD4- EZV&A r This permit application has been: Er Approved V"M-twed and the following items need attention: W VL f' t N. to F- 1 /atr Please re-submit your application when these items have been completed. Reviewed By: � Date: J3/ tL�Ge-� r 01/21/04 17:11 ID:esofficesupplu FAX:17577877722 PAGE 1 'Jan 21 04 04- ?3p 1 hr Group. Tna 1)Pgi Cn/Hun .-1n4 :'41 044`1" ILtn, MAR I CITY OF ATLANTIC BEAt`N - BUILDING PERMIT APPLIC'ATION't ; (AI TFRATI'ONS/AMT)(INS! 7 Dote: Job Adtlttesa: � / .... . Owner of Property:.. ?'l�. A-A 4-1x/ Address: c: _7"� �T'_ /)rr'��vti•C ..rf is'c'/ �!'� .Telephone: i-'•/ 7 Y4.. 'TLj' Leglal Ueacrjption: Block tlmba: _ _ Lot Num Zoning Oisttict. .. .. _.. Cotlb'actAr: C.attractor's Address: .. 7 .._ _ ... .�:: � r'�t ,1_ I's Telephone: ►Y-?1 _ � _ ._ . _ 1:arc: Describe psyP osed use end w rk to be done: Present use of land or built ing(s): _mac. 4.)A : 1�.L►r �� t_-x1!.'1 , _..____. Valuation of proposed cuts tructiun: What are the dimensions of t e added space: e�tL Pt et x sea Will the added area be heat and cooled? .,V New lllcetricnl w aw;rr.»sta in sarvine" New plumbing fixtures?. 1,4 _ New fireplace? .. ,�'. __ Ncw 1ih%M11y,ntll rooditionmg? Is appmval of Homeowner's ssociation or other private entity required? ,`,,,_ lip-1, phrase xubm1! •vith this spplication. Will 240 plreJect iavolve eh 9p is devotion,site grade or any use M All materiel or the reetoval of any treat," 10 lVO. Apptistlpt es that so change is site grade or fill material will be coat!an this pn►ject. Yz& ass,m*2 be w. Approval 1N the PubUe Wolrlas Department ix required prior to isuwance of a budding �NO. Appliesnt cor thes that no trees will be removed for this projec.. j YK& Retinal of nen win he required for tbls project. TREE: REMOVAL PERMIT IS REQUIkF.D. Tree Removal Per its to be reviewed by the Tree Conservation Rossini, which meets rwr►tierces asch month. Procedure: to order to ox edits issuance of permits, plew. follow all Stew ued prgylcic all inferntati2p-PL graurii!te. laeoesplete appllo UON ma result ip delay in issuance of permit. STRIP 1. Verify rating do ipstion and proper.ettlotla for ala: proposed amwipultal. tt'w►u arc uaner.u1 this invirmaticm, plea c uen the Platin ng and Unins Departntat at 904-247-11126. hl order tit ec►rlmdy verify rartirq; desi(lttstilm, p1mw have Pror"Apprais r:Real meats Number available. $TTV2. Coolest tht CRY of Atlantic gander Department of Public WIAN r%. UrJultiiN d a t-rrv.ni4tr,ioi01% ra post_mwt,nrutxian ta►poslaphlc111 sur ty ear grading plan Is required.(it not reyuirtd,wr;Trcl. .rsititmtift must he prrmdrd with thio Isl►lilicwon.) The tkpsrtinenI u'Public Works is loafed at:1201)Nindpilnr lane.ANonti., '%Aiu hl Ft. 122:13 'frippix ne:(904)247.1434 57W 1. Submit 111110 N Applicaiia►If trees we u,be removed or relucatecl SM 4, Pleasr.sttbmit Bit Wing P,Tn11► Applinattin, linorCq task: Dorms, Ncwxx •: t •immrnt.etnrrtt. %Iw,%edCCMrlwtor ;tatltdpvit if ownOr w .toad&our(4)aomplrlr.Geta sof owistnrotinn pltuts to the 1►inlrtlnE.')cpin�ln►ent .vjjj':ij is.Ipu►ted:,;alk;Adiunic Beadt City Hall.AM'A' Minnie Road, AlWldc&xch,f•1 122.13 '1'e1eplume.x9(14):�47•itt26 809 Slsalnale Rood •Athletic Desch,Florida 322.13-1445 Tete one: (994)247-,SM •Faa: (994)247-5844 http;/rwww.ci_aftbatic-hc:tch.ft.ua ttaRls 1 ►tEV1kG1 1114A$3 01/21/04 17:11 ID:esofficesupplu FAX:17577877722 PAGE 2 Jan 21 04 04:;>4p I he Rroup . )rd- nos t gn/'Ru i •1114 n 1 nn4;1 p. c. In 111"thm to aasatnttxion and on nearing detail,plans mttst comain the following intermatitm cos nppt q ifs ttx dic typr�of work being I�ad- Scale ofdrawitp:she Id he nu}Pdaant to depict all squired infornul irnl in u cimm :cod IcAle manner. 1 Cda*ont utttrvey ahtrwing the y boundary with barittp and dldltalleat and the legpl dearrrphnn. 2. l.oeatiort of all sOmataaea, turd pemtanarn.including w1baeks,liWidling heiplt.rurmber(if stLnies and equune footage. kiemity �Y atrisBng atrtrataea end 3. Iftetpdred by the�ttnatlt Public W arks+a P>e'eontaeua11ar1 topegratthital survey 4. MY a4dBam ammo w""fal i"Cludi ft wV Jw+sdetional walkods,CCU,eaaww water tom. S. Impawletw sorts"Nee h alb drivawaiM aidtwraMas,pad.n apt,eNar Imlbervturr Suv*m Swimm6mg Poo* may be arckded lFeum,etel StrrkAW s adasr trtl6naatian tau mt0,bs a thr individual appiltladont. (hereby ce►tify,!bat all iutfartaation lrldted with thin+ylpliadtrn r uurreCt. si,pruurt:of earner Dale: 2 Jif�� ray - - - I hereby certify that I have read a d exa pined this application anti kLatw the same la iw• n,rc will Lx►,rroct. All p uvixians of tfac low:r and ordlnanata geraraing Mis type ofmic will he uNSPlied wid14 whether specified henehl m nun lair.l rmwi]p,ora pemiil dee.4 not lwmltnc uu give awbority to viutme or conael eh."itiom of any federal,etaln or local rulm.mAuiation-i. unCinnnca.or lims in:Int•manner,inot dinli the SW"MiagofoomtnuXion or the per womwe t>f www"laine Ofthe property. 1 LLndt.7xtleird thu tra:rtsuw;of-This above infilinnadon beingtrue and a mdtlao the plane and peroLrr is aondtlgan spun 111e wpptrrtln data have 1*een.rr shall An prnvided Rs rdrquirexl. i SIVOWeofCovintreetor: It /I /Q Address and contact infortmWon f person to rowive ail correspondence regarding this npplieation(please print). Name: -• _.._. Mailing Address: _ Telephone: l�r1t: —._ •• - - - ---. --• _.-. ..._.__._._. t:-Mall AS TO OWNER: —- Sworn to and subscribed before to a this _day of Ststti of Florida,County of lhrval t~7 YY7 ' apiary's Signature Personally k n Produmd identi$omion 7We at-idantificaticln producca - AS TO CONTRACTOR: Sworn to and subscribed before mc this L . . day of G • r v' 1 zo t State of Florida,County of t'luvrl 'Votary's Signature: m JENNIFER SCHLUETER - -•-•-•_.__.._.. . *: *= MY COMMISSION#DD 121 01 Personally known May 27,2006 EXPIRES: ❑ Produced identification .�• ;,�",. f„h 80nded Thru NotaryPublic Underwri rs Type of idemification PrudUCCLt NO Seminole Road •Adaatle,Base&,Florlda 322:13-5445 Talepbeine: ("4)247-Sf e •Rax- 4" Pa`s Z ( )247-5145 -M alp'/lwww.ci.utlaptic.hen h.11.dt ttrvistl I114AI'' Builders .FirstSource HiAXMF Builders FirstSource roject nformation: Builder:Woodward,Richard R. 6550 Roosevelt Blvd. Model:Archbold Jacksonviliz 44 Builders FirstSource Job#:285182 Lot:230 7th Street Subdivision:Atlantic Beach County:Duval Building Code:FBC2004fTP12002 Computer Program Used:MiTek 6.3 Gravity Loads Wind Truss Design Information: Roof:32 psf Total Wind Standard:ASCE 7-02 Floor:55 psf Total Wind Speed:120 mph Mean Roof Ht:22 ft Exposure:C Note:Refer to individual truss design drawings for special loading conditions, design criteria,truss geometry,lumber,and plate information. Design Professional Information: License#:21475 Design Professional of Record:Lawrence A.Paine License#,.21475 Delegated Truss En ineer: Lawrence A.Paine F�ol cation package consists of this index sheet and 15 truss design drawings. sealed index sheet it acceptance of my professional engineering ely for listed truss design drawings. The suitability and use of each truss ny particular building is the responsibility of the building designer per TPI. Seal Truss Truss Drawing Seal Truss Truss Drawing Seal Truss Truss Drawing Date # Label # Date # Label # Date # Label 1 CJ01 285182001 8/7/2008 2 CJ02 265182002 8/7/2008 3 CJ03 285182003 9- 4 4 EJD1 285182004 8(7/2008 5 HJ01 285182005 8 7/2008 6 HJ02 285182006 8/7/2008 7 T01 285182007 8/7/2008 8 T02 285182008 8/7/2008 9 T03 285182009 8[7/2008 10 T04 285182010 8/7/2008 11 T05 285182011 8/7/2008 12 T06 285182012 8/7/2008 13 T07 285182013 8/7/2008 14 T08 285182014 8/7/2008 15 T09 285182015 8/7/2008 Page 1 of 1