Loading...
Permit 51 Forrestal Circle South r Li",6 r'a, • % $e CITY OF ATLANTIC BEACH A 800 SEMINOLE ROAD 1- J a ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 08- 00001219 Date 9 Property Address 51 FORRESTAL CIR 9/08/08 Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc meter to home sewer Owner Contractor CHAMBLISS EAGERTON PLUMBING CO. 51 FORRESTAL CIRCLE 1093 N. MCDUFF ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 388 -0761 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 42.00 Plan Check Fee .00 Issue Date . Valuation . 0 Expiration Date . . 3/07/09 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. CITY OF ATLANTIC BEACH .' PLUMBING PERMIT APPLICATION Date: / Property Address: jS / jam 7 a �(� �sk,t� 7'f� C I 1<. Owner: Ir- .2►t --t' < G ', ss Telephone #: 73 7- Zp Contractor: td. k P /vf ,ti -,(1.1 Telephone #: 90Y.�1T 07 Contractor Address: /093 A2 t u C� , �,, ` 1 # Fax #: 70 y Y.:3777 In consideration of permit given for doing the work as describe the above atemet, 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 buildingrermit number: ❑ Re-Pipe tt/,- Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 W ho / CITY OF • Arelawrie geae% - : ? - -- SOO SEMINOLE ROAD - -- -' ATLANTIC BEACH FLOR IDA 32233-5445 TELEPHONE (904) 247 -5800 FAX (904) 2475805 April 1, 1996 Mr. Robert L. Chambliss 51 Forrestal Circle Atlantic Beach, FL 32233 Dear Sir: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 51 Forrestal Circle alkla Lot 1021, Block 1, Atlantic Beach Villa 1 RE171738 -0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 12, Section 12 -14 Le., trash and debris deposited across the property; Chapter 12, Section 12 -1-8 - decay of structure, Le., the facia board and soffits have rotted and must be replaced and painted. You are hereby notified that unless the condition above described is remedied within fifteen (15) days from the date of your receipt hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, 'Karl W. Grunewald Code Enforcement Officer KWG /pah cc: Public Safety Director CERTIFIED MAIL RETURN RECEIPT REQUESTED d 'Write M °ht�sf0 the front a�reg Z1tb0 a e8. $ •m e r u mReceipt ofthem �ofthis f p de livered — Rac ge9ues ailp�aca or ° so th at we / also will 3s 1 A e d to: ow wh°m th s �e e W as a °W r ® � a sPa ce does nor this e a f Ing ee); e S (forme t. c ' -r/^ T� delivered S Cb chamber 1 (� 8n sir </E.! � Q ' yi f tlare 2 . p R dr s see's Aaares 1 �L� z :.• P 4a Article Consult p0 _, cted Del /v s a c , p �'� C� N � � aster for f Q o 4b. Service T S. Re grstere Ype � ' et R e ceived g ( Pnnt ha Return Tess Mail ,? 6. Signal, ) Date of R e �rPt for Insured ertiflea X M c/dros s , D elive ry rendise g) ' ' 8 . r3 co a PS Fp / j1' Addr '1.-A-11-1'.:'‘ r ►n 38 r' D e cenrb • / ' andfees a dore ' /�� �o Mbar 1. ) /A c .""""+ ",,,,..._ c me st i c _ ,' T _ s } 4 ADDRESS �l 702 ' s ozez d 7 BUILDING PERMIT NUMBER /7/ INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING 9 -1 COVER -UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: r 11719 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ,. PERIT INFGRNATION - ,»_...- LOCATION INFORMATION P nut Neer: 11719 Address,* 51 FORRESTAL CIRCLE SOUTH__ arm Type. UIZDINO t T: 8 ` I ATLANTIC BEACH FLORIDA 32233 Class of Work: ALTERATION LEGAL DESCRIPTION , one r- TyPe : WOOD FRANE Lot: Black : :. Proposed 0.11;e.* SINGLE PANILT f N ctic�n Dtael.I in+�s � 1 Code: 0 Ttiwnshf P : RNa Subci.ivisian: ROYAL PALMS Estimated Value: $500.00 Impray., Cost: $0.00 'otal Fees $67.50 Ama $67.50 Da Work De ROOF pER PLANS . �.:.... TIo3N APpptICATI FEES *) A PERMIT .._ Ads" �,� ; �� � � '1,"` � � �6f,7. 5 0 �� STAL CIRCLE SOUTH W'AT`ER IMPACT FEB $0 DIi 'LORI t ' � ,. • " `'.'. ,+Gy' A A* . AP r �� "' RADON GAS_R.R.S. SO 00 N?ORMA ON RADON CAB % O ON x RUCTIO C . � } Name s � 4 ' � � CAPITAL INPROVE 0 � . 00 .: JAC ILLE BEACH, ` P'L, 322 5) CROSS CONNECTION 0 , Dfl Li ce .� 4O'8 Type: 0 SEC H IMPACT FEE . 00 CONST k St FtCHARGE • e ° f DOTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND. HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY Y WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR THE SU1LD1* IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECTTp'REV CAT*0000 VIOLATION OF APPLICABLE PROVISIONS OF LAW. Dat 4/11/96 01 rcpt: 0048369 pan 00100003221000 ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address C / Sir -C Cr7. So. (»& 2tSoir/r4vs14) Date 4/446 Heated Square Footage A' @ $ per sq ft = $ 4 Garage /Shed t @ $ per sq ft = $ � Carport /Porch [�° @ $ per sq ft = $ Deck ,1 @ $ per sq ft = $ .. f v = Patio D @ $ per sq ft = $ 60 TOTAL VALUATION: $ 6p (00,.00 (050 /j_oo $ /J.oc) Total Valuation 1st $ /oov © o $ -3d Remaining Value $s per thousand or portion thereof TOTAL BUILDING FEE $ g.,1 + 1/2 Filing Fee $ 22_572) (u) Fireplaces @ $15.00 $ 0 BUILDING PERMIT FEE $ 67 5Z) WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ 6 GRAND TOTAL DUE $ 6 7 J ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: EXCEMEM MAR 2 9 1996 PERMIT APPLICATION Y CIT ADDITIONS OR ALTE ildin TIONS w g and Zoning tt DEMOLITIONS Owner (s) : go n - /�1Q /� < Q m h Address: ,6 . 7 /cot) e S )-� // Phone: Lot # Block or Unit # Subdivision: Contractor: IA f A State License # /�B Olzj S Address: /1 oC2, 9 p o r n Phone No: 2 - Describe work to be done: 77'US< Pis pna Present use of building: V:hy th;ifi. Valuation of Proposed Construction: lK 8 Proposed use: i `Z7 I(7 ` Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat /AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: / g, -.- Date: €4. Signature CONTRACTOR: Date: License Supplied: (/ O Liability Insurance: �� 89 Worker's Compensation Insurance: c, `� 4�1� OS* 7 E 0 D .,_........... .,, , cn 4,11 „ —4 r _ , .. p 0 ILI El 1 , f 1 11,i , ,1 1 i l', m f' -r) m o E kr : I i ' ! , • II 0 r- 13 r11 rn L - 0 -S 33 0 ; / M ° * co O * ” , 01 E. l' , , .I ,, ill lor,i, . 7 ' 1-.4 rip a .--■ 1;1.,, i411;1.1 ism :-.., 1 . ' i till -, : #' - 0.-1 ..... ' 1 : ' a .° 0;1 a 0 cri ; It• F' 1 ., , ,. , Cr'i '' CI V, A f I I'l 11,7,, ''':.'i '- " ' a', '- ,, i 1 pi 0 a C ' If 0,-, 1 11 ,0.4, jai tr.1 IT ';', r.,, z c ,,.. ., f„„ ,,.,,.i , 4%1111 §-7-01 ;4', l':. 11 1 I it'll ,.,° f' T. f, co $.,.,i ill ,,"., ill :: ,1' ':,..,Pr '. G tit' D LI I I I I 4 fl V lll °'' 0 ' 01. , ,...^ it. 5 ni x g -,,,, , iii . ;.:• t„ .,J ° ral g N , !, .1 0 I.' c z .. *,, 1 , d I 1 1 ■ 'Jam. 01 m I;.1 It , t li 1 i 1 j I 111 I 1 m C r 0 z - 4 ' I !if ' L r- = ® 2 : 0 33 as p- r 4ic 0 7- = ,,•, 1 I -4 I , , , 14 in II/ L' 1 ht. 0 i , , z-- F 51 4 1 1 , '".. l'i•E 1 f P I , , i "' ' 10.., .1„,,, ;' -t•-. R I H i mc D3 , 33 ,.. i 1, ,: En - m 11 c4 , tT1 , .. 0 > I■4 ., 0 (") . . . ,.: (7, ,, „, . i, , 23 I-71 0 -0 0 T.) 4 1 Z -13 1%1 , 1 , :*,4:17,1' 'ff" Ln 2w ii 0 < b c m z mr _F : 9 - - -- - , .! , " 1 00 ,... cl'a'z 10 -,,r,„, , 1 03 I - - x C ---; • -.°.±.... ., , ,± .J. al 6 2. 71 c.,) m :.1 ft... ..1 " . k;,..., ul --t 9, , t, ,, -, - , 2 : 5, m . I-- 91 0 ki co xi cr) Cel -..i1 ' 1 1,. I'. ''' 0 i 1 A Cr ,,,,,'or; rj mCn X 0 0 's k, 0 g I-" -,,,, 41,: l' '- r , ry rg, ,, ,,, e rO) 0 1i1 ..eipprfr 4'''' (7) (.0 t•-■ ;-- O K m a ,,, .1, -,_ , .,, ,,,o ,i" Y • - > , co 0 r- cn ,-1 1 ''''','; - ,,, ,4:- O - - V. 41.-., - '--- ,- ...• , m C • ) Z' 0 - - C-eltt.`" , *.*:'4. 5•44,,-.4...,---e.p';rc-v•Id.V. VI - - '' . --- 1..,u..., ' 4 * Y. • ' ' ' .O.A-- ' 1 , r•e'Vereri,,L-i.l-'3 ., '',. r ' c", ''. 1 1 1 ^ • 2 --- woll•I'''.,` ••`; y . , Ti*--b F41.,,,, T?.. - '-, ...L.+ . Jqf4' t,' '-* m , w ...... M ,31 .,.4 1 -...'!. cn ,- ...... ':' -17T•LI-1-.' tt"../',(r-Ltril.,,■!:, Vp**-:.= Iola...L-04p 271,1 In ....,0.4,;,, 1„. --.. __.,,itt-.--14P-4.-..*..■:, c -11.i•."-‘ --1 z O -- C ri .11,;..-... !%, 1.. ,,-. 0 m 03 ) • '7'...... '‘,,1 k ; 4;1 P' ■ I -- t-71:f. .. Ir-,--L ..,5, t‘i:1 : ,,.. co - rn _ xi 0,..4"!'s,A°''*I: s, .t,i § ...., 1 `.-- Ni § a cx - ,,, '.-!. it? -.,.., --,'..'''.114,7...,....._:,..-.-,..,r,, ,--, rri j,....r ?PlitIkkl‘10ff ‘ t t■ G v„- , L.:f(-1-1-` A‘Z I OW Ot X14 c3R) 1,•4t... , 7. 1.:. - -, ji i ‘.. --ciA.,i)!._4. ,tP Nc5 -,.,:,, kt -,',,,,.)...... ,,..i%., !.,..,, .'''f'-''•- lciA,-,,,':*„:44 t$‘ 1,,,, ,,./...„ ..,; 1,..,,,,,.....,,A,14-,,, ,11,i, -, .. tkL,...,,......;,', I ..0 • ..,- f , _ , y •• i 0 W"1.111..- - -,14"1.-,s:?:* • '`'* -,e, i; Trt.v.,41... - . 4 -13 k:u4....„% -).! • 4': .." e ii.,;.,471 * ' -< p..4"1 '- p oi•-,,r). - * , , . � Z Cu D� .� a o o H.{ Cu ` mo cn �tr) L &S Q N r - d9 cu co co co LC) O 0 ►-+ 2 J X CO O 0 < CO n N H U J • 1 • U U ,O H U) U W a WOz O J CD N H qr..+ CO m U) Cri O O O W 11+1 WI Dr dE 1 Q 1996 .; -e9 • w s 8 11 e D-y cc L_ X UO CO N w O cc > \ i O CO'W' m 1 1p M • • Mr) O Q tn O CO O M N \ LL N , H `' - OI Ol cD O('7 C Y U 414( o co 0 VP' tl II N T mi OW (- mr o •12.1 WJ o wN • I MCC o 01 N N Q1 > 0 `•'O v O O f (.00000001 onool� Sm Q) z O CO CO m� N ^ .4-4 Q y O < U U. N • 2 N N • • .-' N Z ..• W I!1 y J _ Sd 00 X -Of 0 O Z NO co H O u m • <m u Wo G Q „ N N W H n. 2 /� > j ¢ U . > N 01 0l O In V 0 m . • O CO 0 � 0 . N / N . Q. w QO CO �t 10 N fl1 (n O' < w ' n v cc CD ID OQ U' vv - N v N U ~ � OnZy �� x ... m < < O 10 `O 00 N O - 0 Z U Z Nm m 24. ~ • , N • V) 0 a • iam op •' ir _ • v • O¢ o OOW AA a p1 Q W 0 Ww N m w < N Z 0 m o ry a o 0 0 t� > �es'. J eq. G Li o Ia OJ vo N S¢ ■ a 0 4' 00 N ••• x Z U. .. uw <w 0 ¢! O 0 i- U J Q O OINK" 7 N 0 O J v O J E / j v • N X Z w io J « in N < O O 0 0N « < . Lt.,:-. co 11 2 0 WOJNU) O 0 1 1 v O ■ OJN(0 •0 n 0U • J i O Q '+ O Q ■ 110 WN1-2W O W a 1110 v m ~ (.7W 11 fall l 0 =m u O v N N H w 1-- m tl NU i� H • r > LL v F m • H cu 0 x In o O O (!J W v �•�1 N > u I Ik I a OZ �o � awl C0 CC z ¢ W 0 • x N ` m ¢ a 14/ v % RN o ° O w 0 t0 v `Ri 1 N = W x m 0 1 � �C � �' .. �' Q N w o 02 O • N Q ^ .o r m ti a Z 4 ' • I 0 J • �`� _ N >i 11 Z < J • en jJ ^ � ur o H O ¢ j U ¢ m ` �• .. a O (n W Z • Znnnnvn , Q x Z N a O Z 0 Wv N ` m . 2¢ O Q NNNN� ^ to I- d LL 3 c W 1- 00000v • ¢ ' W� m y00000� t t0 m • 0 � v Q CD CO 1,.000m00 1 f m m fntivo0••vv _ CO r•-(1x0 100 v minim <OQ 1 I , N �` 0 CO co ZZ O 1 N .�� J N QZ wm N 6G.G. met 000 0. 00 , d < V"" 89 nN10 mm - 4 0 vv i...1 1 1 I J NN N w n Q 1-0 N ti 22m O� mr[Or - �Q, m 00 urn 0 11,- n 00 1- • • t11- <N000••.•w o ►gym oJo T (A - WJ a x Li, N D a N al to O1 • m CO CO N 0 . ON O I tn WI W W II �� Y N I ON O J V a Q �0 to T v 0 i - r ¢ II II U H G m QW z y WJ _ (na Z O N Q (1) W to CDC C CD S .. SO W 1- O vy .' W 0 o m o^ o o (� Cr) a2 aN z in I\ i ce .ti Q'' N -• x a V) 1- O O W C i la_ 0 m > Z In 11.1 ' Z " 0 0 0 11) 0 Q U VC W (1 X m a j6 ..< (n W c- O OaO N i o zoz ► II a • U aON "' v J Y X tnmv 54... v a. cno a O O C xam . N . CO et, N O U OOW ^ W JJ00� •a G 0 000 J J a 4. .... wa 1.L. m� oO ° J O _ 3 aJL•+ Vi W UOWW 11 a D � O JN O O Vic¢ • n 0 J O aDo,zw p Q a Z W a 4 .I m 1- W I • l�Wil X U) (..D (J) N11�i1 ••.Il W m — CD 0.. O x N W 1-1 v II a Q W f- N U n•1 >• } LC. iiii .1\ O W U ° W a K aOZ CI. IL a N a W I- CO Q .t mQ a 0, • v � ❑ N v W LLI r te . J Z . V X m o� 02 O • 1- � - n N W z v 1- V' J QQ W \ N ~ 3 0¢ • 1 \ m S Q � z o v � "'i w z 1-1 m � _ ¢ O a z c c ° o c E E . ,1 E in m . � m O D cal W CO Q NNfn N ....... N .y s •r aa > Cu • z N O. 0 to 0 l Q Qh-1 `- vvv N Na - N NN 1 N a OON 1 1 W F- m o o_w Y a w Q If 1- a`- � I F• U 0 lt.. CO W 1.1.1.J _ J Oil . J 1 P'ii 111 k Y " '`it :+"�'I �1 t C ,.. , i ,, , ..„1 ,,, , , 1 „, ,, ,, ., ..r l c „. aF I �� t! I i� w . r ill ,t i � , ti� 1 ,„: „i Il ti$ Yi {t a�. r ',1°10,', k HIB -91 Summary Sheet ..digiiii COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 PLATE CONNECTED WOOD TRUSSES © Madison, Wisconsin 53719 (608) 833 -5900 It's the responsibilityof the installerlbuilder building contractor licensed contractor, truss industry , but must, due to the nature of responsibilities involved, be erectororerection contrrctod to property receive. unload. store. handle. install and presented as a guide for the use of a qualified building designer or installer. Thus, brace metal plate connected wood trusses toerotectlife and property. The i nstaller the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages must exercise the same high degree of safety awareness as with any other structural arising from the use, application or reliance on the recommendations and material. TPI does not intend these recommendations to be interpreted as superior information contained herein by building designers, installers, and others. Copyright to the project Architects or Engineer's design specification for handling, installing ® by Truss Plate Institute, Inc. All rights reserved. This document or any part and bracing wood trusses fora particular roof orfloor. These recommendations are thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading te personnel in the wood publisher. Printed in the United States of America. I it i i ,� I I ' I!7 " I# 7 4 f ; � °ti .1'. h I . J f ' t� w �� ,, I 1 f4 I d6} . 1 t I I '" ,. " 't.uk" I . � � t i ` { R. I � r i `t 1 t , .. �*'. r . e.. A ,l r ! fi {� 17� 6 { �I i a a { � c �' r� { ' ^ I f x S ti ts , 1 i :k I1 +4 1,� , t..( .1� ' § 333 ; ( ! ,,, f I ,1 1 1 j µl � k , i 44 I A I t ' i 4 ! ,. q d l � 7a r, ins TRUSS STORAGE N - - - - -- --- - - - 4,P 1*1 -`r �; ,,,,,,,,„ ,,, ,,9,4* „.„, , ' P 'c'' ' ' ' ''' ' ' ' ,I: . ." '.', 4 t ' ,f . fit ' ; t. l'{ I: r 111111111111 { y I.... - , _. -4 - - it?*- , „ \ I z r 1111c--- illi 8' -10' .. $' -10' �� .1' ' , i li ill , t 4 ,, t P I 3 9 f iI '1 ! 4 i r ill 4�" �.1 47� �- �� y+�i��� I ' � �f '�. 4" tl� � u. r i d r " "p 9 ' * . _ i I I ^ n' f f �a ��. ,•Mid �'1 �� �:�;t� ,{�fl� l,i ��� ,.i l � �, - ' : � I � ' � � ; I .r s r n to z. ; t (� l t { trod +rye 1 115; + 1 r, , tr ` I't " `,, .ii S ,tp. ,b' 14 1 i 4. ° ,ux. ..n . ,..1;;,....4,, ,...: ,.. 1,,, ;1 " 71 . %,,- t i " � A '.,''''' M' t r i i. i s a ,, .I I ,i ia,n l I1 1 , Ik 4 ° 1 I�,,,.°`,1 hi i l e S� r y n , 1 i. 4 , 1 . i i ,a ,,� � 1 1u -',i . 0 ,. 1 '' 1 Frame 1 iii a t -,- t , a Iii 1 ' f, , RtI • , - 1 ik;= ' '.'' " .m ill lf� ." ` ii QS Akig PO i. rt` " ",,!,,,7,!,,344,4°.,,`,,Y, It . , " „, , , , ..., : ;..„ 0 . , . . ` ic,i, 0„, , .. . :. ..,, so° , g. „ MECHANICAL or lei ' ' INSTALLATION S Tag Approximately App oximatety Ta \� �,\ so Une Ya truss Iength„, „ : Ya trues length Une .ate — Truss apane less than 30' ,� F � � Lifting devices should be connected to ',Iir Y . '.. ;, the truss top chord with a closed-loop Spreader Bar , p i ” 1 d i i � i ,: attachment utilizing materials such as Str Bader k/ ' \ I + slings, cables, nylon strapping, SpreaderBar gs, c s e 10' Toe In 7 � t �' `fo in etc, of sufficient strength to carry the f- -I - ^ €'! a +e . ° s ir ` ,,i ' -+ weight of the truss. Each truss should be 0� aM set In proper position per the building 1�1������/ �!/ �����/„/ �, ... designer's framing plan and held with _ ___ . . Approximately , w the lifting device until the ends of the 1,, Approximately _____4 7a to ruse ten truss are securely fastened and tempo- V3 to 34 truss length < Less` i n or equal 60' P' ' rary bracing is installed. Greater than 60' ______ 1 �i a Tag G 4;44 1 lil� . p i, it ` ' U ne T . t �'1 I� w Une Spreader Bar` "1 a€ ,,• Strongback/ 10' 10 �g SpreaderBar Toe In a I y a , ,Toe M i` At or above - a , ' •r /I�,�I i► s' .� Y 1 ,', mid- height I I �1 ;-. 1 1 - 1 2 . 71 I ` Approximately Approximately_ 14 to %truss len to Y.1 truss length Less than or equal ;to 60' Tag Tag - u e F Une Greater than 60' ' . ', r Si 1 t , t a( , 14 'I , .fir ( .- , x 4 a 'H 1 l'. `, ! i + �. h { j , 1 , 1 I f r'' rt 14 f ' ' l i 1 E ' IA GROUND BRACING:BUILDING INTERIOR 'GROUND BRACING: BUILDING EXTERIOR N' :] - � Y r } 3 ,, " GBD Top Chord Typical vertical End Wall ,°I C ; ' r .. L B - r - attachment Plan i S. r r r V �� � , .. it , e, , ,-„,,.'. - Biock - �' \�i Grou a .. ,a 1 � _si Ground Brace 4 X 19' V ! Q , t ,, ( / , Verticals GBy) `V �� 1 A �, QI!01NMd �'a0. j f ,, // Y i ; 1� 1 4 Id \ , '� , „r, e ''' - e ra . ° �'� �r ' /, ���,�����J � � \ � 1:;..6&,,,'''';'64 ' i yy s � ) � r � � i ,� � � �� � ' 5 r "y� r." � d r 1 �� /\ } nffvwF 3� 4 f S 1 r ::\ - / 1 ::;/' / ' `, \, \ \ ‘ ,\ • 1 1! 1, e R. , ' , , ''' , ,, '''' „, '', ' ,' ' ."Z 11 i 'i ''' 1 ill A I c ,,,,, Ground brace' ��� r, S "I tl 1 L t , „,,s, (L ad trw , Moral (LEG) ` c d Ground • + ' `` I I , f End braes (EE) Note 2nd '\ ' 1/4 ad N1t 1 a. r 5Y l /A Strut p� 1 Backup ,� � (� , � � �� A a 1 b.q� ' gro � � / I@ ' °al f< s '+ Wk / � ,y�Aoor Dr v.n / ' TyMcal n tle member with ,,7 '? ground Wks. mufipb horizo stake s (HT) 6 , � , ; ° r � _ T °a Frame 2 a € 1 , I , ` , !".1 I�"� to iJ# � r 4 �. v�' � ''.'".,11:::1,,r;,, kl s `�t Ntr ° 'm'.��k�' .4.,. dr ,, ,,r x > . k r , } y„ 3 y . f 1 Y i ' r 1 S r P 1 �� 1 p f �t ° � k!"4"' L, ° `k ':41 ' 9 .,a" � ll �1 k . rf 714 g ^+ , „ { a it b t1 ` I 'I P� I, I TOP CHORD � ,� i ��+ � ' " TOP CHORD DIAGONAL BRACE "(a r t , s. ' s 4, w ^ n f d " i � ` ' ' �, k : MINIMUM SPACIN LBRACE'SPACING(DB� r s r � �` r " � f r t R r a, • - r;,,;.;„"1:,, r r x, �r , •,, ° SPAN PITCH SPACING(LBS) (# trusses] t , a 1�� SP/DF SPFIHF „ �� t �, �� ►� € a6 9, ` ', over to 32' 4112 8' 20 15 a , f , " ; ' Over 32' - 48' 4/12 6' 10 7 tee t / 1 ri Over 48' - 60' 4/12 5' 6 4 ,.. 1 f ! f *` Over 60 See a registered professional engineer /4 - ' I « / / /� } ' DF - Douglas Flr -Larch SP PF - So Pine ,' . ' • HF - Hem Fir _ S - Spruce- -Fir % 13 ,° 1�, / i / _ w I yt'; vii 6 . ,. = , 1 Co ntnonuous Top Chord ALi l atera l braces ;, a ' ° r . „ � ' s L Brace — " ° i " % - ,, , lep ed at least 2 " Required � � � I f % trusses. I c / _ 10 or Greater i'� "� ;•,?: � x,�, a� , ' � / Attachment { I _ 1 / ' R e quired j iii ,. v T c) '*% i 1 � - � � — --�r 1 Y tit "4 is y �i j � p � iy S fI dl 1 / • ' ;''''''''' ' t' ';,/, ''''. :Mr,,. ' :, : ' 1 - ..:,:'"\—c e.:', '' ,,, . 1 ", . '",:' ''' ,•',',. ',, ' 9 I, °1tt' 4 ' " � i lu; t p aV ir 1 i , x{ � � 1� b 1 f 1 M1 b I F Top cfwrda that are laterally braced can buckle 4 b a , 6 . 1 ; �Il rl I � , ° I 1 11 I e °' tcgetherandcau ecollapseifthereisnodrapo- ?;. ", , , ,..:f ° j r ° 11 ':,., 1 u ` nal bracing. Diagonal bracing should be naded y x ? � '�1 `" il � �� � � to the underside of the top chord when purlms .'q 4 :4, z , l ° ,� 4 4, 1 1 CCC are attached to the topside of the top chord. , F,', n CC , PITCHED TRUSS , ii Y TOP CHORD MINIMUM TOP CHORD DIAGONALBRACE S? PITCH LATERAL BRACE SPACING (DBS) 4z, S 12 SPAN DIFFERENCE SPACING(LBS) #t • ,4 ,d 1� - - SP DF Liiat f;' ' Off sJ / ' U. to 28' 2.5 17 �� �0 ' � N Over 28' - 42' 3.0 �� Over 42' 60' 3.0 5 �. . � _ � ' \ ' ' / d / Over 60' See a registered professional engineer ,,,,,j' , ` , �N �' OF - Douglas F xW r r c ' :— r h t _ — - HF - Hem -Fir e 4 - # 1 _ _ A 7. " Y � Continuous Top Chord h '; I � "1 �' � � - _ ' �N N- . , �� , . .`,..i " ' Lateral Brace —� / 7 ' " °f — V V , �° Required 10 or Greater / � kl � N, - -v r, ; Z �1 :. x , . R Via. _ �\ '/ � � A :i,`4,=,;'. { Attachment / s E t � , ',1' l' �� .. - � " v A ) Required — 9 d \ r �f 7 , i& - — b Ip , i o ,,/ > "� v ' k 1 :1:;':::' k na b a` ! w lt j -- \ t , i , o. 6f � w fh v,v^` c ! 1 w i r 8 ` - JO 1 ° 'b 4o \ y '''' R3'� ft a ' � l r ,t / i s ' ' '4,1.;',"'n...',. � , ---.2: � d ° E i i ! • i' 4° (t Top cthorde that are laterally braced can buckle r. �,L..` k l , 6 7 p y ° f 1 `I f Q Q togetherandcausecollapseifihereisnodiago- 1 ' • '�+ r{ 1 1 1 .' , Gj nalbracing .Diagonalbracingldbe j < s ,' .., , I • i 1.,, l'{' r � ry to the underside of the top chord shou when pu s ° y x't x ° a 6 ° r ° 1 ° ' ^'' 1 ' are attache to the topside of the top chord. ' t , � n � w � 1 0 34 k l "r f y ° �x � 1 �� 4 k tkw 9� ' " y X 4 4 w;'f '„ 4 _,.° ; t44 si ' .a.$� I I ' a z I SCISSORS TRUSS d � x l m nr , • 1. , fi ;f . , ; , 4 ; - ; . i F 3 • _. .., � � _'.. � t. ki'l , .,"�1'dir .R'fbN- w«zz >.t�_ a ,,. ,, - 774. t z 1,4 or greater <zx i BOTTOM CHORD ►`, BOTTOM CHORD DIAGONAL BRACE row-0 MINIMUM LATERAL BRACE SPACING (OBE SPAN PITCH SPACING(LBS) t# trusses] 1,':' �' SP /DF SPF /HF 7 ♦ _ Up to 32' 2 15 ',I , �' / Over 32' - 48' 4/12 4/1 15' : gneL 15' 6' 15' registered professional e DF - Douglas Fir -Larch SP - Southern Pine �-�10 — Over 60' % --- \ HF - Hem -Fir SPF - Spruce - Pine -Fir , All lateral braces ' ` 40,10, �/�� lapped at least 2 �, � il �*, �;� '� � ! `trusses. F ri 1 i ^I �.' i r''r . i,. i '' rr x9 r �t 4 w d pF l k t r , '- r . . . rp , Y f Bt v 10 4 f { ? �: 7 yt 19.0 } x, n f ,. � n .. Y dp ,N I ; ( ° ,.,� 1 t 1 . a ��^, : R 1 , r 6 f N� ,, to F 1 F Bottom chord diagonal bracing r � ,� a � � � �� , , � � 1« at each end of the building and at same , - , R � � "' ' " � diagonal bracing. 1 1 ., ' '' It I : 1 1 / , iI spacing as top chord �� g g.� , a i „ I r� :�_ BOTTOM CHORD PLANE 1 z - ■ihi,.. *itt‘ 's o - Co ' V---IillitiL A i , = - =-- z _ Cross bracing repeated _ _ -- ► �� '� at each end of the � ' t. �� � / ` — - building and at 20' i' / _ - _\ .. � `; � ' I =' - ,, /� Intervals. kl "p t j z / / z p .► .: , F, ' 0 (' ' ' ., �, - P� e eeen a q, „, . �, i% 111 --------- 11 A - f / _ _ continuous 4. ( i 5 t -------- / / �,� lateral blr�ICirt`� '° ° , �—� / -a-__ as specified by the ' r " ' =45- r truss engineering. ; G ,�� A � . � x , � ') � i � , , ' 4 ' i I WEB MEMBER PLANE - i IV, s r H R 3M^ Frame 4 r ' ; c4.7 . l ■ , , , I N.14 i; , ; .r ; :''' 1 1 iti4gir:11 143 4: gii:1 / 4 , ' $. ' • • ' ' . --; TOP CHORD 2x4/2x6 PARALLEL Continuous ----„: k , :: r CH ORD T TOP CHORD DIAGONAL BRACE 1.,',.'i -H — ORD R USS . Top Chord ' ,.„ . Lateral Brace _ _ ___ „ ,, MINIMUM LATERAL BRACE SPACING (DB ''...:.4' .,.. . . ' Required SPAN DEPTH SPACING(LB) re trusses] Top chords that are laterally braced can buckle , N, S P / D F S P F / H F togetherand cause collapse If there is no diago- 10" or Greater Up to 32' 30" 8' 16 10 nal bracing. Diagonal bracing should be nailed • loth* underside of the top chord when purlins Over 32 - 48' 42 ' 6' 6 4 are attached to the topside of the top chord. -1 Over 48' -60' 48" 5' 4 2 ' -- , Over 60' See a registered professional engineer Attachment / II DF - Douglas Fir-Larcit.:SP,47 Southall Pine ' ''', . Required — . , HF - Hem-Fir SPF.-,'Spruce-Pine-Flr .' ', ': - 20yo . . '-' ,.-' ■'....' ," .„ .. , .-. , ' . , ■ ,.., ... ■ 1 , / / , ' ■ / ' , ,1 ■ 1 , ■ ../ ''' '' ' % , . ' ' , / ' , , , , lim,.....„ 1 30 - . " or ,,,, :::y, ,, , , 0 4,7•1 - -- -- - -- ..- ...-- . - . .- ... , . ., , ..._ ,-,/ . greater ' ''''' ''''''''' ''' _,- - - .ii,.• liii .--,/ -. - , ,._ _ ,,-- ' - ---. ---%",--- -% - , , At .., , l':*i ,',' - 11 ' -' , - - - -,.- I " ';'",■ / 4t : ' , '''' , , ' 1 ' ,, 1 , , Oi:' ''': ''. , ' i ' ... r' ', -,,,' 'i'' 4'1 '' $ $$'1$$''' $ . . $ - **;latik k I ' 0;iiiiiirA . :',1 , . $ ;', . $: : '$ X$$ $ "' z itc I — 1 . ' $$$$1 ' „1 PI i $ ' , ' ,•,•$:,,,• , • ,l,$.•$.(,, $$„' $ .,,• $ '„ $$$' ' ',$/$'1 . 111111111 , , , $., k t $$ f...i•p ' ' : i. " $ •$ .:' Al 1 VITO;F, '' r'' ' ' i lli i, l ' . ' '' ';'1; ' '1 '' ''''' ':': .1.1* ;'', ';;:', j 'i':;7,1' ,; 1 VI '4 1 11, -...ria , g.'' ' 04 !', 4; : i . ": , ', ''' ,,i.,"' ' i . .''''''. 1 y, ,,,„ 61:, i. : '; ■ .; ' ;, ;,,, 71 ,;14 ,:: r i: ,,,,,,:,,, i ' . f ,, ‘ , ,, ::;. k : ' ;t: ‘41 ,..1 , ,, , ,:Z 4 '4. i : r ; ', c; 'E',H ' i ,9 kt, , 11 I '''. ' , ' ' , ,-0',..,;4 .)' ii.J ' ''' .:2 $$$$ $ $I ' i4 , • $ .- $$ $•r•r - $ 1 ; ''' I 1 ' I ' ' '::' ''''' ' ''' I''''' '':';'' A r, , 7,.. , 4.,,, , r,,,,,,, , o , , , -1, , f ,,,, , .,„. , ,,,,, , , ,, :t ,,,!,4 ,,,, ,, - ,,,,,t,,, ;(,, 4 ,,, . ,'', r.,,,: A '' - ' 1.'", '..' ' ''.1' . '' 4 44' ?; $"$•• ‘,F1.7" ' ) • -- Aii . 41 C; t..,... i '',‘,,,,''' • N - , ;1 : ?;f1' Itg l.rit., I ,,..." '1 r i ;: , 4 , '?., 4',, ', ' 41. .,.A' , ,I '‘ k 11 Y Y , ', ' t:j . , diagonal brice; 01',":q":"„ .,-. 7, r,401, '',,,, 4 '.'`,.*, !","-L71.,.. .,..,:3,;'; '';;;'''..' 11 „ t' 4 : ','. I :4 :m. i 1 t.„;,-,14 -.; :• E n d ,, t , 1 trusses must stability and must be dup l'.' ' ''' for cantilevered 1 ; ;',...,'''; ,.. ':''.. p lagOnate are e .01 ,..., ,,,°„, b e i ",,":''',,. . .''';' r '''z z ''''' ; ,-4 1 Y . - 4 ",''il '' .'`'ed.'" 4 '...! ?SWIM placed on Sertkal i', - - ,.' ' . ' ' ', ' ::: ".: both ends of the truss system. ' r 445,11. webs in line With ,,..',' • - '., ,. ' . , '.,,, -,' : . x' it2; . ,,,,f, ,,, the support. , . . , . . . , ' - , - •.,', , ' I. . A 1 ' ' 1 0 A 1 I f .' . . 1 i . ■ :, , 1 ' , , ', / ' . ' ' 1 ! t : : , . . ,I „ ■ , . , I ,40i4;. ". . ' 1. 5 tr. -,, . i 't 4x2 PARALLEL CHORD TRUSS:TOP CHORD 1 AV Continuous Top Chord , . , ' , . . . Top chords that are laterally braoed can buckle , ' $ , 0 . W44 \ 4 0 4n Lateral Brace together and causecollapss Hthers isno diago- • Required nal bracing. Diagonal bracing should be nailed • • • , , ftis I t'. ° to the underside of the top chord when purling' , , , ' • ,• '',.• * ci‘S V 10" or Greater are attached to the topside or the top chord. ,-,, • $., '' $,' , . , '• ',', $ ' A _.' C b • ••• '. •P • $$$$$■ifi,$$$ - ', ;$ C L I : • , , Attachment • . . Required -- • ' ` , iS 7 , , - - 1.. 0- .. " 918 02. 4- t 31/2" . - .-----,- ...- 0 ,...... • • , „ ', ■ Ill . • - IP• / - - , fr. ..i, , 1.q ' ...>‹, Trusses must have lum- \,:',.:, : ber oriented in the hori- . ; : , . i ' „,, , . ' 1 , ' 1 ', ' . 2 ' ::,: .4: . ••' ,11 ' ,,,,-, " , "IPA ,„-r- tik,,, It 1. , , ii,,,k: `, ',i - '' : i ;..,... ' • :, i : , , . , ' ',:',,,°. .441' ' , t,t i''....." 1 :',,,' ;•i:!, ',.. i'...ti!!■ ';' , -, : .,' ,, , . '' '.: :'''. I i ;'":' '' 1."1' 4p , 0 !I' 'I: ' r i '',,,;"; ' . i'''4 • l''' 'It tip , „,,,,, ,,,... ,,,,. . , - .....„;,- -,,.,,..,:.,„. , , , , , , , • ,,,'..:,,:,,t „, , ',..,., ..:,.. , r „:, ., ,, , , ,, .,, „ „,...,‘ „ ., ,,, :-4,..., , , , ,, , i, ....:,,,o End dhigonals *re - ' '' ' ' ( ":4- -1',/, " 4-4'', ' ', '1 ''' '', ‘ c. ", stability and must be dup both ends of the truss system. ' . ' ::::',' ; '''' -:,... ,' :,,,:' : ":. '''....';:.'' !" ''' '. , ' I ' 1 ' , . t ■ ; ' ' ' ■ 1 • '' ' ' I I . ■ Frame 5 ...... . , • 12 . .01 TOP CHORD greater TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBs) SPAN PITCH SPACING(LBS) [# trusses] N , . ., 7r) SP/DF SPF/HF - '., '-..., ,, ' N N -.., ' N Up to 24' 3/12 8' 17 12 . ': ., ''' • ‘..... `.... N, -..„ •••.... Over 24' - 42' 3/12 7' 10 6 N N ‘ . • -, ,== , over 42' - 54' 3/12 6' 6 4 N N-, i N It, Over 54' See a registered professional engineer ' N.,N NN N N OF- Douglas Flr-Larcfli iSP - SoLiit(iill1"Pini '' ,OP ' N N N 'N ' N N -- .-0,. 'N .•.T.' . . , ' I''' ' 4' '''' '° ' 1 L ' BF- Hem-Fir * .:,, ,„.SPF Spruotpkie-Fir . . '. l'rl '• ** ''' '.• : ,Q @ ., ‘-, N / N, '' N ' ., 0 - -..„ 0„„....N ' ' N N N ',, • 1. t' ' ' ' 1,,,,,, t ,,, . , „et NN N . 4 ,„,„,••••■, 4 : ,,, : , ..- : N . N N - N ', ,.,.„ ',.' - ,,rf , ' All lateral braces ..,. x , ‘N, ,..1 , ,,,, N , N ,, ,: ,. l lapped at least 2 trusses. ,... , ..T , -,.. Diag • -; • r 04.. 7.,',1,,,...?.:,4. . -- , --,. , \ ,. „.,,, 'k,. ' , '--.:', I, ' ■ ' also:* -,•'- aft..arti' .4 ,11 t''' !i N ' ' ' N -' N ' N ir ' '''!'''■ '. ' '' ',A,' '4. , ' . - 4?''',.,0,.',,,,I.,,, .■1.,,iy,, 4 .41' 4 ''.' , '..41,0 N 6 „ N r " ' ' ■ . ertd,, 1 ' lef' ''''' , , ' 1 4„. , ,t s c-, N, '''.. ' , - N , ' N N, 0 , . '. N N. ( .,,, '' 1411 ; 1.11 ",„,14 . 4 ) ,'___.........01.11•111101.15 ' ' '' ''' '' ' iv - , Continuous Top Chord ; , . ' • .-.. ". 00 ,, it 1 ;.4 r ■ n 'rr,r. +1 4 , = \ -, - -0, +,, , ,4 “.4 . : ''-•' ' ' -, .'''''ff ' :11' - ::', ,- N Late ra Top chords - ,, , , ,I. , .. , , '' : .'" c ''''' , .;' , '• !. ' 7 '' 1 - 7. - .,,,„ .----' :, . 1 , ,:i.•, , ,' ,, ';,,4 .'''; ': ' : that are lateta Ity braced can buckle ,4 il i?;1`re, ; 7,:',' . , , , ., I , ,..;;:::: ,‘.', ,', !; 4: 9 . together and cause collapse if there isnodiago. , pt.:, ',,r,Ali, ; 1 ; ' ',: , '',,, 1,1;„„ „.. ''', 1 0" or Greater z. „.„--z : nal bracing. Diagonal bracing should be nailed ', s j'',1 , 7g. , ft'et°. ft , 1 , •.,,,,,' , .,,, 1 „ , ,4 N. ' 4 ; '1,,: ' '' 7, . ,!,(T 'Z,I, ''' „ ",...', '''' ";,,±,} ',. , : ' pti 1 ? 4 '; , - ' ',1'' ' ''' '' 1 ' '''''', '' ' 1 ' ' 14 ''' '" ' ' 1 ''1 ■;' '' .. 4 1 4 4 1 1 " t` ,' .,'. ,,.:',, ' Attachment / Required ---/ MONO TRUSS I , • - R ,,,., 4, :4 ', ,k,',,' 6 ,4 ',:, ','" -- N - - - , , . ■ , ...4 . , .. ■ ' ■ - - i • ' - 44.\'74-C 1 INSTALLATION TOLERANCES 1 o ,co BOW „ • 0 et') ; 6 4 3) 45 Length •*„ ,S. e 4 L(In) s _ -- .. ••• , ,.: , i .................. i ...... PLUMB Nl■ „. .,e• D(in) D/50 D(ft) . , ....... :: ............... . . . ............... , t Lesser of 12" 1/4" 1' ±1/1 L/200 or 2' — 24" 1/2 2' .., . 36" 3/4" 3' i * , ...• • 48" 1" 4' 60" 1-1/4" 5' 4 L(In) L(In) i •,:,•'; ,''. :,t', 72" 1-1/2" 6' 84" 1-3/4" 7' 1 ,..%!. „ 96" 2" .. 8' i.....• .. ......... Trues .. . 1 i,. 7.. 108" 2" 9' 1 ..... ... . . • Depth ••!, ', I` ......... ........ D 1 ...-,,.*., Leaser of •f ...-„ • , fa,„:, ,,' • ''''',.'' Lealler ,c)r ',,,:01. .. • ±1/4“ -... ,,10,,, ,, .. I i , L/200 or 2' .•;„ .,...., ' , .; ', ,•,- L(in) L/200 L(ft) L(in) L/200 L(ft) ...1:10'4-1 ' 1 Maximum - , ,1";: '.. ":.':',....•*'''',. ';''''=" ','• ' ' 50" 1/4" 4.2' 200" 1" 16.7' Misplacement -• '.•c ' --' ' : ' : --= -. • ' -*:,- . ,. „., . 114* , 100" 1/2" 8.3' 250" 1-1/4" 20.8' ., , Lin e ,, 150" 3/4" 12.5' 300" 1-1/2" 25.0' • OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. , . . . . . , ; .. Frame 6 , . . , , ... .• • c • CITY OF ATLANTIC BEACH, FLORIDA . A.sw•r•••,► I APPUC*TUON FOR BLlCTRICAL 1111RIRIT h TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.._ 0? 7 19.22 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK 04 ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF. AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS. CODES AND CITY OF ATLANTIC BEACH ORDINANCES. / 1 ELECTRICAL FIRM: ,'11 tIAETO{ LECTRICIAN SIGNA JOURNEYMAN NAME .. C yJj/i i 101ii. . /? P o � X...___ BLDG. SIZE. BETWEEN: RES. (/'• Art 1 1 COMM.( 1 PUBLIC,1 1 INOUS 1 4 NEw 1 1 OLD 14 maw. ( 4 ADDITION 1) TRAILER (1 TB•AP.1 1 SHINS 1 1. SO. PT SERVICE: NEW 1 1 SASE 1 1 AFFAIR FEE CONDUCTOR qua AMPS ooPPII 1 ALUM. t 1 f % ' ? . MT ! . 7 / ..-...4 a, OIEI Ei!. 71 :.__� FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN _TOTAL •••• 1 so.wo AMPS. SWITCHES INCANDESCENT 9 FLUORESCENT • M. V. FIXED IAN I APPLIANCES BELL TRANS,. T1IANSF. AIR H.P. RATING H.P. RATING • CONDITIONING COMP. MOTOR OTNER MOTORS AMPS IL HEAT: K•HEAT ♦i i MOTORS H.P. VOLTAGE PH'S 1110. • VOLTAGE PHS • 1 :3 /k1, l4 ° � _ A ,c?rrGZ0.0' , R P.e� tie N .. t''; ''''' CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT D TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 7 1,3 19 l 6 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. & ELECTRICAL FIRM: / MASTER LECTRICIAN JOURNEYMAN NAME . If 7 D/i l�L 7 ADDRESS: 5 7 / d G G /d' 6'RFD BOX BLDG. SIZE BETWEEN: RES. ( 4" APT. ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( 1 SQ. FT. SERVICE: NEW ( ) INCREASE ( 1 REPAIR l- FEE CONDUCTOR SIZE iiro- AMPS -4 COPPER ( ) ALUM. ( SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE 766 AMPS , l PH , W ,, 5( VOLT /f /G / RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 6.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. ` OVER APPLIANCES I BELL TRANSF. . • AIR H.R. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS //v 7 4 Z l a 1.„zeo H0,0 s- ' iV lv j e 7 111