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Plans 523 Pelican Key(vault) �v: J 7�, 0 A F F nvft�': t 4 J # N� C ELECTRI General,Note5 Contractew shall familiarize with t1w *W vw*cKisting site conditions. &wAnp od d cations. I General riotes apply to all drawings an spccifi We certify tothe best of our,k0owled9v and belief that the design of this Entire insWistion 4W be.performW in a fft-qlass worktrAn like mamer and "I requirements of project complies with the affbeable provisions and THIS DOCUMENT IS AN -Building Construction, Florida building conform*6 NEC and all loicalooda xed,onfift0w the Florida Agtfeasabtlity Code for INSTRUMENT OF SERVICE, code 2001 edition of the ADA Guidelines. New Fa' mily Room--- Addition AND IS THE PROPERTY OF inated with odwr The compkned "em shall be fid�opaudoW all work AM be coord T 2 The Contractor shall verify all dimensions and conditions in the field LAZO DESIGNS INC, ANY SE trades in Wder to avoid interferenCe. If dimensional error,Y&rilftcesi and/or conflicts exist,or conditions arc OR REPRODUCTIONS encountered that are not cw4eired in the 4rawings, the Contractor shall WITHOUT THE EXPRESS notify the Design Firm in writing before commencing that portion of the work Conduit *AH.bwe conceWW whem p"go-W for 'b"Oft eqx*V4 run in straight lines partW- WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES 3 The Contractor shall supervise and direct the work using his best skill and and or VAlperACWar to buildk*c.000 IS STRICTLY PROHIBITED. attention The Contractor shall be solely responsible for all construction tt "'or installation means,methods,techniques,sequences and Mrs. ,M a-r- v K.q.We Levre procedures. He or she shall also be responsible for coordinating all Conduits,iihstaW in areas w4edt,ta limichl i, 14MAW swbe rigid galvanized, or W7 C)COPYRIGHT 2002 portions of the work under the contract. intemlidi4ft metal type. h4inimuni 6OWilik ab*� skakUrr Vj� dilL ftA&.- 4 All work shall be executed in a neat workmanlike manner, which is 523 Pelican Key acceptable to the Owner. Receptac*Sr and $Wifthft"I be tjile as"W"I an the*wwWp and shall be CLIENT: Specifica*ton grade. 5 When work that is not spccifi�ally indicated is required to complete the project, a description shall b-submitted to the Design Firm in writing Atlaifttic Beach Florida. $-,IIAX-� during the bid phase, All such required work whether described or not -rr Minimuntbranch wire SiZe sk" be#12 AWG coWer ex*W for control and stgnal shall then be provided using the best materials and workmanship at no 0-e-f" circuits, immijition(nfterior) shall be the type THM or THW iiws- #12 through' additional cost to the Owner. #6sizes*4 through500 KCMIL sW be type THM or THW lit the contractors Ik t The w arrantles and guarantees provided in the construction docurnents option. kll WiM Of Cobife in5t&IW aderior 0tftLbUflft& "A be type THW or F-L4 shall be in addition to any w-rrant, shall guaranty or remedy required by la%v or by the construction documents. THWN 84 the contractors optim 7 'nlcss specifically noted, the Contractor shall provide and pay for it:l 04 trallik labor,materials, equipment,construction machinery, transportation, and Minimun%outiall boxes be anklihi odwwift spedfied. ecessary for executiun and compictiun ot ,)!.her facilities or services n h t e �%ork Groundine "I coaWly with r—uh on-oll-�o(r"inspecdw sUftrdy. A groiitid wim �N Accessibil:t) shall be provided in dccordance with Chapter 11 o-'- shall run WM vAwy circtlik 4o im%ft fcao", *w PROJECT: 200 1 Florida buiding code An access:b1c route oftravel shall be proviacd to all portions ofthe All materijkls,und oW be new wW bear**'v4khel wd be of idw,xWoPillite nemA bL;dding and Detween the building and Cric pub'ic($cc chapter I,F! B1 2 standard. Coltrisctom 1W inckl4a an item req*W to complete the work. Cqhtmctor",obtaia OW pay ati"' its ow te"Ovit inspection fm. 0 The C'entractor wid his subcontractors Acknowledge tl7icY r`2v 1114 any worK Index of" Drawinnr-z pia,ns.spect"cations and visited the site prior to b,iddi.n.and stil-M Install all,40xiliary vjppM SW as re1:*",f9r tM suppoft offw' w Conduit, fixture Wind Load N*12*; Cover Sh et...... Site Plan, Locator Map, Wind Zone Map, i T�,.c Contractor ag-rces to supervise and perform the work in acccrclanze Ai SupmW shaft be fforn ith good corusirction practices and st&rida;ds and shall not proceed devices "uiptnWK g1C. All x1pporting S"O�AW item abow Codes: Florida Budding Code 2001 and ASCE-7-98 Wind Load Notes, General Notes, perform wvrk in a manner contrary to the contract documents or ute building sftwuise men6m 0*. provide 0 lab*'Ibuall p"boards, for Owmers directives Applicable Codes, Electrical Notes. fighting 0. 8wer, %ofty SV4itc1Mtj=switdbK A other conw;devim. Basic VVInd Speed: 120 mph -4 he Contractor shall at all tures adequately staffthe;ob with s' workman, iab*rcrs and the proper equipment 10 Complete their Wo:1L Wind linportanto Factor: 1 1.0 Building Category: 11 CONSULTING ENGINEER: required for completion Of the work. Elevations, Roof Plan (Framing), 3 The Contrainor sha'! be resporsible for obtairdri;and paying f.-r all per, A ....... ....... Floor PlanFoundation Plan, Exterior inspection fees,impact fees(down stream plollution fees). and testing W. nd Exposure: C Enclosure: Pwftfty inclosed Building Lee Jae Engineering, Inc. 4t-rhe Contractor AwTiants that all mate"s supplied'or Typical Wall Section, Gable End Detail, UW433 otherwise specified and all work shall 0381 Cypress Lake Dr. e;uipment,supplied be new Internal Preasiw*Co011oWnt GCpi al +,65 or -.55 be standard quality, free from fault VW defects,in keepin&with m&n.:!acvirtrs Overftame Detail, Foundation Detail, Jacksonville, Florida. specifications Wind Pftssure 46 WindOWSMoors; 32256 Nailing Patterns, Header Span Table, :5 The Cont.aclor and subcontractors shall be reponsible to keep'he job site End Zoro*W-0" P.E. 31276 free of accurrivalled waste by using the Contractors supplied durripstor on a�,A� Slab Details. 8 Phone, (904) 519-1934 Z2ne WM arep(oft WN 108400 .6 The Contractor agrees that all work materials and or cq,;.,pmcnt sna. Positive Suction constructed or installed in conformity with all rnanLfact-rers I nterior 10 +41.0 -43.6 10 spcC�fic&*ions and recommendations',cornp!ying v,-.tn' ali ft Jc'a' s*-X�-- cQdcs and ordmaces. )7 The Contractor to to g ven zg� *41.0 K%, ordering any materials even if the Design Firm or Owner has7 approved sho, 20 +30.5 -4r8,8 If there is any discrepancy in the measurements, it shall be the responsib,,"Uy +371 -45.1 50 ntr&ctor to notify the Design Firm, 100 +36.3 -42.2 of the Co 8 The Contractor agrees that all time limits in this Contract are of the -j C�F essence 49 The Contractor agrees to promptly make good, without cost to :�c ",,-Per any and all defects due to workmanship and/or materials whiCn, 16 LAZO may appear within a period otoftq<l)year from the date of 9.40 d acoptance of the project by the Ovre,, or substantial completion an DESIGNS INC. biish for such period ofiime as the Contract documents may esta pf provided that it is not less than one(1)year. X 420 S. 3 RD. STREET t as additional condition precedent to '"is 4 20 The Contractor agrees this an receipt of final payment, he shall deliver to the Owner any and JACKSONVILLE guarantees as required by the contract documents. BEACH. APPROV19D 1111 OS s that apply tQ CITY Of ARANT16-BEACH 21 The Contractor agrees to CMPIY wl Y RA regulation StfiLDING 011710E FLORIDA 322-550 d�Ihe*peration of their equipment and toois Florift 8"' ng CO& 201 C the safery of their men an The Contractor agrees all employea OWI be required to dress proper'� in TEL(904)"2-7291 FWd& Fire Prev eatkin CO& 2001 along with wearing proper work boo*, had hats and all other Dudle n NOV 13..so IazodesIgnsCqa"xm MIT biUty W'RuildliM s R safety equipment required by OSHX > FlorWa Accessi :Code fo "k,,Levvis 31 0 22 The Contractor shall not violate any Provision of the Occupationki Safer� Comotraction ( chapter 11 Fhwida B"ftg CWe 200 1) and Health Act of 19?0(OSHA)including all regulations adop L teJ by:ts SHEET CONTENT: enforcement by the United States Department of Labor pertai n ng to zhc NatiONAN10Ctrical Code 2"2 Edition construction industry F16" 0"WIC C(Xle 21", . / S 140fla M I AN I CQ& 2001 0 ZC t-)e WLA fo do 10 AW LC r C e--=4C.A L 0 C TIS X; S Acrpt-�--�� X 63 71% NOV 1 2004 W Lot St C) Ln FINAL REVISION RELEASE DATE CE 314 d14" PR t I A 4 20"y&J`VO!.I%#"', f ow N,%\VTEQ Steve Lazo 3 Steve Lazo 4 T- N OC an --n-t-s- Sit Plan 1 =20'-O Wihd Zoj'411.1-Man a. -7971 Cover Sheet R! 01� 10 109 -1 �1­i' "I, I 1,�',I _��-=IWLIL,_.�, I I I­I I� ­ 1,1 1 i 0,0 m,,,O"'it ro,,, ,. - � I -__ 11 7-,1-11, �,� I . - I I .I I - _,I-" � ) - � - , � � - ",_��, It,. 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I - I ,, ­ I , 111111 11 .", � 1 . ­ � I � ­ -1 I ._� i CH I L ,5',,� _�, -� 1-40. w x � I I I I , 4 lrz.,)-��,ii�(,O ti 0,C. I \- 2x6 SVP N40ii COLILAR 711E§ w � ,- � - I 11 I -, ,1,11 I . � " 8 A as'..-TTZ,uss - . � � 7 _, 2 2x1O SYP NO.'? w/ 1�2" PLY FLIT 6#-O" 2 4 _�_ I I i� ij ,� � , 4 - . . "i I - I . - �­ 11 ­ ­--, ­' - I . z % i I I I 11- I .'' I I - . �,I I ': �; ; . �,� - , , _�­,. _ � I ? - z � - ' (2 2x1O SYP NO.2 w - 'PLY FLITCH 70-0" 4 THIS DOCUMENT IS AN in I I , il, )!� ,� � f � I � � I � � 8-12d 14A&S EACH M. .... -1 I . . ­ � -r_') W,AT,tA,4 � 1/2 2 � I Ii,,Z I � , t '*' �ii,_�-� . 1, �_ ,-, " , , 1)� :.,> I I-r,21-1 t_q r;w-T, I SEE ROW FRM#WG'PLAN ,� . . I � I ; � � 11 'L,' � I I I : ) - 11� , . � ' I:,111�_,,�I � I �,) , " ), ",'�i -,- �I 11* i,- "I I I kbX' COLLAR X TO-K LOCATE6) I . - A . I I N STR U MENT OF SER VICE. "',_1,, __*_ #0 H"R NAN 2/3-TkE TOTAL �-f NOTE: SAWCUT CONCRETE SLAB WITHIN AND IS THE PROPERTY OF , - . � �Iv i 14 U NOWT OF THE RAFTER I � , , �', �� - I � I 1,�T A , I I � . - I- "N 11 11�I I I . 1 - - . ft kf_�--_ RAFTER . ii � I � . . � ." I I � I .1 CRETE P! ACEME LAZO DESIGNS INC. ANYU ­-11- tz---3c) I iI.k4,,_iLA11c*4 "I -, - '2-s Kico s--�e�40 s 'BEAMC, � I . .. .1, � . _­ 1, 0 DAR-ERAMING. RAFMR : i 1, I OR REPRODUCTIONS ��1�1: _ - � . . I , WITHOUTTHE EXPRESS -, n:, - I/ #j C:;.��,_O,1�!�, I 1-11-11 I——- ,.! ­ ,5 rii�(a Lt,"12. 0.G.. I � - �� �1 I �":: � � . . _____ - SLAB, WRITTEN PERMISSION OF THE -11 ­ ) --- I ,/�A DETAIL SAWCUT . TYPICAL 1�1.I it 7:1 r.4 I - i I I ­11� , I . aw�,#=4114*00M 40 W&C . I - , � 1� ABOVE MENTIONED PARTIES ,- . ftax wt=.-:ww*0 � " ALE. m TS * t . I I �- , riiii,ii, .e.C� � I ,1 I I �, i -TL I 3"040"'40 . ,.t `ti4ty . EXISTING 8" STEM WALL, I IS STRICTLY PROHIBITED. I,�,I I K__ .- C.0ailt-JA �6­ijc.00 4" m 2*4-KOCK &*-&*AM ""Oom 4w 1 1 1 ! � ­ I I i , � "---,," � LA^TiA mCN-1 az>*Ffk_,r w lkm"\"� 4,;2.0 ww" � ­ 0 � I SEE FOUNDATION PLAN I� "-. EXAMPLE OF UNSUPPORTED (UNBLOCKED) � I I .. -, I -&d"A" ," *411011i.101; .1 - SVP . POUNDARY OF - /. PANEL EDGE. UNSUPPORTED PANEL EDGE IS pa P= I L� 1, -P*I* I 0*-O"AME W/ 2'xG - , -1 , - - � e ski WLS 1. SHEARWALL )OR C)COPYRIGHT'2002 , . - � N41, � � __ 1_ - N.0 21,RAFTERS 0 24" OC, \ � I I 91 i ­­_ . . I I. a I 11 -11 I � ,!, j � � TYPICAL CONDITION UNLESS BLOCKING IS REQ'D I I � � I ,,I , I I Aff'!�� �00F SHEATHING \ - I , I ,� - -, I I : I � %4 1 � -5;E-47iEciii, , I v,zoLco ,,, , W/ :2x$ S'YP Mb.2 COLLAR I I IF I � �, . .,:� 0 V I.c ; �� I ,I , �� � I x.pt TW_S� W/ Spc*-12d COMMON I , - \ BY SCHEDULE OR NOTES, I �� a ROOF SMEA " I ;k ; ��t- ­---f2>e,(, -:7-47f-_ ��'0,'17, -:7_rl') ;vl' 6-%U(2 ES) I- I *. 11 I I I 1 *�4600 4* .I = . . � \11 . I . / . . f w . . .. . I , v 11 I I �� 1 1 1. .1 %AILU.$ EAC14 1340 0 24- QC � ��­ I I , � - � � I-- -_ .. � I '1� CA 00.fm I I , - �,''�, . I I '," =M10i , I­, . I I , , ��: '_ � ,""11 � I � . 1, - � : ­­� To"%" To ,,, I L I 1, � I- J� V � - &ac",C�-, I . I ��_ � " I I ROW I 106 .2'agr SYP N%2 LEDGER.— 1 7 1 . 11.1, . 111� . . CLIENT: I w- ,� 1.��,�', i � I- � 115POW.,�!:V4 � At=vz .. ,x 00; W= w '­ I � < I . . . I-.;1� , 1��' - '4 I COMM011111'1*0"� I I I FASIW4 LMQ* TO ROOF"' . - MIN LAfp . I. � 1,�,,,1,�,,',, I I ,,, I--- , , � .%I I ,t! * Am v 0C rea , - 24 1 �� , * � ,,, . .111, I sww "I �,, '*,0 vw * r�,at I vq4t.0-PLYWOM BECK W/i . . . . � �, , � il , I / . .. -.. ) - , %Mr.,vi - , somm '', �. . 10,W Gm ,,, 1 �1(:_7-,- ,t,.4,_-.Lz_-; ��,,-r-,- �� I � " I 11�, . I ---.--7/j6�,�n.��4 � '� �. ' � _ A W/ CONTINUt ous � I ti� ..�_7-. �V,ALL -i �ATUi"C. we"QiIi- I 1.1� 1, 00 INA"F" 1 2-#1i 1 � CDX PLYWOOD,- - .. . . I : 1. . I .. 11m, 111�i_i, '(10 11'11i� I F I- "T-T I : i I I "I � - III"w"" I .11 SCFi W/IP DIA. � . 11 - I/--m-01 lw�A'i 7'e N ti S-6 (;W 0 A:' 4+%140-C- �� � , Xrs � OOTING RE11NFORCING --, f I . .. . I . I . �_c � I.- t 1 "4 1- - ";;� 16 4w OC . AT I!AOK C)"04C - � I . 11--r . 1; I I z� � . . . ­ - I. i--*% - I . . . . - 'L, -e ­­ . I I - - j"y&SECTw­, � . . .. I . ,7;f, � _60 ,�.�-`0.:�- T:�-..GLO . I Pi ;�.11 A- lil f - . . . . . . . . . .. . . . .. . EXAMPLE OF PAMEL ." re-' jgf*t:,jt,, i,�Z� t) , . .. . . I I -- - ,-, I,,� ' _-��LX I -- I I I I "WAM 1,r � . . .. EDGE W/ BLCCKING - ; t �,---,,jLA 14 . 1 1 , I I - N � - , , ( . I f""ST11.6i 4. � I . I.. qwqsON 00 . . I I . . . - N 1 1 - - eo:�Q_l A-#- V60 Mo, - or L � ,� . 11 I � I I I r i ­ � -i I I I -T -7-tc . ) I I -Id"t*A&$0 C'SI.C.. - .. 4 i 1,4 II4 - P,tV-��, . 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