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Selva Lakes Circle 527 - 531 1606.1.4 Protection of openings. In windborne debris regions,exterior glazing that receives positive pressure in AL NOTES the lotiser 60 feet (18.3 m) in buildings shall be assumed Wind Load Notes- E30UNDARY OF ROOF ELECTRIC -- co be openings unless such glazing is impact resistant or SHEATHING OR FLOOR protected with an impact resistant covering meeting the Codes: Florida Building Code 2001 and ASCE-7-98 DECKING �\ requirements of SSTD .12, ASTM E 1886 and ASTM E Contractor shall familiarize with the drawings and shai: verify existing site conditions 1996, or Miami-Dade PA 201, 202 and 203 referenced � / therein as follows: - 13zsiC Wind Spend: 120 mph PLYWOOD \�� EXAMPLE OF Glazed openings located within 30 feet (9.1 m) of �' / PANEL EDGE Entire installation shall be performed in a first-class workman like manner and shall l w/ ©LOCKING grade shall meet the requirements of the Large Wind Importance Factor. 11.0 BUilc�(ng Category11 / WNERE REQUIRED conform to NEC and all local codes and ordinances. :�!/ Missile Test. ,= BY SCHEDULE 2 Glazed openings located more than 30 feet (9.1 m) Wind Exposure: C . . . . OR NOTES The completed system shall be fuay operational all work shall be coordinated with other above grade shall meet the provisions of the Small NAIL SPACING AT THIS DOCUMENT is AN SUPPORTED EDGES, trades in order to avoid interference. Missile Test. EnCIOSUre: Partially Enclosed Building .t:t,� INSTRUMENT OF SERVICE, 3 Storage sheds that are not designed for human habi AND iS THE PROPERTY OF Conduit shall be concealed where possible, where exposed, run in straight lines parallel tation and that have a floor area of 720 square feet or \ LAZO DESIGNS INC. ANY USE and I or perpendicular to building construction. less are not required to comply with the mandatory Internal Pressure Coefficient GCpi = +.55 Or -.55 EXAMPLE OF UNSUPPORTED OR REPRODUCTIONS -. ; Aindborne debris impact standards of this Code. (UNBLOCKED) PANEL EDGE. WITHOUT THE EXPRESS Conduits installed in areas sub;:ct to mechanical damage shall be rigid galvanized, or Wind Pressure to WindowslDoora: UNSUPPORTED PANEL EDGE intermidiate metal type. Min�,num conduit size, shall bel/T' din. trade Exception: Wood structural panels with amini- End Zone - 6'-0" IS TYPICAL CONDITION WRITTEN PERMISSION OF THE mum thickness of 7/16 inch (11.1 mm) and maxi- UNLESS BLOCKING IS ABOVE MENTIONED PARTIES Receptacles and switches shall be the type as shown on the drawings and shall be tnum panel span of 8 feet (2438 mm) shall be Zone Effective yyind aared(Sfl Wind loads sf REO'D BY SCHEDULE iS STRICTLY PROHIBITED. permitted for opening protection in one- and OR NOTES R-STUDS. ROOFspecification grade two-story buildings. Panels shall be precut toQ COPYRIGHT 2002 POSItivQ Suction NAILING TO TRUSSES, OR coscr the glazed openings with attachment hard- interior 10 Minimum branch wire size shall be #12 AWG copper except for control and signal ware provided:Attachments shall be designed to . -43.R 1NTERIv1EDIATE FLOOR JOISTS circuits, insulation(interior) shall be the type THHN or THW sizes #12 through resist the components and cladding loads deter- 20 +39.55 -42.2 O.C. IS i :6 sizes 04 through500 KCTHWIL shall be type THH.N or THW at the contractors mined in accordance with Table 1606.2B. 50 +37,7 .E,O 4 ; MAX.MLION CLIENT: option All wire or cable installed exterior of the building, shall be type THW or Attachment 1n accordance with Table 1606.1.4 is 100 +36.3 -36.9 End zany: 10 +41.0 _51 g. NAILING PATTERN FOR- SHEATHING Rigby THWN at the contractors option permitted for buildings with mean roof height of zD +30.5 X8.8 C)N ROOF AND FLOOR Dougan ells R1 b 33 feet (10 m) or less where wind speeds do not Minimum outlet boxes shall be #-3 trade, unless otherwise specified. exceed 130 mph (58 m/s). 5o -4.37.7 -45.1 5_7 e �'a Lakes Circle . 100 +36.3 -42.2 Grounding shall comply with requirements of local inspection authority. A ground wire TABLE 1606.1.4A r- shall run with every circuit, do not-use conduit for grounding system. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE �'1P149- - 94L*LC5,_� FOR WOOD STRUCTURAL PANELS _ - AI1 materials used shall be new and bear the uA label and be of the appropiate nemsFASTENER FASTENER SPACING(In.) 1'T standard Contractors shall include all miscellaneous items required to complete the I t,2 Gt�}C TYPE ��•u0.1 work Contractor shall obtain and pay for all permits and required inspection fees Panel Span 5 2 tt 2 ft<Panel Span 4 tt<Panel Span 6 tt<Panel Span ��� lu� tt ; � � u ••r1�1 HEADER SPAN TABLE AND STUD S <4 ft <6 ft <8 tt +' I'• Install all auxiliary supporting steel as required for the suppor of new conduit, fixture 1 i I �K to 0GMM A' PROJECT: devices a ui�tment etc All su ortin steel for items abovA a suspended shall be from = t'' "`X,sc"".3 16 16 11 9 i t t HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL q r PP g E2-a�p :# ;� ,r I t i ( .3 u ,- i/2 r6 1�'o<;d Scre"s3 16 16 16 1? s , ' ' !! building structure members only. Provide ident'r--:':oa labcl< ,zr all panel boards, for n k MAX OPENING STUDS HT STUDS Room addition & 6 a � !i.�,�La`'a Ylc r.1 � � j j �= i 2 x�2 (.L4��" ,� ..4 C�,� lighting R power, safety switches,time switches, cX other control deices n�ac ttcaCed Nailsj 12 ►► I t , " -�?xl O SYP NO.2 3'-0" 1 - 2x4 2- 2a4 Remodeling 2;2x10 SYP NO.2 5'-0" 2- 2x4 2- 2x4 `i :r h=_5 l mm 1 fLkzr305 mm I X40 f�1Gl. t-11 {2)2x10 SYP NO.2 G'-0" 2- 2x4- 3- 2x4 1 tat:.-,s based on a maximum wind speed of 130 mph(53 m/s)and mean roof height of 33 feet(10 m)or less. is M SPH 4 I IDI)� N T S: Fas;cecrs shall tic roswicd a1 opposing ends e(the"oat structural panct 2-2'--+S�fP FJD.Z 1) CONNECTORS ARE SIMPSON STRONG TiE OR EQUIVALENT. i 'Xnet,sacks arc atta.hed to masonry or masonrylstucco,they shall be attached using vibration-resistant anchors having a minimum withdra"al capa;- f 3- 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: \a,a,Hall!K 1(41 common or I:d box double •headed nails �•�� (C �-C•L/u�� INw „nl 'LA)At.L H2.5 10-8d HTT (6 5/,,"0x12" ANCHOR BOLT AND 00. i5-14C-A 'N+106- 1 a-16d CONSULTING SPH4 10-8d ENGINEER: Jae Y. Lee, P.E. 3D FMSTA24 18-tOd Consulting Structural Fax �N�,� T� Engineer y�G.U) R•' ` -� jwjj1''LATH MATCH 13015.Yellow Star Lane, S•�ocGo , �X1.�t-l�.s� Jacksonville, FIa.32224 Phone: (904) 992-9391 (-�•51M�►�1 Gs leo F.L. # 31276 �xcsn�� tivAl.l. 0000 r ■°°° LAZO DESIGNS INC. 420 S. 3 RD. STREET - JACKSONVILLE f 11EACI1, i --- FLORIDA 32250 1. IMI�a►� NG*A 10 I TEL(90.3)992.7281 l- t► r�. I t Iazodesigns(T aol.com _I tt`�'- --_ -- -- -- --- --WI __ SHEET CONTENT: F-trw It Ter-►cv` r-s.%r.2 n-ngo Elevations � . _--_--- - - --- -------�- - - -- �--_.. _ _ ; adirle � � N�c.tt��T�� Nnl'g span Wind load notes Electrical notes 1 FLstMpS c5 Ite �f' �� �` I ��' �"`- ��._ Wind borne notes V 02 1 fly 10 To �lST1 Nom• � •� - I _ Six :-1 4cj x l�• i I1 ---*-- GUT� tRl✓1''t/ti-� FINAL REVISION i RELEASE DATE GO. Cjsx5p ' UJ ey-KenHra ws"N-/ A.C)P-noN• {Jrvv Apt�t-j-lai-J ,A,�,� p�Q SL. I P F--,, R t L" VAT I • _ A-2 mss•• ...." �0 '''tt,'O�AL. �N UPLIFT CONNECTCR AT 3/4 " DEEP SAWCUT w/ SLAB ON , tj f TOP AND BOTTOM CF ELASTOMERIC SEALANT SEE PLAN & EACH STUD SEE SCHEDULE 5 �c --- c ' ° 3 x t4 N QE. OF FULL �. j►J l N( 5dX 50 SJ K 5 111 � H CHTISTUDS i EI E H O'DE OF x—„ A — -- - 0 _N 4. SEE HI � THIS DOCUMENT IS AN �� 1+ INSTRUMENT OF SERVICE, / P' N OR SCHEDULE /1 N( -� HEACER, SEE SCr+EcuL �A�GIA� � VSu I AND IS THE PROPERTY OF AND PLANS � NOTE: SAWCUT CONCRETE SLAB `"lITHIN _ _t 1­1 _ _...,. ¢ - X11.-t. ' I LAZO DESIGNS INC. ANY USE 4 TO 12 HOURS OF CONCRETE PLACEMENT I t ►r M j OR REPRODUCTIONS HEADER STRAPS. -/ I a X CC�1G. . '-�J i i r _ I WITHOUT THE EXPRESS SEE UPLIFT SCHEDULE I LO W it Gx(, L0 I,�,X W ( 4„ y�/.r.1� f I t �o - SAWCUT SLAB TYPICAL x�b j WRITTEN PERMISSION OF THE - -RGUCH OPEN!r,G I f # � Co MIL. VAj''�? P�A�'-�=iG� I, I ABOVE ;�1ENTIONED PARTIES SEE.aRCH = s ? IS STRICTLY PROHIBITED. 4 / CL,PS OR cR PaLE I 4 f , ' tri N !i �� N cO COPYRIGHT 2002 HOLDDOATN AT S.�LS , I! FOUNDATION I j SEE SCHEDULE + I a u� e v I t I I I z4 G. ` ` x s CLIENT: I _ ! Doug and Celia Rigby FRAMING AND STRAPPING AT 5..7 Selva Lakes Circle 1 TYPICAL EXTERIOR WALL OPENING �-- ► µ1 3 _ TI ExtSTING 8" STEM WALL,Ott_ � 000 LITiAtC. FOOTER I � d1 SEE tj FOUNDATION PLAN r T s Tl -C,G rU - = UPLi�- T CONNEC-IOfZ SCHEDULEt 2 roNTlNve QCW tt'AUt� ' 24" MIN LAP �r't.I tib I.1 G �GTC{"z. H r t,J 7 N ScM x SRI A A 4 • W/ CONTINUOUS , P2�V� t �._!t � Lis ,� PROJECT. Ay ©r:� tZ =;Ivy FOOTING REINFORCING 1 w © Room additon & �Tc,� ��t�HTs � Dal TOP PLATE sTVOs (1)sPH4 ® ts" cc ��p��.-� , Remodeling Clow TI NUE -its wnu- Or 12\<itZ 4Y� 9 L � I t�C 1�T�S 5t soN � STUDS BOTTOM SILL PLATE (1)SPH4 ® 16" cc �N� M 'T'��1tU$�N a4 .G, r. 2. l� I BOTTOM SILL PLATE FOUNDATION /z"C x 10" ANCHOR BOLT w,% ��• H TT >r 2 X2"x,/e.. PLATE WASHER wtNoaw dpe>�1w�+ `fb nAA;z� 0 24" OC EXISTING FOOTING 12' x20 MONOLITHIC FOOTING 10 P4_1& �i "[b fXIS n06* HEADER TO 3'-0` JACK STUDS (i)MSTA24 EACH SIDE AND STEMWALL SEE FOUNDATION PLAN 10 L.W N&P .DOM WALAo , HEADER 3'-0" TO 6'-0" JACK STUDS (2)I.ISTA24 EACH SIDE DRILL 6" . & EPDXY 2 PCS #5 x 2'-6" I HEADER 6'-0" TO 9'-0" JACK STUDS (3)MSTA24 EACH SIDE 1 LONG INTO EXISTING FOOTING x w NEW FOOTING INTERSECTION W EXISTING �'•wr�•TtN� �L.UEL' iilt�`f't ' CONSULTING ENGINEER: `�, Il Jae Y. Lee P.E. SHEARWALL SPEGIFICATi0N5 � t` Consulting Structural SW-1 INSTALL �'2`` '}f; PLYWOOD SHEARWALL SHEATHING OVER 2"x4" �. ..,, Engineer SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® Q" o.c. ! ! r \. �' I'' t t 13015 Yellow-Star Lane, EDGES AND ';o' o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL ( rrLu�v 14� acksonville Fla.32224 HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTTtG AT EACH I } Phone: (904) 992-9391 END OF SHEARWALL SEGMENT. FASTEN THE HTTIG WITH 5/8 ", x12„ ( I ANCHOR BOLT WITH I6-16d COMMON WIRE NAILS. �-(�r c. -t„A i F.L. # 3127 6 HOOO 1�1�'1 Cr1I' - — ■❑❑O /j I DESIGNS INC. ; rr"' t�, F -120 S. 3 RD. S1'Rl?F'I' ,1:1('.IrSON�'ILLI-: i W � ill l�w t3 �--:- �'I"�'t 4• � Ito I-I.ORID:� 32250 �yti ' .`j t�'G:'.7 ►K-. �= � i1�;, i til f, TEL(94-t)U`�_'•72K1 l Ili ,{ -^.i'"✓ ., q 1 V Inzxicsl�ns(�='aul.m�u OL • `'� I. c :l t­1 �J �trA s' '~-_ I� ?���� ;-;G�i�!tT1-t►G ��-� �v�2�5cc:�tT. SHEET CONTENT: ZP V � 24 I"14 `�:� I l �t.L Floor plan "' `�' Y�`�� V - _ Foundation plan p C,W.IJ, �� ,) + J QA's- ur $dcwN� 4ao,G I l Roof framing plan 10110-c- Typical wall section I Section/detail • r METAL LA-M4 oN I I> la0 ,yl/A�i3 alb 'hV W1 Sheanvall spec's • Typical exterior �/ ? t✓G..z' W UJ 1' CoCr>>cCp W t 14 k w 14 o t,�e>�. yp ' c" M it. V��i_ k_6AP_ Cr- o N I _► openings 5 Tv�o .o��.SI X01 N�► I GcaM - ` t_1.. • N � -,1>4 S`(F !.JQ, ;,.,, _ - e � j� � � Td petATct-�. �x15Tt►U� �' Footer detail Sawcut slab detail --_-_-. •// / /��I ^'J f � 1/] J� /S /^may A .t CC?.`01��L W 09 �� �l I'}jay/ ��/ )/I (}{• _ .... VYY'�NL/ �//l�• 117 J .,yJ I • _•• 1 �..t FINAL REVISION r-= GYE�•• !a M L IXC' �• •� ��\ _ - _ \ ,\ \\ \ I --------- :��t 1�{ ;--.,�,-r,U� Ilo o• v� l .�I�raer-�- !x toy tir�t Dl.? RELEASE DATE ✓ ` Eau a« �.e Eh t.oNro 8 24.1 O.G. p�i-ttl Un P � �u-10To 5xtis�nN�. A5 S-1-owal j 5 TB Zo I Tall ` `,1 �• •r' i — � I N ;^�.,�.,..��.����1 ,lt r:�:o U, 1_� `% • f2 512 30 -r _2�o. vC �_'C=T, AOO►Ti n� � .�;: Y5 9'l,' . oil, - ol ?- F_� • T �'�..• F _ A- 1 � lits , off %9/ SN. General Notes !STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE I General notes apply to all drawings and specifications. 2001. WIND DEVON PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS We certify to the best of our knowledge and belief that the design of this project complies with the applicable provisions and requirements of REGiCN. the Flonda Accessability Code for Building Construction, Florida building code 2001 edition of the ADA Guidelines 2 The Contractor shall venfy all dimensions and conditions in the field. Room Addition and If dimensional error,variances and/or conflicts exist,or conditions are GROUP RS-II RESIDENTIAL OCCUPANCY , encountered that are not covered in the drawings, the Contractor shall TYPE A CCNSTRUCTiON notify the Design Finn in%Titing before commencing that portion of the work UNPROTECTED UNSPRINKLED Remodelin 3, The Contractor TffIS DOCUMENT IS AN shall supervise and direct the work using his best skill and attention The Contractor shall be solely responsible for all construction 1. LIVE LOADS INSTRUMENT OF SERVICE, and'or installation means,methods,techniques,sequences and UNIFORM LIVE LOADS procedures. He or she shall also be responsib!e for coord:naun.g all � S THE PROPERTY OF for LAZO DESIGNS INC. ANYUSE portions of the work under the contract ROOF 20 PSF OR REPRODUCTIONS 4 All work shall be executed in a neat workmanlike manner• wh;ch is WITHOUT THE EXPRESS acceptable to the Owner THE5 W hen work that is not specifically indicated is required to complete the Doug an Celia Rigby A BOVE N PERMNSiON OF IEa dcscn :ion shall be submitted to the Dcsi n Ann m wTitir. ABOVE MENTIONED PARTIES project p g g iS STRICTLY PROHIBITED. during the bid phase. All such rcquired work whether described or not shall then be provided using the best materia!s and workmanship at no additional cost to the Owner. 527 S Lakes Circle cO COPYRIGHT 2002 6 The warranties and guarantees provided in the constn:ct;on documents shall be in addition to any warrant, shall gturanty or remedy rcquire4.by taw or by the construction documents. I ALLOWABLE U171T STRESSES: Atlantic Beach, Fla. CLIENT: 7 Unless spec:ficaliy noted, the Contractor stall provide and pay for all A) CONCRETE - DESIGN AS PER ACI 318 LATEST EornONlabor,materials, equipment,construction ir.achincry, transportation,and SLAB CN GRADE fC >a 3C00 PSI other facilities or services necessary for execution and completion of CONVENTIONAL FOUNDATIONS f'C = 3000 PSi Doug and Celia Rigby the work. ALL OTHER CONCRETE (U.N.O.) f'e 3000 PSI • 527 Salva Lakes Circle 8 Access:b:l:ty shall be provided in accordance with Chapter 1 I ccu- 8) REINFORCING STEEL - ASTM A615 GRADE 60 2001 Flonda building code C) WEDDED WIRE FABRIC - ASTM A185 9 An accessible route of travel shall be provided to all portions of the building and between the building Lad the public(see chs,-ter 1 i-FI BC 2001) D) SOI BEARING (DESIGN MAX.) 2500 PSF 10 The Contractor and his subcontractors acknowledge they have reviewed the plans,specifications and visited the site prior to bidding,and starting any work E) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION COMPRESSIVE STRENGTH f'm 1500 PSi , 11 The Contractor agrees to supervise and perform the work in accordance w ith good construction practices and standards and shall not proceed or F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. Z perform work in a manner contrary to the contract documents or the OR BETTER. NTH AN ALLOWABLE BENDING STRESS iN ACCORDANCE OwTtendirectives. WiTH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PROJECT: BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL 12 The Contractor shall at all times adequately staff the job with skilled BE SPF NO. 2 (UNLESS NOTED OTHERWISE). workman,laborers and the proper equipment to complete their work Dom addition & 13 The Contractor shall be responsible for obtaining and paying for all permits 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: inspection fees,impact fees(down stream Pollution fees) and testt:.g. required for completion of the work. CONVENTIONA! FOOTINGS 3" Remodeling 14 The Contractor warrants that all matena!s su,-plied'or equipment,supplied be new unless otherwise specified and all work shall 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE be standard quality, free from fault and defects,in keeping with manufacturers TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI.STANDARDS specifications. AND SPECIFICATIONS- ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION NTH STANDARD ACCESSORIES DURING PLACING 15 The Contractor and subcontractors shall be reponsible to keep the job site OF CONCRETE. free of accumuaited waste by using the Contractors supplied dumpster on a daily basis 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: 16,The Contractor agrees that all work matena!s Lid/or equipment sha!I be CONCRETE 40 BAR DIAMETERS constructed or installed in conformitywith all manufacturers MASONRY 48 BAR.DIAMETERS specifications and recommendations,complying with all federal,state,city and co.:ntyy�/ �+ CONSULTING building codes and ordiances. 7. ALL LOAD BEARiNC EXTERIOR MASONRY STEM WALLS AND PIERS SHALL Index of Dl awin2s ENGINEER: BE COMPOSED CF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY 17 The Contractor or supplier of materials of budding components stall be UNITS Wl TH TYPE 'S' MORTAR. FILL ALL CELLS BELOW FINISHED responsible to field verify all messurmats pnop to starting any wcrr•er GRADE WITH CONCRETE GROUT. ordering any materials even if the Design Firm or Owner has approved shop Jae Y. Lee, i n.LE ' . drawings lfthereisan discrepancy in the measurements. ilshalibethc responsib!dry 8 .F THE FOOTING ELEVATIONS SHOWN OCCUR Its A DISTURBED OR over Sheet............. Site plan,Loeator map Consulting Structural I f the Cis any dis to notify the Design Finn UNSTABLE SOIL. THE ENGINEER SHALL BE NOTIFIED. Wind Zone map, General notes, Engineer 18 The Contractor agrees that all time limits in this Contract are of the 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER essence MEANS TO SUPFORT STRUCTURAL ELEMENTS IN PLACE DURING Tabulation,Electrical notes. 13015 Yellow Star Lane, � " 19. The Contractor agrees to promptly make good, without cost to the Owner CONSTRUCTION. plan,A-1 .......................... Floor Plan, Foundation Roof Jacksonville, Fla«32224 any and all defects due to workmanship and for materials wh;ch- 10. VERIFY. ALL. DIMENSICNS WITH ARCHITECTURAL DRAWINGS 1Phone: (904) 992-9391 may appear within it period of one(1)year from the date of substantial completion and acceptance of the project by the O-wrier, or SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING Framing plan, Typical wall section. F.L. # 31276 for such period of time as the Contract documents may establish ORAWrNGS FCR EVeEDS, OPENINGS, SLEEVES. ETC, WHICH ARE NOT Roof section,Slab Detail, Foundation provided that it is not less than once(1)year. SHO',1N Cts STRUCTURAL DRAW NGS. 20 The Contractor agrees that as an additional condition precedent to his 11. THE STRUCTURAL ENGNEER SHALL NOT HAVE CONTRCL OR BE Section. RESPONSIBLE FOR CONSTRUCTICN MEANS, METHODS, TECHNIQUES, g"wancffinalpayment, he shall deliver theOwneranyanda!1wT,^en A-2......................... Elevations, Nailing patterns, Detail, guarantees as required by the contract documents PROCEDURES, OR SEQUENCES; FOR THE ACTS OR CMiSSIONS Cr T++E CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORKvR rCR 21 The Contractor agrees to comply with all OSTIA regulations that appiy to THE FAILURE OF A14Y OF THEM TO COf1STRUCT THE WC.RK iN Wind Load Notes. the safetyof their men and the operation of their eq.:ipmeni anal too!s.. ACCORDANCE WTH THE CON C a ACT ^CUMEN TS The Contractor agrees all employees shall be required to dress properly along with wearing proper work boots, hard hats and all other safety equipment required by OSHA. 22 The Contractor shall not violate any provision of the Occupatwnal Satin and Health Act of 1970(OSHA'i including all reba!atiens aCoptcd b) its enforcement by the United States Department of Labor pertaining to the 1111111000 construction industry 0000 MINOR° LAZO U� SELVA UNKS!DE UNIT 1 - AAA DESIGNS INC. PLAT BOOK 44, PACFS 23 AND 23A 420 S. 3 RI). STREET N 83 42 00 F ' r' ' �� ItCKSONVILLF, FOUND 35.00' 0 FOUND ,RN 2 0 �0� BEACH. " - � - . 'c a�' FLORIDA 3.._50 cNCE�- I C.e' a o' - N.T''' ` TEL(904)992-7281 a;,%` MAS(np,) P(;; ? .. �'L� �1..._...- ..._.. - IazodeslgnsCn aol.Cont wi Lit.( t- `;;� `� ` Tt' -�%'. - felt✓\V ,�DDI-f 10 N - ,`= le3rvie_wLn L G T _ SHEET CONTENT: a1veTCn I' P,4.ohOtns'on. tr) I0 Ity of Atlantic Beach } ! Zoning Department Index of drawings --_---a-, =:•-=i .,s t'i c --� I_ - - r• N This aporov. mmea n Site plan J �} Oomp ante with applicable�� 1Qa ` zoning« subdivision and other local land Locator ma SIMM ortis R �.___I+ ,r t �••t� t development regulations, but does not constitute p Lewis St , --��� u, �° I i1� � '; O i� gig' approval for the Issuance of permits. Compliance Applicable codes -- °`-- 1 ,. 10.8 with Florida Building Code and all other applicable �Y I it ', `^ •' o local, State and Fell c _ 1 i, Nr:..> 15.5 ____1j • }( it t�%',c7 dye N CUN_kE IE must be verified signature of the City of Atlantic _ permitting requirements Wind zone mal ,•, f, a Beach Suitdin Dbyy c yr g tNficid prior to nuance of a General notes 4 anley Rd r— -- t, ttfr, c r N / Building PermN. Structural notes L O T 5 6 Z d By: i f I I LsJ L 0 � mmu eve opment Director r; - -- -_ -- V� � r - U -- ';rt%�'. � � Vii. ,-p,�- - - �,� ! •r• � C� S r` � Z }I}iT,'ll �, _ 111tht zin 3.4 }f�.}i�}' �r ;�• }�¢; tr� y >?�, 1;r ; fit, _. =Sei�tfsF,=Df - N, _ l 50 P z °; (}1l$� � 'yr� 'rry$ �( >, • , '� to 7 C� r..._" r: r', _ 0 _ f. �� •. •..�Y/y`'C j; "'e.—-?f "_'+ •,r _Onftalt Rd -i I ln1 r- - - r •_ F_. 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