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298 13th Street REVISIONS PAtE r7�5C�if11GN Wind Load Notes: EXAMPLE`OF UNSUPPORTED (UNBLOCKED) GENERAL STRUCTURAL NOTES BOUNDARY OF -SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE 15 . Codes: FloridaBuilding Cod 2007 w!2009 Supplements and ASCE-7- 05 TYPICAL CONDI710M UNLESS BLOCKING IS REO'D I.Codes: Florida Building Code.2007 wL 2009 Supplements, American Concrete General Notes Institute c -Institute 6f Timber•Construction.andAmerian Basic Wind peed. 120 mph (Wind Borne Debris Zone) 1.General notes apply to all drawings and specifications. We certify to the best of our 2:Live Loads. knowledge and belief that the design of this project complies with the applicable :Roof: 20 psf Wind.Importance Factor: I = 1.0 Building Category: II provisions;and require ents of h Florida Acces a fifty Code for Wind E p re. C yr ns m the or s b d Building Construction,Florida building Code 2007 edition of the ADA Guidelines. x t75u PLYWOOD, OR OSB SHEATHING 2,They Contractor shall verify all dimensions and conditions in the field. If dimensional error, variances and/or conflicts exist, or conditions are encountered that are not Enclosure: Enclosed Building covered 18 18 in the drawings, the Contractor shall notify the Design Firm in writing THIS DOCUMENT IS AN SNAIL SPACING AT-UPPORTED EDGES, before commencing that portion of the work. 3. Wind Loads; Internal Pressure Coefficient GCpi +. or -. INSTRUMENT OF SERVICE, EXAMPLE OF e In d N 4"�•'�• _ 3,The Contractor shall supervise and direct the work using his best skill and attention, in res a Co ents ad t ANY USE Se Wind Loa otes • AND IS THE PROPERTY OF PANEL EDGE w/ The Contrabtor shall be solely responsible for all construction and/or installation 2500 sf W' d P sur to mpon I Ci d'ngs LA DESIGNS INCA E BLOCKING WHERE Ilo an p • means,methods,techniques,sequences and procedures, He or she shall also be •4.•A Wable SOII Bearing: End Zone=6 REQUIRED reponsible for coordianting all portions of the work under the contract. 5,,Soil Compaction: TIE ' OR REPRODUCTIONS WITHOUT THE EXPRESS 4, All work shall be executed in a neat workmanlike manner, which is acceptable 'Soil under slab on grade and foundation shall be compacted.to 95% WRITTEN PERMISSION OF to the Owner. modified proctor.max , dry density{ASTM D-1557), Zone Effective wind area{sfl Wind loads{psfl ABOVE MENTIONED PARTIES S DS; ROOF TRUSSES, RAFTERS 5. When work,that is not specifically indicated is required to complete the project, Positive Suction IS STRICTLY PROHIBITED. a description shall be,submitted to the Design-Firm in writing during the bid phase. 6. Materials;*p g g s p - Interior Zone 10 -, -+-33.4 -36.2 All such required work whether described or not shat!then be provided using the best Concrete(Normal weight-28 days) 3000 psi 20 +31.9 -34.7 materials and workmanship at no additional cost to the Owner. Reinforcing Bar ASTM A615, Gr 60 O COPYRIGHT 2010 • NAILING TO INTERMEDIATE 5 +29.9 32.8 Welded Wire,Fabric ASTM A185 0 SUPPORT IS 6" OC,MAX, UON 6.The warranties and guarantees provided in the construction documents shall be in 10b +28,4 -31.2 addition to any warrant, shall guaranty or remedy requied by law or by the Hollow Load Bearing CMU ' ASTM 30,' or 3 constructions documents. Anchor Bolts. ASTM'A307 or A36 500 +24.9 -27.7 Welds AWS E70 or E60 End Zone 10 +33.4 -44.7 CLIENT: 7. Unless specifically noted,the Contractor shall provide and pay for all labor,materials, Wood Member for Beams & POSfS• #2 SYP 20 +31.9 -41.8 �,.- Naming Patterns for Roofs 50 +z9,9 37.8 _ equipment,construction machinery,transportation,and other facilities or services for Studs #2 SPF�or:better n.t.S. � 'j necessary for execution and completion of the work. ,; _ +28:4 -34•.7 _. �t Mlcrollam 1.9E • 100 - ,-� `� 8. Accessibility shall be provided in accordance with Chapter 11 of the 2007 Florida 500 +24 9 27 7 Buiding Code. __. _....._,. . .. �l = •+ , • .,, 9. An accessible route of travel shall be provided to all portions of the building and between the building and the public(see chapter 11 FL BC 2007) �.. _ .. 10. The Contractor and his subcontractors acknowlegde they have reviewed the plans + ISI • �'� specifications and visited the site prior to bidding,and starting the work. c� i 11. The Contractor agrees to supervise and perform the work in accordance with good A . PL iCABLE CODES r construction practices and standards and shall not proceed or perform work in a d manner contranr to the contract documents or the Owners directives. • X'7:,- ! FLORIDA BUILDING GODS 2007 w/ 2009 SUPPLEMENT V, %, ,. . 12.The Contractor.:hall at all times adequately staff the job with skilled workman, FLORIDA RESIDENTiA,L GORE 2001 AND 2009 SUPPLEMENT PROJECT: ' \ + laborers and the proper equipment to complete wheir work. FLORIDA FIRE PREVENTION GODS 200�f a g p p FLORIDA AGCE:SSiBILITY CODE for BUILL71NCs GDNSTRUGTiON 13.The Contractor,:hall be responsible for obtaining and paying for all permits inspection l ��" - f Gp• \ fees,impact fees(down stream pollution fees),and testing required for completion `L tCN;4PTER ft FLORIDA BUILDING CODE 200-1) v�ar��rr,.�r- 1�� r , of the work. NATIONAL Ej-r=CTRIGAL CODE 2008 ry l� c 14.The Contractor warrants that all materials supplied/or equipment, supplied be new FLORIDA PLUMBING CODE 2001. 12O unless otherwise specified and all work shall be standard quality,free from fault 9 rr " .f �`■' and defect, in keeping with manufacturers specifications. FLORIDA MECHANiGAL CODE 200-1 ��� s CWT I 15•The Contractor and subcontractors shall be responsible to keep the job'site free of ---- - - ----- - -- -.•_,_.."' _.. P - accumualtid waste by using the Contractors supplied dumpster onthe dally basis. ,�' � �� l.Cl. Tf� r 1e.The Contractor agrees that all work materials and/or equipment shall be constructed I-2q5 Y or installed in ccnformity with all manufacturers specifications and recommendations, x complying with all federal,state,city and county building codes and ordiances. it tt yy • 2x�- p -�•r� .\vas -cr�.�s��s 2c}t+c��c• - CONSULTING 0 tp 17.The Contractor cr supplier of materials of.buiiding components shall be responsible to ' ,Xla �IPC16 � . field verify all measurments prior to starting any work or ordering,any materials even C F tl if the Design Firm or Owner has approved shop drawings. If there is any discrepancy t} fr: / \S,;; y,x Tl w � in the measurements,it shall be the responsibility of the Contractor to notify the ��� t .T_IN t i N INEER: , Design Firm. -�: _ - - .,� „ E 18.The Contractor agrees that II time limits in this contract are of the essence. j. fes' 19.The Contractor agrees to promptly make good, and without cost to the Owner any N � i�!DlG?,TES PROJECT LOCATION •., e2 r ,, . and all defects due to workmanship and/or materials which may appear within a A vt Er. lo, period of one(lpyear from the date of substanial completion and acceptance of the IN project by the Owner,or for such period of time as the Contract documents may establish r provided that it i; not less than one(1)year. tt LEE INC ..�^ L J ENGINEERING C LANG 20.The Contractor agree that as an additional condition precedent to his receipt of final - • F' i. • payment, he shall deliver to the Owner any and all written guarantees as required by W _2-• � 4 k p1-►R.t" LEE P E r JAE Y the contract documents. i I eJCa�ems$- 'T T p,Pi yV - 10381 Cypress Lakes Drive, 21.The Contractor agrees to comply with all OSHA Regulations that apply to thew safety of _ � _h x._a..( q ' _ Jacksonville,FL 32256 _ :4 � -►`. .. /""� their men and the operation of their equipment and tools, The Contractor agrees h 904519 1934 employees shall be required to dress properly along with wearing proper work boots, ' . _ .__ .. . .. i i� Cell 904-2343518 •�-- -• - ` hard hats,and all other safety equipment required by OSHA. • •• ' 1 rL, •� 1 U t 22.The Contractor shall not violate any provision of the Occupational Safety and Health -...... ' '' ' ' • Act or 1970(OSHA)including all regulations adopted by its enforcement by the '/ t ~ Untied States Department of Labor pertaining to the construction industry. 7 U 4 LAZO DESIGNS INC. AA26001396 kip Ir POP _ �,. ' �' \ ,� ' 14067 Pine Island Dr. c 8 _ �` �:.� ��\\\��•�`� Jacksonville FL. 32224 \ �< _ � TEL 904 343-2526 �a ® � �\, � , . 6�t'�"�'(,�G�I"(,,,�-'� ,•:\••le.�,•�\�•�� r'r0 lazodesigns@aol.com SHEET CONTENT: ` l tr 4-V oil t --- b1 t tt tt Sit Plan 1 "=20"4Y1 � � � � � �'�iii e� t,.-.► P ,6 w N _ U �. 1�.. p � PRELIMINARY �4�� _ C..'! wo -12x2�I� jW, { O G -�- W is , _ f7�SiGN �4`�� / I sri1 i . .� UL . ,, nAt�: 08 f I 10 _ �' , ''GENS •• �PO 3 �v C4ANo� raves- '1�A gip?. N 1 LFT' -A- nnwc; o . u. U_�Jwj I��� IIS �\,��\.L ?. -t- .. ��' �� !� �V t,.d,� I'� j �`"(t"1. � C�- _.__ ....__. . � Imo- � '-., •�•••. �Y�P•' �`.-` N� 5 •