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527 - 531 Selva Lake Circle 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