Loading...
Plans 1957 Seminole Rd ...... ------ 4" j WPM -M� :Z, Nn 16 T — 13!T 04 lea, -Existng Host Soffit I Fascia- -Existing Host Structure- General Notes: -Scale:3/16" V- Floft Bulking Code Importance Factor 0.77 Structure Type:Screen A— -Existing Host Soffit Fascia- Wind Zone:120 MPH Exposure:"C" 2X3 Hdkw Door Location(s)Incidental to Design Providing Door Posts do not Interfere with Beam Support PosVLJprig 'n 2x3 Hdbw U M --V 61r 4 6 5" 4-- 13 11"Maximum Sam Span 4 3�(r Overall Length of Ribbon Footer 4 6 3" 4— 3 5" --4 4--6 T P iew- Ian V Az k 10 T Bum Span V A L 71�— :orno� b V— < 2Y3 Eave Rail 2X3 1 210 Haft �Xll AF zx3 EW�e Rail Corroo- XI: '11 11� EEL. ---IB E PN; (7 2"Min-Typ.-0 4 ao 2X3 Hd1ow (saw) i 114-1 1111 DOOR 1 -------1 2X3 Hd L------- VxV Footer 17 6 T VWW Block Wall T IT Lovver PaverAres 11P 101 Lenth of Upper Deck Page 1-1 Date: 8— Soe page C-M 10.07.2011 16 4" 10 Total Deck Area Retaining Wall Left Side - Rear Elevationi'View-Load Beadng Wall Detail Right Side - Sheet#1 ibff I ffd. -------------- 6 R- ----------- --- --------- ------- ---------- ---------- --------------- —RP-� ff�t-0-M-!- 40 4� 4 -- -------- 151111�11 IM M 11 R M 111111 P1 INIMPRIM11 11 RM 111115 P1,111 11 PIPIR11111 1119R11,1"I 1111151111 PRIM 6111111$1111105 1111111,111111111111 MIR 41111 11191 M IM1111 1111111 911114,51M 11 19911NF 11�11 lin immomilill Rllllllql����1 111 Im!m 11�ms p1mimpip I oviell om%m mmllm�11�1 11 1!o PROPS I M lIgI11111 1111mmillimm III lamll I I 11 1 me 111F Im-11111mm Imp n 11 1�1 I I'm Iippm�l- �,l will 11111, 16 0" — 13 01 W 0" General Notes: -Existing Host Soffit If Fascia- -Existing Host Structure- Scale:3/16" V- Florida Building Code Importance Factor 0.77 19 Strudwe Type:Screen -Existing Host Soffit Fascia- Wnd Zone:120 MPH Exposure:"C' W Hal Door Location(s)Incidental to Design Pro%Adng Door Posts do not interfere, Wth Beam Support Post/Uprights.... e,,� r. W Hollow <) a Ca 2 9 ,i Y Co 661 - 6511 0 4-- IT 11"Maximum Beam Span .4 31'0'4rall Length of Ribbon Footer 4 6 3" 4— 35" —44 6 T' Plan View- (D 0 -5 2'91 19 6'Beam Span M W E m E Uc D) U,) Co 2x3EaveRail ',ont�� 2y 2v Heginw 9VA Hrik1w.- 2A HA W Faye Rail Comh ZX3"a Rail Con1bo 46 V 3068 1 ENTRY 9 Z'Min.Ty P. (screen) 2.a Holkm 60 2x3 Hollow AF DOOR Lu 2x3 Hollow 20 Hollow x3 Holl.�41 N b Lb N XX iL I I J r V W x 9'Footer 5 .1 4 IV 4 IV I...... A�AM41 -z I I---- VMW�L LAVkft V%Qjj I'L 1v Luwrl r-Ovul Fuca 11 IV I=fu I ul vp�mf LmkA (--See page 1-18 See page C,36 Date: 164, 30'6'Total Ded(Area for Retaining Wall Left Side - Rear Elevation View-Load Bearing Mil Detail Right Side - 10.07.2011 Sheet#1 x 7 01T A,11 3, A 41 1014 IW� v �N ...If' A— INK W