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05-1213-009PREFAB WOOD TRUSSES AT 24" O.C. SEE "GENERAL STRUCTURAL NOTES" NO. - 06176 FOR ADD. INFO. SEE ROOF PLAN FOR STRAP REQUIRMENTS SPANISH TILE ROOF ON ONE LAYER OF 90# SLATE OVER 30# FELT ON 5/8" APA -RATED EXT. GRADE PLYWD. SHEATHING NAILED 4" O.C. ALONG EDGES & 6" O.C. @ FIELD W/ 10d GALVANIZED NAILS. SEE "GEN. STRUC. NOTES" NO. 06110. 26 GA. CONT. GALV. MTL. DRIP ON- 1 " x 2" CONT. P.T. WOOD NAILER OVER CONT. 2" x 8" WOOD FASCIA. 1/2" STUCCO SOFFIT OVER FELT - BACKED LATH ON )/" PLYWOOD W/ 4" X 23" SCREENED VENTS (TYP.) 8" THICK REINFORCED MASONRY WALL — WITH #5 AT 48" O.C. WITH HORIZONTAL JOINT REINF. AT EVERY OTHER COURSE. SEE "GEN. STRUCT. NOTES" NO. 04420. 5/8" TEXTURED 2 -COAT STUCCO FINISH OVER 8" CONCRETE BLOCK. PROVIDE CLEAN -OUTS AT ALL VERTICAL REINFORCING LOCATIONS. TOP OF NEW FINISH FLOOR A 12 3 FIBERGLASS BATT INSUL. (R -19) of 'fll� 9NA 6-0" (+ 18.0' NGV 5 10S (TYP.) CEILING: 1/2" DRYWALL ON 1"X3" FURRING STRIPS AT 16" ON CENTER. TYPICAL UNLESS OTHERWISE NOTED. 1 X 4 P.T. FIRESTOP © TIE BEAM PERIMETER. TB -1 TIE BEAM (SEE PLAN AND SCHEDULE) 1/2" DRYWALL ON 1 " X 2" P.T. WOOD FURRING STRIPS AT 24" ON CENTER WITH R -3 INSULATION. TYPICAL ON NEW PERIMETER CONCRETE BLOCK WALLS UNLESS OTHERWISE NOTED. 1 X 4 P.T. FIRESTOP MID - HEIGHT FOR WALLS OVER 8' -0" 1 " X 4" P.T. CONT. NAILER (TYP.) NEW CONT. WD. BASEBOARD oo Q 0 a- ,-- 2S m 00 4- z tL. tV —V `IV —V IVUVUJ II — x x x x x -x x x x GRADE III _- I III -III 3 1= 1 4S (TYP.) VIII- IIIIIIII z WF -16 FOOTING (SEE PLAN I_ I l jj AND SCHEDULE) 00 1--:111 -- - III- III,,,III,;;II� -II TYPICAL WALL SECTION COMPACTED SOIL (TYP.) 3/4" = 1' -0" DECO PRECAST CONC. CAP I REFER TO SHEET P -2 FOR POOL /SPA REINFORCEMENT AND ADDITIONAL INFORMATION N SP SECTION AT SPA 3/4" = 1' -0" SEE SECTION 1/S-2 FOR ADDITIONAL INFORMATION =1II =1 =1 III IIIEE I III1 I I =1 I I� I I- ,111 -I 1' • III = -I =1 I- WF -24 FOOTING (SEE PLAN VIII -VIII: AND SCHEDULE) -1 - - -III' III— III — III III- -I I I 6" CHASE FOR PIPES COMPACTED SOIL (TYP.) 0 J CL W ;1 3/16 TS4x4 (SEE PLAN) PL1 /2 x 10 x 0' -10" WITH (4) 3/4" DIAMETER x 4.75" EMBED. HILTI KWIK BOLTS I I F I I PAVERS ON COMPACED — — SAND (TYP.) Z I - -I :2 -I — - I _ N = III -III 1 1 1-111 -III =1 __ 1II1II; ;I I1 III; III_ �- :II _-1 L- :III- 3" CLR. 1 _1 I I- I I 1 _I 11 -= =1 I I =1 I I- __.III ___I I_ F3.0— FOOTING (SEE PLAN AND SCHEDULE) COMPACTED SOIL (TYP.) SECTION 3/4" = 1' -0" (TYP 5S 11 OS 5S ABOVE AND AT EXPOSED CLG. BLW SEE ARCH. DWGS. FOR ROOF SLOPE 6S 5S AT EXPOSED CEILING II II PL1 /2 x 8 x 0' -8" WITH (4) 3/4" DIAMETER x 8" EMBED. HOOKED ANCHOR BOLTS BUTT - WELDED TO PLATE II NO HOLES IN COLUMN OR PLATES OTHER THAN 1/4" DIAMETER PRESSURE RELIEF AND BOLT HOLES. SECTION 3/4" = V -0" 1 S -2 (TYP.) 7S (TYP.) 6S (TYP.) Cn w , I rt IF TB 1 fl :11 1 �► II / NJ - I I m — 8S (TYP.) II - - - - -m - I .I U=4431 I I�-------- �1- -I� - -I U =443 TB 1 (ITYP.) 9S II II M /' II I II '\�, ml ~ ,. a I► a .�♦ ' I I 2' -0" 5' -0" 6S (TYP.) --{ O.H. SETBACK 7S (TYP.) 3 (TYP.) S-2 ROOF PLAN - CABANA SCALE: 1/4 " =1' -0" SEE ROOF PLAN FOR STRAP REQUIREMENTS B —BEAM (SEE PLAN AND SCHEDULE) 3/16 TS4x4 (SEE PLAN) STRUCTURAL DRAWING :-NUTS-- - V I S 1 0 N S: 8" reinforced CMU wall with ladder type reinforcement at 1S EE every other course and #5 in grout filled =-cell at all - corners, 09 -26 -05 intersections, ends of walls, and at 48" c.-c.- betwcen. 4" thick concrete slab -on- ground with 6x6- W1.4xW1.4 2S W.W.F. at mid -depth on polyethylene sheet over compacted soil. 3S 1/4" thick compressible joint filler. Caulk top of joint after placement of slab (typ. all around). 4S Continuous polyethylene sheet (see "General Structural Notes" no. 02000 for additional information). 5S Plywood roof sheathing (see "General Structural Notes" no. 06110 for additional information). 6S Prefabricated wood trusses at 24" o.c. (see "General Structural Notes" no. 06176 for additional information). 7S Simpson HETA16 strap (FL No. 1901) with (10) 10d x 1.5" nails thru strap (uplift capacity = 1805 #) 8S Prefabricated wood girder truss (see "General Structural Notes" no. 06176 for additional information). 9S (2) Simpson HETA16 straps (FL No. 1901) with (10) 10d x �� 1.5 nails thru strap (uplift capacity = 3610 #) 2x4 cont. lateral wood bracing perpendicular to prefab 10S truss /girder at bottom panel points, max. 8' to 10' o.c. Fasten to top of bottom chord with (2)16d nails. OR 1x3 furring strips at 16" o.c. with (2) 8d nails into each intersection truss /girder. 1 1 S 2 #4 x 36" bars placed diagonally to corner at upper third of slab, 12" apart, with first bar placed 2" from corner. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS, EXISTING AND JOB SITE CONDITIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO A/E IMMEDIATELY. Efl7S R= 0.96 kips U= -1.11 kips (TYP. AT ENDS) 16' -0" 7S R= 0.62 kips U= -0.71 kips (TYP. AT 4 CORNERS) S 1 2 (TYP.) &(TYP.) — — 1 S (TYP. — — — C7) __ 1 i------WF-16--------- o I II . 2S `°II i 00 I II (TYP.) i 1 I- - - -- ---- 24---- - - - - -J 6S (TYP.) I 7S (TYP.) 74 T.O.S +10' -0" NGVD S -2 I (SIM.) @(BELOW) 2 SPA F3.0 TS4x4x1 /4 S -2 / _\ � -- I I AI I 2 6 \ / TS4x4x1 /4 L___ _J S -2 (TYP.) FC2 (BELOW) 6" 15' -0" 6" FOUNDATION PLAN - CABANA SCALE: 1/4 " =1' -0" y 1 Structural, i wers 1- 4444 SOUTHWEST 71st AVE, #103 MIAMI, FLORIDA 3,155 305.665.4555 FAX 305 65.5522 usstructu resin c.c+ V CA 8439 _ 0% O W Ln 00 O W v) LL O OC 0 •- C 12L_ E Lr O 13 0 C 0 Cn = Lr U) W 0- 4­1 QC 0 Q0 =3 L(; O 00 O C f — LC) (l) R E V I S 1 0 N S: 09 -15 -05 09 -26 -05 SEAL. •' . . �` }'• JOSE kTbLED0,.P.E. STRUCTURAL ENGINEER FL P.E. #54891 DRAWN JAT. CHECKED JATt., . DATE August 1, 05 SCALE As Indicated,* JO SDP 9 S EET 4. 3 st- 2- .�1 v�b f�r4. S