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05-1465-014O 0 I i� 0 I 23' -7" 3' -6" 41' -2" 44' -10" 29' -0" 26' -0" 3' -0" R =1650 # R =2800 # U =1400 # U =2400 # 0 I TB -1 @ EL. +10' -6" 0 - ----------- - - - - -� - I - ----- ----------- - - - - -- — — icy I �'1 I I • j v �- E- _ °i • I �� I I ® I I r I + I Q I �� @ j E I m co I I I C° ° M d- N + I ^I I 00 N N @I I I I @ • ml I I LU „ I L D 5' -6" I I I �� I _ E_ I F- I to �I I __ === 1 = = =�= -- _� 00 ° RB -2 @ EL. +10' -6" r � LO w R=:1650 # R =2800 # @ U=:1400 # 31' -6" U =2400 # M 7' -0„ N !--i-- TB -1 @ EL. +11' -0 "' 213-2 t- i ................... 2B -1 0 N N I + Q w 7" CONCRETE SLAB 0 REINF W/ #5 @12" 0/C DL = 25 PSF + - TOP & BOT E.W. 00 LL = 40 PSF 2ND. FLOOR F.F EL. + 11' -0" S2 6 60 PSF STAIN PATIO S rn LO © NET UPLIFT = 45 PSF J ZONE 1 = 100 PSF m w 2) DENOTES DIRECTION OF SLAB MAIN REINF. I M • 3.) FOR ROOF SHEATHING, PROVIDE 5/8 CDX PLYWOOD W /10d NAILS @ 6" O.C. 2B -1 0 9 tc)O F- 0 N I �o @ II � J 0— O 0 N J @0 Y- n� 0 ea 5 #5 @ 12" TOP L= 10' -0" TB -1 @ EL. +11' -0" 12' -6" 36' -6" 3 2 S2 I S5 16'-0" SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1' -0" A 0 /Il J w @ m N N I + Q w o @ 9 tc)O F- 0 N I �o @ II � J 0— O 0 N J @0 Y- n� 0 ea 5 #5 @ 12" TOP L= 10' -0" TB -1 @ EL. +11' -0" 12' -6" 36' -6" 3 2 S2 I S5 16'-0" SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1' -0" A 0 /Il J w @ m -0 HEIGH PARAPET BLOCK WALL 13) 8" CMU LOAD BEARING WALL REINFORCED W/ #6 @32" FOR ZONE 4 _. AND W/ #5 @40" FOR ZONE 5 VERTICAL IN FILLE) CELL AND 9 GA. HORIZ. t. JOINT R(INF. LADDER TYPE @16" o /c. ' 14) DENOTES WINDOW OPENING IN 8" CMU WALL. PROVIDE 2 # 6 ON EA. SIDE OF OPENING UP TO 5' -5" AND TC1 FOR OPENING GREATER THAN 5 -6" 15) DENOTES 40 "HEIGHT PARAPET BLOCK NALL REINF., W/ #,5 @32" VERT. 'e?fit /' rY r, Y• ENSF��R���� M.Hajj*ar & Associates Inc. ' MOHAMMAD HAJJAR,P.E. EB 8373 — PE 40187 2750 Douglas Road Suite 200, Miami, Florida 33133 Tel. (305)445 -2399 Fax. (305)445 -2219 L so V) w 09 z OWN H c� a/ w H Ox U .5 3 I -I ID PER= M REVIRM TOO � oil nil a DM 71JW = Na 2006.09 Dat AWN BY BAR AM HY SIRM NQ M HAM S_^ G STRUCTURAL NOTES o 1.) SUPERIMPOSED LOADS: DL = 25 PSF + - 2 LL = 30 PSF (ROOF) 00 LL = 40 PSF 2ND. FLOOR w - I S2 6 60 PSF STAIN PATIO S rn © NET UPLIFT = 45 PSF ZONE 1 = 100 PSF m ZONE 2 &3 = 100 PSF 2) DENOTES DIRECTION OF SLAB MAIN REINF. TC 3.) FOR ROOF SHEATHING, PROVIDE 5/8 CDX PLYWOOD W /10d NAILS @ 6" O.C. ALONG INTERIOR 4" 0/C @ ENDS 4.) FOR ALL EXTERIOR SOFFITS EXCLUDING OVERHANGS, PROVIDE MIN. 1/2" PLYWOOD SHEATHING W /8d NAILS @ 6" O.C. ALONG EDGES AND ALL SUPPORTING TRUSS BOTTOM CHORDS. 5.) FOR ALL PIGGYBACK FRAMING PROVIDE 14 GAUGE X 1" GALVANIZED STRAP BY "SEMCO" MODEL NO. RTPGA816 @ EACH TRUSS WITH 4-16d NAILS EACH MEMBER. 0 6.) DENOTES 2X4 BOTTOM CHORD LATERAL BRACING ^ I W/ 2 -16d COM. NAILS @ EACH TRUSS PROVIDING 2- TRUSS SPACE N LAP SPLICE 7) "D" DENOTES 2 -2x8 PT WORD LEDGER CONT W /5 /8 "diam. x 6" PENETRATION HVA ADHESIVE ANCHOR BOLTS BY HILTI @12 "O /C. TO RECEIVE LOD NAILS @ 6" OTC. FROM PLYWOOD. 8) "A" DENOTES PREFAB. WOOD TRUSSES @ 24" O.C. 9) "B" DENOTES PREFAB. WOOD GIRDER TRUSS. 10) "C.J." DENOTES HIP JACK 1 1) FOR GIRDER TRUSS CONNECTION DETAIL SEE SHEET S -5 U.O.N. IN PLAN. 12) "C" DENOTES 2 X 6P.T. WCOD LEDGER W /5 /8 "DIA. X4" PENETRATICN KWIK -BOLTS BY HILTI @18 "O /C. TO RECEIVE 10 D NAILS @6 "o /c FROM PLYWOOD -0 HEIGH PARAPET BLOCK WALL 13) 8" CMU LOAD BEARING WALL REINFORCED W/ #6 @32" FOR ZONE 4 _. AND W/ #5 @40" FOR ZONE 5 VERTICAL IN FILLE) CELL AND 9 GA. HORIZ. t. JOINT R(INF. LADDER TYPE @16" o /c. ' 14) DENOTES WINDOW OPENING IN 8" CMU WALL. PROVIDE 2 # 6 ON EA. SIDE OF OPENING UP TO 5' -5" AND TC1 FOR OPENING GREATER THAN 5 -6" 15) DENOTES 40 "HEIGHT PARAPET BLOCK NALL REINF., W/ #,5 @32" VERT. 'e?fit /' rY r, Y• ENSF��R���� M.Hajj*ar & Associates Inc. ' MOHAMMAD HAJJAR,P.E. EB 8373 — PE 40187 2750 Douglas Road Suite 200, Miami, Florida 33133 Tel. (305)445 -2399 Fax. (305)445 -2219 L so V) w 09 z OWN H c� a/ w H Ox U .5 3 I -I ID PER= M REVIRM TOO � oil nil a DM 71JW = Na 2006.09 Dat AWN BY BAR AM HY SIRM NQ M HAM S_^