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10-286R-002id+ �p al 6'1 ACTUAL UPLIFT REQUIRED ANCHOR f +f I3 /E = TOOTH ENDS OF TRUSS UNO = UNLESS NOTED oTHERLUISE G = GRAVITY LOAD TYP = TYPICAL VARIES REFER TO OOF PLAN) CENTER PLATE ON VERTICAL LEG � v n MINIMUM EMBEDMENT (TYPICAL) SS ANCHOR LEGEND MARK SCHEDULE 01 TRUSS AND 6- 106x1.5' NAILS TO SEAT. CAPACITY= 2133* 2 (MIAMI -DARE NOA *03- 0224.10) _ 3 NU -VUE NVWTA -22H STRAP ANCHOR w/ 16- 10dx1.5' 2 NAILS TO TRUSS AND 6- 10dx1.5' NAILS TO SEAT. 5 CAPACITY= 311-1* (MIAMI -DADE NOA 004- 0510.03) 6 5OL -2 SEE DETAIL ON 5 -3 SHEET 3 CAPACITY U =41312*. 8 REINFORCEMENTS 1 TO TRUSS 4 (6)- 3116'DIAM TAPGONS TO MASONRY WALL V u LU ID CAPACITY= 2160* (MIAMI -DADE NOA *01- 0 'B12.05) U ATTACH EACH TRUSS TO 2X6 (5YP NO2) RUNNER LUITH (2) LISP S RTl RAFTER TIE W/5-5d NAILS TO 2X6 AND 5-5d NAILS TO U TRUSS BOTTOM CHORD. UPLIFT CAPACITY =505 *. NOA V lu 1— © U V 0 3 TIES REMARKS U V U U V U V V U r C9 �h _4 0 '� :cn w U , C cn o o as.. LLJ RB !B ARIES (SE ARCH PLAN &' 6 - I -*i _ - RAKE BEAM R5-1 A ARIES (SE RCH PLAN 12 12 2 -m5 - 2-S * 3 46' O.G. RAKE TIE BEAM SEE NOTES 15ELOLU T15 -1 A 6' -4' at 12' 2 - *5 _ 2 -*5 *3 6 40" O.C. TIE BEAM SEE NOTES BELOW T15-2 A 15' -0' 12" 12" 2 - *E, - 2 -*5 03,0 48" O.G. TIE BEAM 5EE NOTES E3ELOLU 5-1 A 3' -4" 8' 20' 2 -*5 - 2 -*5 *3 0 S' O.C. CONCRETE BEAM 5-2 A 9' -$' 6' 16" 2 - *6 - 2 - *6 *3 10 6" O.G. CONCRETE BEAM B -3 C/D IP -4' 12" 12" 3 -*5 - 3 -*5 *3 5' O.C. CONCRETE ARCH BEAM SP E 6 "A2' EXISTING CONCRETE TIE BEAM TO REMAIN 10'x1 /4'THK STEEL PLATE ATTACHED TO THE EXI5TINCx CONCRETE TIE A}��.{ I I BEAM w/ 5/S' IMAM WEJ -IT EXP ANCHOR BOLTS 19 12'o.e. (35' MIN . s . a lo EMBEDMENT) ' DIAC�C7NAl�~� _ CYPE- E3 EA. FACE TYPE -A TYPE-r- TYPE TD ARCH EAM CONCRETE AM NOTES: TYPE - I. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTI -15. 2. TIE BEAM6 SHALL HAVE (4) 0 3 TIES AT 12' oc. AT ALL CORNE5 ,EA. WAY, AND 45' o.c. REMAINDER, 3. PROVIDE (2) * 5x 60' CORNER BARS, (BENT 30' EACH WAY w ALL CORNERS. ACTUAL UPLIFT REQUIRED ANCHOR f +f I3 /E = TOOTH ENDS OF TRUSS UNO = UNLESS NOTED oTHERLUISE G = GRAVITY LOAD TYP = TYPICAL VARIES REFER TO OOF PLAN) CENTER PLATE ON VERTICAL LEG � v n MINIMUM EMBEDMENT (TYPICAL) SS ANCHOR LEGEND MARK NU -VUE NVATA16 STRAP ANCHOR w/ 12 -16d NAILS TO 01 TRUSS AND 6- 106x1.5' NAILS TO SEAT. CAPACITY= 2133* 2 (MIAMI -DARE NOA *03- 0224.10) _ 3 NU -VUE NVWTA -22H STRAP ANCHOR w/ 16- 10dx1.5' 2 NAILS TO TRUSS AND 6- 10dx1.5' NAILS TO SEAT. 5 CAPACITY= 311-1* (MIAMI -DADE NOA 004- 0510.03) 6 5OL -2 SEE DETAIL ON 5 -3 SHEET 3 CAPACITY U =41312*. 8 (2) USP RT20T RAFTER TIE EACH ATTACHED w/ (6) -16d NAILS 1 TO TRUSS 4 (6)- 3116'DIAM TAPGONS TO MASONRY WALL V u w/ 1.15' MIN EMBEDMENT. U CAPACITY= 2160* (MIAMI -DADE NOA *01- 0 'B12.05) U ATTACH EACH TRUSS TO 2X6 (5YP NO2) RUNNER LUITH (2) LISP S RTl RAFTER TIE W/5-5d NAILS TO 2X6 AND 5-5d NAILS TO U TRUSS BOTTOM CHORD. UPLIFT CAPACITY =505 *. NOA V 01 - 0306.10 U V 9 3/4" 11 1/4" } 2 \L F 3/8" 1 PLATE � 3/8" PLATE � I '4" (TYP.) - -t ' OF Q. BEAM SECTION TWO FLY TRUSS W/2 -3/4" DIAM. BOLTS = 4872 #) (ROOF ANCHOR CONNECTION #4) "SDL -2" DETAIL SCHEDULE MARK DESCRIPTION 1 ANGLE 3" x 3" x 1/4" W/ EXTENDED LEG (Fy= 36KSI) SEE DWG. 2 STEEL PLATE 9 3/4 x 6'x 3 8' F =36 KSI) 2 MEM STEEL PLATE 11 1/4".x 5" x 8" =36 KSSI 3 MEM _ 3 ONE(1), 5/8" DIAM. THRU BOLT 4 3/4" DIAM, WEJ IT EXP BOLT (2) TOTAL NOA 08- 050803 5 PREFABRICATED TWO PLY TRUSS OR THREE PLY 6 19/32" EXTERIOR GRADE PLYWOOD 7 8" x 12" CONCRETE BEAM (FC =3,000 PSI) 8 CONCRETE MASONRY BLOCK - 1 1/2� 0 V U V V I V V c a O 1 44 -3/4" PROPOSED EMODEL,ATIQN ROOF FRAMING �P LAN ���T I; w o - 10-3/4" . 3/16 1 1/2" THREE FLT TR USS W/2 --3/4" DIAM. BOLTS = 48720 U V V V V U V V NOTE; - EXISTING ROOF TO REMAIN -- - EXISTING MASONRY WALL TO REMAIN - EXISTING CONCRETE BEAM TO REMAIN 6'x12" MIN REINF w/ 2*5 TOP 4 2*5 BTM. - CONTRACTOR TO VERIFY ALL BEAM ELEVATION 4 DEPTH w/ ARCHITECTURAL PLAN. - CONTRACTOR NOT TO REMOVE OR ALTER EXISTING ROOF TRUSSES. V V V Alex Kon d °a t & Associates, I a7 —tn �o�" STRUC`T'URAL ENGINEERS ° Alex KondraL — P.E. #58086, C.A. #00000717 ok- ^ �, �,'� 12900 S6V 128 Street, Suite 104 Z -0 � ° c Miami, Florida 33186 a >'�' � E ° SHEET NOL OF I i 1 1 F A V V VVVVV U. U U V U U U V V V V U U V V V V V V U U V V U U V V li U L 5I V U V V I V V c a CITY OF SOUTH MIAMI � v PROPOSED EMODEL,ATIQN ROOF FRAMING �P LAN ���T I; w o - �•�'�v N v ,5TRUCTURAL Z'SECTION 1/4" = 1' -0" ua V V V .>r,u E 14PPROyto Y: z w w..,.s:R, z w Z y m O an °° c �s Alex Kon d °a t & Associates, I a7 —tn �o�" STRUC`T'URAL ENGINEERS ° Alex KondraL — P.E. #58086, C.A. #00000717 ok- ^ �, �,'� 12900 S6V 128 Street, Suite 104 Z -0 � ° c Miami, Florida 33186 a >'�' � E ° SHEET NOL OF I i 1 1 F A V V VVVVV U. U U V U U U V V V V U U V V V V V V U U V V U U V V li U L 5I I� �c d is N 1 1 1 0 LL w - + W z W CIO W ■ f-- W .,D � D cj 0 LL w 1 1 L0 W ' V U V V I V V U l U V V V U V U V V V ua V V V U ti V U U V u V U U U U V V U V V w U V < V U V U V U U V U V V U r C9 �h I� �c d is N 1 1 1 0 LL w - + W z W CIO W ■ f-- W .,D � D cj 0 LL w 1 1 L0 W ' DATE :MARCH 27 2010 SCALE: : A!S SHOWN DRAWN A. C. JOO NO. 109.9000 /{/�: 0 Ln LA Ln c Ln ua ew Idl Lu ,may w < r C9 �h _4 0 '� :cn w U , C cn o o as.. LLJ LU DATE :MARCH 27 2010 SCALE: : A!S SHOWN DRAWN A. C. JOO NO. 109.9000 /{/�: U O; i DATE :MARCH 27 2010 SCALE: : A!S SHOWN DRAWN A. C. JOO NO. 109.9000