00-0630-002 NOTES BEAMS SCHEDULE
1. ALL STRAPS FOR ROOF TRUSSES TO BE HUGHES DTC W/ (10)10d x 1-1/2" & (4) 10d THRU SEAT PLATE SIZE REINFORCING
. MARK DESCRIPTI N W x H REMARKS ELEVATION
AND FOR FLOOR TRUSSES, STRAPS ARE TO BE HUGHES DTC W/ 10d x 1-1/2" GALV. NAILS BOTTOM TOP MIDDLE
USE (2) STRAPS FOR UPPER ROOF AND (1) STRAP FOR LOWER ROOF 2-131 CONCRETE 12" x 20" **(4)#8 (4)#6 (4)#5 (6) #3 @4" REST. @ 8" O.C. 9'-10" A.F.F.
**
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE 19/32" APA RATED EXPOSURE 1 CDX 2-132 CONCRETE 8" x 30" **(4)#8 (2)#8 (4)#5 (6) #3 @6" REST. @ 8" O.C. *9 TWO LAYERS
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE 23/32" APA RATED EXPOSURE 1 CDX 2-133 CONCRETE 8" x 23' (2) #7 (2)#6 (2) #5 (6) #3 @6" REST. @ 12" O.C.
GLUED AND NAILED TO TOP OF TRUSS W/ ADHESIVES MEETING THE 8'-2" A.F.F.
& #3 Ties at 4" O.C.
REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE W/ MANUFACTURER'S SPECS.. 49'-10"
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED 2-84 CONCRETE 8"X 12" (2) #5 (2) #5 Drop Bm @ Opening & Add 2 #5 Bott. 9'-10" A.F.F.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 2 5 x 6'-0" Bent at Corners 31'-0" 18'-10"
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPANS OPENINGS RB CONCRETE 8"X 12" (2) #5 (2) #5 #
See Sht. S-3 & 4 #3 Ties at 12" E.E. Bal. 18'-4" A.F.F.
7. LINTELS SHALL HAVE 8" NOMINAL BEARING (7-5/8") For Location @ 48" o.c. -4'.'L 8'-9" -4" 9'-1" '-4" 8'-0" -2' 18'-10" V-6"
B. LINTELS ATOP 45• BLOCK MAY HAVE 4" MIN. BEARING, (TYP) CONCRETE 8"X 12" (2) #5 (2) #5 2 #5 x 6'-0" Bent at Corners
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS TB-1 & 4 #3 Ties at 12" E.E. Bal. 8'-2" A.F.F.
SECURE 2x MEMBERS TO WALL W/ HILTI X-ZF, POWDER ACCTUATED @ 48" o.c.
FASTENER, ZF 72 P8S36, .145" 0, 2-7/8" LONG, AND WASHER @ 24" O.C. TB-2 CONCRETE 8"X 12" (2) #5 (2) #5 2 #5 x 6'-0" Bent at Corners
WOOD @ 48#oTies at 12" E.E. Bal. 9'-10" A.F.F. Q DTE Bm.
T 1
1. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, FE] Fol ❑
LEDGERS, CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2, KD-15, OR BETTER. 2-B6 CONCRETE 8"X 12" (2)#6 (2)#6 #3 Ties at 4" o.c 9'-2" A.F.F.e I I
2. MICRO-LAM BEAMS SHALL BE MANUFACTURED BY TRUS-JOIST CORP., OR APPROVED (Up-Turned Bm) C7 C7 C7 i C7
EQUAL, AND SHALL PROVIDE A MODULUS OF ELASTICITY OF 2,000,000 psi, A MIN. FLEXURAL
STRESS OF 2,925 psi, AND A MIN. HORIZONTAL SHEAR STRESS OF 285 psi. 2-67 CONCRETE 8"x 20" (2) #7 (2) #5 4 #3 Ties at 6" E.E. Bal. 9'-10" A.F.F.
3. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE- @ 12" o.c. ( s-2 _m I TB-1
TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED To RETENTION LEVELS
OF 0.25 PCF OF CHROMATED COPPER ARSENATE (CCA). WOOD FOR STRUCTURAL USE_._ ° V=2.4K V=2.4K N
THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS 0 0 ° U=1.2K U=1.2K I o
OF 0.4 PCF OF CCA OR MORE. 4'-0" 6'-4" 2'-8" 2'-6" 6'-3" 6' 4" 2'-5 1-DrtC 1-DrtC
4. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN COLUMN SCHEDULE I GIRDER #5
1/2" OF HEARTWOOD. MARK WIDTH LENGTH VERTICAL HOOPS REMARKS 7' 2" I I S-2
5. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD. WEAR A DUST
• 4
MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLEC- Cl 12" MIN. 8" 4 #5's #3 @ 8" ox. CONCRETE COLUMN 3 , I 2-B1 x w
TION. DO NOT BURN IT: PRESSURE TREATED WOOD MAY PRODUCE VERY TOXIC FUMES. TB-2 S-2 TB-2 TB-2 I 1/2 EXP. BOLT @ A o. .
2-B4 2-64 2-64 ��6. IN HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE C2 12" MIN. 8" 4 #6"s #3 @ 8" o.c. CONCRETE COLUMN - - - -•- - 4�x'
-'- - - - -
El
HURRICANE STRAPS, SHALL BE MADE OF STAINLESS STEEL, OR SHALL BE DIPPED (AND Cl /:' _ o O - ' O ` • ,;.l;:
SCRATCHES RE-PAINTED) IN COAL-TAR EPDXY PAINT. C5 16" 8 4 #6 s #3 @ 12" o.c. CONCRETE COLUMN
. :
C9 o v Y C1 io
7. WOOD PREVIOUSLY USED AS FORMWORK SHALL NOT BE USED AS ROOF FRAMING OR C7 16" 16" 4 #6"s #3 @ 12" ox. V-4" X V-4" Cl Cl I o I � I
SHEATHING. 0'-8%
U @
8. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. C8 18" 8" 6 #5's #3 @ 12" o.c. CONCRETE COLUMN
9. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAW- CD I •:
INGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND WIDTH), C9 8 #5's #3 @ 12" o.c. CONCRETE COLUMN NOT "A" ( 8'-0' ) I z I °
NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS, AND/OR p OPEN LIVING X o
DO NOT HAVE THE SAME GENERAL SHAPE, WILL NOT BE ACCEPTABLE. SC1 3-1/2" x 3-1/2" x 1/4" A36 STEEL COLUMN, CONCRETE FILLED, I J I I cli SEE DETAIL ON SHT S-1 1
10. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF _ _ _ _ _ _ _ _ _ _ _
WOOD MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. D-3 5
11. ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT-DIPPED GALVANIZED. • INDICATES #5 VERTICAL REINFORCING BAR M9T_LLF�EFA,I QSA LGB0UT �_2 5 I S-2 •I PROVIDE 2"x " CRO BRACING\@
S_2 w/ -16d NAILS @ OP & OTT.-
ENDS OF REBARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM p CHO DS \ro r . , Drop OR TIE BEAMS WITH A ACI STANDARD 90 18'-2" I II \m p B .
WOOD TRUSSES PLACED AS SHOWN IN THE PLANS. 8.. i I 1
1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPEC- 1 _2.. �' I
IFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS I F ° 0
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. ROVID 2"x4" ROSS RACIN x 3-1, 2" x 1/4" A36 STEEL OLUM , CO CRETE FI �ED,SEE NOTES FOR SHOP DRAWINGS. • N 2-B4 / 2-1 d NAIL @ TO & BO T. CHO DS V_3-1,2"
SEE DETAIL S-•1 SHEET
2. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED 00 N
• • ( GIRDER 3 G= .6 K II RE-FA WOO FLOOR
FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT- j # w TRUSSES 'BY CI ER
DIPPED GALVANIZED. V-10" _ - ._ _ - -•-._.
3. IN HIGHLY CORROSIVE ENVIRONMENTS, CONNECTOR PLATES AS WELL AS THE HURRICANE 19/32" CDX PLYWOOD 11 o �G= .5 K II � \\ I
STEEL. SHEATHING. W 8d COMMON C9 0 _1 _1 1
STRAPS AND ALL THE NAILS, SHALL BE MADE OF STAINLESS / O � o RE-FA WOOD FLOOR 0
4. HANDLING, ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS NAILS @ 6" O.C., FIELD, EDGES, r7 NuSSE BY 0 HER N N
PLATE INSTITUTE RECOMMENDATIONS. AND PERIMETER. El \\ 7,11.7 K 2 K II Ip
5. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. NOT "A" ( 8'-0' ) �I 2
6. CONNECTORS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED IN THE PRE-F B W00 FL00 0" GIRDER #6 II NOTE "A" _ S-2
DRAWINGS REGARDING STEEL YIELD OR ULTIMATE STRENGTH, STEEL GAGE, DIMENSIONS PROVIDE (2) 1/2 /�( 6' LONG �_2 TRUSS S BY THER �I II 8
(LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS 2"x 4" EXP. BOLTS 18"o.c. o o " - - •-•-• -•-•><
OR BOLTS, AND/OR DO NOT HAVE THE SAME GENERAL SHAPE, WILL NOT BE ACCEPTABLE. (IN BLOCK CELL FILLED
7. IN THE EVENT OF A SCISSORS OR "A" TRUSS, OR ANY TRUSS OR GIRDER TRUSS USED AS RT 22 STL STRAP W/ CONCRETE) AT RIDGE 0) II o PRO IDE 2"x4" CRO BRACING.
PART OF A "CATHEDRAL CEILING"; TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND AND AT BOTTOM CHORD 2 - j i II w/ -16d NAILS @ OP & OTT. ID
W 12-16d NAILS ROVID 2"x4" ROSS RACIN 0
SEALED CALCULATIONS of HORIZONTAL THRUST, HORIZONTAL AND VERTICAL DEFLECTIONS S_2 III in I CHO DS
BRACINGS (RAT RUNNERS) / 2-1 d NAIL @ TO & BO T. CHORDS j £ ., TB-2
FOR DEAD AND AND LIVE LOADS SEPARATELY. WALLS, BEAMS, AND COLUMNS HAVE NOT p in III
BEEN DESIGNED TO RESIST ANY HORIZONTAL LOADS RESULTING FROM DEFLECTION OF OVERSIZE HOLE IN MASONRY II
TRUSSES, THEREFORE THOSE LOADS MUST BE REDUCED TO A MINIMUM. TO ALLOW TRUSS SEAT TO
8. ALL SCISSORS OR "A" TRUSSES AND GIRDER TRUSSES, AND ALL TRUSSES AND GIRDER ROTATE DOWNWARD. FILL 2-B4 TB-2 f
I ;
TRUSSES USED AS PART OF ANY "CATHEDRAL CEILINGS" SHALL BE NAILED PERMANENTLY W/ GROUT. ;' i II El
TO HURRICANE STRAPS ONLY AFTER ALL DEAD LOADS, INCLUDING ANY ROOF TILES, ARE I III
IN PLACE. PRIOR TO PERMANENT NAILING, ALL HURRICANE STRAPS MUST BE FREE (TO I HUGHES DTC W/ p. 7._2.. TB-2 I TB 2 I I i II I REV-No
ALLOW FOR TRUSS DEFLECTION). ROOFS WITH CLAY TILES SHALL BE SPRINKLED WITH AN _ (9) 10d x 1-1/2" INTO TRUSS
ABUNDANT AMOUNT OF WATER FOR AT LEAST 1 HOUR BEFORE THE PERMANENT NAILING 1 Q ALL NAILS GALV, COMMON NAILS TB_2 x6 PT LEDGER w/ 5/ (2�� 2 10 P LED E w/ lot
Y II € Y I Q
OPERATION CAN START. THE ROOF SHALL BE CONSTANTLY SPRINKLED WITH WATER DURING N _j UPLIFT = 1294 LBS x 1/2' XP. BO TS 4 0.c, x9 EX BO S ® 12'o.c. S ERE N III C
THE OPERATION. THE CONTRACTOR WILL BE ALSO RESPONSIBLE FOR KEEPING THE ROOF C� 2-B II I I s II �I I Q
SAFELY IN PLACE IN THE EVENT OF HIGH WINDS OR OTHER TRANSIENT LOADING CONDITIONS WRAP TRUSS TOP CHORD - - - - _ - _ _ C2 - - _ - - - �� C8 C1 ' Cl Io
W/ 15# FELT PAPER - - - - - - __ _ - Q 01-24-01
DURING CONSTRUCTION. *** FAILURE To COMPLY WITH THESE PARAMETERS WILL MAKE D D ' ;, p
ya -.- -.-.-.-.-.-.-.- -. -. -.-.-.�.- .-. No. DATE
THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL CONSEQUENTIAL DAMAGES TOP OF CON C. BEAM RB-5
CAUSED BY THE HORIZONTAL THRUST DEVELOPED BY THE ROOF FRAMING DUE TO SUPERIMPOS D ,I.. ELEV. +8'-2" GIRDER 4 g12 I 2-B7 See Sht. T8-2 3 2-B4 TB-2 REVISIONS
LOADING AND TRANSFERRED INTO THE BEAMS, WALLS AND COLUMNS. *** w V=3K 2-D'fC 2-DTC \�\� I S-3 For Dtl. S-2
9. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION U=2.3K V=3K -\ TB-1
DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 5 U=2.3K C7 i C7 C7 10'-8" FOR INFORMATION ONL'
10. THE ARCHITECT AND ITS CONSULTANTS OR DESIGN PROFESSIONALS WILL NOT BE REASON- TB-1 S-2 f7 NOT FOR CONSTRUCTIOI
SIBLE FOR ANY DAMAGE CAUSED AS A CONSEQUENCE OF TERMITE INFESTATION. THE OWNER' 1-D7C CRICKET \
SHALL PROVIDE DUE CARE AND INSPECTIONS TO DETECT TERMITE INFESTATION EARLY W X 12" CON TIE BEAM CO TB-1 �� ® ❑ " n NOT FOR PERMI
ENOUGH TO KEEP THE STRUCTURE SAFE. W/ 4# 5'S CONT. & 2-#5'S o, M NOTE
BENT AT CORNERS 30" (MIN.) Cl--D�"C N n FOR PERMI
11. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE EACH WAY-TYP. S 2 DO NOT CHANGE
USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR fl DRI
SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF I TB-1 TRUSSES/GT./ROOF
RECORD. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS of FRAMING WITHOUT THE \
EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT _ EXPRESS WRITTEN
LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED , CRICKET DETAIL f CONSENT OF THE LEI
PROFESSIONAL ENGINEER. 2-B3 W I
12. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED S-2 SCALE: 3/4" = 1'-O" STRUCTURAL ENG. Z d
TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE 7'-10" -4' 6'-4" -4' U
I
TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. U
21'-4" 16'-10" 11'-8" W C
o rs
Lli
1/2" SHEATHING OVER 5/8" PLYWOOD W/ 8d NAILS @ t� L0
6" AT PANEL EDGES AND 10" @ INTERMIDIATE SUPPORTS
ON 3x8 0�$ OLEDG�R/2" LONG SECOND FLOOR F R A M I N G PLAN 4" b , ,', ' ,I
WRAP TRUSS TOP CHORD
EXP. BOLTS @ 24" o.c. W/ 15# FELT PAPER 1-DTC HUGHES DTC W/ e�
`
(9) 10d x 1-1/2" INTO TRUSS & z I <
2x4 WD. BLOCKING AT PLYWOOD 19/32" CDX PLYWOOD 4-10d THRU SEAT PLATE O
UNSUPPORTED EDGES W/ 10d NAILS HUGHES DTC TRUSS ANCHOR SHEATHING. W/ 8d COMMON ALL NAILS GALV. COMMON NAILS
SEMCO'S HCPLR AND HCPLL UPLIFT = 1294 LBS ' +
w/ 9-10d THRU STRAP AND NAILS @ 6" O.C., INTERMEDIATE,
@ 4" o.c. ( FIRST 4 BAYS EA. END ) _.,
4-10d THRU SEAT PLATE w/ 4-8d THRU TRUSSES AND AND PERIMETER. " m w 1
4" I GALV. COMMON NAILS LEDGER / EACH ANCHOR 3-5/8" METAL STUDS, � L
2x4 CROSS BRACING 24" O.C. •W
cno �
W/ 2-16d NAILS O v w
WOOD BASE
®r�-,
3-5/8" BOTTOM CHANNEL FLOOR DESIGN LOAD:
TOP & BOTTOM 25 GA.) SECURED TO 0 Q
SEE SECOND FLOOR ELEV.+9 -10 FIN, FLOOR ( C c�
2g-2 • • SLAB W/ 3/16' 0 TAP CONS LIVE LOAD 40# P.S.F. O m
FRAMING PLAN FOR LOCATION .� AT 24" O.C. TYP. m o ( 11 ?
T.O.BEAM '•' ( ) DEAD LOAD 27# P.S.F. - O
rn cn
• • e Ld
• PRE-FAB F OOR TRUSSES m
• ELEV. +9'-0" O Q
• t • TOP OF MASONRY J O cn
�. . BEAM SHEET DESCRIPTION
NOTE "A" FRAMING PLAN
PROVIDE 2"x4" BLOCKING AT ALL PLYWOOD
PRE-ENGINEERED
• • HUGHES DTC W UNSUPPORTED EDGES. USE 10d NAILS @ 4" o.c.
WOOD FLOOR TRUSSES (4) 10d x 1-1/2" INTO PAN
(9) 10d x 1-1/2" INTO TRUSS AT ALL PLYWOOD EDGES AND INTERMEDIATE SUPPORTS.
_... 3 FLOOR TRUSS CONNECTION (2) 2"x8" PT. WD. LEDGER w/ 1"0 ALL NAILS GALV. COMMON NAILS
2x4 PT DEAD WOOD S-2 SCALE: 3/4" = 1'-0" x 9" LONG EXP. BOLTS @ 12" UPLIFT = 1294 LBS
SECURED W/ 1/4" 0 x 4" LONG STAGGERED SCALE
TAPCONS @ 12"O.C. CMU WALL 1/2" GYP. BOARD ON MTL. HI-HATS 1 /4=1 '-O'
2 WALL SECTION FLOOR TRUSSES PARALLEL TO WALL AT 16" O.C.
$-2 SCALE: 1" = 1'-O" 5 SECTION PROJECT NUMBER
S-2 SCALE: 3/4" = 1'-0" 4 5 SECTION 5 2000-
TYPICAL TRUSS ANCHOR
S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-0" DATE
5 n;.ARVELO &ASSOCIATES P.E.
STRUCTURAL ENGINEERS
R` #36958 SHEET NUMBER
1 3374 CORAL WAY
y ! MIAMI, FLA. 33145
' l y- �• (305)444-3557 S L