HomeMy WebLinkAboutEngineering i
TED 6 SHOD 's INC. GL
E � �
1350 LP�RO AVENUE D
ET. WERS, FLORIDA 33105 nuc m N
3
SINGS r; WIDE ANCHORING P�AN
146 M.P.H. WIND 5PEED — --
WIND_ DESIGN CRITERIA
EXP05URE "B", CATEGORY 1,
ENGL05ED, INT. FRE55URE
COEFFICIENT t 0.15,
GENERAL NOTES IMPORTANCE FACTOR 011
8. CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND
1. THE CONTRACTOR SHALL BE RESPON51BLE FOR VERIFYING ALL EXISTING CONDITIONS BEFORE PROCEEDING CONSTRUCTION.HE SHALL REPORT ANY
51TE CONDITIONS. DISCREPANCIES TO THE ENGINEER FOR CORRECTION PRIOR TO BEGINNING =
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY WORK.THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WIND 5PEEP
ARCHITECTURAL,STRUCTURAL,MECHANICAL,AND ELECTRICAL DETAIL WORK WILL BE EVIDENCE OF FAULTY WORK AND SHALL BE THE ZONE
AND DIMENSIONS.ANY DISCREPANCIES BETWEEN SUCH DETAILS AND RESPON5151LITY OF THE CONTRACTOR.DO NOT SCALE DRAWINGS.ALL 146 MPH Q
DIMEN5101,15 SHALL BE REPORTED TO THE ENGINEER PRIOR TO WRITTEN DIMENSIONS GOVERN.
PROCEEDING WITH THE WORK. 4. THE CONTRACTOR FOR THIS PROJECT 51441-1-INCLUDE ALL MATERIALS ROOF I
3. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ERECTION PROCEDURE AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT.THE
AND 5EG2NCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS,TOOLS, ROOF 2 -46.3 2 m
COMPONENT PARTS DURING CONSTRUCTION. EQUIPMENT,LABOR,MACHINERY,TRANSPORTATION,HEAT,WATER,UTILITIES, <
4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2004 AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND ROOF 3 -68.5 m Q Qp!
FLORIDA BUILDING CODE.THE WORK OF ALL CONTRACTOR5 SHALL PROPER EXECUTION AND COMPLETION OF THE WORK, 8 U b 9 a
COMPLY WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED 10. THE ENGINEER SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS. WALL 4 -31.8 rz pr
CODE.NO DEVIATIONS FROM THE WORK SHOWN OR REA50NABLY IMPLIED THE DOCUMENTS SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER THIS
1' -L 5 SHALL BE UNDERTAKEN WITHOUT THE ENGINEER'S WRITTEN CONSENT-A CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT WILL -39.3 !A
O
COPY OF WHICH WILL BE FILLED M7H THE CONSTRUCTION OFFICIAL. IMPACT THE PROJECT.ALL DRAWING5 ARE COMPLIMENTARY.THE
5. ANY CHANGES TO OR DEVIATIONS FROM THESE QRAWIN65 SHALL NOT BE DRAWINGS GENERALLY 5HOW THE INTENT OF THE OVERALL COMPLEXITY F s
MADE WITHOUT WITTEN CONSENT FROM THE ENGINEER, AND CONCEPTS OF THE PROJECT,AND DO NOT NECESSARILY SHOW ALL
6. THESE DRMIN65 ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT DETAILS AND CONDITIONS, I Q /�
BE USED WITHOUT HIS CONSENT.DRAWIN65 SHALL NOT BE USED FOR 15WE 11. ALL HEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS AND Lj
SHEET LIST TABLE
OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER. FOOTIG5 SHALL HAVE SOIL P015ONiG UNDER NEW WORK ANP SHALL BE
1. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLE55 THE ENGINEER INSTALLED BY A LICENSED CONTRACTOR.ALL HORK SHALL BE
FROM EXPENSESFINNCCLUDING LEGA FEES AR15ING OUT OF OR RESULTING FROM AGRICULAINST ALL LIABILITY CLAIMS,DAMAGES,LOSSES AND TTURE,5TRUED IN �RALCPEST CONTROL E NITH ALL ADIVISITE O REW-ATION!s RULES, 5HEET NUMBER 5HEET TITLE BY DATE
ERRORS OR OMISSIONS IN THE ENGINEER'S ORAWIGS AND THE DEFINITIONS AND REQUIREMENTS.
PERFORMANCE OF THE WORK BY THE CONTRACTOR.AL WORK AND 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND C-1 I of 5 COVER 5HEET
MATERIAL SHALL MEET THE REQUIREMENTS OF ALL LOCA AND STATE MAINTAINING AL EXISTING SETBACKS,E45EMENTS,AND ANY DEED A-1 2 OF 5 ANCHOR CHARTS
BUILDING CODES AND THE SPECIFICATIONS OF THE NATIONAL 130APD OF RESTRICTIONS.
FIRE UNDERWRITERS.THE DRAKN65 SHOW THE GENERAL ARRANGEMENTS 13. THE GENERA CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP A-23 OF 5 ANCHOR DETAIL5 DATE: 2t4106
AND EXTENT OF THE WORK.AS THE WORK PROGRESSES,THE OWNER AND AND SHALL INCLUDE THE SITE,AND THE BUILDING. THE ENTIRE PROJECT pRN BY: MBR
THE CONTRACTOR,AT NO EXTRA COSTS,SHALL MAKE MODIFICATION5 TO SHALL BE LEFT IN A NEW,CLEAN CONDITION. A-3 4 of 5 ANCHOR DETAIL5 HK
BY: F56
MAKE THE PARTS ALIGN. SCALE: NO 5CAl t
A-4 5 of 5 ANCHOR DETAIL5 Wp,No1 213-015
SrHEET
THFc)F PLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING GORE WJ DECEMBER 12th,2005 AMEN12MENT5 FOR A THREE 5EGOND CsUSTOF 146 M.P.H. I of 5
di
SCHEDULES FOR ANCHORS PLACED VERTICAL INTO GROUND il
� $
MINIMUM a MINIMUM a MINIMUM a MINIMUM a MINIMUM a MINIMUM a MINIMUM a MINIMUM a MINIMUM a MIMMUM,a MINIMUM a MINIMUM a Q id
WIDTH x OP SOIL OF CONIC. WIDTH x OF sOIL OF CONIC. WIDTH x OF SOIL OF CONIC. WIDTH x OF SOIL OP GONG. WIDTH x OF SOIL OP GONG. WIDTH x OP SOIL Of CONIC. J
LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS FE R LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER � 38
SKID SKID SKID SKID SKID SKiD 1
9'xb' 9 3 6x6 9 3 15'x6' 4 3 10'x6' t 3 I'8"x 6' 9 3 13'15"xG 9 3 11 f: ,
9'x 6' 9 3 b'x B' 9 3 8'x 6' 9 3 10'x 6' 9 3 I{'&"x 6' S 3 13'8"x 6' 4 3 Q ry
_ d
9'x ID' b 9 b'x IO' 9 4 5'x t0' t 3 10'x(0' 6 9 9'6"x 10' 6 5 13'8"x 10' 4 9 Q.ry ry
cd 9
4'x12' 6 9 b'x12, 6 5 8'x12' 6 9 10'x12' 6 k U'6"xl2' b 5 13'6"x12' 6 9
9'x14' 6 5 6'xi9' 6 5 15'xI1' 6 k 10'xIT 6 5 IVx19' 6 5 13'8"x19' 6 5 m � v
9'x 16 10 5 b'x Ib' b 5 6'x 16' b 5. 10'x 16' 8 6 0'15"x 16 8 6 13'15"x I6' b 5 u m >
4'x 15' 10 6 6'x 16' 8 6 15'x 115' b 5 10'x 115' 6 6 II'b"x 115' 6 6 13'8"x 18' 6' 6
'T x 20' 12 "1 b'x 20' B b 5'x 20' 6 5 10'x 20' b 6 11'6"x 20' 5 b 13'15"x 20' 6 6 n
_.... ,.,
Ld-
4'x 22' 12 l 6'x 22' 6 b 6'x 22' 10 5 10'x 22' 10 1 G'6"x 22' 10 6 13'8"x 22'
• H.
9'x 29' 12 1 b'x 24' 10 t 5'x 29' t0 5 10'x 24' 10 1 II'6"x 24' 10 "1 13'6"x 21' 8 1
9'x 26' I2 15 6'x 2b' 10 7 6'x 2b' IO G 10'x 26' 10 1 II'8"x 26' 10 1 13'8"x 26' 10 � �' ' �?!I ;'• ., ��; l
9'x 28' I9 6 6'x 26' 10 4 5,x 28' 12 8 {0'x 28' 12 '1 11'15"x 215' 12 "1 13'15"x 26' IO 7 •'�
4'x 30' 14 9 b'x 30' 10 1 5'x 30' 12 6 10'x 30' 12 6 11115"x 30' 12 b 13'8"x 30' 10
4'x 32' 14 9 6'x 32' 12 8 5'x 32' 12 6 10'x 32' 12 6 II'15"x 32' 12 5 13'8"x 32' 12
4'x 31, 16 10 b' x 34' 12 b 15'x 34' 4 9 IO'x 34' 19 8 11'15"x 39' 14 6 13'8"x 39' 12 9 �,
4'x 36' 16 10 6' x 36' 12 6 6'x 3b' 19 9 10'x 3b' 1.1 9 11'8"x 36' 1'6 9 13'6"x 3b' 12 9
4'x 36' 18 II 6'x 315' 19 9 6'x 36' 14 t0 10'x 36' 14 9 11'15"x 36' 16 9 i3'8"x 36' 12 10 33 74
9'x 40' I6 II 6 x 40' 19 9 15'x 40' 16 10 !0''x 40` Ko 9 (1'8"x 40' 16 9 13'8"x -10' 19 10 a]
11'8"x 42' 16 9 13'8"x 42' 14 Z z m a
—o' d
II'8"x 44' 16 10 13'15"x 44' 14 o U
II15"x 46' 16 10 13'6"x 46' 16 12
wato
II'6"x 'fib' 16 10 13'8"x 46' I6 12
11'8"x 50' 20 II 13'8"x 50' IG 13 + w
2 r
13'-8"WIDE ARE TO HAVE 2 `n
SOIL ANCHORS AT THE LJ
_ANCHOR BLOCK NO SCHEDULE ENDwALLs As WELL
REV BY PATE
FOR STANDARD AND BARN TYPE SHEDS AT 19(o MPH 4 ANCHORS
V)
' o
Zin DATE: 2 9106
d ¢ ORN BY, MBR
a cu CHK BY: 1`56
9 ANCHORS `-'C'�' NO`' ALE
G
EXAMPLE 13'-15"BY 22' WA.N0: 219-016
SHEET
rHFSF PLANS HERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE W/DECEMBER 12th,2005 AMENDMENTS FOR A THREE SECOND 6U5TOF 146 M,P.H. 2 of 5
Ulf
NOTE5: +:I() °' N
N
I. BRAIN OF 5LOGKINC7 MUST 10 < a r
1115"x 20 GA.6ALV. RUN PERPENDICULAR TO UM
STRAP RUN FROM ANCHOR CvRAIN OF FLOOR JO!575. LL
Om >u.
2x5 WALL STUP TO FLOOR JOIST AND 2x5 WALL STUD
FASTENED TO JOIST AS
PER APPROVER PLANS BY p Z
2x5 P.T.SOLE 3'-O" FLORIDA RGA. 2x-1 P.T.SOLE 3/5•'P.T.
PLATE CONT. PLATE CONT. PLYWOOD '
STRAP LENGTH
3/5"P.T. P.T.RIM v
PLYWOOD JOIST CONT.
P.T.RIM t,
JOIST CONT, 1/2"MACHINE BOLT W/1 1/2"FENDER P.T.FLOOR 7iols;T
urx td•. i
P.T.FLOOR JOIST
WASHER 7H9U EYE OF,ANCHOR
THRU(2)2x12 BLOCKING ON INSIDE ""f
�, —(2)2xfo P.T.OR „h:;". z` j
(2)2xG P.T.OR of JOIST.SEE NOTE ABOVE
o t2)2x5 P.T. -
(2)2X5 P.T. FINIS
_ _ _ �J1I.
FINISH •.,.-� ! :. :;� ', I --7 - GRAD :III �_ ._. -_:iii .I(I I'I I I� •t
GRADE _ _.- E III - 11
.-1.1;--111 1!_ I!I-.:_i I
t2
)
_.._
,,.
M L
I-�:..I I,._..BEYONP
GROUND ANGHORLIf'- ^^.>,;;`_dt ..I,L.i.,_�' THICK MIN.GONG.
I i I":.
2500 PS{PAD -- _
SEE DETAILS i ... i
_1 i("-"I (SEE SCHED.SH.A q- GROUND ANCHOR t i2)Ifo"x8'k5" _
£SCHED. I !_.^ I!. SEE DETAILS £ I! - i :-I !:!'-THICK MIN.GONG.
SCHED ill I j_:.:.i 2500 PSI PAD
_ :..1 i'...-.:
-,_ SHEET A-5. 1( -:.1 s I (SEE SCHED.SH.A-1) a
STRAP TO ANCHOR EYE ANCHOR TO FLOOR JOIST a ¢ 4
ANCHORJBUIXING CONNECTION ALTERNATE ANCHORING DETAIL $�o o �
** SCALE=Nrs. SCALE:N.T.S.
4 d)O
In
REV BY PATE
MI)ATE-: q/06
SHEET
TWFaF PI ANC, WERE DE5I6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDIN6 CODE MU DECEMBER 12th,2005 AMENDMENT5 FOR A THREE SECOND 6U5T0F I46 M.P.H. 3 of 5
2x4 WALL STUD a $$
2x9 WALL STUD N0TE5:
® 2x4 P.T.SOLE
I. GRAIN OF BL0GKIN6 MUST P.1 FLOOR JOIST
2x4 P.T.SOLE RUN PERPENDIGULAR TO PLATE CONT. Q � -
6RAIN OF FLOOR J0I5T5. P.T.Rln
PLATE CONT. ,/Y JOIST CONT. J
3/9"P.T. Ill �z
1/2'MACHINE BOLT PLIWOOD
W/NU1 AND WASHER 3/9'P.7. o O F Q-
PL'MOOD
'� P.T.FLOOR JOIST = 9't U -
M 11 I:, (2)2x6 P. OR ~ a� aryl
9" 2x12 BLOCKING .'.' FINISH _ 2)2X9 P.T. o ry r
SEE NOTE (2)2x6 P.T.OR GRADE ' - - '. - ( �- r ry
FINIS I I -:.�I I --L, Q - r
= GRADE ----' - ._.._ -!
DETAIL xX Y _. __
—I • EXISTING CONC.SLAB TO OP m
_ _ _ _ DETAIL Y I:: $ XQ
P.7.RP7 -� i- -- i i -- --III- -- I I -- ! :.-: I I �I �, CONSTRUCTED BY THE PROPERTY
-- I-�1 I --..I I 1 r-XISTING CONC.SLAB TO RF ST7LELRES7 DOUBLE._... I .- :I I i-•-----�_�- I,,I--- --- _I
JOIST Cha S I OUB I I I:. . .• I:-- I•I/8=WIRE AIRCRAFT C0NMUCIED BT THE PROPER'I i TENSION HEAD(916000):--I I I� -III--�-L I I I- •III SECTI0NNIBA0113RWITH 2 N5 REBAR
S7 EGREST DOUBLE _� CABLE FROM RP1
TENSION HEAD(986000) �---_ .-.I 1 OWNER IN ACCORDANCE WITH FASTENED W/5/8k3"HEX-,_-:"��. I I i - •"f�•
FASTENED W/5/8"x3"He J0IS1 TO HUGHES SECTION 115091.3 WITH 2 05 MAR HEAD EXPANSION BOLT- i""""� I=.:-"
'--- --I I/9"x 20 GA GALV.
HEAD EXPANSION BQLT III-=-I I I--I_I I-ONLi ANCHP{t '411060)REFER TO I__:_i f I-- STRAP RUN OVER FLOOR { "
(98(060)REFER TO-_- ' I I- „*I A-I FOR NUMBER REOUIRED x�r
I I— 1—III-I I JOIST AND FASTENED >. ?; �•„
CHART 6 A-9 --, TO TENSION HEAD
SEE DETAIL"TP' p•'., v
AIRCRAFT GABLE TO ANCHOR STRAP TO ANCHOR y,; -p :'I'=/•%;(' f!�:•
(05LTERNATE ANCHORING DETAIL t0 SLAB ALTERNATE ANCHORING DETAIL TO SLAB
;�..
ALE:N.T.S. � SCALE:N.T.S.
2x4 WALL STUD 'f�V:
�l
STRAP RUN FROM ANCHOR 2x9 WALL STUD
2x9 P.T.SOLE TO FLOOR JOIST AND d
PLATE CONT. FASTENED TO JOISTP
ry
I'x9'k20 GA.
STEEL STRAP
ZZ a W
STRAP LENGTH 3/9"P.T. V ORE
PLYWOOD _
2xP.T.SOLE
PLATE
TE CONT. <
2z8 P.T.SOLE
r P.T.FLOOR JOIST 5 I/9" EXISTING CONC.SLAB TO BE
in .. 9.• BASE CONT. CONSTRUCTED BY THE PROPERTY LL S
P. RIM OWNER IN ACCORDANCE WITH w n
SECTION 100913 WITH 2 45 MAP. p� � _
JOIST CONT. (2)2x6 P.T.OR
�B
FINIS (2)2X9 i P7 4
ADE-..:
GR _
-_
I--.
: DE7141L ZZ -1l_L::..:.,._..-.._.I . • ,: '�;--:.�_.., ._�___
:i- F
- INIsH
I ._..... __I
SMECREST DOUBLE EXISTING CANL.SLAB 10 BE GRA
TENSION HEAD(986000)I ..._- -.--' OWNER
ACC RD THE PROPERTY
I '• .I•i-
-_.II ._. .III::-: 11-.. I�'....1�:
FASTENED W/5/Bk3"HE% i..'_.. OWNER IN ACCORDANCE WITH :: I._-I -' ;�---'I: ..I I i` I/
'I:: `I SECTION 180913 WITH 2 x5 MAR
I '- -
'I !._.._' :..::.� '!:-_'I �I/2"EXPANSION B0L1 EMBEDDED
HEAD EXPANSION BOLT_... j:I 1 1 1_. IN LONG.WITH FLAT WASHER REV BY DATE
(9810GO)REFER TO'--'....I I I::....,. I -I 1177_III_ I! :..::I':. .; � .. I .� SEE CHART 5 A-9
CHART I A-I
-- - - DATE: 2/9/06
STRAP TO ANCHOR BUILDING TO SLAB ORN BY: MBR
* ALT�!RNA.TFAN.CH0.R1NG DETAIL t0 SLAB INSTALLATION ON EXISTING CONC.. SLAB GHKBY: FSG
SCALE: NO SCALESCALETB. SCALE:N.T.S. wo.No: 273-015
SHEET
THESE FLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING GORE IV DECEMBER 12th,2005 AMENDMENTS FOR A THREE SECOND GUSTOF 146 M.P.H. 4 of 5
o
4
10 x 15*I-G, a-
STEEL ROD IXG SKID I
1,16 MPH (L 141
MAXIMUM SPACING
FOR SHED LENGTH
WIDTH - HA wil
OF EYE ANCHORS
i.n
G1 (2)1bx8 50LID
CONCRETE PAL) di 9
rN
lo, m
HELIX: AL
'I GA.x 1,0
WITH 2"PITCH SfE! SHEET A-1 FOR ANCHORING AND BLOCKING SPACrING -.3
(TYPICAL)
NOTES:
I. ANCHORS PLACED AT 10"MAX • P A
FROM END OF BUILDING,
Z MINIMUM Or TWO ANCHORS
EACH SIDE OF BUILDING M ANCHORS
f
EYE ANCHOR 5LOCKINr
SCHEDULE
Nb
SCALE:N.T.S.
V('2)K-11 xb`X1.,GONG.
PADS(TYP.
A-4
K(D MPH KG MPH
MAXIMUM SPACING A' 11
It'G M XIMUM SPACING UIL
FOR SHED LENGTH FOR SHED LENGTH z
ANCH09S <
O'--11. 2
-11—FJ
WIDTH Of AIRCRAFT CABLE! WIDTH OF HII-TI Kwir,BOLTS
oa
C,e" g w
G. I. ANCHORS FOR THE BUILDING CORNERS MUST NOT
G. 1`1011 DF-MORE THEN 2'-0"MAX FROM THE!BUILDING CORNERS. d)n� :11:0
PADS MUST BE!LOCATED UNDER ENDS Or SKIDS. 9�2 0
10' ANCHORRIN�IGOI BLOCKING PLAN
�IPLIAIN
SCALE:
13'75" REV BY DATE
GONG.PADS SPACE![) PER
NOTS' NOTIES CHARTS ON SHEET A-1
I. ANCHORS rI-ACeP AT 5"MAX L ANCHORS PLACED AT T"MAX
FROM END OF BUILDING FROM END OF BUILDINC, 2/q/06
2. MINIMUM Of TWO ANCHORS 2. MINIMUM Of TWO ANCHORS -UR-NBY- HBR
EACH SIDE Of BUILDING EACH SIDE Of BUILDING
GHK BY; FSC,
SCALE: NO 5GALE
AIRCRAFT GABLE HILV KIVIK BOLT W.0.NO: 215-015
*
SCHEDULE SCHEDULE SECTION
N.T.S.
SHEET=,!SqE-N.T.S. SCALE:N.T.S. @ SC A-4
ITHE5E PLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE VV DECEMBER 12th,2005 AMENDMENTS FOR A THREE SECOND 6U5TOF 146 M.P.H. 5.of 5