HomeMy WebLinkAboutPLANSGIRTS:
THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 10'-6",150 MPH, EXP.'C'
WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA
BUILDING CODE, CHAPTERS 16,20 AND 23, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION .
OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2015 EDITION.
VABLE 1
MAIN ROOF MEMBER SCHEDULE
MEMBER
IMARKIMANFJ WEIGHT ATERIA THICKNESS
ILENGTH DESIGN BASIS
# I SKIN I PAN I SKIN
I FT. IFL. PROD. APPR.
PAN ROOF #1
RHINO PAN
1 PR1 I (OR =) 10.024"x3^x12^ ALUM 1 3" 1 0.024"
I I I (OR EQUAL) I I I
10 METALS, USA
I IFL18464.1
TABLE 2 MAIN MEMBER SCHEDULE
MEMBER
IMARKI
SIZE
I MATERIAL
I TYPE
I THICKNESS
ILENGTH DESIGN BASIS
b x t
I ALLOY
I
W
F
FT.
COLUMN# 1
COLUMN# 2
ROOF BEAM # 1
CARRIER BEAM # 1
KNEE BRACES' .
C1
3x3-9
ALUM
TUBE
0.090
0.090
10'-6"
CALCULATION
C2
3x3.9
ALUM
TUBE
0.090
0.090
12'-0"
CALCULATION
R1
2x3
ALUM
HOLLOW
0.050
0.100
7'-9"
CALCULATION
CBI -
2x6
ALUM
.SMB
0.050
0.120
.10'-0"
I CALCULATION
KB
2x2-9
ALUM
HOLLOW
0.090
0.090
I'-5"
CALCULATION
NOTE: "THE 2x2x0.090 MEMBER CAN BE REPLACED WITH 2X3 HOLLOW. IF DESIRED.
THIS PAN ROOF COVERED AREA (DRIVING RANGEI IS LOCATED IN A RURAL AREA ON THE WEST SIDE OF US ROUTE 1
(FEDERAL HWY) VERY NEAR JUANITA AVENUE IN FORT PIERCE. THE COVERED AREA HAS MANY OPEN SPACES
AROUND IT. UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS
ENCLOSURE SHALL BE CALLED AN EXPOSURE'C'. ACCORDING TO THE COMPUTER PROGRAM "WINDSPEED BY
LOCATION", A PRODUCT OF APPLIED TECHNOLOGY COUNCIL' THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK
CATEGORY I STRUCTURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 146 MPH. TO ENSURE COMPLIANCE
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE THE DESIGN PARAMETERS BEING USED HERE ARE 150
MPH WIND LOAD, EXPOSURE 'C', RISK CATEGORY I.
THE PAN ROOF COVERED AREA IS 10'-6" IN THE FRONT AND 12'-0" IN THE BACK FACING THE DRIVING RANGE WITH A
RUN OF 7'-9", WHICH GIVES THE A SLOPE OF ABOUT 2.3 INCHES PER FOOT. ALL SIDES WILL BE OPEN. THE NEW PAN
ROOF COVER IS BEING ERECTED ON AN EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS EXISTING
SLAB IS 16 FEET WIDE, WHICH GIVES 4 FEET IN FRONTAND 4 FEET ON THE BACK OF THE COVERED AREA. TOGETHER
WITH # 5 REBARS, AS SHOWN ON SHEET 2. THIS FOUNDATION IS ACCEPTABLE FOR THIS PAN ROOF SCREEN
ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE PAN ROOF CONNECTION DRAWING IS SHOWN ON
SHEET 3. NOTE THAT THE PAN ROOF CONNECTIONS AND THE POLY ROOF CONNECTIONS ARE ESSENTIALLY THE
SAME AND THEREFORE THE CONNECTIONS ON SHEET3 ARE ACCEPTABLE FOR USE FOR THIS PAN ROOF. THERE ARE
ADDITIONAL CONNECTIONS ON SHEET 4.
TO ASSURE STABILITY IN ALL DIRECTIONS THERE WILL BE A TOTAL OF 84 KNEE BRACES INSTALLED NEAR THE
ROOF OF THE COVERED AREA. THE LOCATION OF THE KNEE BRACES ARE SHOWN ON SHEET 2. THE SKETCH FOR THE
KNEE BRACES IS SHOWN ON SHEET 4.
THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE FLORIDA BUILDING CODE (FBC), 5TH
EDITION (2014) BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A.
THE AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR TABLE I ARE APPLIED.
A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT 10'-6", 150 MPH, EXP.'C'
B WIND IMPORTANCE FACTOR (0.0707) AND BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND
AREA LOCATION WIND SPEED PER FBC, FIGURE 1609C. BUILDING CLASSIFICATIONYER TABLE 27.2-1, ASCE 7-10.
C DESIGN PRESSURE: FOR SOLID ROOF @ 32.54 PSF PER TABLE 2002.4.
D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC.
F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):,
A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE.
B FASTENERS: ALUMINUM ALLOYS #2024.T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF
DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS.
ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
INSTALLATIONS UTILIZING THE SUBJECT METHODS. ALL KICKPLATES SHALL HAVE 24 MILS THICKNESS OR STRONGER.
C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58 % OPEN MINIMUM.
OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. SCANNED
D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. 13Y
E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. �+4 Lucie C�()r
F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW OR SMB MEMBER, RESPECTIVE
G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT
SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER.
H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER.
1 IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED.
3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS,
KNEE BRACING, COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER
ANCHOR DETAILS, ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS
SPECIFICATION, SHALL BE IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL
CONNECTIONS SHALL MEET THE FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4 WHERE A CONNECTION DRAWING CALLS FOR A SHEET METAL SCREW AND THE CONNECTION IS BEING MADE TO WOOD IT
IS ACCEPTABLE TO USE THE SAME SIZE AND NUMBER OF WOOD SCREWS TO COMPLETE THE CONNECTION.
5 ALL STRUCTURES ERE: TED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS
SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE.
r
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
ANY TWO BEAMS MUST BE THE LISTED SPACING, +1- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS:
A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH.
B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER WITH MINIMUM ENGAGEMENT OF 2-114".
8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS,
C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE,
D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF AePLICABLE.
9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x WAND TWO #5 REBAR FOR LARGER FOOTERS.
10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS:
A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED,
B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE.
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING.
1
12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL,
PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT.
PAN ROOF COVERED AREA
DWG. # SFAP-2016-107, REV. 0
June 30, 2016
SHEET 1 OF 4
GENERIC DESIGN DATA
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
Sg9_,'I I[fNA
NAME:
GRIP $ RIP DRIVING RANGE
ADDRESS:
3847 N. US HWY-1
CITY/STATE:
FORT PIERCE FL 34946
COUNTY: -
ST. LUCIE
SIT:- �� � �!!° •
DRAWING IS ONLY ACCEPTABLE
BUILDING PERMITS & ONLY WHEN IT
THE ENGINEER OF RECORD'S RAISED
_. COPIES ARE NOT DEEMED VALID.
R. A. DUNLEA, P.E. AND SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART
WITHOUT THE WRITTEN CONSENT OF
R. A. DUNLEA.
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunleaOlcenturvlink.net
FLORIDA P.E. Lic. No. 42835
pt17 H 0/yY
NO. •�
° It %6
:530°•° AT F :
iaotC� •�<ORIDP'••• ���o
4'-0"
7'-6"
16'-0"
10'-0"
I
LEFT SIDE ELEVATION VIEW
(RIGHT SIDE VIEW IS MIRROR IMAGE)
1'
V
DRIVING RANGE
SITE SPECIFIC DRAWING
DRIVING RANGE
DRIVING RANGE
<_KB
3" x 12"
\Ci'
3" x 12"
<_KB
\1'
3" x 12"
<-KB
(TYP.)
ALUM.
ALUM.
ALUM.
(TYP.)
<-R1
PAN
<-R1
<-RI
PAN
<-R7
<_RI
PAN
<-R1
<-R7
<-2x3
ROOF
<_2x3
3x3
<-2x3
ROOF
<-2x3
3x3
<_2x3
ROOF
<-2x3
<_2x3
R1->
R1->
w/ 0.024"
Ri->
(TYP.)
R1->
w/ 0.024"
R1->
(TYP.)
Ri->
w/ 0.024"
R1->
R1->
2x3->
2x3->
THICK
2x3->
2x3->
THICK
2x3->
2x3->
THICK
2x3->
2x3->
<-KB
<_KB
<_KB
PLAN VIEW
J
x -Ic - A UIYI.
rAN KUUr
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<-KB
<-KB
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(TYP.)
!'-0..
<-C2
<-3x3
<-C2
<-3x3
<-C2
<_3x3
<-C2
<_3x3
<_C2
<-3x3
<-C2
<_3x3
<_C27<-3x3<-3x3
<-3x3
C2
<-C2
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II 10'-01, II
10'-01, II 10'-01, II 10'-0" II 10'-0" II 10'-01, II 10'-01, II 10'-0" II- 10'-01, II 10'-01, II 10'-01, II 10'-0" II
10'-0" II
10'-01 II
IN
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BACK ELEVATION VIEW
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YP.)
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<-C1
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<-C1
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3x3xx3
<_3x3
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<-3x3
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10'-0" 10'-0" 10'-0"
10'-0"
10'-0" 11
10'-0" 11 10'-0" H
10'-0"
10'-0"
143'-9"
FRONT ELEVATION VIEW
:2
ix3
PAN ROOF COVERED AREA
DWG. # SFAP-2016-107, REV. 0
June 30, 2016
SHEET 2 OF 4
SITE DESIGN DRAWING
HEIGHT 10'-6", 150 MPH, EXP.'C'
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
LOCATION:
NAME:
GRIP & RIP DRIVING RANGE
ADDRESS-
3847 N. US HWY-1
CITY/STATE:
FORT PIERCE, FL 34946
COUNTY:
ST. LUCIE
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
1 THE VILLAGES, FLORIDA 32159
Ix3 (772) 285-6444, (352) 750-6207
bobdunlea(o)centulvli nk.net
FLORIDA P.E. Lic. No. 42835
*� NO �
b j?�
TF 4 - j
F
ZON T i STRULfURE:
VCON.CRETE .
Ma
ENDSTO.2: 500NO ..
iPLTCilNG CLiVCRETE
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2' NOMWAL STRUCTURAL (ELITE\
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BOTTOM. ADO (2) SHS 2' 8 4" FRON EAOI TAPOONS, 2k' hL 4• FROM ENDS,
END O IRE ENO TOP & BOTTOM WAVY14' MAX O.C. TO HOLLOW BLOIX
)HEST CAULKTOP & BOTTOM CONTINUOUS
t NCLOSURE T O CONCRETE U CK
ANCHORING DETAIL
SEE GENERAL NOTE #10 DR ATMN
5FECIFIC
COLU"N'PFiR_'T ES OR 3'X35u'�-%' ANGLE VM (i),% 33y i% EMBED.
S SEALED. ITE TAPCGNS W/%'".WASHBW i DUEERTO
ORAWINGS/CALCIILATIONS I SLAB, Yh" A^ART & 3' FROM SLAB EDGE & v)
014 SMS TO COWHN,%' FROM ANGE EDGES,
ONE LOCH SIDE OF COLUMN
I
NEW]EOSTiNG ADMU N SOLO & NGFOOTING- BEE SITE SPECIFIC
DETATLDt# ADDT-OONAJ- FOOTING E3{6HdEBUf1G F1EE('
EAVE BEAM CONNECTION @ WALL
SEE GENERAL H=cc #10 FOR LIMIT TID
-- EPS Par -
-- :•'• NSMASR€gURIEDWHEJ
ROOF : - : :.: •. = + •. CONNECTING TO WALL)
ijf THKWLTTHROUGH
2-.3-4V ANGLE TO ROOF,
o n 3a••3a�' ANGLE FASTENED TO INSIDE &
RY
BOTTOM OF CARBEM{ W/ I-1)
. PEA Lr"i THRUWL SIDE, (S) 314 WAS BOTTOM,
FAStENEDTO CBS WALL W/ (2) Y.'XiYi
TAT-,'•Lf, ?:Mi:SEA4ID EMBED TAPCONS ORTO W000 (MIN 21C,
l.. _. .:':—'SPECIFIC _MF.-C-&ITYOY CTHERS7 NR}i (3)#14s135•
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(OPT)
OPTION 1:LSEW LAG. BOLTS
W/ 1' MINW . ASHER DIAMETER,
1' MWI. LONGER THAN PANEL
THICKNESS SPA® PER LAG
SPACING TABLE TM OET.43_
ORION 2: 11 THRUBOLTS TO
ROOF, 4- FROM ENDS & 17"
O.r_ TO 2'YL"sS¢' ANGLES
(EITHER SIDE IF REQLWIED 13Y
BLIUMNG OEFO.
SHE a 1E�
TOP A 3�OM
`NL= WALL LOAD
1, "° ° ° RL= ROOF LOAD
ARRY SITE PER FABLES OR
SCALED 51(E SPECIFIC
OPAWING QCALOR.ATIONS
BOTH OPTIONS: (2)aA-TIR010OLTS,
0 o CARRY BEAN TG OOLUMN
a n MOTCH.OILUM01 IN C WM TO Fir
n CARRY BET. SNUG
WI H OPTIONS 3Y{�;' ANGLE, (5)
_14 SMS EA LM, EA SIDE OF COW MN
COLUMN H R TABLES OR SEALED SUM
SPECIFIC DRAWING/CPLCULSDOHS
YE 3 aG °PAmc TASL=
EXP' I� 14'AA24')4',D.032'
L00 3 19
11U B I Py ' �' O.0 1P 9.i..
°a s 1a� bB.3.aNalarit
? C 30 3' O.G 10' O.C.
130 C P3�0 Q PE3 I T6] PE Z
1d0 C PSF - ANZ s AN
150 C
SECTION AT SIDE'OF ROOF PANEL
W LAGS, 4• FROM ENO a 24- MAX- O.G, I.- MW
#L /, `LONGE4 THAN PANELTIO0V3 TO SECURE ROOF
SMS to - / TO NON4 1UMAAY WALLS ONLY- CAULK AL SCREW
7'(P. TOP & / HEADS'
BOTTOM ,
ERE ROOF
PANE
2X 2 BOX
END GAP I'QM.
OR
VALANC.
K)
0.093'.
2-XS' X
SIDE 0.093' TUBE
TSEE
TABLC-
c
BELOW1 v
5IM: r X 2' x
-#14 SINS 0,0454 a 3.
® ENDS L- X 0.093"
24'O_C. (NarsimWN)
MAX TOP
a (OZOM
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.125.
r
C
a OcRH AS
(i' FDIC)
�---2' OR 3' —
O D I�2"�'kYe ANGLE, (3) -1+ S SEA
LEG, E4 SIDE OF BEAM
BEAM SPLICE
OVER COLUMN
(ljY.'LAG BOLTH4F a
EACH aRTtY BEan _(�,
(� _- PANETFRuOYFSs
'TOE OF 7L.11c
y�cnq x+m� -
1 awJVS
OUT
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5° WIDE Xw �4GL�7777777 ' -7 1 ..:.
MOE OF GI-.v3Y 3ExN T
SECTION AT BEARING
COLUMN -- .
EU TE TYPE 'El
GUTTER OPTIONAL
USE W LAG BOLTS W/ 1" MIN.
WASHER DIAMETER, 1" MIN_ LONGER
THAN PANELTHICKNESS SPACED PER
LAG SPACING TABLE 2.
S32XY,'SMS @
16" TYP. TOP &
o " ` EPS POLY
0 0 o u ROOF
`SHOW
112
SLOPE
ADAPTOR
SHOWN
-CARRY BEAM PER TABLES
25 X 1.5 MIN. @ SIDE
-•YvntNrA�i �'lING TO .
aL• 4 )MINUMISETRUF.45TFiI1 x
3%4") Ai 8' O.C. FQR UP. FOR GOMPOSITE-ROOFS:
TO 130 MPH`-YANGSPEED I #10 X Vl+:12763- CS M
EXPOSURE'D`Q O.E.-FUR. l 1-1/4'0FENDER:.IyASHERS
ABOVE130 MPH AND UP TO : a�1 ITT O.C,XULNEEjR.
_144MR-ISMNOBPEED PANELTrOgKNF=s
EwOSURE 9), 1" @ ROOF BEARING ELEMEW4
(SHOWN) AND.24*0;C. a
CALIL'1.'ALL EXPOSEDSC." NON-BEARINGELE;�ENT(SIDE'
: HEADS r&WASHERS WALLS?
' FOP PAN ROOFS:
F:
- _ - - - (31EACH 98x IP2n.LONG S_M-1
- = PER 1'.PAI F�L t^il aid'
-- - /CLEIYvtFNUAiPAh4lSASF{ER
- p
ROOFPANEL
S0PPORFFNIS BEAN)
RO.OFPe:?4ELT-b BEAM FASrENIPIF;=r�F=-fA i
PLACED WITH THREE (3) SS 1/4" BOLTS, NUTS AND LOCK WASHERS IF DESIRED
3x3 POST > BUCKET THICKNESS NOTE: THE TAPCONS CAN BE REPLACED
MUST BE 118 MIN WITH TWO (2)1/2" WEDGE ANCHORS
mfl
-,t*' ,, (REDCAP, HILTI, OR EQUAL) WITH 2-1/4"#14 SMS4 t MINIMUM EMBEDDMENT. ALSO, IF BUCKET IS
3 SMSCKET BEING ATTACHED TO WOOD USE THE 3/8"- 3"
PERSIDE a ;' i = WOOD SCREWS, W/ 1-1/4" WASHERS, TO
3(6 TOTAL) � ., SECURE THE BUCKETS. WEDGE ANCHOR
�. r")'✓aK`; MUST BE EQUAL OR HIGHER STRENGTH.
CONCRETE TWO (2)
3/8"-3- CONCRETE
LDT38212-> TAPCONS 2.114"
(OR EQUAL) 1 (MIN. EMS.=2.1/4")
2- Min. 3" X 3" BUCKET CONNECTION
PAN ROOF COVERED AREA
DWG. # SFAP-2016-107, REV. 0
June 30,2016
SHEET 3 OF 4
POLY ROOF CONNECTIONS
HEIGHT 1W-6", 150 MPH, EXP.'C'
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
LOCATION:
NAME:
GRIP & RIP DRIVING RANGE
ADDRESS:
3847 N. US HWY-1
CITY/STATE:
FORT PIERCE FL 34946
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
1 2 3
Y
5 6
7 8 9
10 11
NOTE: DRAWINGS ARE
NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobd unlea(ftenturvi ink.net
FLORIDA P.E. Lic. No. 42835
�e�''-eNTHONV
/l • cc
OF Aj
SECTION AT SIDE'OF ROOF PANEL
W LAGS, 4• FROM ENO a 24- MAX- O.G, I.- MW
#L /, `LONGE4 THAN PANELTIO0V3 TO SECURE ROOF
SMS to - / TO NON4 1UMAAY WALLS ONLY- CAULK AL SCREW
7'(P. TOP & / HEADS'
BOTTOM ,
ERE ROOF
PANE
2X 2 BOX
END GAP I'QM.
OR
VALANC.
K)
0.093'.
2-XS' X
SIDE 0.093' TUBE
TSEE
TABLC-
c
BELOW1 v
5IM: r X 2' x
-#14 SINS 0,0454 a 3.
® ENDS L- X 0.093"
24'O_C. (NarsimWN)
MAX TOP
a (OZOM
t LL__
.125.
r
C
a OcRH AS
(i' FDIC)
�---2' OR 3' —
O D I�2"�'kYe ANGLE, (3) -1+ S SEA
LEG, E4 SIDE OF BEAM
BEAM SPLICE
OVER COLUMN
(ljY.'LAG BOLTH4F a
EACH aRTtY BEan _(�,
(� _- PANETFRuOYFSs
'TOE OF 7L.11c
y�cnq x+m� -
1 awJVS
OUT
G:RRr REAM � " _
.1.—',_ .
5° WIDE Xw �4GL�7777777 ' -7 1 ..:.
MOE OF GI-.v3Y 3ExN T
SECTION AT BEARING
COLUMN -- .
EU TE TYPE 'El
GUTTER OPTIONAL
USE W LAG BOLTS W/ 1" MIN.
WASHER DIAMETER, 1" MIN_ LONGER
THAN PANELTHICKNESS SPACED PER
LAG SPACING TABLE 2.
S32XY,'SMS @
16" TYP. TOP &
o " ` EPS POLY
0 0 o u ROOF
`SHOW
112
SLOPE
ADAPTOR
SHOWN
-CARRY BEAM PER TABLES
25 X 1.5 MIN. @ SIDE
-•YvntNrA�i �'lING TO .
aL• 4 )MINUMISETRUF.45TFiI1 x
3%4") Ai 8' O.C. FQR UP. FOR GOMPOSITE-ROOFS:
TO 130 MPH`-YANGSPEED I #10 X Vl+:12763- CS M
EXPOSURE'D`Q O.E.-FUR. l 1-1/4'0FENDER:.IyASHERS
ABOVE130 MPH AND UP TO : a�1 ITT O.C,XULNEEjR.
_144MR-ISMNOBPEED PANELTrOgKNF=s
EwOSURE 9), 1" @ ROOF BEARING ELEMEW4
(SHOWN) AND.24*0;C. a
CALIL'1.'ALL EXPOSEDSC." NON-BEARINGELE;�ENT(SIDE'
: HEADS r&WASHERS WALLS?
' FOP PAN ROOFS:
F:
- _ - - - (31EACH 98x IP2n.LONG S_M-1
- = PER 1'.PAI F�L t^il aid'
-- - /CLEIYvtFNUAiPAh4lSASF{ER
- p
ROOFPANEL
S0PPORFFNIS BEAN)
RO.OFPe:?4ELT-b BEAM FASrENIPIF;=r�F=-fA i
PLACED WITH THREE (3) SS 1/4" BOLTS, NUTS AND LOCK WASHERS IF DESIRED
3x3 POST > BUCKET THICKNESS NOTE: THE TAPCONS CAN BE REPLACED
MUST BE 118 MIN WITH TWO (2)1/2" WEDGE ANCHORS
mfl
-,t*' ,, (REDCAP, HILTI, OR EQUAL) WITH 2-1/4"#14 SMS4 t MINIMUM EMBEDDMENT. ALSO, IF BUCKET IS
3 SMSCKET BEING ATTACHED TO WOOD USE THE 3/8"- 3"
PERSIDE a ;' i = WOOD SCREWS, W/ 1-1/4" WASHERS, TO
3(6 TOTAL) � ., SECURE THE BUCKETS. WEDGE ANCHOR
�. r")'✓aK`; MUST BE EQUAL OR HIGHER STRENGTH.
CONCRETE TWO (2)
3/8"-3- CONCRETE
LDT38212-> TAPCONS 2.114"
(OR EQUAL) 1 (MIN. EMS.=2.1/4")
2- Min. 3" X 3" BUCKET CONNECTION
PAN ROOF COVERED AREA
DWG. # SFAP-2016-107, REV. 0
June 30,2016
SHEET 3 OF 4
POLY ROOF CONNECTIONS
HEIGHT 1W-6", 150 MPH, EXP.'C'
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
LOCATION:
NAME:
GRIP & RIP DRIVING RANGE
ADDRESS:
3847 N. US HWY-1
CITY/STATE:
FORT PIERCE FL 34946
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
1 2 3
Y
5 6
7 8 9
10 11
NOTE: DRAWINGS ARE
NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobd unlea(ftenturvi ink.net
FLORIDA P.E. Lic. No. 42835
�e�''-eNTHONV
/l • cc
OF Aj
O D I�2"�'kYe ANGLE, (3) -1+ S SEA
LEG, E4 SIDE OF BEAM
BEAM SPLICE
OVER COLUMN
(ljY.'LAG BOLTH4F a
EACH aRTtY BEan _(�,
(� _- PANETFRuOYFSs
'TOE OF 7L.11c
y�cnq x+m� -
1 awJVS
OUT
G:RRr REAM � " _
.1.—',_ .
5° WIDE Xw �4GL�7777777 ' -7 1 ..:.
MOE OF GI-.v3Y 3ExN T
SECTION AT BEARING
COLUMN -- .
EU TE TYPE 'El
GUTTER OPTIONAL
USE W LAG BOLTS W/ 1" MIN.
WASHER DIAMETER, 1" MIN_ LONGER
THAN PANELTHICKNESS SPACED PER
LAG SPACING TABLE 2.
S32XY,'SMS @
16" TYP. TOP &
o " ` EPS POLY
0 0 o u ROOF
`SHOW
112
SLOPE
ADAPTOR
SHOWN
-CARRY BEAM PER TABLES
25 X 1.5 MIN. @ SIDE
-•YvntNrA�i �'lING TO .
aL• 4 )MINUMISETRUF.45TFiI1 x
3%4") Ai 8' O.C. FQR UP. FOR GOMPOSITE-ROOFS:
TO 130 MPH`-YANGSPEED I #10 X Vl+:12763- CS M
EXPOSURE'D`Q O.E.-FUR. l 1-1/4'0FENDER:.IyASHERS
ABOVE130 MPH AND UP TO : a�1 ITT O.C,XULNEEjR.
_144MR-ISMNOBPEED PANELTrOgKNF=s
EwOSURE 9), 1" @ ROOF BEARING ELEMEW4
(SHOWN) AND.24*0;C. a
CALIL'1.'ALL EXPOSEDSC." NON-BEARINGELE;�ENT(SIDE'
: HEADS r&WASHERS WALLS?
' FOP PAN ROOFS:
F:
- _ - - - (31EACH 98x IP2n.LONG S_M-1
- = PER 1'.PAI F�L t^il aid'
-- - /CLEIYvtFNUAiPAh4lSASF{ER
- p
ROOFPANEL
S0PPORFFNIS BEAN)
RO.OFPe:?4ELT-b BEAM FASrENIPIF;=r�F=-fA i
PLACED WITH THREE (3) SS 1/4" BOLTS, NUTS AND LOCK WASHERS IF DESIRED
3x3 POST > BUCKET THICKNESS NOTE: THE TAPCONS CAN BE REPLACED
MUST BE 118 MIN WITH TWO (2)1/2" WEDGE ANCHORS
mfl
-,t*' ,, (REDCAP, HILTI, OR EQUAL) WITH 2-1/4"#14 SMS4 t MINIMUM EMBEDDMENT. ALSO, IF BUCKET IS
3 SMSCKET BEING ATTACHED TO WOOD USE THE 3/8"- 3"
PERSIDE a ;' i = WOOD SCREWS, W/ 1-1/4" WASHERS, TO
3(6 TOTAL) � ., SECURE THE BUCKETS. WEDGE ANCHOR
�. r")'✓aK`; MUST BE EQUAL OR HIGHER STRENGTH.
CONCRETE TWO (2)
3/8"-3- CONCRETE
LDT38212-> TAPCONS 2.114"
(OR EQUAL) 1 (MIN. EMS.=2.1/4")
2- Min. 3" X 3" BUCKET CONNECTION
PAN ROOF COVERED AREA
DWG. # SFAP-2016-107, REV. 0
June 30,2016
SHEET 3 OF 4
POLY ROOF CONNECTIONS
HEIGHT 1W-6", 150 MPH, EXP.'C'
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
LOCATION:
NAME:
GRIP & RIP DRIVING RANGE
ADDRESS:
3847 N. US HWY-1
CITY/STATE:
FORT PIERCE FL 34946
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
1 2 3
Y
5 6
7 8 9
10 11
NOTE: DRAWINGS ARE
NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobd unlea(ftenturvi ink.net
FLORIDA P.E. Lic. No. 42835
�e�''-eNTHONV
/l • cc
OF Aj
CONCRETE TWO (2)
3/8"-3- CONCRETE
LDT38212-> TAPCONS 2.114"
(OR EQUAL) 1 (MIN. EMS.=2.1/4")
2- Min. 3" X 3" BUCKET CONNECTION
PAN ROOF COVERED AREA
DWG. # SFAP-2016-107, REV. 0
June 30,2016
SHEET 3 OF 4
POLY ROOF CONNECTIONS
HEIGHT 1W-6", 150 MPH, EXP.'C'
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
LOCATION:
NAME:
GRIP & RIP DRIVING RANGE
ADDRESS:
3847 N. US HWY-1
CITY/STATE:
FORT PIERCE FL 34946
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
1 2 3
Y
5 6
7 8 9
10 11
NOTE: DRAWINGS ARE
NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobd unlea(ftenturvi ink.net
FLORIDA P.E. Lic. No. 42835
�e�''-eNTHONV
/l • cc
OF Aj
v
KNEE BRACE DETAIL
12"
r
CHANNEL
.
iw
TOTAL FOUR
2x2X0.090, (OR 2x3H) BACK
4 # 2 SMS
END MITERED W/ V8"
�( Q
U-CLIP, (4) #12 SMS INTO
COLUMN / CARRY BEAM, (3)
#12 SMS INTO EACH SIDE
12
Ate.
OF KNEE BRACE (TYP.)
-EXi.
■
R #
CHANNEL�-
NOTE: KNEE BRACES (KB) SHALL BE 2x2x0.09 MEMBERS AND SHALL BE 17"
LONG AND EACH END SHALL BE CUT ON A 450 ANGLE. THIS WILL ALLOW
FOR EACH END OF THE KNEE BRACE TO BE V-0" FROM THE CORNER.
NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS
AND CARRIER BEAMS USING A 1.5" x 1.5" x 2.18" x 0.092" THICK
CHANNEL AS SEEN ABOVE. THERE WILL BE FOUR (4) #12 SMS BETWEEN
EACH SIDE OF THE CHANNEL AND EACH END OF THE KNEE BRACE. A
TOTAL OF SIXTEEN (16) SCREWS FOR EACH KNEE BRACE. TWO (2) 3/8"
BOLTS CAN BE SUBSTITUTED FOR EACH SIX SCREW CONNECTION.
2.18" I
r
#12 SMS 1" LONG 6" O-C. l
2•■ 1.5" x 2.18" x 0.09" THICK CH
I2x2xO.O9O HOLLOW COLUMN
OR 2x3x0.050 HOLLOW
2"
PLAN VIEW
BOLTED CONNECTION - OPTION # 1
THE ROOF BEAM CAN BE CONNECTED TO THE
COLUMN AS SHOWN HERE WITH TWO 1/2" SS NUTS,
BOLTS AND WASHERS OR AS SHOWN BELOW
WITH TWELVE (12) #14 SMS PER CONNECTION.
NOTE THAT CB CAN BE ANY LOCATION IN THE 3x3.
2" WIDE CARRIER BEAM
(CB1 OR EDGE BEAM (EBI
PLAN VIEW - CORNER COLUMN
TWELVE (12) #14 SMS, SIX (6) EACH SIDE
2" WIDE CB OR EB
#14 SMS 3 x 3 POST
SIDE VIEW - CORNER COLUMN
L
COI ICRETE
BOLTED CONNECTION - OPTION # 2
THE ROOF BEAM CAN BE CONNECTED TO THE
COLUMN AS SHOWN HERE WITH TWO 1/2" SS NUTS,
BOLTS AND WASHERS OR AS SHOWN BELOW
WITH TWELVE (12) #14 SMS PER CONNECTION.
NOTE THAT CB CAN BE ANY LOCATION IN THE 3x3.
2" WIDE CARRIER BEAM
(CB) OR EDGE BEAM (EB)
3 x 3 POST'
PLAN VIEW - MIDDLE COLUMN
M
TWELVE (12) #14 SMS, SIX (6) EACH SIDE-
2" WIDE CB OR EB \,
PAN ROOF COVERED AREA
DWG. # SFAP-2016-107, REV. 0
June 30,2016
SHEET 4 OF 4
STANDARD CONNECTIONS
HEIGHT 10'-6", 150 MPH, EXP.'C'
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
LOCATION:
NAME:
GRIP & RIP DRIVING RANGE
ADDRESS:
3847 N. US HWY-1
CITY/STATE:
FORT PIERCE FL 34946
COUNTY:
ST. LUCIE
■ ■ THIS SHEET CONTAINS
ADDITIONAL OPTIONAL
CONNECTION DRAWINGS.
#14 SMS I 3 x 3 POST
SIDE VIEW - MID COLUMN
ECK ANCH- QRING DETAIL
The detail to the left shall be secured with two
(2) 2" x 2" x 2" x 1/8" thick angle (Capri Clip)
w/ two (2) #14 SMS securing the angle to the
upright and two (2) securing the angle to the
base plate. The base plate shall be secureO to.
the slab w/ one (1) 1/4" Tapcon, embedded a
49P
min. of 2" in the slab w/ 5/8" min. washerAia.
Tapcon must be within 6" of the upright.
._ ._.
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdu n IeaAcentur-A i nk.net
FLORIDA P.E. Lie. No. 42835
Pr1-(HONY
r• D V
9 • TATE F10
oa�s..sSsON n