HomeMy WebLinkAboutapproved plansCONTRACTOR: PIONEER SCREEN LLC
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1.THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPEOF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
i. PORTLAND CEMENT TYPE 1 -ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. -ASTM C 33
iii. AIR ENTRAINING +1- 1%-ASTM C 260
iv. WATER REDUCING AGENT -ASTM C 494
v. CLEAN PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
i. REINFORCING BARS -ASTM A615, GRADE 60
iL WELDED WIRE FABRIC - ASTM A185
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
I. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES,
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050".
11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12, WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
13. INTEGRITY OF STRUCTURE SHALL NOT BE
COMPROMISED w/ THE ATTACHMENT OF THE
PROPOSED STRUCTURE 1x2=0.044 OPEN BACK
2x2=0.050 HOLLOW
2x3=0.050 HOLLOW
SCALE: NTS 2x4=0.0464.100 SMB
2x5=0.0504.120 SMB
JOB NO. 1706112 2x6=0.050x0.120 SMB
2x7=0.0554.120 SMB
2x8=0.0720.224 SMB
2x9=0.072x0.224 SMB
LEGEND:
MATERIAL DEFINITION
2x2x0.050 WIND BRACING (TYP)
Rise
-0" T-0„ 0"
13'-0"
9' CHAIR RAIL
Roof Rise Profile
HIM PLANS AND ALL PHOP08ED WOnX
ARE SUBJECT TO ANY CORRECTIONS
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RESIDENCE
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ALUMINUM MEMBERS DIMENSIONS SELF-W' 1OR (2)#10x3"SMS INTO SCREW
1/6"4"WN ANGLE SNAP S, )N TYP. BOSSES FOR EDGE MEMBER
HOLLOW SECTIONS 5032 H-32 ANGLE
2 x 2: 2"X2"X0.050" 2-#12 SMS INTO COLUMN Vx2" O.B. BASE PLATE-TYP. a Copy
-------
2 X 3: 2"X3"XO.060" 1/4" MASONRY ANCHOR EACH o o ALUMINUM INTERNAL OR EXTERNAL File Cop w
2 X 4: 2"x4"x0.050" ANGLE- EACH SIDE COL. 21/4" MIN. CONIC. 8 N
0 o RECEIVING CHANNEL w/(4)#14x.7" - - -
2 x 5: 2"X5"X0.050„ ANCHOR EMBEDMENT INTO GIRT OR PURLIN 8 (0. 62 ANGLE
4 #10x1112" SMS INTO INTO BEAM UPRIGHT 0.062 ANGLE EDGE MEMBER
2" MIN. INCREASE DISTANCE () CLIPS MAYBE USED OR PURLIN
OPEN BACK SECTIONS MIN 4" SLAB J00o PSI SCREW BOSSES
1 X2: 1"x2"z0.044" CONIC. w/FIBERMESH WHEN TIS USED
1 x 3: 1"x3"x0.045^ I I
SNAP SECTIONS • ,••. .:.. :. ............... I I __— (2)#iox2^ I I
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2 x 2 SNAP: 2"x2"x0.050" :,•,, ,•,,,,, ,,;;;;,,,,,•,, .,,`;; ,,,,,,,,,,.,.. ________ ____ _ I I _ ____________ INTO BEAM II
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"X4"x0.045" CONC. FOOTING BELOW SIDE VIEW NOTE BEAM
WHERE PAVERS ARE PRESENT USE 5116" PURLIN
BRACE
SELF MATING ISMS) TAPCON XL (RED HEAD MFG.) MASONRY MEMBER ------
ANCHORS TO PENETRATE UNDERLYING
2 x 4 SMB: 2"X4"x"X0.100" CONCRETE FOOTING 2114"" (MIN.) INSTALL BRACE
2 X 5 SMB: 2'k5"XO.044.050"x0.100" UPRIGHT, BEAM -SNAP, TO CORNER
2 X 6 SMB: 0x6"x0.050"x0.120" 1/4" MASONRY ANCHOR SELF MATING, OR HOLLOW
-
2 x 7 SMB: 2"x7"x0.057"x0.120" AT EACH ANGLE 2 #12 SMS PURLIN
2 x 8 SMB: 2x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.072"x0. 124" 2 @TX2 BASE
XL (RED HEAD MFG. OR EQUAL) -
2 x 10 SMB: 2"x10"x0.0900.396" 2 SLAB (BEYOND)
DETAILA
DETAIL "C" •GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE:NTS DETAIL"D" - ROOF BRACING CONNECTION
I"" BASE PLATE ANCHORED
TO CONCw/1/4"MASONRY DETAIL SCALE: NITS
ANCHOR 6" MAX EACH SIDE
I OF POST AND 24" O.C. MAX
CONIC. FOOTING BELOW FRONT VIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
FLASHING
1"x2" FASTEN TO COL. (INTERNAL)
w/(2) #10xi 1/2" SMS, FASTEN TO
FAVE RAILS ABOVE WNW 1112" SMS
24" O.C. AND 6" WITHIN COL. �
TABLE D
BEAM QTY EACH SIDE/BIZE
2x3
4/12
2 x 4
5112
2x5
5112
2 x 6
6/12
2x7
7/12
2 X 8
8/14
2 X 9
9/14
2x10
9114
MAINTAIN MIN, OF US' SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE:NTS
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
#12 SMS, (EACH SIDE)
OTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT# SMS
COLUMN PER PLANS
2'W" DOOR JAMB
FASTEN HEADER w/(2) 910x3"
INTO SCREW BOSS OF HEADI
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COUHEADER AT EACH
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH Z'X2" TO BASE PLATE
(INTERNAL) w/(2) #10P2" SMS
ATTACH BASE PLATE TO 2'X2"
WA2) #104" SMS INTO SCREW
BOSS OF BASE PLATE �
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 11/2" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB 8 HEADER
CONNECTION SCALE: NTS
2'X2"x.063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
EAVE RAIL- SEE PLAN'
bQ OPEN BACK
EXTRUSION
(2) #10x2" SMS THRU LY2INTO
EAVE RAIL EACH SIDE OF COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
2 x PURLIN
(MAY BE SLOPED
(2)#10 x4"S.M.S. THIRD 2 x3 OR FLAT)
EAVE RAIL INTO PURLIN SCREW
BOSSES
USE #10 x 1 1/2" S.M.S. 24" O.C.
TO CONNECT TO 1 x 2 O.B. TO 2 x 3
1 x2 O.B. FASTENED TO COLUMN / POST
EDGE MEMBER
OR PURLIN
0.0625" 6063-T6 FLAT PLATE
w1S) #10x75" SMS, MIN..5"
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
PURLIN
UPRIGHT
PURLIN FASTENED TO COLUMN / POST
WITH (44) #12 x 1" S.M.S. (EACH LEG)
USING 118" TICK FLAT BAR BENT
TO FIT (6063-T6 ALLOY)
COLUMN/POST
ALTERNATE:
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
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, W/ (2) #10 X 2 1/2" SMS THRU
BEAM INTO SCREW BOSSES
(1) # 10 X 1 1/2" SMS 6"
FROM BEAM AND 24" O.C.
2" X 2" X 1/8" X 2"ALUM.
RECEIVING CHANNEL W/
(4) #14 X 5/8" S.M.S.
1-1/4" O.C. INTO BEAM
EACH SIDE
NO SCREWS IN
' (1)3/6"DIAX4"LAB
VWIDEXO.125� RACKET SCREW INTO EXISTING
EACH BEAM AI ,nCHE OVRHANG FRAMING
FASCIA W/ 3/8" X 3" LAGS 3 OR RAFTER TAIL
PER BRACKET) AND (i)3/8' 3
LAG @ 24" Q.C. AT GUTTER
5" GUTTER
2x2x1/8"ANGLE
EA SIDE OF BEAM
w/(2) #12 SMS
EACH LEG EACH SI
1/8"STAINLESS STEEL BRAI3000 DED
CONIC.
°MIN. BRED CABLE 66V.WM O
40 R FIBERMESH - }pye ,py
60° MAX. C7'&le copy
4" MIN. SLAB/
w/FOOTING CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
/ THAN 2" X 4" FASCIA. 2" X 4" \WWM
.
SUB FASCIA SHALL BE 40°M
PLACE OVER LENGTHEN 60<MRMESH
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA
IF OTHER FASCIA ADD 2".X 4" PT FASCIA W/ 1/2" LAG
BOLTS. 1 112" INTO TRUSS TAILS COUNTERSINK
FLUSH WHEN INSTALLING
1/2" LAG SCREWS
PRE DRILL W/ 318" DRILL TO
PREVENT SPLITTING 4" MIN. SLAB
w/FOOTING 1.5N5.5" ALUM. STRAP
w/(2) 3/8" DIA x 3"
MA,SONRYANCHOR
(TAPCON OR EQUAL)
FASTEN GUTTER TO
FASCIA DETAIL "I.1" CABLE NNECTION
WOOD SCREW
cREw1 CO
e"o.a AT FOUNDATION SCALE: NITS
(2) #12 SMS
(2) #14 WOOD SCREWS
(2)#14x2" (2) #12 SMS INTO FASCIA
WOOD SCREW
2x2x1/8"ANGLE w/(2) GIRT
FASCIA(2")06" MIN. EXISTING) #12 SMS EA LEG
STRUCTURAL o 0
GUTTER l
TOP VIEW SMB it
I
GIRT
DETAIL "H" p
SCALE: NITS
1/B" zP"W" STRAP STRUCTURAL GUTTER
(2) #12 SMS INTO BEAM SIDE VIEW \
(2) #12 SMS INTO GUTTER
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 318" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
5052 H32 GUSSET 2x2xi/8"ANGLE w/(2) ---
#12 SMS EA LEG \
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
OTYSMS/
SIDE OF COL.
BEAMTO
BEAM
QWSMSI
FACEISIDE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2 x 7
(10) #12
(10) #12
2 x 6
(12) #12
(14) #12
2x9
(14)#14
(14)#14
2x10
(16)#14
(15)#14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
SMB
(9) #14x3/4" SR
1/8" PLATE ON 45° ANGLE
- OR 1/8"#"x2"ANGLE w/(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
GIRT \ —E GUTTER BRACES
FASCIA III/�\ EACH GUTTER SMS
INTOGUTTER&(IN O
WOOD SCREWS INTO FASCIA
(2) #12 SMS
1/8"52"x4" STRAP
12)#12 SMS INTO BEAM GIRT
(2) 912 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE:NTS
PERIMETE
FRAMING
DETAIL "I-2" CABLE CONNECTION
AT CORNER SCALE: NITS
050" GUTTER STIFFNER
FASTEN TO FASIAw(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS �
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
(EBOLT FOR
4BLETENSION
1/8" STAINLESS STEEL
BRAIDED CABLE
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8")Q'50 ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/8"W'W" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
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2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
1 1/4" (TYPICAL)
2"X2"Xt/6" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR
CORNER POST
x2x
1114 SMS 91 1/4" O.C.
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NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
RAIL
1"x 2" O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
iOWN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
K-BRACE
F
ATERAL "K"-BRACING
ONNECTION DETAILS
GUSSET
PER E4
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(112" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
ANGLE
i" INTO EACH
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
MATING
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
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OTTOM RAILS TYPICALLY @ 24" O.C.
X 2" EXTRUDE ANGLE 5052
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POSTO
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POST & (1) 3/8" DIAETE SCREW ANCHOR INTO
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SEE PLAN
SIDE VIEW
H-� CORNER K-BRACE DETAIL
A-3 SCALE: N.T.S.
(4) #14 X 3W' SMS
INTO POST
1 " X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 114" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
POST W/ 1" X 2"
3/8" X LENGTH AS REQUIRED
FOR 2114" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
FRONT VIEW
DETAIL #2
CP-1 CORNER POST TO CONCRETE DETAIL
CORNER POST �,A-�4 SCALE: NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
K-BRACE (ONE SIDE) OR STRONGER 2 x 2 x 0.093
"4t
/ BRACE (TYP.)
K-BRACE
x 2 x 0.083
BRi�CE (TYP 2 x 3 x0.070 CHAIR RAIL
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3/8" 0 CONCRETE ANCHOR (2 PLATES) 2 x 2 x 0.093
FOUNDATION IN LIEU OF TYP. E N CONCRETE BRACE (TYP.) (11 TOTAL)-#12 x 3/4"
SCREWS FOR CORNER COLUMN S.M.S. AS SHOWN (1/2"MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
LATERAL "K"-BRACING CONNECTION DETAILS
CONNECTION DETAILS _ ] [BHT. 4
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(3) 1/4" DIA MACHINE BOLTS
w/ 3/4" DIA WASHERS THRU
CARRIER BEAM & POST
® CARRIER BEAM
� 1'50 MEMBER
FOR SCREENING
VARIES
-HORIZONTAL BEAM
POST (IF R
`TW"X0.062'
RECEIVING CHANNEL
OR ANGLE EACH SIDE
(6) #104.75" SMS
EACH SIDE
(12) #100.75" SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
BEAM TO POST DETAIL
SCALE:NTS
2"W" FASTENED TO CARRIER
BEAM w/(2) 910x11/2" SMS INTO
SCREW BOSSES EACH END,
(3) 1/4" DIA MACHINE BOLTS
w/ 3/4" DIA WASHERS THRU
CARRIER BEAM & POST ,
1"#" MEMBER
#10xl l/2" SMS C 24"
O.C. MAX CONNECTING
1 TO "W" CARRIER BEM
#10xl 1/2" SMS C 24"
O.C. MAX CONNECTING
2" FOR SINGLE
TO 11112" POST
HORIZONTAL BEAM
4" FOR DOUBLE
HORIZONTAL
BEAM OR 4"x4"
2"XTNO.062"
RECEIVING CHANNEL
CONNECTION
(5) #124/4" SMS
(TYP. EACH SIDE)
(2) ROWS OF (5)
#124/4" SMS
NOTE: FOR DOUBLE OR TRIBLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
CARRIER BEAM TO POST CONNECTION DETAIL
SCALE:NTS
S-2
SEE NOTE #1 THIS PAGE
12) 1/4" DIA. MACHINE
(2) 3/8" DIA. EXPANSION BOLTS
FOR BOLT PLACEMENT
r -,
BOLTS w/ WASHERS
SEE NOTE#1 THIS PAGE
Ad
FOR BOLT PLACEMENT
2" FROM EDGE
2'. FROM EDGE
OF SLAB •
OF SLAB*
n
ImI
2" FROM EDGE 2" FROM EDGE
OF SLABOF SLAB
(2) 1/4" DIA. MACHINE TOP VIEW
BOLTS w/ WASHERS
TOP VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE:NTS
SEE/NOTIE A. #2 THANSION IS PAGE
FOR BOLT PLACEMENT\
33/4" FROM EDGE 33/4" FROM EDGE
OF SLAB OF SLAB
TOP VIEW
�n ii i16= fI ,f(lI nxv
THREADED ROD "OPTION" DETAIL
SCALE:NTS
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
KITH Klc
33/4" FROM EDGE
OF SLAB
3"x3"x0.125" POST STITCH w/(2) (3) 1/4" DIA MACHINE TOP VIEW
#12,014" SMS BOLTS W WASHER
1/4'^DIA MACHINE BOLTS \ @ 12" O.C.
BOLTT #OLEXPANSION PLT\PAGE BOLTS12) 3/8" DIA. EXPANSION BOLTS
l
3"x3"x0.125"POST FOR NOTE
OLTT#1 THIS
PAGEACEMENT ii FORSIZE)
R BACEMENTSEE
_ 3"x3x0.125" ANGLE
ANGLE
CONC. FOOTING
BELOW -
FRONT VIEW
FRONT VIEW
3"x3" POST CONNECTION DETAIL 3"X3" POST w/ 2X SMB CONNECTION
SCALE:NTS DETAIL SCALE: NITS
NOTES:
1. 3x3 POST TO HAVE 3/8" RED HEAD-TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM
2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.
2.4x4 POST TO HAVE 1/2" RED HEAD-TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 33/4" FROM EDGE OF SLAB AND PROVIOEBMINIMUM
3314" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 21/2" FOR PAVER THICKNESS MORE THAN
2112" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED -TO UNDERLYING CONCRETE FOUNDATION.
(2) 111" DIA EXPANSION
BOLTS SEE NOTE #2-
THIS PAGE FOR BOLT
FRONT VIEW
4'W" POST CONNECTION DETAIL
SCALE:NTS
-----(3)1/4"-DIA. MACHINE _
4"M"x0.125 POST BOLTS w/WASHERS A i
ANGLE
CONIC. FOOTING
BELOW
CONC. FOOTING
BELOW
FRONT VIEW
ALT, COLUMN BASE ATTACHMENT
DETAIL SCALE:NTS
NOTE:
COLUMN MAY LAP INSII
FLANGE AND OUTSIDE
FLANGE-
3"MIN. 'FROM i.
EDGE OF SLAB
COLUMN PER PLAN
i 1/8"x2"x2'563/4"
(LENGTH)ANGLE
(INTERNAL)
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LOT 75
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"°` LEGAL DESCRIPTION
kl°sk1010 LOT 74, ACCORIDING TO THE PLAT OF POD 33 AT
-al
mvxawaw
E THE RESERVE, PHASE 1—KINGSMILL, AS RECORDED IN
\ PLAT BOOK 38, PAGES 13,13A THOUGH 13C, OF THE
sAamws
\ PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
Tw�'�TaWas�owsm¢nox urovn _
Tan W ev m \
wT e
anon
UnnY k wNMA2 wllmli
anlW.wIDEMT
1. PROPERTY ADDRESS: 8833 ONE — PUTT PLACE
2 CERTIFIED TO:
— PETER K. TANG & MAY C. TANG, HUSBAND AND WIFE
— CRARY BUCHANAN, P.A.
— CHICAGO TITLE INSURANCE COMPANY
Date of Seld survey.
09/24/2015
NOT VALID WITHOUT THE SIGNATURE AND THE NOTES:
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1 Surwey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
SURVEYOR AND MAPPER. rlyhts—of=way of record.
J. All bearings are referenced to the Southerly Right —of —Way line of
31EPFiEN T. BROWN, INC One — Putt Place, platted as S 3342'59' East, all others relative thereto
A Elevations shown hereon are relative to North American Yertical
Datum of 1986, and are based on bench mark
5. There are no above ground encroachments, un ess otherwise shown.
6. The National Flood Insurance Program designation as Indicated on
the F.E.M.A. Map No. 12111C 0275J . dated
locates the parcel in Zone X, base flood elevation NIA feet, subject
to any scaling and Interpolation factors associated with mapping of this
STEPHEN J. BROWN, PROFESSIONAL SURVEYOR AND MAPPER accuracy. This data Is an Interrppretation by the surve),r and Is gg*Wded
REGISTRATION NO. 4049. STATE OF FLORIDA as a courtsay. The flood zona(a) abould be mriRed by a datertntnthan agency.
7. Underground foundations & utilities not located unless shown.
■ saaaiis 1 air ■
7Gth 1
,--AAplr
70
SPA SPECS:
SIZE, T X 7'
DEPTH, W
PERIMETER.'. 20
AREA, 4:1
VOLUME, 052 SAL.
TURNOVER. IS MIN.
SPILLWAY. 24'
THERAPY JETS, 6
LIGHT. WUTE S.A.W. LED.
ENTRY STEP. YES
RAISED, NO
ARTISAN
HANDRAIL
AT SPA
ENTRY STEP
EXISTING
BRONZE SCREEN
PANEL W/ FOOTING
I
SEE PIPING
SCHEMATIC FOR
DETAILS AND SIZES
1
1
N
EQUIPMENT SPECS:
PUMP. FHPM 1$ HP JANDY FLOPRO 2 SPEED
FILTER, C2005 HAYWARD CARTRIDGE -
OHLORINATOR, DANDY PURELIW PLG14W
HEATER..E5000T DANDY HEAT PUMP
BLOWER, IHP
AUTOMATION. DANDY R5405 1 W/ I AOUALINC
W
Ith
v
Q
1
16' BENCH WITH
TILED EDGE
INL
3T9UP
TOP EXISTING
PATIO W/ TRAVERTINE
PAVERS
TOP EXISTING COVERED
PATIO W/ TRAVERTINE
PAVERS
1
I POOL EQUIPMENT SHALL
BE SCREENED IF READ.
BY LOCAL CODE
1 EQUIPMENT LOCATION
CONFIGURATION MAY
POOL DIFFER
EQUIP
JOB SITE SPECIFICATION5 5 41MMIN& POOL PLAN FOR: _
1700 UPLAND ROAD LOT,'14 BLOCK. TANS
NEST PALM BEACH.
FLORIDA 33409 5UBDIVI510M THE RESERVE PHSI KING5NULL 8833 ONE PUTT PLACE
PHONE' PLAT BOOK' 9B PACE. 1$. 15A PORT 5T. LUCIE, FLORIDA 34y86
COUNTY, ST LIXAE
RAISE ALL SHUTTER
TRACKS AS NEEDED FOR
CLEARANCE FROM TOPPING
EXISTING PATIO W/ TRAVERTINE
RE5IDENCE
INL
Y1
l
I
I
I
I
I
I
DRAWING ITEMS
DATE. 2-24-17
ORDER.261 • 60
DRAWN BY, NA9.
PLAN x 176607_II
SHEET. 1 OF S
15' X 46' SWIMOUT
WTH TILED EDGE
12' X 12' CONCRETE
FOOTING SEE TYPICAL
WALL SECTION FOR
DETAIL
REVISIONS,
1
I
I
i
I
I
POOL SPECS:
SIZE. W X 50'
DEPTH, W TO 6'
PERIMETER, 40
AREA. 420
VOLUME, WADS
TURNOVER, 6 HR MIN. (25 GPM • LON SPEC)
COPING. TRAVERTINE
TILE, W
SKIMMER. ONE
RETURNS, THREE
VAC LINE, YES
LIGHT. 2-NW SAND. MITE LPD.
SWIMgft. 1G' x 60'
FINISH, EXPOSED AGGREGATE
RAILINGS, ARTISAN HANDRAIL • SPA
PATIO. TRAVERTINE PAVERS
ENCLOSURE. SCREEN ENCL.
FOOTERS, YES
DECK-O-DRAIN, IF NEED
IS' BENCH • POOL STEP5. TOP EMT PATIOS
MIN, SETBACK REG.
SIDES
CNR S
REAR
= POOL PLAN
SCALE, I/W a 1'-0'
DIMENSIONAL PLAN
L
�� / �/
� �,L KHA)y BF �i
ENS46-
No. 57216
WAYNE MARKHAM BENNETT C ,�A• 0 STATE OF
� P •� • � ��
PE.* 57216 / (954) 616-3625 CIA `, •'• < 0 R 1 \ `\
265 S. FEDERAL HWr. n 109 �/ lss '••••.. •''�G
WWAY�IEOPO-B PEAL 33441 ,,''�pN11 ,E`���
IF 51ONED DIGITALLY ABOVE, PRINTED COPIE5 OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST ISE
VERIFIED ON ANY ELECTRONIC COPIES