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CONTRACTOR PIONEER SCREEN LLC
DESIGN CRITERIA:
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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: D
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 314 MAX. - ASTM C 33
iii. AIR ENTRAINING +/-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:
1. REINFORCING BARS -ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC - ASTM Al85
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.
a. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
If. 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.
B. SCREEN MATERIAL SHALL BE 18114 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
SCALE: NTS
JOB NO. 1711022 FREE-STANDING
ON EXISTING SLAB
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COMPOSITE PANELS
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1/"-1' SLOPE (MIN.)
22'-0"
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6'-8" 6'-8" 6'-8"
20'-0"
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
G0NIRA0T0R OF R613ARA
6L;ANNED
BY
St. Lucie County
THESE PLANS AND ALL PROPOSED WW
ARE SUBJECT MANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NEWPARYIN ORDER TO i
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PLANS AND PERMIT MUST BE I{EPT ON JOB
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ALUMINUM MEMBERS DIMENSIONS
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HOLLOW SECTIONS
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2 X 2: 2"XZ'X0.044"
2 X 3: 2"X3"X0D50"
2 X 4:2"X4"X0D50"
ELF -MATING OR
Y X 2' PER PLAN
2X 5:2"X5"X0.050"
1/e"X7'X2"XANGLE SNAP SECTION TYP
ATTACH TO ROOF PANELS
5OU H-32 ANGL i"X2" O.B. BASE PLATE TYP
ROOF PER PLAN W/#122 X 2-12"SMS
OPEN BACK SECTIONS
1-0/T MIN. CONC.
HOST
1X2'1"X2"X0.044"
ALUMINUM INTERNAL OR EXTERNAL
(2)-#12 SM ANCHOR EMBEDMENT
1 X 3: 1"X3"X0.045"
RECEIVING CHANNEL W/ (4) #10 X.75"
MIN 4"SlAB 2500 PSI
INTO GIRT OR PURLIN AND (2) 014 X.75'
,. (2)-#12 SMS INTO COLUMN
CONC. W/FIBERMES `
SNAP SECTIONS
INTO BEAM OR UPRIGHT 0.062 ANGLE
': ,'..:':':: 1/4"MASONRY ANCHOR EACH
-
2X2SNAP: 2"X2"XO.045°
(4)#10X1.5"SMS
INTO SCREW BOSS S
CLIPS MAY BE USED
"`SIDE VIEW "` ANGLE-E/S COL
AL ERNATES FORC"
2 X 3 SNAP: 2"X3'X0.050"
(INTERNAL)
NO.fE:
m
TO 2'XZ AT HEADER
2 X 4 SNAP: 2"X4"X0.045"
RS PRESENT US 3/6"
O
COL PER PLAN 1- DETAIL C
MASONRWHERE Y
ANCHOVERS
MASONRY ANCHORS TO PENETRATE
tt
2.(4)#10 X3'SMS
SELF MATING (SMB)
2)-#12SMS UNDERLYING FOOTING I-12"
THROUGH MEMBER VE ADJOINING BEARING WALL%
MEMBERCREW
2 X 4 SMB: 2"X4"X0.044"X0.100"
PURLIN GIRT
1/4" MASONRY ANCHOR
INTO COL S
2 X 5 SMB: 2"X5"XO.050"X0. 100"
HEADER OR
UPRIGHT, BEAM -SNAP,
EACH ANGLE E/S
&NOTCH COL TO NE
2 X 6 SMB: 2"X6"X0.050"X0.120"
SILL
SELF MATING OR HOLLOW
BEAM FASTEN W/
(2)Y.'THRU-BOLT
2 X 7 SMB: TX7"X0.057°X0.120"
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3
CHAIRRAILPERPLAN
2X BSMB: 2"X8"X0.072"X0.124"
1"X 2"BASE PLATE ANCHORED TO
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1"X2"FASTENTO
2X9SMB:2"X9"X0.D72"X0.124"
............ CONC.W/1/4"X21/2'OUICKSET
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ADJOINING WALLW
2 X 10 SMB: 2"X70"X0.092"X0.39W
FRONT VIEW W MAX E/S OF POST AND 24" O/C MAX
s
#12X1-1P SMS
CHANNELS
FOR ATTACHMENT TO WDIUSE 1/412-12"(MIN)GALV
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1/4"X2-1/4"
TAPCONS@24" 19'0/C
LAG SCREWS IN LIEU OF MASONRYANCHORS-INCREASE
O.C.
Tx3.1125"x1.57c045
SYY'xoas
GIRT OR PURLIN TO BEAM OR
LENGTH TO INSURE PENETRATION INTO UNDERLYING WD
FRAMING '
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POST DETAIL
SCALE: NTSLh
DETAILA
ETA
DETAIL
2"X4"OR LARGER SELF MATING UPRIGHT
..................... ................................ ,.
TO DECK DETAILS SCALE: NTS
EXISTING CONCRETE TYPICAL SIDE WALL
DETAIL B
SCREEN ROOM END WALL
DETAIL: ALTERNATE COLTO CONCRETE
SCALE: NTS
COVER END PANEL'
(2) 1/2" THRU-BOLT
FOR COMPOSITE PANELS
(#12 x PANEL THICKNESS SMS PLUS 1" LG.)
W/ 1-1/2",NEO- WASHER @ 12" O/C
PER PLAN
ROOF PER PLAN
BEAM PER PLAN
(2) 1/2" THRU-BOLT
SEE ALSO COUEDGE
BEAM ALTERNATES
COL. PER PLAN _
COL. PER PLAN WHERE MIDPOINT
WHERE MIDPOINT COL. IS INDICATED.
COL. IS INDICATED
CHAIR RAIL PER PLAN
FASTEN PER DETAIL C
*WHERE PAVERS ARE PRESENT INSURE
PENETRATION INTO UNDERLYING CONC. OF 1 1/2" MIN.
_WHERE KICK PLATE -IS. INDICATED_ .
FASTEN W/ #10 X 9/16" SMS
8" O/C AT PERIMETER
FOR COMPOSITE PANELS
(#12 x PANEL THICKNESS SMS PLUS 1" LG.)
W/ 1-1/2" NEO- WASHER @ 12" O/C
/ COVER END OF PANEL
GUTTER CAGE BEAM ATTACH
PER DETAIL G SHEET 3
ALTERNATES FOR DECK ATTACHMENT:
SMB -PER DETAIL B SHEET 2
1/8" X 3" RECEIVING CHANNEL
(2) 1/4" X 2" QUICKSET INTO CONC.
(2) #14 X 9/16" E/S COL.
1/8" X 2 X 2 X COL SIZE ANGLE
(2) 1/4" X 2" QUICKSET INTO CONC.
(2) #14 X 9/16" E/S COL.
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