HomeMy WebLinkAboutSCREEN ENCLOSUREa
GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS: _
1. THE-2017-FLORIDA BUILDING -CODE, 6TH EDITION -SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SEI7
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
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: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF 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
IL AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1% - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS -ASTM A615, GRADE 60
II. 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.
F. 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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
FROM STRUCTURAL CRACKING, SPALLING & OTHER
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
3. WHEN APPLICABLE FOR ATTACHING 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.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W18" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
- OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. V%2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1 /4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1i2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETEMASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
ST. LUCIE COUP
REVIEWED FOR
REVIEWED BY
PLANS AND PERMIT Neu!
SITE OR NO INSPEAC I
THESE PLANS AND ALL
ARESUDJECTTO ANYI
REQUIRED BY FIELD IN!
MAYBE NECESSARY IN
ALL PROPOSED WORK
`0 ANY CORRECTIONS
:?e0.3d FIELD INSPECTORS THAT
?c NECESSARY IN ORDER TO
PLY WITH ALL APPLICABLE CODES.
2. FOR -FAST ENERSWHICH;4iIEKli7l`t/ISIBLEAFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN.ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK W/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED.
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.644"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"4.082'k0.124
2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE:
01114/2019
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FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14
PORT CHARLOTTE, FLORIDA 33980
(941)391-5980
www.flengineeringlic.com
PROJECT NO. 1900905
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DATE: 01/14/2019
N 1: DATE PAGE:
N2: _ DATE13
NTS
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(3) U" DIA. MACHINE BOLTS
W/ 3/4' DIA. WASHERS THRU
CARRIER BEAM 6 POST
® CARRIER BEAM
POST
NOTE FOR DOUBLE OR TRIPLE CARRIER
BEAM. OUTSIDE WEBS SHALL OVERLAP
44 POST OR NOTCH POST AS ABOVE
FOR 6X6 POST. ALL CASES. CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
2'xY FASTENED TO CARRIER
BEAM w/(Z) RI0xl-1/2'SMS INTO
SCREW BOSSES EACH END
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(SEE PAGE 2 FORFOR SCREENI
ON ITS SIDE
FOR SIZE)
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(IF REQUIRED)
STALERED ROWS
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RECEIVING
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OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
CONNECTION SCALE: N.T.S.
(D 3/e' DIA. EXPANSION BOLTS
SEE NOTE It THIS PAGE
FOR BOLT PLACEMENT
YfROM EDGEOF SUB Af ,
II TOP VIEW
(2)I/4'DIA. MACHINE
DOLTS W/ WASHERS
SEE N' EXPANSION BOLTS
SEE /
NOTE
.I THIS PAGE
FOR BOLT PLACEMEM
2' FROM EDGE
OF SUE .
3'x3- POST
(SEE PAGE-2
FOR SIZE)
3-A3'xO.123 ANGLE
3000 PSI CONIC. •• n
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OR FIBERMESH
FRONT VIEW
YxY POST CONNECTION DETAIL
SCALE: N.T.S.
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( SIDE)
(2) ROWS OF (5)
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NOTE: FOR DOUBLE OR TRIPLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4X4 POST OR NOTCH POST AS ABOVE
FOR 6x6 MST. ALL CASES. CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: N.T.S.
(2) 1/2- CIA. EXPANSION BOLTS
SEE NOTE R2 THIS PAGE
FOR BOLT PLACEMENT
WI/4' DIA. MACHINE
BOLTS W/ WASHERS
(2) I/Y DIA. EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT
3000 PSI CONC.
SLAB/FTG.
6x6-IOXIO WWM
OR FIBERMESH
2-x_ SHE
/(SEE PAGE-2
FOR SIZE)
3-3/4'FROM EDGE
OF SLAB (TYP.)
TOP VIEW
4' A' POST SIZE
VARIES SEE PG 2
STITCH W/0
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0 12'O.C.
2'x_ SHE
(SEE PAGE-2
FOR SIZE)
z PxL'x0.125 ANGLE
FRONT VIEW
4"W' POST w/ 2x SMB CONNECTION
DETAIL SCALE: N.T.S.
NOTES:
I. 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 3-3/4' FROM EDGE OF SLAB AND PROVIDEBMINIMUM
}514' 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 2-1/2' FOR PAVER THICKNESS MORE THAN
2-I/2- SPECIFICATIONS SHALL BE REQUIRED. PAVERS SMALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. _
L. WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE I/8' U-CHANNEL W/ (3) 2-1/4• TAPCONS INTO WALL AND #I4 x 3/4' INTO BEAM E/S OUANITY= BEAM SIZE
(3)1/4'DM. MACHINE BOLTS
w/ 3/4' DIA. WASHERS THRU
CARRIER BEAM 6 POST POST
TOP VIEW
IJ
CARRIER BEAM 1 O
POST
(3) IW DIP. MACHINE BOLTS
w/ 31W DIA. WASHERS THRU
CARRIER BEAM D POST
(3) IW DIA. MACHINE
BOLTS W 3/W DIA,
WASHERS THRU CARRIER
BEAM B POST
CARRIER BEAM
(3) 1/4' DIA. MACHINE
BOLTS n/ 3/L' DIA,
WASHERS THRU CARRIER
BEAM G POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
(4) 3/8'x4' TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CN-
3-3/4' FROM EDI
OF SUS (TV.)
(2) I/Y DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT RACEME"-
3-3/4' FROM EDGF
OF SLAB (TYP.)
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BOLTS n/WASHERS
FOR SIZE)
(Z)DIA. EXPANSION
(SEPOST
1/e'x2'x1'x33/L,
BOLTSTS BEE NOTE R2
(SEEPAGE-2
(LENGTH) ANGLE
THIS PAGE FOR BOLT
FOR SIZE)
(4) 5/0'x4• TAPCON
(INTERNAL)
PLACEMENT
2'x4'x0.125 ANGLE
THRU BOTTOM LEG
OF ANGLE INTO CONIC.
3000 PSI CONC.
3000 PSI CONC.
SLAB/FTG.
SLAB/FTG.
6x6-IOXIO WWM •
6x6-IOgO WWM
OR FIBERMESH
OR FIBERMESH
FRONT VIEW
FRONT VIEW
4"x4° POST CONNECTION DETAIL
4"x4" POST CONNECTION
DETAIL
(INTERNAL BASE)
SCALE: N.T.S.
SCALE: N.T.S.
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DESIGN DATE: 01/14/2019
REVISION 1:
DATE
PAGE
REVISION 2:
DATE
4
SCALE:
NTS