HomeMy WebLinkAboutPROPOSED SCREEN ROOMDESIGN CRITERIA: I -J.
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFERENCE MANUAL.
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. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = C
FOR 20 X.20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = .6
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. 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.
MISCELLANEOUS
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 SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 172" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE 1 "X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE 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 STRUCTURALLY SOUND.
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SHEET NO.
DRAWING INDEX
S/01
GENERAL NOTES
S/02
PLAN/ ELEVATIONS
S/03
DETAILS
S/04
DETAILS
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2'k0.044"
2 x 3: 2"x3x0.050"
2 x 4: 2x4"x0.050"
2 x 5: 2x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2'k0.044"
1 x 3: 1 "x3"x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2x2"x0.045"
2 x 3 SNAP: 2x3x0.050"
2 x 4 SNAP: 2"x4'k0.045"
SELF MATING (SMB)
/ 2 x 4 SMB: 2"x4'k0.044'k0.100"
2 x 5 SMB: 2'k5"x0.050'k0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x74.0574.120"
2 x 8 SMB: 2"x8"x0.0727x0.124"
2 x 9 SMB: 2x9"x0.082"x0.124"
2 x 10 SMB: 2"xl0"x0.092"x0.398"
DETAIL A RECEIVED
PROPOSED SCREEN ROOM
SEE FOUNDATION DESIGN SHEET-0
DEC 2 3 2021
St. Lucie County
Permitting
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ALUMINUM SPECIFICATIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
#10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.
3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
6. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
7. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY
CONTRACTOR IN THE FIELD.
8. INSULATED PANEL OVERHANG PER PRODUCT APPROVAL
36" (MAX.) AT FRONT, 25% OF LAST PANEL WIDTH ALONG
SIDES, TYP.
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• 02A FLASHING SEALED TO
" ♦ WALL (TYP.)
# 14xl /2" S.M.S. W/ INTEGRAL 3/4"0 WASHER AND
NEOPRENE GASKET @ 12' O.C., TOP & BOTTOM.
O O O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
O FASTENERS USE # 144" S.M.S. W/ 1-1/4' 0 FENDER
WASHER AND NEOPRENE GASKET @ 12' O.C.
s (3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1/2' BEARING LEG.
HOST STRUCTURE \- 1 /4" 0 x 2-1 /2' LONG WOOD AG SCREW OR
MASONRY OR WOOD 114 0 x 2-1 /4" LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
EXISTING RAFTER
OR TRUSS ( #14x1/2'S.M.S.W/INTEGRAL 3/4"0
O O WASHER AND NEOPRENE GASKET
@ 17' O.C., TOP & BOTTOM
(3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
SECURE FASCIA TO EACH WITH MIN. 1-1/2' BEARING LEG.
RAFTER TAIL W/(1) 1/4"0x4"
LONG PAN HEAD LAG SCREWS (1) 1/4" 0 x 7' AG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #IOX.75"
INTO GIRT OR PURLIN & (2) #14x.7S'
BEAM OR
(4) #10XI-1/2' SMS INTO CLIIPPS MAYBE USED UPRIGHT 0.062 ANGLE
SCREW BOSSES
PURLIN
MEMBER
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL
SCALE: NTS
1 /8'k2 k2'k ANGLE
SELF -MATING OR
SNAP SECTION TYP.
5032 H-32 ANGLE
(2) - # 12 SMS INTO COLUMN
1/4" MASONRY ANCHOR EACH
1'k2" O.B. BASE PLATE-TYP.
ANGLE - EACH SIDE COL.
° °
1-1/4" MIN. CONC.
°
ANCHOR EMBEDMENT
2-1/4" MIN. CONC.
,
d
2' MIN. INCREASE DISTANCE
ANCHOR EMBEDMENT
ao
WHEN GREATER THAN 2x4
SECONDARY ANGLE
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UPRIGHT IS USED
3000 PSI COI,
e ° ♦
SLAB/ FTG.
6x6-I0x10 WWM
SIDE VIEW
OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE
(2) - # 12 SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2H / R MIN. CONC.EMBEDMENT
ANCHOR EMBEDMENT
1X2 BASE
2 @ SLAB (BEYOND)
�(
SECONDARY ANGLE
—
d e
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1'k2' BASE PLATE ANCHORED
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TO CONC w/ 1/4" MASONRY
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ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
1-1 /4" CONC. EMBEDMENT TYP.
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6.
NOTE
3000 PSI CONC. I WHERE PAVERS ARE PRESENT USE 5/16"
SLAB/ FTG. TAPCON XL (RED HEAD MFG.) MASONRY
6x6-10x10 WWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
OR FIBERMESH CONCRETE FOOTING 2-1/4" (MIN.)
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
ANCHORING UPRIGHT TO FOUNDATION NOTES:
1: IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4' MIN. (TYP.)
2: WHEN FASTENING TO WOOD USE 1 /4' GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE
2-1 /4' MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
3: NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
(ENSURE 2-1/4" MASONRY ANCHOR EMBEDMENT @ UPRIGHT LOCATIONS TYP.)
2"X2"XS/8" ANGLE CUTT
W/(3) #12x.75° EACI
EACH SIDE OF UPRIGH-
SEE UPRIGHTTO
CONNECTION D
# 14x4",S' or 7" S.M.S.
w/ 1-1 /4' 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12' O.C.
# 12 X 9/16" W/ 5/8" NEO-WASHER
(3) PER PAN FOR PANS
END OF PANEL
3" X 2' X .050" MIN.
(SEE PAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
OPTION #1
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) #10 SMS (INTERNAL) 2' MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
EDGE BEAM PER PAN
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OPTION #2
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75"
INTO COLUMN & (2) #14x.75"
COL. PER I ii COL. PER II ii INTO EDGE BEAM ('0.062 ANGLE
PAN II II PAN II II CLIPS MAYBE USED)
II II II II
I h II
II II R
II II II II
II I II II
u
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#144" S.M.S. w/ 1-1/4° 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
i
FIT
LEG
2°X2"Xl/8° ANGLE CUTTO FIT
#144" S.M.S. w/ 1-1/4° 0 FENDER WASHER
TYP.
w/#12x.75" @ 1° SPACING MAX.
AND NEO-PRENE GASKET @ 24" O.C.
(4) PER LEG (MIN.) EACH SIDE TYP.
FOR NON -LOAD BEARING WALLS
ALTERNATELY CLIPS MAYBE USED
TAPCON
1/4° 6° FROM ENDS
PRIMARY UPRIGHT PER PLAN
PRIMARY
SIDE WALL UPRIGHT 24° O.0C.. 1-1/-1/4° EMBEDMENT
10
PER PLAN INTO UNDERLYING CONC.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75°
INTO GIRT OR PURLIN & 12) #14x.75"
INTO BEAM OR UPRIGHT
(4) #10x2° SMS INTO
SCREW BOSSES
CLIPS MAYBE USED
MAYBE062ANGLEUSED
CHAIR RAIL PER PLAN
*ANGLE REQUIRED ONE SIDE ONLY
AT CORNER AND DOOR OPENINGS
WHERE KICK PLATE IS INDICATED
FASTEN W/ #10 X 9/16° SMS
6" FROM CORNERS 18" IN FIELD (2) #lOx2" SMS INTO
IECK
1/4" DIA. TAPCON 6° FROM ENDS
OR FASTEN W/#8 X 9/16" SMS SCREW BOSSES OR
TAIL
24° O.C. MAX 1-1/4° EMBEDMENT
2° FROM CORNERS 8° IN FIELD CLIPS MAY BE USED
INTO UNDERLYING CONC.
FOUNDATION PER PLAN copy
SCREEN ROOM END WALL DETAIL SCALE: N.T.S. FILE
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
(2) 3/8" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
POST
BEAM TO POST CONNECTION
OPTION # 1 SCALE: N.T.S.
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
3/8" DIA. MACHINE
LTS THRU CARRIER
AM & POST
BEAM TO POST CONNECTION
OPTION #2 SCALE: N.T.S.
(4) 1/4" DIA. TAPCON
THRU BOTTOM LEG OF
ANGLE 2-1 /4' (MIN.)
INTO UNDERLYING CONC.
(2) 3/9' DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM EDG
OF SLAB/ FTG.
MAY USE (3) #12-14xl"TEK TOP VIEW
IN LIEU OFTHRUBOLTS 3k3"POST
PER PLAN
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
1 /8'k2k3"
(4) 1 /4" DIA. TAPCON (LENGTH) ANGLE
THRU BOTTOM LEG OF (INTERNAL)
ANGLE 2-1 /4' (MIN.)
INTO UNDERLYING CONC.
: e
3000 PSI
SLAB/ FTG.
6x6-1Ox10 WWM °
OR FIBERMESH
FRONT VIEW
YX3' POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
ROOF PER PLAN
# 14x4',5' or 7' S.M.S. w/ 1-1/4' O FENDER WASHER
AND NEO-PRENE GASKET @ 12' O.C.
# 12 X 9/16' W/ 5/8" NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
`(2) 3/8" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
'OPTIONAL EXTRUDED GUTTER IS
ATTACHED TO 3' INSULATED ROOF
POST W/#12xl" 6" FROM ENDS 24' O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
(2) 3/8" DIA. LDT'S (2) 3/8" DIA. MACHINE
THRU BOTTOM LEG OF BOLTS w/ WASHERS
ANGLE 2-1/4" (MIN.) ji IL
INTO UNDERLYING CONC.
® 2' FROM EDGE
3-3/4" FROM EDG OF SLAB/ FTG.
OF SLAB/ FTG.
TOP VIEW
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
3'k3" POST
2
f
(2) 3/8" DIA. LDT'S
FOR SIZE)E
THRU BOTTOM LEG OF
ANGLE 2-1/4' (MIN.)
MAY USE # 12-14x1" TEK
3
( )
INTO UNDERLYING CONC.
IN LIEU OF THRUBOLTS
3(3k0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG. °
6x6-1Ox10 WWM
OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: NTS
2X2'X.125' ANGLE W/
#14x3/4"THRU ANGLE LEG
INTO BEAM EA. SIDE TYP.
SEE TABLE FOR QUANTITY
Z X2" X.125" ANGLE W/
(3) 1 /4" X 2-1 /4' TAPCONS @ 2' o.c.
THRU ANGLE LEG INTO HOST WALL
Q TOP VIEW
w
Z=D)CIL
H
°
BEAM PER PLAN
(2X7SMB ILLUSTRATED)
°
2 X2'X.125" ANGLE W/
°
# 14x3/4' THRU ANGLE LEG
INTO BEAM EA. SIDE TYP.
D °
SEE TABLE FOR QUANTITY
V)
O 2" X2 X.125" ANGLE W/
2 (3) 1 /4" X 2-1 /4" TAPCONS @ 2' o.c.
THRU ANGLE LEG INTO HOST WALL
SIDE VIEW
BEAM TO HOST WALL CONNECTION
SCALE: N.T.S.
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FASTENER NOTES:
MAINTAIN 1/2"SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE.
FASTENERS MAY BE STAGGERED TO ENSURE PROPER
QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT
FROM ILUSTRATION)
BEAM TO WALL W/ 1 MANGLE TABLE
BEAM SIZE
QUANTITY/ SIZE
PER LEG TO BEAM
QUANTITY ANCHOR
PER LEG TO WALL
2X4
(4) # 12 - (2) #16
(2) 1 /4" TAPCON
2X5
(5) #12-(3) #16
(2) 1/4"TAPCON
2X6
(5) #12 - (3) # 16
(3) 1/4" TAPCON
2X7
(6) #14 - (4) # 16
(3) 1/4" TAPCON
2X8
(7) #14-(4) #16
(4) 1/4"TAPCON
2X9
(8) #14-(5) #16
(4) 1/4"TAPCON
2X10
(9) #14-(6) #16
(5) 1/4"TAPCON
FOR WOOD APPLICATION IN
LIEU OF MASONRY ANCHORS
USE: 1 /4" X 3" GALV. LAGS
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