HomeMy WebLinkAboutProposed Screen Room PlanDESIGNaCRITERI ;: ,
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
PROPOSED 4" SLAB 3000 PSI CONCRETE W/ FIBERMESH +
PERIMETER 8"X8" MONOLITHIC FOOTER (1) #5 REBAR CONT.
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. 1 "X2" 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
FOUNDATION PLAN
S/04
DETAILS
PROPOSED SCREEN ROOM
SEE FOUNDATION PLAN SHEET-03
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2x2"4.044"
2 x 3: Zlx3'k0.050"
2 x 4: 2'kKN'4.050"
2 x 5: 2"x5"x0.050"
RECEIVED
OPEN BACK SECTIONS
1 x2: 1'k20.044"
"x3`4.045"
FEB 0 8 2091
1 x 3: 1
SNAP SECTIONS
St. Lucie County
2 x 2 SNAP: 2"x2"x0.045"
Permitting
2 x 3 SNAP: 2'kOlxO.050"
2 x 4 SNAP: 2'k4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: n4'k0.044'k0.109'
2 x 5 SMB: Z6c K0.050"x0.109'
2 x 6 SMB: 2'k6'k0.050'k0.120"
2 x 7 SMB: 2"x7`xO.057"x0.120"
2 x 8 SMB: n8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082'k0.124"
2 x 10 SMB: 2"xl0"x0.092"x0.398"
DETAIL A
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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 RELOCATED BY CONTRACTOR IN
THE FIELD.
"NOTE: 36" (MAX.) O/H AT FRONT, 25% OF LAST PANEL WIDTH
ALONG SIDES, TYP.
RESIDENCE
HOST CMU WALL
3" X .032" X 1LB
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42'-0" -
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6'-8" 6'-8" .6'-8" 6'-8"--tom6'-8" 6'-8"
40'-0"
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FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
FOUNDATION DESM;N
PROPOSED 4" SLAB 3000 PSI CONCRETE W�/"FIBERMESH +
PERIMETER 8"X8" MONOLITHIC FOOTER (1) #5 REBAR CONT.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPE OR NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
L PORTLAND CEMENT TYPE 1 - ASTM C 150
ii 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
A. 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 WEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK
CATEGORY II, III, & IV STRUCTURES ONLY.
g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER. (SLAB ONLY)
2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
DRILL & EPDXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED
4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
48" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN
W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
TYP. ALL LOCATIONS
5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
MASONRY SPECIFICATIONS
1. CONCRETE MASONRY 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.
FOOTING NOTES
1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN
ADJACENT REBAR LAPS.
2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN
CONTACT WITH THE EARTH.
3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS
4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO
CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
7. SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE
INFORMATION & SPECS.
O SODDED GRADE
8„
NEW 4" SLAB 3000 PSI
W/ FIBERMESH
\ 450
(1) #5 BAR
CONTINUOUS
(25" MIN. LAP)
8"x8" MONOLITHIC FOOTING
SCALE: NTS
8"x8" MONOLITHIC FOOTER
RESIDENCE
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HATCH
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HOST/ EXIST.
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NOTE: ALL MAY NOT APPLY
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FILE �®p�
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
at ._
.024 FLASHING SEALEF�5)
WALL (TYP.)
n^ # 14x1 /2" S.M.S. W/ INTEGRAL 3/4-0 WASHER AND
NEOPRENE GASKET Q 12" O.C., TOP & BOTTOM.
O O O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
O FASTENERS USE #14x4. 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 /7' BEARING LEG.
HOST STRUCTURE 1 /4" 0 x 2-1 /7' LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1/4" 0 x 2-1 /4" LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
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EXISTING RAFTER \ Q�. co O O d
#14x4"S.M.S.w/1-1/4"0FENDER WASHER pe /� _=z; Jcn
OR TRUSS O < # AS ER S.M.S. EO INTEGRAL GASKET
AND NEO-PRENE GASKET @ 17' O.C. �' �� ®�� — = u O Q : z = p
O WASHER AND NEOPRENE GASKET = (� C4 `
@ 17' O.C., TOP & BOTTOM # 12 X 9/16' W/ 5/8" NEO-WASHER = : O � _ al
(3) PER PAN FOR PANS (3) PER PAN FOR PANS
ROOF PER P 7
EXTRUDED OR BRAKE -FORMED ROOF HEADER PLAN(�� 0
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) R
SECURE FASCIA TO EACH WITH MIN. 1-1 /7' BEARING LEG. \COVER END OF PANEL `�(�,{/. ��\\ LL
RAFTER TAILW/(1)1/4"0x4" `�vHW
PAN HEAD LAG CHANNEL
(1)1/4"0X7'LAGSCREW@24"O.C. r`u VIEWED ®�////IIIIIIIIItCt`��,\\
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
3" X T X .050" MIN. �r�,;y:
ROOF PANEL ATTACHMENT -WOOD FRAME (SEE PLAN) P O PLIAN C)
�, 00
SCALE: N.T.S. ROOF PANEL TO CARRIER BEAM � G C ���N®vu
� R® 00
J o CD
CONNECTION SCALE: N.T.S. ®� �?
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75'
INTO GIRT OR PURLIN & (2) #14x.75"
BEAM OR
(4) #10xl-1/2' SMS INTO CLIIPPS MAYBE USED UPRIGHT 0.062 ANGLE
SCREW BOSSES
BEAM -SNAP,
NG, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
/8'k7k7k ANGLE SELF -MATING OR
1
SNAP SECTION TYP.
5032 H-32 ANGLE
(2) - #12 SMS INTO COLUMN 1",0 O.B. BASE PLATE-TYP.
ANGLE - EACH SIDE COL. o 0
ANC
0 0 MIN. CONIC.
1 /4" MASONRY ANCHOR EACH
� ANCHOR EMBEDMENT
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
SECONDARY ANGLE
a ,
a
n °
3000 PSI CONC.
SLAB/FTG.
6x6-10x10 WWM
OR FIBERMESH
1 /4" MASONRY ANCHOR
AT EACH ANGLE
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
SECONDARY ANGLE
SIDE VIEW
7' MIN. INCREASE DISTANCE
WHEN GREATER THAN 2X4
UPRIGHT IS USED
(2) - # 12 SMS
1/4"TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ 1x2 BASE
2 @ SLAB (BEYOND)
ROOF PER PLAN
# 14x4" 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
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
(2) 1/4" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
ALTERNATELY (4) # 10 INTO SCREW
BOSS OF UPRIGHT 7' MIN.
POST •OPTIONALEXTRUDED GUTTER IS
ATTACHED TO 3" INSULATED ROOF
W/#12x1"6" FROM ENDS 24" O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
na y I L
• I ° �1 k7 BASE PLATE ANCHORED
TO CONIC w/ 1/4"MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
a ° ° 1-1 /4" CONC. EMBEDMENT TYP.
•n
° 6" NOTE
3000 PSI CONC. 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:
l .- 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.
2"X2"Xl/8" ANGLE CUT
W/ (3) #12x.75" EACF
EACH SIDE OF UPRIGHI
SEE UPRIGHTTO
CONNECTION DI
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 PLAN
mi ii ii `OPTION #2
li it ii ALUMINUM INTERNAL OR EXTERNAL
n RECEIVING CHANNELw/(4) *10x.75"
INTO COLUMN & (2) # 14x.75"
COL. PER COL. PER ii INTO EDGE BEAM (`0.062 ANGLE
PLANII PLAN CLIPS MAYBE USED)
II II � I
II II II II
II II II II
II II II II
II II II II
II II II II
II II II II
II II II II
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.
(
)FIT
LEG
2"X2"XI/8" ANGLE CUTTO FIT
#14x4" 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
1/4" DIA. TAPCON 6" FROM ENDS
PRIMARY UPRIGHT PER PLAN
SIDE WALL UPRIGHT 24"0.C. MAX 1-1/4" EMBEDMENT
PER PLAN INTO UNDERLYING CONIC.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL W/(4) #1Ox.75"
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
(4) #IOx2" SMS INTO
SCREW BOSSES
CLIPS MAYBE USED
CHAIR RAIL PER PLAN
*ANGLE REQUIRED ONE SIDE ONLY
ATCORNER 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
,ECK
1/4"DIA. TAPCON 6"FROM ENDS
OR FASTEN W/#8 X9/16°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
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.