HomeMy WebLinkAboutBuilding PlansDESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2017 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 MANUEL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-10 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFRENCE 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: D
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = D
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = .51 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 40 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 14 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 42 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.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
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
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 PORTABLE 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. 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 #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN.
HOLE, 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 1" MIN. HOLE,
EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
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.
3. ROOF BRACING SHALL BE A MINIMUM 2X2"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.
5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
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
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.
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 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 2 x 4 SMB: 2"x4"x0.044"x0.100"
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.
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 N141TH
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.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.050"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2x5:2"x5"x0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2x2SNAP: 2"x2"x0.045'
2 x 3 SNAP: 2" x 3" x 0.059
2 x 4 SNAP: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.046" x 0. 100"
2x5SMB: 2"x5"x0.050"x0.116"
2 x 6 SM B: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
2x9SMB: 2"x9"x0.072"x0.224"
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
DETAIL A
a G( 6-0
i
REV. M E® FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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MAMA N 1/2'SEPAPATION BETWEEN FASTENERS.
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MAINTAIN 3/8' MIN FASTENER SEPARATION FROM EDGE
FASTENERS MAY BESTACG6ABJ TO ENSURE PROPER
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2X6
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BEAM SIZE
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2X4
(4) #12-(2) #16
(8) #12-(3) #16
2X5
(5) #12-(3) #16
(10) #12-(3) #16
2X6
(5) #12-(3) #16
(10) #12-(4) #16
2X7
(6) #14-(4) #16
(12) #14-(4) #16
2X8
(7) #14-(4) #16
(12) #14-(6) #16
2X9
1 (8) #14-(5) #16
(14)#14-(6)#16
2X10
(9)#14-16)#16
(14)#14-(7)#16
BEAM TO COLUMN CONNECTION
DETAIL SCALE: N.T.S.
HOST 36" O/H
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0,
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3105-H 154
1/4"-1' SLOPE (MIN.)
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0-36" 0/1-1 (MAX.)
32'-011
BRICK PAVER
DECK OPTION
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12" (2) 05 BAR
CONTINUOUS
FOOTING NOTES
I. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND I- 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 PST BEARING (TYPICAL) UNDER FOUNDATION
7. SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS.
12"xl2" RIBBON FOOTING
SCALE: NTS
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
ALE C®Py
RECEIVED
DEC 0 7 2020
Permitting Department
St. Lucie County
024 FLASHING SEALED TO
*EXTRUDED
P.)
#14x1/7'S.M.S. W/ INTEGRAL 3/4" 0 WASHER AND
NEOPRENE GASKET @ 12' O.C., TOP & BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE # 14x4"S.M.S. W/ 1-1/4"0 FENDER
WASHER AND NEOPRENE GASKET @ 12'O.C.
(3) PER PAN FOR PANS
OR BRAKE -FORMED ROOF HEADER
R RECEIVING CHANNEL (0.044" MIN. THICKNESS)
ITH MIN. 1-1 /2' BEARING LEG.
HOST STRUCTURE 1 /4" 0 x 2-1 /2" 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
OR TRUSS
# 14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER
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AND NEO-PRENE GASKET @ 17' O.C.
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# 12 X 9/16" W/ 5/8" NEO-WASHER
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(3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
ROOF PER PLAN
COVER END OF PANEL
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EACH EACH
RAFTSECUREER TAIL W/
WITH MIN. 1-1/2' BEARING LEG.
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LONG
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PAN HEAD LAG SCREWS
BEFORE ATTACHING REC. CHANNEL
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ENTIRE LENGTH OF RECEIVING CHANNEL
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ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
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ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) # 1 Ox.75"
INTO GIRT OR PURLIN & (2) #14x.75"
4 #lOxl-1/7' SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE
() CLIPS MAYBE USED
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'k7'x2"x ANGLE SELF MATING OR
5032 H-32 ANGLE � SNAP SECTION TYP.
(2) - # 12 SMS INTO COLUMN
1/4" MASONRY ANCHOR EACH 1' 12' O.B. BASE PLATE-TYP.
ANGLE - EACH SIDE COL. o 0
0 0 1-1 /4" MIN. CONC.
ANCHOR EMBEDMENT
a
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
SECONDARY ANGLE °
d °
3000 PSI CONC.
SLAB/ FTG.
6x6-1Ox10 WWM
OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
SECONDARY ANGLE
a e
7' MIN. INCREASE DISTANCE
WHEN GREATER THAN 2X4
° UPRIGHT IS USED
SIDE VIEW
�(2) - # 12 SMS
1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL)
//i//i////// 2 @ lx2 BASE
2 @ SLAB (BEYOND)
A'.
3000 PSI CONC.
SLAB/FTG.
6x6-1Ox10 WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
1'52" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6' MAX EACH SIDE
OF POST AND 24" O.C. MAX
1-IX CONC. EMBEDMENT TYP
NOTE
WHERE PAVERS ARE PRESENT USE 5/16'
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.)
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.
REVIEWED FUR
FASTEN TOP OF HEADER TO INTERSECTING COPL5AICE
��eLUCIE ®�
MEMBER (4) # 10 SMS (INTERNAL) 2" MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
Bocc
3X2 EDGE BEAM
252k3'kl/8" ANGLE W/
it II (2) # 10 x 3/4" SMS INTO EDGE BEAM
(2) # 10 x 3/4" SMS INTO POST
(NO ANGLE REQUIRED UNLESS EDGE
CENTRAL COLUMN li li BEAM SPLICED OR CORNER ATTACHMENT)
SIZE PER PLAN II
II III
CORNER COLUMN
SIZE PER PLAN -\
C
2"X2"Xl/8" ANGLE CUT TO FIT
W/ (3) 412x.75" EACH LEG
EACH SIDE OF UPRIGHT TYP.
SEE UPRIGHT TO DECK
CONNECTION DETAIL
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTIO�TILE®Pv
SCALE: N.T.S.
#14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
1
•
S.M.S. w/ ¢ FENDER WASHER
2"X2"Xl/8" ANGLE CUTTO FIT
AND#14N
GASKET O.C.
AND NEO-PRENE GASKET @
w/#12x.75" @ 1" SPACING MAX.
LL
FOR NON -LOAD BEARMG WALLS:-
(4) PER LEG (MIN.) EACH SIDE TYP.
(4)
ALTERNATELY CLIPS MAYBE USED
1/4" DIA. TAPCON 6" FROM ENDS
PRIMARY UPRIGHT PER PLAN
SIDE WALL UPRIGHT 24" O.C. MAX 1-1/4" EMBEDMENT
10
PER PLAN INTO UNDERLYING CONC.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062
/- (4) #1Gx2" SMS INTO
SCREW BOSSES
CLIPS MAYBE USED
MAYBEANGLEUSED
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
1/4" DIA. TAPCON 6" FROM ENDS
OR FASTEN W/ #8 X 9/16" SMS SCREW BOSSES OR
24" O.C. MAX 1-1/4" EMBEDMENT
2" FROM CORNERS8" IN FIELD CLIPS MAY BE USED
INTO UNDERLYING CONC.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.