HomeMy WebLinkAboutConstruction PlansCRITERIA:
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. RECEIVED
5. ACI318 CONCRETE REFRENCE MANUAL.
WIND LOADS DEC'_ ®;
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TA LE
1604.5: RISK CATEGORY 1. ST. Lucie County, Permitting
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 PST
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'k8" W/ (11 #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:
L PORTLAND CEMENT TYPE 1 -ASTM C 150
IT AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
iii. AIR ENTRAINING +/- I %- 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 AT 85
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.
T. 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 I" 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/30D0 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: Zx4'k0.044"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 VISIBU?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 STRUCTUALLY SOUND.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2'X2`x0.044"
2 x 3: 2"x3"4.050"
2 x 4: 2'k4'k0.050"
2 x 5: 2N5 4.050"
OPEN BACK SECTIONS
1 x 2: M(2'kW.044"
1 x3: 1"x3'X0.045"
SNAP SECTIONS
2 x 2 SNAP: 2"x7)(0.045"
2 x 3 SNAP: 2'k34.050"
2 x 4 SNAP: 2'k4lx0.045"
SELF MATING (SMB)
2 x 4 SMB: 2'x4NO.044'k0.109'
2 x 5 SMB: 2"x5'x0.050N). 100"
2 x 6 SMB: 2x69c0.059'x0.129'
2 x 7 SMB: 2N7'k0.057'X0. 120"
2 x 8 SMB: 2'x8'k0.072`x0. 124"
2 x 9 SMB: 2"x9NO.082NO. 124"
2 x 10 SMB: 2'Scl 0`x0.092"x0.398"
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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 40
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.
DETAIL "J" FOOTINGS
SCALE: NTS
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REVISION 1:
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SCALE: NTS
FOR BEAMS ABOVE 2,8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
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5Zj
U
0
o (o
POST.-
-----j------ PER PLAN
ly-
O O
0 0 0 0
0-
CARRIER BEAM PER PLAN 1 -
LL
(6) #14 X 1" SCREWS
THRU POST TO BEAM
CORNER POST TO CARRIER BEAM
PLAN VIEW
SCALE:NTS
1/8"X2"X2"XSURFACE
LENGTH ANGLE E/S
#14 X 3/4" SMS
/ (10) PER CLIP (20) TOTAL
0
10
0
0
o
BEAM PER PLAN
o
p
o
BEAM PER PLAN
0
o
o
i o
1xz o.a,
ixz o e_
—� #10 X 1-1/2" SMS 6" FROM ENDS
BEAM @ 24" O.C. MAX CONNECTING
PER � PLAN 1"x2" TO CARRIER BEAMAl
PLAN VIEW
MID POST TO CARRIER BEAM
SCALE:NTS
1/8"X2"X2" ANGLE
POST W/ (6) #14 X 3/4" TOTAL E/S
PER
PLAN
i
FRONT VIEW
MID POST TO CARRIER BEAM
SCALE:NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
®OCC
co
C7
co
N
m
ROOFBEAM
W
ER PLAM
O
LL
2 °
e
Z
~ W
n d
O
VU
v9 +°
/8"X2"X2"XSURFACE LENGTH ANGLE E/S
U
tii
p W
ANGLE LEG TO CARRIER BEAM
0'
w
-�
a
W/ #14 X 3/4" SMS THROUGH ANGLE LEG
W
o
Q
TABLE S-1 -
INTO BEAM -FASTEN ANGLE LEG TO SMB
O (7
SMB TO CARRIER
IN SIMILAR MANNER -SEE TABLE S-1 FOR
O m O
°r
SCREWS
FASTENER QUANTITY.
Y
w
= LL
SIDE VIEW
°
a
DESIGN DATE:
11/20/2019
ROOF BEAM TO CARRIER BEAM CONNECTION
REVISION :
DATE
SCALE:NTS
REVISION 2: DATE
2
PAGE.
DRAWN BY: KMM
G
SCALE: NTS
J