HomeMy WebLinkAboutFENCE PLANSGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, OTH 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.
S. AAASM35&AAADMI
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.4AISK 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: 160
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: D
3. MEANS OF EGRESS, CH 10, FBC 2017
CONCRETE & FOUNDATION DESIGN:
1 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
FOLLOWW G COMPONENTS:
I. PORTLAND CEMENT TYPE I-ASTM 0150
II. AGGREGATES- LARGE AGGREGATE 314- MAX -ASTM C 33
III. AIR ENTRAINING ♦A 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
It. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
DR MITRE THAN S'. WATER ADDED AFTER BATCHING IS NOT
1.2,&3
SUBSURFACEARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4' CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING.
SPALLING & OTHER DETERIORATION, NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
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 4W OIC W1W 05
REBARS DRILL 314' HOLE 4' EMBEDMENT- EPDXY W/
NONSHRINKING "SIMPSON EPDXY TIE' (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 30M 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
912 SCREWS 6° FROM ENDS & 24- CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2°X2X.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 IN14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC..
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.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4'X3.112-DAM LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4, 1 VX2' NON STRUCTURAL MEMBERS ATTACHED TO HOST
A FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4'X2814' TAPCONS OR EQUAL AT 2W O.C. AND 6' FROM END.
B. FOR WOOD APPLICATION USE 0102-314" WOOD SCREW AT
24' OC. AND 6' FROM ENDS.
C. FOR ALUMINUM APPLICATION USE Y10XI-1/2' 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. 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 31W.
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS "' IN
HEIGHT.
SCANNED
BY
St. Lucie County
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER 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.
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 SOTHAT 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 EMSTINGI HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THEATTACHMENT 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 MAYNOTA P Y)
SCR =SCREEN
KP = KICK PLATE
PIN = PICTURE WINDOW
X= HORIZ. SLIDING WINDOW
O = HOR17 STATIONARY WINDOW
OR = 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°X2x0.044'
2 x 3: 2'xTxO.044'
2 x 4: 2-x4'xO.044'
2 x 5'. 2'X5'k0.050"
OPEN BACK SECTIONS
1 x 2: Va-.0.044'
1 x 3: INW.0.044"
SNAP SECTIONS
2 x 2 SNAP: 2'x W.050'
2 x 3 SNAP;. 2'Y74.050'
2 x 4 SNAP: 20X,1 x 1.045'
SELF MATING ISMS)
2 x 4 SMB:.2"x4'x0.044"x0. 1 OV
2 x 5 SM8:2N5"xO.050"x0.100"
2 x 6 SMB: 2'X6'x0.050"xO.120"
2 x 7 SMB: 2'A7'X0.057'x0.120'
2 x 8 SMB: 2W'x0.072'xO.124'
2 x 9 SMB: 2�9'x0.082NO.124'
2 x 10 SMB: 2NI6"r0.092'x9.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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