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GENERAL NOTES
1. DESIGN CRITERIA: SCANNED
APPLICABLE CODES, REGULATIONS & STANDARDS: ��
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIF CALLY
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.
6. AA ASM 35 & AA ADM 1
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. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
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
11. 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
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
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 2"X2"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.
FASTNER SPECIFICATIONS:
1. FASTNERS 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"X3-1/2" 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"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" 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:
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DATE
PLANS AND PERMIT MUST B KEPT
OR NO WSPECTION WILL B , MADE.
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.
I. REINFORCING BARS - ASTM A615, GRADE 60
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
11. WELDED WIRE FABRIC - ASTM A185
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
ON TYPE M OR S MORTAR.
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
2. ALL MORTAR SHALL BE TYPE M OR S.
PERMITTED.
3. ALL GROUT-SJ=IALLBE2000_P_SLMINIMU.M-ANlD-HAVE _
-D-PREPARE & PLACE -CONCRETE -PER AMERrc-WCONCRETE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
INCLUDING HOT WHEATHER RECOMMENDATIONS.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
HEIGHT.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
MISCELLANEOUS:
FBC. (CATEGORY 2 ROOMS ONLY)
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
BARRIER. (CATEGORY 2 ROOMS ONLY)
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
FROM STRUCTURAL CRACKING, SPALLING & OTHER
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
THE FIELD.
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
GROUT WITH BONDING AGENT.
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
(OR EQUAL) TYP. ALL LOCATIONS.
STRUCTURE.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
RESPONSIBILITIES:
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
NOTED.
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PAN0CF.ALED F STENERS OR ATTACHMENTS
CT = CABLE TIE
SG = SUPER GUTTER ARE THE f ESFONSIBILITY OF THE
CS = CLEAR SPAN COJ�IT ACTOR OF KB = KNEE BRACE RF GORD
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
THESE PLANS j
IIND ALL PROPOSED WORK
2 x 4: 2"x4"4.044"
ARE SUBJECT
TO ANY CORRECTIONS
2 x 5: 2"x5"x0.050"
REQUIRED BY f
IELD INSPECTORS THAT
OPEN BACK SECTIONS
MAY ®E NECKS
IARY IN ORDER TO
1 x 2: 1 "x2"x0.044"
GOMPhY WITH
PAR Li GGDES.
1 x 3: 1 "x3"x0.044"--
.
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SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE
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FLORIDA ENGINEERING LLC
4456 TAM IAM I TRAIL, UNIT B 14STATE OF
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PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.fiengineeringlic.com
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PROJECT NO. 1811019 CA CERT. #30782E: 5/3/2018
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SELF -MATING OR
1/8"x2"x2"x3" ANGLE -_.SNAP SECTION TYP.
1/8"x2"x2" ANGLE
2 - #12 SMS INTO COLUMN z I'W" O.B. BASE PLATE-TYP.
0 0 2-1/4" x l/4" MASONRY ANCHOR
3/8" x 4" TAPCON 1-Y4" MIN. CONC.
- o ANCHOR EMBEDMENT
MIN 4" SLAB 3000 PSI 2" MIN. INCREASE DISTANCE
CONC. w/FIBERMESH WHEN GREATER THAN 2x4
UPRIGHT IS USED
CONC. FOOTING BELOW SIDE VIEW NOTE
WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.) BEAM
2 - #12 SMS INSTALL BF
3/8" x 4" TAPCON 2 @ SLAB (BEYOND) TO CORNE'
2-1/4" X 1/4" TAPCON 2 @ 1x3 BASE NOTE' BR/
HAVE 2" TC
FROM COR
1"x3" BASE PLATE ANCHORED
........ TO CONCw/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
CONC. FOOTING BELOW FRONT VIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
2x2X3 ANGLE
(3)-#.14 TEKS
EACH SIDE
2x2x125 ANGLE
W/ (4) #14x3/4" TEKS
EACH SIDE
'HORIZONTAL OR SLOPED
2x2xl/8 ANGLE EAVE RAIL TO
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W/ (4) #14 TEKS
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DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
2x2x 125 ANGLE
W/ (2) #10 SMS INTO COL.
& 3/8" x 2" TAPCON THRU
13ASEPLATEINTO CONCRETE
1-112" (MIN.) EMBEDMENT\
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
FASTEN TOP OF HEADER TO INTERSECTING
2"x3" MEMBER w/(2) #10 SMS w/l"
PENETRATION INTO SCREW BOSS OF
2'W" MEMBER - TYP. BOTH SIDES
2"53" DOOR JAMB
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH 2"x3" TO BASE PLATE
(INTERNAL) w/(2) #10x2" SMS
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1112" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB & HEADER
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ALUMINUM INTERNAL OR EXTERNAL
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REVISION 2: DATE
SCALE: NTS
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BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF BEAM
2x2x4x1/8" ANGLE
EA. SIDE OF BEAT
w/(4) #14 TEKS
EACH LEG EACH
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
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NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2)#14x2"
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STRUCTURAL
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FOR 2X7 AND GREATER 4 ROWS OF(4) #14
`NOTE: FOR SPANS OVER 33' ADD ANOTHER ROW
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
(2) #12 TEKS (IYP.)
EA. MEMBER (FOR
SPANS OVER 32'
USE #14 TEKS)
EAVE RAIL
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x 3 x 0.05
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2x2x1/8" ANGLE w/(2) GIRT
#12 SMS EA. LEGS
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(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
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(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
ALTERNATELY USE 2x2x1/8 ANGLE
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
K-BRACE
2 x 3 x 0.050 CHAIR RAIL
K-BRACE
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FASTEN TO GUTTER w(2)
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x 3 x 0.050
RACE (TYP.)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
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DESIGN DATE:
5/4/2018
REVISION 1: DATE
PAGE:
REVISION 2:
DATE
SCALE:
NTS