HomeMy WebLinkAboutPROJECT INFORMATIONGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS: SCANNED
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPEC IFIGAXLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 YMV_MN& 9
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
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: B
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
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
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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
• SLAB (3000 PSI) 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.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
=DRILL- &E _OXY_NE_ W STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4"MIN-VV% NOTTSFIFZ1N1fING-S MPSGN--EPDXI=TIE-
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 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
#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:
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:
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE -
DATE LF
PLANS AND PERMIT
MUST BE KEPT ON JO OR
NO INSPECTION WILL B MA[
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.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 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
G.GMRR.QMI.qED= :. THT_HEAT_TACH_ MENT 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 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 PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"4.044"
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"
GOUGE s I
ARE THE
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"4.057"0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
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2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
S ORA77ACOMEtITS
'IBUp1eY OF THE
OFRECOAD
T6 AN Y CQC RE0`II0IN'
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DESIGN DATE: 06/21/2018
REVISION 1: DATE PAGE:
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THESE PLANS WERE PREPARED BASEI- THE PREMISE THAT THE EXISTING STRUCT�—
WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER OF THE STATE OF
FLORIDA, WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY, WAS
CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION,
HAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED
BY THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS
OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BY THE FINAL INSPECTION
OF THE PERMITTING AGENCY. ALSO, THE OWNER AND ALL PARTIES CONCERNED WILL
INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE
EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON.
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i BEAM PER PLAN
BEAM PER PLAN
0
U / (2) EA. 1/4" 0 STL BOLTS OR
2 3/8" 0 THRU-BOLT
BEAM PER PLAN ( )
#12X3/4" TEKS EA. SIDE
SEE ALSO COL/EDGE
QUANITY = BEAM SIZE
BEAM ALTERNATES
(EXAMPLE FOR 2X6 USE: (6) #12)
F- ----------------------------- _
0
2" X 1/8" RECEIVING CHANNEL POST
0 2" X 1/8" REC CHANNEL W/ #12 SMS (QUANITY= BEAM SIZE)
W/ (2) 3/8" 0 STL BOLTS OR COL. PER PLAN
#12X3/4" TEKS EA. SIDE
(2" MIN. EMBED.) INTO HOST STRUCTURE (WOOD) OR
QUANITY = BEAM SIZE
1/4" 0 TAPCONS X 2-1/4" @ 1-1/2" O.C. STAGGERED
(EXAMPLE FOR 2X6 USE: (6) #1
(MIN. OF 2 PER CONN.) OR 2"X2"X.050" ANGLE EA. SIDE
OF BEAM FASTENED SAME AS CHANNEL.
BEAM TO WALL SCALE: N.T.S.
BEAM TO COLUMN SCALE: N.T.S.
24GAALUMINUM FLASHING
- 21-011
#8 SMS W/ 5/8" NEO- \
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
WASHER 12" O/C \`
BEAM PER PLAN
USE #12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN
FOR ALUMINUM PANS OR GALVALUME
FOR COMPOSITE PANELS #12 X 1" LG. THAN PANEL
THICKNESS SMS W/ 1-112" NEO-WASHER 12" O/C
STEEL PANS USE #12 X 9/16" W/ 5/8"
PLAN NEO-WASHER (3) PER PAN
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BEAM PER PLAN
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POST!
DETAIL "MH-G' KNEE BRACE
COL. PER PLAN
CONNECTION SCALE: N.T.S.
ROOF TO CARRIER BEAM
4TH WALL / ROOF TO C.B.
CONNECTION SCALE: N.T.S.
CONNECTION SCALE: N.T.S.
(2) 3/8" DIA EXPANSION BOLTS
2" FROM EDGE O ® 2" FROM EDGE
OF SLAB' jjjI����� OF SLAB'
TOP VIEW
(2) 1/4" DIA MACHINE
BOLTS w/ WASHERS i 3"x3"x0.125" POST
3/8" DIA. EXPANSION BOLTS I
;E NOTE #1 THIS PAGE 3"x3"x0.125 ANGLE
IR BOL_PLACEMENTT
mm
FRONT VIEW MIN. 3000 PSI CONC. FTG/SLAB
W/ 6x6 -10xl0 W.W.M. OR
FIBERMESH (TYP.)
YxY POST CONNECTION DETAIL
OPTION #1 SCALE: N.T.S.
(4) 1/4"x3" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
2" FROM EDGE
OF SLAB
TOP VIEW
3X3 POST PER PG. 2
(2)1/4" DIA MACHINE
BOLTS w/ WASHERS •
(4) 1/4"x3" TAPCON TI
THRU BOTTOM LEG
OF ANGLE INTO CON
2"x3"xl/8"
(LENGTH) ANGLE
(INTERNAL)
FRONT VIEW MIN. 3000 PSI CONC. FTG/SLAB
W/ 6x6 -10xl0 W.W.M. OR
FIBERMESH (TYP.)
YxY POST CONNECTION DETAIL
OPTION #2 SCALE: N.T.S.
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO
SEE MFG. GUIDELINE
- FOR ANCHOR SPACIN(
SETBACK REQUIREMENT
(3) 1/4" DIA MACHINE
BOLTS wMASHERS
(4) 3/8"x4" TAPCON
THRU BOTTOM LEG
OF ANGLE INTO COI
TOP VIEW COLUMN PER PLAN
1/8"x2")Q"X33/4"
(LENGTH) ANGLE
(INTERNAL)
MIN. 3000 PSI CONC. FTG/SLAB
W/ 6x6 -10x10 W.W.M. OR
FIBERMESH (TYP.)
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SCALE: N.T.S.
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DATE
PAGE:
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DATE
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SCALE:
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PRIGHT
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•• •• •• i
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(4) #10x3l4" SMS
REQUIRED FOR Zx3
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FASTENING SECONDARY
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(TYP EACH SIDE)
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ANGLE
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ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
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2X8
2
3
2X9
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4
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2
4.5
NOTES:
- -(1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 14' 0 CONCRETE
�3" MIN. SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2 3/4" AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4. 2X3W11X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" OX3" LAG
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"x3" OR LARGER UPRIGHT TO CONCRETE
W/WO PAVER DETAILS SCALE: N.T.S.
ROOF PER PLAN
I:T.��I
Qc ALTERNATES FOR COL.
TO 2"X2"AT HEADER:
1- DETAIL "C" SHT 3
2-(4)#10X3"SMS
THROUGH MEMBER ABOVE
INTO COL SCREW BOSS
3- NOTCH COL. TO RECEIVE
t BEAM FASTEN W/ COL. PER PLAN
(2) Y47 THRU-BOLT
2"X2" PER PLAN
ATTACH TO ROOF PANELS
W/# 12 X 2-1/2" SMS 12" O/C
6" FROM ENDS
EDGE BEAM BEAM
'(2) 1/4" THRU-BOLT
ALSO COL./ EDGE
BEAM ALTERNATES
(THIS PAGE)
1 "X2" FASTEN TO ,
ADJOINING WALL ADJOINING BEARING WALL
WM12 X 1-1/2"
SMS @ 18" O.C.
A4"X2-3/4" TAPCONS
R EQUAL AT 24" O.C.
ND 6" FROM ENDS
ERE KICK PLATE IS INDICATED
STEN W/ #10 X 9116" SMS
0/C AT PERIMETER
EXISTING CONCRETE TYPICAL SIDE WALL 1/4" TAPCON (RED HEAD MFG. OR EQUAL) 6" FROM ENDS 24" O.C.
COLUMN 2-1/4" PENETRATION INTO UNDERLYING FOOTING
SCREEN ROOM END WALL
SCALE: N.T.S.
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
USE #12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN
FOR COMPOSITE PANELS #12 X 1" LG. THAN PANEL
THICKNESS SMS W/ 1-1/2" NEO-WASHER 12" O/C
ROOF PER PLAN I f ] ,,COVER END OF PANEL
BEAM PER PLAN
(2) 1/4" THRU-BOLT
ALSO COLJ EDGE
BEAM ALTERNATES
(SEE BELOW)
POST
ROOF TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
COL. PER
PLAN
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x75"
INTO GIRT OR PURLIN & (2) #14x75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) #10 SMS w/2"
PENETRATION INTO SCREW BOSS OF
MEMBER-TYP. BOTH SIDES
EDGE BEAM PER PLAN
I
OPTION #1
2' x2"x 125 ANGLE
W/ (2) #12 SMS
EA SIDE (TYP.) COL. PER
PLAN
> PURLIN
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
MEMBER
#10x2" SMS INTO
REW BOSSES
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x75"
INTO COLUMN & (2) #14x75"
INTO EDGE BEAM ('0.062 ANGLE
CLIPS MAYBE USED)
/= VINYL AND ACRYLIC PANELS SHALL
BE REMOVED WHEN WIND SPEEDS
EXCEED 75 MPH PER FBC.
FOR ALL PRE APPROVED PRODUCTS
SCREW SIZE & INSTALLATION, SEE
'TYP. EDGE BEAM CONNECTIONS FOR
SCREEN/ACRYLIC ROOMS
'ALL MEMBERS PER PLAN SEE PG. 2
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