HomeMy WebLinkAboutENGINEERINGGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE -.CODES, REGULATIONS & STANDARDS:
1. THE 2.01v7jF. jORIDA BUILDING CODE, 6TH 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. ACI318 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;' ' & _ r _. _
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.A4 3: Bt
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-T-HAN_5° 3NATER 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. 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 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 GGANNED
#12 SCREWS 6 FROM ENDS & 24 CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 03Y
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 8Q LU(:Ie Q)tj*r
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH BE PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
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.Q. 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. PROVID - CLEAfOUTS-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
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
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
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.
s ST. LUCK' COUNTY BUILD _ S
REVIEWED FOR COMP E
REVIEWIED BY
DATE S•
PLANS AND PERMIT MUS BE KEPT
OR NO INSPECTION WIL BE MADE.
"01;CEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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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.
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
2 x 2: 2"x2"x0.044"
C
FEB 2 3 2018
ST. Lucie COU
2 x 3: 2"x3"x0.044"
THESE PLANS
D ALL PROPOSED WORK
2 x 4: 2"x4"x0.044"
ARE SUBJECT
0 ANY CORRECTIONS
z x 5: 2"x5"4.050"
REQUIRED BY
IELD INSPECTORS THAT
OPEN BACK SECTIONS
MAY BE NECES
AAY IN ORDER TO
1 x 2: 1 "x2"4.044"
1 x 3: 1 "x3"x0. 044"
COMPLY W17R
APP141CARLE 60DES.
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"4.050"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 ALL
MEMBER PROFILES ARE INDICATED
IN INCHES. ow ■ e
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DATE: 12/20/2017
COPYDESIGN
REVISION 1: 01/04/2018
PAGE:
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GENgNGUie
2No. 60102
FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14 STATE OF Cc
PORT CHARLOTTE, FLORIDA 33980 -�,`!..• ' .G\',
(941) 391-5980 A
www.fiengineeringilc.com "' it
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PROJECT NO. 1734714
Craig E. Gunderson, P.E. #60102
CA CERT. #30782 DATE: 12/20/2017
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BEAM PER PLAN
(2) EA.1/4" 0 STL BOLTS OR
U
#10X3/4" TEKS EA. SIDE
QUANITY = BEAM SIZE
W
(EXAMPLE FOR 2X6 USE: (6) #10)
2" X 1/8" REC CHANNEL W/ (6) EA. #10 SMS
(2" MIN. EMBED.) INTO HOST STRUCTURE (WOOD)
OR
1/4" 0 TAPCONS X 2-1/4" @ 1-1/2" O.C.
STAGGERED (MIN. OF 2 PER CONN.)
OR
2"X2"X.050" ANGLE EA. SIDE OF BEAM
FASTENED SAME AS CHANNEL.
BEAM TO WALL
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
COVER END OF PANEL
(2) 3/8" THRU-BOLT
SEE ALSO COUEDGE
BEAM ALTERNATES f
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ROOF PER PLAN
A4 PER PLAN
(2) 3/8" THRU-BOLT
SEE ALSO COUEDGE
BEAM ALTERNATES
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BEAM PER PLAN
BEAM PER PLAN
(2) 3/8" 0 THRU-BOLT
SEE ALSO COL/EDGE
BEAM ALTERNATES
2" X 1/8" RECEIVING CHANNEL POST
W/ (2) 3/8" 0 STL BOLTS OR COL. PER PLAN
#10X3/4" TEKS EA. SIDE WHERE MIDPOINT
QUANITY = BEAM SIZE COL. IS INDICATED.
(EXAMPLE FOR 2X6 USE: (6) #1
BEAM TO COLUMN
24GAALUMINUM
FLASHING
#8 SMS W/ 5/8" NEO-
\
WASHER 12" O/C
\`
FOR ALUMINUM PANS OR GALVALUME
STEEL PANS USE #12 X 9/16" W/ 5/8"
PLAN
NEO-WASHER (3) PER PAN
ROOF PER
FOR COMPOSITE PANELS #12 X 1" LG.
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THAN PANEL THICKNESS SMS
W/ 1-1/2" NEO-WASHER 12" O/C
(2) 3/8" THRU-BOLT
SEE ALSO COUEDGE
BEAM ALTERNATES
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BEAM PER PLAN
ADJACENT MOBILE HOME
POST
COL. PER PLAN
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ROOF TO CARRIER BEAM 4TH WALL / ROOF TO C.B. TO WD FRAME WALL SCALE: NTS p
CONNECTION SCALE: NTS CONNECTION SCALE: NTS
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(2) 3/8" DIA. EXPANSION BOLTS
2" FROM EDGE ® ® 2" FROM EDGE
OF SLAB' ��OF SLAB'
TOP VIEW
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC. 1
2"
33/4" FROM EDGE ffl�—
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OF SLAB
TOP VIEW
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO
3-3/4" FROM EDGE
OF SLAB
(2) 114" DIA MACHINE TOP VIEW
BOLTS w/ WASHERS I I Yx3" POST (3) 1/4" DIA MACHINE COLUMN PER PLAN
I I (3) 1/4" DIA C
I BOLTS w/ WASHERS 4"x4"x0.125" POST
(2) 3/8" DIA EXPANSION BOLTS 1/8"x2.,)Q'-�8/4„ BOLTS w/ WASHMAHINERS
SEE NOTE #1 THIS PAGE INTERNAL 1/8"x2"x3" (LENGTH) ANGLE
FOR BOLT PLACEMENT (4) 3/8"x7" LTD TAPCON (4) 3/8"x7" LTD TAPCON 2"x2"x0.125 ANGLE
THRU BOTTOM LEG I I (INTERNAL) THRU BOTTOM LEG /
CONC. FOOTIN OF ANGLE INTO CONC. OF ANGLE INTO CONC.
BELOW
FRONT VIEW
3"x311 POST CONNECTION DETAIL
SCALE: NTS
CONC. FOOTING
BELOW
FRONT VIEW
ALT. COLUMN BASE ATTACHMENT
DETAIL SCALE: NTS
CONC. FOOTING
BELOW
7
FRONT VIEW
4"x4" POST CONNECTION DETAIL
SCALE: NTS
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DESIGN DATE:
12/20/2017
REVISION 1: DATE
-- -
PAGE:
REVISION 2: DATE
SCALE: NTS