HomeMy WebLinkAboutCARPORT SPECIFICATIONSGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
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 & 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: St Lucia C"60--&1
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS ST. LUCIE COUNTY
OTHERWISE SPECIFIED. BUILDING DIVISION
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH REVIR eE
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. FOR COfr p pr9 c
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". REVIEWED BY
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS DATE .�,I
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 PLANS AND PE MIT
INCHES. MUST BE KEPT ON JOB OR
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 4 NO INSPECTION WILL BE MADE
WIND SPEEDS EXCEED 75 MPH PER FBC. -�`-
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
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APPROVED BY FLORIDA ENGINEERING LLC.
ERS WHICH ARE NOT VISIBLE AFTER INSTALLATION
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:
2. FOR FASTEN
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
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/3000 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 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 APPLY)
SCR = SCREEN
THESE I
KP = KICK PLATE
ARE SUI
PW = PICTURE WINDOW
RRQUIR
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOMAY BE
DH = DOUBLE HUNG WINDOW
COMPL)
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
CONC
SG = SUPER GUTTER
CS = CLEAR SPAN
A
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"4.044"
2 x 5: 2"x5"0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"4.044"
1 x 3: 1 "x3"x0.044"
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"
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 ALL
MEMBER PROFILES ARE
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DESIGN DATE: 01/18/2018
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4456 TAMIAMI TRAIL, UNIT B14 STATE OF
PORT CHARLOTTE FLORIDA 33980 �F•'' ....
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Cra E. Gunderson, P.E. #60102
PROJECT NO. 1800514 CA CERT. #30782 DATE: 01/18/2018
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BEAM PER PLAN
(2) EA.1/4" 0 STL BOLTS OR
#12X3/4" TEKS EA. SIDE
QUANITY = BEAM SIZE
(EXAMPLE FOR 2X6 USE: (6) #12)
2" X 1/8" REC CHANNEL W/ (6) EA. #12 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 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
COVER END OF PANEL --, V v ROOF PER PLAN
PER PLAN
(2) 3/8" THRU-BOLT (2) 3/8" THRU-BOLT
SEE ALSO COLIEDGE SEE ALSO COL/EDGE
BEAM ALTERNATES / BEAM ALTERNATES
BEAM PER PLAN
POST
COL. PER PLAN
I
I
ROOF TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
2*r
3/8" DIAEXPANSION BOLTS
2" FROM EDGE O FROM EDGE
OF SLAB `A OF SLAB
TOP VIEW
(2) 1/4" DIA. MACHINE I 3"&'x0.125" POST
BOLTS w/ WASHERS
(2) 3/8" DIA EXPANSION BOLTS
SEE NOTE #1 THIS PAGE 3"x3"x0.125 ANGLE
FOR BOLT PLACEMENT
CONC. FOOTIN
BELOW
FRONT VIEW
YxY POST CONNECTION DETAIL
SCALE: N.T.S.
BEAM PER PLAN
0
BEAM PER PLAN i (2) 3/8" 0 THRU-BOLT
Q SEE ALSO COUEDGE
T BEAM ALTERNATES
2" X 1/8" RECEIVING CHANNEL POST
W/ (2) 318" 0 STL BOLTS OR COL. PER PLAN
#12X3/4" TEKS EA. SIDE WHERE MIDPOINT
QUANITY = BEAM SIZE COL. IS INDICATED.
(EXAMPLE FOR 2X6 USE: (6) #1
BEAM TO COLUMN SCALE: N.T.S.
24GAA ALUMINUM 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"
PER PLAN
NEO-WASHER (3) PER PAN
ROOF
FOR COMPOSITE PANELS #12 X 1" LG.
j
THAN PANEL THICKNESS SMS
W/ 1-1/2" NEO-WASHER 12" O/C
(2) 3/8" THRU-BOLT
SEE ALSO COLIEDGE
BEAM ALTERNATES
I
BEAM PER PLAN ADJACENT MOBILE HOME
POST
COL. PER PLAN
I
I
I
4TH WALL / ROOF TO C.B.
CONNECTION SCALE: N.T.S.
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC. -E 1
2"
3-3/4" FROM EDGE
OF SLAB
TOP VIEW
(3) 1/4" DIA. MACHINE COLUMN PER PLAN
BOLTS w/ WASHERS
I I 1/8"x2"x2"x3-3/4"
(4) 3/8"x7" LTD TAPCON (LENGTH) ANGLE
THRU BOTTOM LEG (INTERNAL)
OF ANGLE INTO CONC.
CONC. FOOTING
BELOW
FRONT VIEW
ALT. COLUMN BASE ATTACHMENT
DETAIL 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
WOOD FRAME WALL PER PLAN
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DETAIL: ROOF PANEL ATTACHMENT
TO WD FRAME WALL SCALE: N.T.S.
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC-
3-3/4" FROM EDGE
OF SLAB
TOP VIEW
(3) 1/4"DIA MACHIN
4"x4"x0.125" POST
BOLTS w/ WASHERS
(4) 3/8"x7" LTD TAPCON
2"&W.125 ANGLE
THRU BOTTOM LEG
OF ANGLE INTO CONC.
CONC. FOOTING
BELOW
FRONT VIEW
4"x4" POST CONNECTION DETAIL
SCALE: N.T.S.
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DESIGN DATE: 01/18/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS