HomeMy WebLinkAboutBuilding PlansDESIGN CRITERIA:
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APPLICABLE CODES. REGULATIONS & STANDARDS
ALUMINUM SPECIFICATIONS
ALUMINUM MEMBERS DIMENSIONS
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1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
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STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
OTHERWISE NOTED.
HOLLOW SECTIONS
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2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
2 x 2: 2" x 2" x 0.050"
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PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY
#12 SCREWS b" FROM ENDS & 24"CENTER TO CENTER.
2 x 3: 2" x 3" x 0.050"
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THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
2 x 4: 2" x 4" x 0.050"
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3. ASCE 7-10 & SE17
4 . THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2" x 5" x 0.050"
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4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFRENCE
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
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MANUAL.
INCHES.
OPEN BACK SECTIONS
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5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
D75 PER FBC.18/14
1 x 2: 1" x 2" x 0.044"
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WIND LOADS
SPEEDS
1 x 3: 1" x 3" x 0.045"
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6. CREEN MATERIAL SWIND
HALL BEFSCREEN UNLESS
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1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
APPROVED BY FLORIDA ENGINEERING LLC.
SNAP SECTIONS
1604.5: RISK CATEGORY 1. 5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED 2 x 2 SNAP: 2" x 2" x 0.045"
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
INTERCHANGEABLY.
2 x 3 SNAP: 2" x 3" x 0.050"
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REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
2 x 4 SNAP: 2" x 4" x 0.045"
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1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
FASTENER SPECIFICATIONS
SELF MATING (SMB)
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3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
2 x 4 SMB: 2" x 4" x 0.046" x 0.100"
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VULT = 150 MPH & EXPOSURE = C_
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
2 x 5 SMB: 2" x 5" x 0.050" x 0.116"
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FOR 20 X 20 X 0.013" MESH SCREEN
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
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HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
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HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES 12 PSF
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
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VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF
SCREWE'IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
2 x 9 H SMB: 2" x 9" x 0.082" x 0.306"
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SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
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FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
DETAIL A
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FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = .6
1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
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B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT
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24" O.C. AND 6" FROM ENDS.
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FOUNDATION DESIGN
C. FOR ALUMINUM APPLICATION USE.# 10 X 1-1 /2" SMS OR TEK
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
SCREW AT 24" O.C. AND 6" FROM ENDSOR
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FOUNDATION SYSTEM IS REQUIRED"
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CONSTRUCTION IF A MINIMUCONCRETE SLAB PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
8HO.C. AND 6OUT
SDP CFING SHALL BET ED CED TO ENDS
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& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY
MASONRY SPECIFICATIONS
CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
DESIGN MINIMUM REQUIREMENTS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
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ON TYPE M OR S MORTAR.
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2. ALL MORTAR SHALL BE TYPE M OR S.
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SPECIFICATIONS
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
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FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
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1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
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REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
HEIGHT.
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APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
MISCELLANEOUS -
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i. PORTLAND CEMENT TYPE 1 - ASTM C 150
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
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ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
iii. AIR ENTRAINING +/- 1 %- ASTM C 260
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
iv. WATER REDUCING AGENT - ASTM C 494
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
v. CLEAN PORTABLE WATER
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
vi. OTHER ADMIXTURES NOT PERMITTED
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
b. METAL ACCESSORIES SHALL CONFORM TO: WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
i. REINFORCING BARS - ASTM A615, GRADE 60
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
ii. WELDED WIRE FABRIC - ASTM Al85
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
THE FIELD.
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
PERMITTED.
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
GROUT WITH BONDING AGENT.
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
INCLUDING HOT WHEATHER RECOMMENDATIONS.
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
STRUCTURE.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2x4"x0.044"x0.109'
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK
UNLESS OTHERWISE INDICATED.
CATEGORY II, III, & IV STRUCTURES ONLY.
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g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER. (SLAB ONLY)
RESPONSIBILITIES
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WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
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1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
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EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
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AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
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DRILL &EPDXY #4 X 8" REBAR
BE NOTIFIED OF ANY DISCREPANCIES.
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INTO EX. FOUNDATION EMBED
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
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4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
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48" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
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EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN
THE ATTACHED DETAILS.
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W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
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TYP. ALL LOCATIONS
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
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DESIGN DATE: 10/07/2020
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED �+®LJ�/
NOTED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
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EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
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REVISION 1:
DATE
REVISION 2:
DATE
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CONTRACTOR:
STONES ALUMINUM
FLORIDA ENGINEERING LLC
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4161 TAMIAMI TRAIL, UNIT 101
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PORT CHARLOTTE, FLORIDA 33952
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(941) 391 -5980
PROJECTADDRESS:
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TILLBERG
1313 LONE PINE DR
www.flengineeringllc.com
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FT PIERCE FL
PROJECT NO. 2028111 CA CERT. #30782
No.60102
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C Ig E. Gunderson, P.E. #60102
An 10/09/2020
1'k7FASTEN TO COL. (INTERNAL)
w/(2) #10XI-1/2' SMS, FASTEN TO
EAVE RAILS ABOVEw/#10 1-1/7'SMS
24" O.C. AND 6" WITHIN COL.
TABLE "D"
BEAM
QTY/ SIZE EACH SIDE
2x3
(4)/#12
2x4
(5)/#12
2x5
(5)/#12
2x6
(6)/#12
2x7
(7)/#12
2x8
(8)/ #14
2x9
(9)/#14
2x10
(9)/#14
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
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° BEAM PER PLAN
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BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
QTY/ SIZE PER TABLE "D"
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLAN
(2) # 1 Ox:
INTO BEAT
BEAM
INSTALL BRA
TO CORD
(2) # 1 Ox3" SMS INTO SCREW
BOSSES FOR EDGE MEMBER
EDGE MEMBER
OR PURLIN
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ALUMINUM INTERNAL OR EXTERNAL
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INTO GIRT OR PURLIN & (2) # 14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED (4) #IOxI-1/7'SMS INTO
EDGE MEMBER /SCREW
BOSSES
OR PURLIN
0.0625' 6063-T6 FLAT PLATE
w/(8) # 10x.75' SMS, MIN..5'
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE PURLIN
MEMBER
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
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DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
DETAIL "D" - ROOF BRACING CONNECTION
SCALE: NTS
DETAIL "C" -GIRT OR PURLIN TO BEAM
®PLIANCE
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OR POST DETAIL SCALE: NTS 1g ODE
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To LUCIE COUNTY
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MINIMUM NUMBER OF TAPCONS INTO CONCRETE 8,
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# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM
THROUGH SECONDARY
2"xn.063"- DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
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2" X 2" X 0.125" ANGLES
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(SEE BELOW)
2X4 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S.
(2) #12 SMS INTERNAL TO EAVE RAIL
(3) # 12 EACH SIDE INTO PURLIN
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FASTEN TOP HEADER INTERSECTING
kz' MEMBER w/(2) #10 SMS w/1"
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2X5 S.M.B. (1) 1 /4" X 2-1 /4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S.
2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S.
o PURLIN L/
2X7 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S.
ENETRATION INTO SCREW BOSS OF
2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S.
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'k2 MEMBER -TYP. BOTH SIDES
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2X9 S.M.B. (4) 1 /4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S.
EAVE RAIL- SEE PLAN °
2X10 S.M.B. (5) 1 /4" X 2-1/4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S.
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EXTRUSION
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5032 H-32 ANGLE
(2) - # 12 SMS INTO COLUMN
1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
2-1/4" MIN. CONC.
ANCHOR EMBEDMED
SECONDARY ANGL
3000 PSI CSLAB6x6-1Ox10
OR FIBERMESH
1 /4" MASONRY ANCHOR
AT EACH ANGLE
SELF -MATING OR
SNAP SECTION TYP.
1 "x2" O.B. BASE PLATE-TYP.
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ANCHOR EMBEDMENT
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2" MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4
UPRIGHT IS USED
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.)
fvl(2) - # 12 SMS
l/4"TAPCON XL (RED HEAD MFG. OR EQUAL)
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29Ix2BASE
2 @ SLAB (BEYOND)
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3000 PSI CONC. n 6 e
SLAB/ FTG.
6x6-1Oxl0 WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
2k7' DOOR JAMB
FASTEN HEADER w/(2) # 10x3"
INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH 2k7' TO BASE PLATE
(INTERNAL)w/(2)#IOx2'SMS i
ATTACH BASE PLATE TO 7k2'
w/(2) #10x3" SMS INTO SCREW
BOSS OF BASE PLATE
1 "x2' BASE PLATE ANCHORED
TO CONC w/ 1 /4' MASONRY c
ANCHOR 6" MAX EACH SIDE • e • ° • • n
OF POST AND 24" O.C. MAX a • n , ° a
1-1/4"CONC.EMBEDMENTTYP. • • ° • ° ,
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1 /4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB & HEADER
CONNECTION SCALE: NTS
1 x2 OPEN BAC
EXTRUSIO
(2) #lOx7'SMSTHRU 1x21N
EAVE RAIL EACH SIDE OF COLUP
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
(12) #12x1"SMS
@ 1" SPACING
2'k7' EDGE BEAM
(2) #1Ox3"SMS
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
1-1/7k 1/16"STRAP
(TOP OR BOTTOM)
1'k2' FASTENED TO COLUMN
w/(2) # 1 Ox 1-1 /2' SMS INTO
SCREW BOSSES FOR SMB
OR SNAP COLUMN
-1'k7' SNAP
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
ALTERNATE DETAIL "G" SLOPED
PURLIN CONNECTION SCALE: NTS
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DESIGN DATE:
10/07/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE.
DRAWN BY: ST
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
MK55c2' WIDTH EXTRUDED GUTTER BRACKET
w/ # 1 Oxl.5" EACH SCREW GROOVE. FASTEN
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
TO BEAM w/ 252"'xl /8" ANGLE (2) # 12 SMS
0.125" MIN., LONG LEG SHALL BE 0.072' MIN.)
INTO BEAM & (2) # IOxl.5 THRU ANGLE INTO
@ EACH BEAM w/(2) #12x3/4" SMS @ l" SPACING
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL
ANGLE DIRECTLY TO GUTTER
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 2' GUTTER BRACE AT EACH BEAM
LOCATION.
STIFFNER
2'k2'xl/8"ANGLE
FASTEN TO ASCIAw(2)
w/(2) #12 SMS
#12x2' WOOD SCREW
EACH LEG
FASTEN TO GUTTER w(2)
# 12 SMS
GUTTER 0
EXISTING HOST STRUCTURE
BRACE °
(DESIGNED BY OTHERS)
E PURLIN
0
HIT N CORNER
BEAM 0
FASTEN OUTSIDE OF
BEAM & PURLIN
(2) #12 SMS (2) #14 WOOD SCREWS @ 1"
w/ 1/8'k2k2" ANGLE
0 SPACING @ EACH GUTTER BRACKET
w w
& (4) # 12 SMS EACH LEG
0 & (1) @ 18"O.C. MAX.
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MIN. EMBEDMENT SHALL BE 2'
Om
CLOSE BOTTOM OF
o 0
BEAM WHEN TRIMMED
RECEIVING CHANNEL,
FOR BEAM OVER 2x5
.044
FASTEN w/(2) # 12 SMS
044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) # 12 SMS
FASTEN INSIDE CORNER
EACH SIDE OF BEAM
ALTERNATELY 2x2xl /8" ANGLE BELOW GIRT, (2) # 14 SMS INTO
(BEAM TO PURLIN)
BEAM & (2) # 12 SMS INTO STRUCTURAL GUTTER
w/ 1 /8"x2'k2" ANGLE
w/(2) # 12 SMS
INTO EA. MEM
SIDE VIEW
(BEAM & PU LIN)R
OPTIONAL GIRT
#10SMS WITHIN 6"
DETAIL ".M" BEAM & PURLIN TO GUTTER
&@2a"o.c.MAX.
FASTEN GUTTER TO
CONNECTION
SCALE: NTS
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FASCIA w/ #14x2"
WOOD SCREW IW O.C.
(2) # 12 SMS
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0 RACE
(2) #14x2"
D SCREW
2x2xl /8" ANGLE
@O1"OSPACING
EA. SIDE OF BEAM
w/(2) #12SMS
EACH LEG EACH SIDE
FASCIA (2k6" MIN. EXISTING)
(2) #14 WOOD SCREWS
(2) # 12 SMS
INTO FASCIA
STRUCTURAL
GUTTER
2'kKnl /&'ANGLE w/(2) GIRT
TOP VIEW
#12SMS EA. LEG
DETAIL "H"
BEAM TO GUTTER
L°
CONNECTION SCALE: NTS
°
SMB °
N,
1 -1rF
0 0 0� o 0
° F o
o
0 0 0
I ° ° 0 o O o O 10
O°F F 3/16-5052-H32 GUSSET
°,' ° F INTI=RNAL OR EXTERNAL
2 x 10 SMB ILLUSTRATED
F
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
TABLE B-1
BEAM
SIZE
COL. TO BEAM
QTY SMS/
SIDE OF COL.
BEAM TO BEAM
QTY SMS/
EA. FACE/SIDE
2x4
(5) #12
(9) #12
2x5
(5) #12
(9) #12
2x6
(7) #12
(9) #12
2x7
(10) #12
(10) #12
2x8
(12) #12
(14) #12
2x9
(14) #14
(14) #14
2x 10
(16) #14
(15) #14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
4� Fob
_0DE COMPLIANCE
T® LUCIE COUNTY
soCC
(9) #14
1 /8" PLATE ON 45°
OR 1 /8'k2'x2" ANGL
# 12 SMS INTC
INTERSECTING N
PEF
FIR
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: NTS
40° MIN. /
60° MAX. i
3000 PSI CONC.
6x6-IOx10
WWM OR FIBERMESH
1 /8" STAINLESS STEEL
BRAIDED CABLE
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1 /8" STAINLESS STEEL
BRAIDED CABLE
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3" A.S.T.M. A-36 STEEL CLIP
WITH (2) 3/6k3" SLEEVE ANCHORS
FOR PAVERS (2) 1/4'k6'TAPCONS
THRU PAVERS INTO FOOTING
1 /&' STAINLESS STEEL
BRAIDED CABLE
O
N
O
Z
H
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W
O
of
I
40° MIN. /
1/8'52k4" STRAP
(2) #12 SMS INTO BEAM
SIDE VIEW
STRUCTURAL GUTTER
60° MAX. /
(2) #12 SMS INTO GUTTER
GIRT
E GUTTER BRACES
EACH w/(2) # 12 SMS
3000 PSI CONC.
6x6-1Ox10 3/8" DIA x 3" EMBED
FASCIA
INTO GUTTER & (2) #14
WWM OR FIBERMESH CONC. SCREW ANCHOR
WOOD SCREWS INTO FASCIA
(TAPCON OR EQUAL)
Z
0
W
7k2k1/12SMS A. LEG
# 12 SMS EA. LEG
o GUTTER
BRACE
1 /&' STAINLESS STEEL
BRAIDED CABLE
2i
z J
- LL
40° MIN.
60° MAX.
J
�
�ZU
(2) # 12 SMS w
GO
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O m
.°
Z
m
' SMB
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Oo
Q
co d
O °
Q O
F
.J_I c—
F� U)
w
) - cM ILL.
1/8'k2k4"STRAP
GIRT
3000 PSI CONC.
O
(2) # 12 SMS IMO BEAM
STRUCTURAL GUTTER
6x6 1 Ox10 .5" ALUM. STRAP
O
d
(2) # 12 SMS INTO GUTTER
WWM OR FIBERMESH /(2) 3/8" DIA. x 3"
w/(2)
DESIGN DATE:
10/0712020
TOP VIEW
MASONRY ANCHOR
REVISION 1:
DATE
DETAIL "L"
CORNER CONNECTION
(TAPCON OR EQUAL)
REVISION 2: DATE
PAGE:
SCALE: NTS
DETAIL 1-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
DRAWN BY: ST
SCALE: NTS