HomeMy WebLinkAboutCONSTRUCTION PLAN & SPECIFICATIONSDESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFERENCE MANUAL.
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. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
43 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
12 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
36 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = •88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6
FOUNDATION DESIGN
I.PROPOSED 8"X8" FOOTER W/ (1) #5 REBAR W/
4" SLAB 3000 PSI W/ FIBERMESH
2. PROPOSED #4 REBAR X I Z 6' EMBEDMENT INTO
EXISTING POOL DECK 24" O.C. TYP.
MISCELLANEOUS
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 SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" 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" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE 1 "X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE 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 STRUCTURALLY SOUND.
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
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GENERAL NOTES
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FOUNDATION PLAN
S/04
DETAILS
S/05
DETAILS
S/06
DETAILS
NEW MANSARD SCREEN ENCLOSURE
SEE FOUNDATION PLAN SHEET-03
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FOUNDATION DESIGN
1.PROPOSED 8"X8" FOOTER W/ (1) #5 REBAR W/
4" SLAB 3000 PSI W/ FIBERMESH
2. PROPOSED #4 REBAR X 12", 6" EMBEDMENT INTO
EXISTING POOL DECK 24" O.C. TYP.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPE OR 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 WEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK
CATEGORY II, III, & IV STRUCTURES ONLY.
g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER. (SLAB ONLY)
2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
DRILL & EPDXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED
4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
48" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN
W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
TYP. ALL LOCATIONS
5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
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.
FOOTING NOTES
1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN
ADJACENT REBAR LAPS.
2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN
CONTACT WITH THE EARTH.
3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS
4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO
CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
7. SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE
INFORMATION & SPECS.
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W/FIBERMESH , / j
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FOUNDATION PLAN : NTS
1'V' FASTEN TO COL. (INTERNAL)
w/(2) # 10xl-1/Z' SMS, FASTEN TO
EAVE RAILS ABOVE w/# 10 1-1 /2" 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.
D
0
BEAM PER PLAN
o
0 0
(SLOPED OR FLAT)
0
0
MER 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
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
MINIMUM NUMBER OF TAPCONS INTO CONCRETE &
# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM
THROUGH SECONDARY 2" X 2" X 0.125" ANGLES
(SEE BELOW)
2X4 S.M.B. (1) 1 /4" X 2-1 /4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S.
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.
2X7 S.M.B. (2) 1 /4" X 2-1 /4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S.
2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S.
2X9 S.M.B. (4) 1 /4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S.
2X10 S.M.B. (5) 1 /4" X 2-1/4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S.
1/9'xZkK' ANGLE
5032 H-32 ANGLE
(2) - # 12 SMS INTO COLUMN
1 /4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
2-1 /4" MIN. CONC.
ANCHOR EMBEDMENT
@ SECONDARY ANGLE • e e
3000 PSI CONC.
SLAB/FTG.
6x6-10x10 WWM
OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE
SELF -MATING OR
SNAP SECTION TYP.
1'k2' O.B. BASE PLATE-TYP.
0 0
0
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SIDE VIEW
2" REVEAL TYP.
1-114" MIN. CONC.
ANCHOR EMBEDMENT
@ 1'k2" O.B. LOCATION TYP.
Z' MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4
UPRIGHT IS USED
NOTE
WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1 /4" (MIN.)
(2) - #12 SMS
1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ 1x2 BASE
2 @ SLAB (BEYOND)
n e e
3000 PSI CONC.
SLAB/FTG.
6x6-10x10 WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
2
INT(
INSTAI
TO
(2) #10x3" SMS INTO SCREW
BOSSES FOR EDGE MEMBER
EDGE MEMBER o
OR PURLIN 00
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EDGE MEMBER
OR PURLIN
0.0625" 6063-T6 FLAT PLATE
w/(8) #10x.75' SMS, MIN..5'
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
DETAIL "D" - ROOF BRACING CONNECTION
SCALE: NTS
FASTEN TOP OF HEADER TO INTERSECTING
Z'x2" MEMBER w/(2) # 10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
Z'x2" MEMBER - TYP. BOTH SIDES
ZS<Z' DOOR JAMB
74�
FASTEN HEADER w/(2) #lOx3"
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 Z'xZ' TO BASE PLATE
(INTERNAL) w/(2) #IOxZ' SMS
ATTACH BASE PLATE TO 2k2"
w/(2) #1Ox3" SMS INTO SCREW
BOSS OF BASE PLATE
1"xZ'BASE PLATE ANCHORED
TO CONC w/ 1 /4" MASONRY
ANCHOR 6" MAX EACH SIDE a .. • ° . > e
OF POST AND 24" O.C. MAX a • e e n a e n
1-1 /4" CONC. EMBEDMENT TYP.
•e , e . e
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
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2:2"x2"x0.050"
2x3:2"x3"x0.050"
2x4:2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2X2SNAP: 2"x2"x0.045"
2 x 3 SNAP: 2"x3"x0.050"
2x4SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2X4SMB: 2"x4"x0.046"x0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0. 116"
2 x 6 SM B: 2" x 6" x 0.050" x 0. 120"
2X7SMB:2"x7"x0.055"x0.129'
2 x 8 SMB: 2"x8"x0.072"x0.224"
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
DETAIL A
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75"
INTO GIRT OR PURLIN 8. (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
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PURLIN
MEMBER
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
2'k2'k.063"- DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) # (3) # 12 EACH SIDE INTO PURLIN
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EXTRUSION
lx2 OPEN BACK UPRIGHT
EXTRUSION
(2) #IOxZ'SMS THRU 1x21NTO
EAVE RAIL EACH SIDE OF COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
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DESIGN DATE:
11/16/2021
REVISION 1:
12/01/2021
REVISION 2: DATE
SHEET:
04
DRAWN BY: ST
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ #IOxl.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2'59" SKl /&' ANGLE (2) #12 SMS
INTO BEAM & (2) #10xl.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER
Z5a2 fl /8" ANGLE
w/(2) # 12 SMS
EACH LEG
BEAM I o
1`xS'x2" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072' MIN.)
@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACING
INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 2" GUTTER BRACE AT EACH BEAM
LOCATION.
EXISTING HOST STRUCTURE
(DESIGNED BY OTHERS)
—(2) #12 SMS -WOOD SCREWS @ SPACING
SPACICI BRACKET
@EACH GUTTER BRACKET
& (1) @ 18" O.C. MAX.
0 0 o MIN. EMBEDMENT SHALL BE 2'
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) # 12 SMS
EACH SIDE OF BEAM
OPTIONAL GIRT
#10SMS WITHIN 6"
& @ 24" O.C. MAX. -\
2x2xl /8" ANGLE
EA. SIDE OF BEAM
w/(2) # 12 SMS
EACH LEG EACH SIDE
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) # 12 SMS
ALTERNATELY W-xl /&' ANGLE BELOW GIRT, (2) # 14 SMS INTO
BEAM & (2) # 12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: NTS
FASTEN GUTTER TO
FASCIA w/ # 14x2'
WOOD SCREW 18" O.C.
(2) #12SMS
(2) #14x2'
WOOD SCREW
@ 1" SPACING
=ASCIA (2)&' MIN. EXISTING)
STRUCTURAL
GUTTER
— F
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° IF 0
0
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0 0
jo o°o
0 0 0 0 0 10
0o F F 3/16-5052-H32 GUSSET
°i ° F INTERNAL 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
.050" GUTTER STIFFNER
FASTEN TO FASCIA w(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12SMS . .
GUTTER 6 BR CE Iol
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 11&'x2'x2" ANGLE
& (4) # 12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/1/6xZc c2'ANGLE
w/(2) # 12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
2'x2'xl/8" ANGLE w/(2)
#12SMS EA. LEG
1 /8"xn2l" STRAP
(2) # 12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
(2) #12SMS \
GIRT
SMB °
o 0
0 0
7<2'xl/8" ANGLE w/(2)
# 12 SMS EA. LEG
SMB
(2) #14 WOOD SCREWS
INTO FASCIA
SIDE VIEW
GIRT
FASCIA
o GUTTER
Q BRACE
(2) # 12 SMS U
�a
c� m
GIRT
STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
1/8Vk K4"STRAP GIRT
(2) # 12 SMS INTO BEAM STRUCTURAL GUTTER
(2) # 12 SMS INTO GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
(9) #14x3/4"SMS
1/8" PLATE ON 45° ANGLES
OR 1 /&<2'x2' ANGLE w/(4)
# 12 SMS INTO EACH
INTERSECTING MEMBER
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DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: NTS
40° MIN.
60° MAX./
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3000 PSI CONC.
6x6-1Ox10
WWM OR FIBERMESH
40° MIN.
60° MAX.
1 /8" STAINLESS STEEL
BRAIDED CABLE
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EYEBOLT FOR W LL. r •
CABLE TENSION 7
1/8" STAINLESS STEEL L ~ M
BRAIDED CABLE �•�
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3" A.S.T.M. A-36 STEEL CLIP
WITH (2) 3/&K3' SLEEVE ANCHORS
FOR PAVERS (2) 1/4X6"TAPCONS
THRU PAVERS INTO FOOTING
1/8" STAINLESS STEEL
BRAIDED CABLE
3000 PSI CONC.
6x6-I0x10
3/8"DIA x 3" EMBED
WWM OR FIBERMESH
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
1 /8" STAINLESS STEEL
BRAIDED CABLE
40° MIN.
60' MAX.
3000 PSI CONC.
6x6-1 Ox10 1.S5.S' ALUM. STRAP
WWM OR FIBERMESH w/(2) 3/8" DIA. x 3"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL "I-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
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DESIGN DATE:
11/16/2021
REVISION 1:
12/01/2021
REVISION 2: DATE
SHEET:
0
DRAWN BY: ST
SCALE: NTS
024 FLASHING SEALED TO
WALL (TYP.)
EXISTING RAFTER
c°
OR TRUSS
O #14x1/7' S.M.S. W/ INTEGRAL 3/4"0
#14xl/2' S.M.S. W/ INTEGRAL 3/4"0 WASHER AND
NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM.
O < WASHER AND NEOPRENE GASKET
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TOP
@ 17' O.C., TOP & BOTTOM
O O IF CLEARANCE PROHIBITS INSTALLATION OF
O FASTENERS USE # 14x4" S.M.S. W/ 1-1 /4" 0 FENDER
WASHER AND NEOPRENE GASKET @ 17' O.C.
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
s EXTRUDED OR BRAKE -FORMED ROOF HEADER
SECURE FASCIA TO EACH
WITH MIN. 1-1 /2' BEARING LEG.
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1/2' BEARING LEG.
RAFTER TAIL W/ (1) 1/4" 0 x 4"
LONG PAN HEAD LAG SCREWS
(1) 1/4" 0 x 7' LAG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL
ENTIRE LENGTH OF RECEIVING CHANNEL
HOST STRUCTURE 1 /4" 0 x 2-1 /2' LONG WOOD LAG SCREW OR
ROOF PANEL ATTACHMENT - WOOD FRAME
MASONRY: WOOD 1/4" 0 x 2-1 /4" LONG MASONRY ANCHORS
@24"O.C.MAX.
SCALE: N.T.S.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
2V'x.063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
RAIL (3) INTERNAL
INTO PURLIN AND NEO-PRENE GASKET @17' FENDER WASHER
1O.0
#12 EACH SIDE
spURC1N S o ROOF PER PLAN
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CARRIER BEAM
PER PLAN
PURLIN TO CARRIER BEAM + SOLID ROOF
CONNECTION SCALE: N.T.S.
MKS3" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ #14xl"SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
@ 24" O.C. w/(2) #12x3/4" SMS @ 1" SPACING
INTO GUTTER LIP
(2) 3/8" DIA. MACHINE �—
BOLTS THRU CARRIER 1'k5k2' WIDTH EXTRUDED GUTTER BRACKET ROOF
CARRIER BEAM BEAM & POST THICKNESS OF LEG @ C.B. SCREW SHALL BE PER PLAN
PER PLAN #14x4",5" OR 7"S,M.S.w/ 1-1/4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 17' O.C. 0.125" MIN., LONG LEG SHALL BE 0.077' MIN.)
@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACING
3X3 OR 4X4 #12 X 9/16" W/ 5/8" NEO-WASHER INTO GUTTER UP. (2) #14 SMS OT TEK SCREWS @ 1"
(3) PER PAN FOR PANS SPACING @ EACH GUTTER BRACKET & (1) @ 18" O.C.
POST PER PLAN MAX. (SEE NOTE) #14x4",5 OR 7"w/ FENDER WASHER
NOTE• AND ND NEO-PRENE RENE G GASKET @ 12" O.C.
BEAM TO POST CONNECTION #1
DETAIL SCALE: N.T.S.
CARRIER
PER
3X3 OF
POST PER I
(2) 3/8" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
BEAM TO POST CONNECTION #2
DETAIL SCALE: N.T.S.
2"X2'X.125" ANGLE W/
# 14x3/4" THRU ANGLE LEG
INTO BEAM EA. SIDE TYP.
SEE TABLE FOR QUANTITY
2"X7'X.125" ANGLE W/
(3) 1 /4" X 2-1/4' TAPCONS @ 7' o.c.
THRU ANGLE LEG INTO HOST WALL
TOP VIEW
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ROOF PER PLAN FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION
CAGE 'FOR 2X9 AND 2X10
(2) 3/8" THRU-BOLT BEAM USE #14INTO BEAM
THRU CARRIER BEAM STRUC. i I (O HOST
& POSTS GUTTER INTO HOST 2-1 /4" MIN.
GIRT FASTENED INTERNALLY AT EACH END
w/ # 1 Oxl.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 252 xI /8" ANGLE (2) # 12 SMS
POST INTO BEAM & (2) #1Ox1.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
3X3 OR 4X4 SIDE VIEW ANGLE DIRECTLY TO GUTTER
POST PER PLAN
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN
TO STRUCTURAL GUTTER
INTERNALLY w/(2) # 12 SMS
ALTERNATELY 2x2x1/&' ANGLE
BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO GUTTER
ROOF PANEL TO CARRIER BEAM W/ GUTTER + ROOF BEAM
CONNECTION SCALE: N.T.S.
0
BEAM PER PLAN
(2X7SMB ILLUSTRATED)
7'X2X.I25" ANGLE W/
#14x3/4"THRUANGLELEG
INTO BEAM EA. SIDE TYP.
0
SEE TABLE FOR QUANTITY
/ n2X.125" ANGLE W/
O2 (3) 1/4" X 2-114- TAPCONS @ 2" o.c.
THRU ANGLE LEG INTO HOST WALL
SIDE VIEW
BEAM TO HOST WALL CONNECTION
SCALE: N.T.S.
FASTENER NOTES:
MAINTAIN 1/7'SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE.
FASTENERS MAY BE STAGGERED TO ENSURE PROPER
QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT
FROM ILUSTRATION)
BEAM TO WALL W/ 1 X' ANGLE TABLE
BEAM SIZE
QUANTITY/ SIZE
PER LEG TO BEAM
QUANTITY ANCHOR
PER LEG TO WALL
2X4
(4) #12-(2) #16
(2) 1/4"TAPCON
2X5
(5) # 12 - (3) # 16
(2) 1 /4" TAPCON
2X6
(5) # 12 - (3) # 16
(3) 1 /4" TAPCON
2X7
(6) #14-(4) #16
(3) 1/4"TAPCON
2X8
(7) # 14 - (4) # 16
j (4) 1 /4" TAPCON
2X9
(8) # 14 - (5) # 16
(4) 1/4" TAPCON
2X10
(9) # 14 - (6) # 16
(5) 1 /4" TAPCON
FOR WOOD APPLICATION IN
LIEU OF MASONRY ANCHORS
USE: 1 /4" X 3" GALV. LAGS
(4) 3/8" DIA. LDT'S
2-1/4" MIN. EMBEDMENT
THRU BOTTOM LEG OF
ANGLE INTO CONC.
3-3/4" FROM E
OF SLAB/ FTG.
(3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
(4) 3/8" DIA. LDT'S
2-1/4" MIN. EMBEDMENT
THRU BOTTOM LEG OF
ANGLE INTO CONC.
3000 PSI CONC.
SLAB/FTG.
6x6-1Ox10 WWM
OR FIBERMESH
#12SMS 00
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CARRIER BEAM PER PLAN
FASTENED TO POST W/
(2) 3/8" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
(2) #14xi"SMS OR TEK @ 1"
SPACING @ EACH GUTTER BRACKET
& (1) @ 18" O.C. MAX.
2k2KO.125" ANGLE
EACH SIDE TYP.
ROOF BEAM
(SLOPED OR FLAT)
3/4" SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
3/4" SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
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ROOF BEAM TO C.B. W/
1 /8" ANGLE TABLE
BEAM
SIZE
QUANTITY/ SIZE EA.
LEG TO BEAM
2x4
(4) #12OR (2) # 16
2x5
(5) 412OR (3) # 16
2 x 6
(5) # 12 OR (3) # 16
2x7
(6) # 14 OR (4) # 16
2 x 8
(7) # 14 OR (4) # 16
2X9
(8) #14OR (5) # 16
2xl0
(9)#140R(6)#16
ROOF BEAM TO CARRIER BEAM w/ STRUC. GUTTER
CONNECTION DETAIL SCALE: NTS
MAY USE (4) #14Xl"TEK
IN LIEU OF THRUBOLTS MAY USE (4) #14XV TEK
(3) 1/4" DIA. MACHINE (4) 3/8" DIA. LDT'S IN LIEU OF THRUBOLTS
BOLTS w/ WASHERS 2-1/4" MIN. EMBEDMENT
THRU BOTTOM LEG OF 1"
\O ® ANGLE INTO CONC.
(3) 1/4" DIA. MACHINE
® ® BOLTS w/ WASHERS 2"
3-3/4" FROM EDG r
TOP VIEW OF SLAB/FTG.
TOP VIEW
4'k4" POST
(SEE PAGE-2
FOR SIZE)
n4KO.125 ANGLE
FRONT VIEW
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL SCALE: NTS
COLUMN PER PLAN
(3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
1 /8'XYk2'k3-3/4"
(4) 3/8" DIA. LDT'S (LENGTH) ANGLE
2-1X MIN. EMBEDMENT (INTERNAL)
THRU BOTTOM LEG OF
ANGLE INTO CONC.
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3000 PSI CONC. °
SLAB/FTG.
6x6-IOxIO WWM FRONT VIEW
OR FIBERMESH
4"x4" POST CONNECTION DETAIL
SCALE: NTS
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