HomeMy WebLinkAboutConstruction PlansDESIGN CRITERIA:
APPLICABLE CODES. REGULATIONS & STANDARDS
1. THE•2017 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 MANUEL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-10 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFRENCE 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: D
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = D
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 51 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 40 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 14 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 42 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = •88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB 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.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
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 PORTABLE 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. 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 #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN.
HOLE, 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 1" MIN. HOLE,
EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
ALUMINUM SPECIFICATIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
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.
5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
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
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
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 1 IOME.
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 2 x 4 SMB: 2"x4"x0.044"x0.100"
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.
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 STRUCTUALLY SOUND.
1011 l 1, I' 111 I//// N
O
ALUMINUM MEMBERS DIMENSIONS �,
HOLLOW SECTIONS Off: N w 6 n
2 x 2: 2" x 2" x 0.050" _ :z C) O
2 x 3: 2" x 3" x 0.050" _ w I-- ¢ _
CD
2 x 4: 2" x 4" x 0.050" _ U Q O; Z= e4
2 x 5: 2" x 5" x 0.050" V j j z W 3
OPEN BACK SECTIONS \,� w
1 x 2: 1" x 2" x 0.044" �i C��. p"' pp� w
1 x 3: 1" x 3" x 0.045"\\ U o
SNAP SECTIONS
2X2SNAP: 2"x2"x0.045"
2x3SNAP: 2"x3"x0.050' U' (V 000
2 x 4 SNAP: 2" x 4" x 0.045" .J o
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.046" x 0. 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"x0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
2x9(H) SMB: 2"x9"x0.082"x0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
DETAIL A
RECEIVED
OCT 15 2020
Permitting Department
St. Lucie County
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1111 11 I11 WON,
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3/16" ALUMINUM GUSSET C-�it
�\". v; ✓/� ��i�
2"x_PURLINS (SEE A-1 PLATE
FOR SIZE) ATTACHED TO #14 SMS Q�; <C/ N LL d
NOTE: 2x4 SMB BEAM ONLY REQUIRES 4" = co O O
BEAM W! MIN. (4) #10x1 1/2"
WIDTH GUTTER BRACKET W/ (2) 3!8" LAGS SMS N = � : Z o LU Q = 0 O
O o o O �� n =('�:W c0 F z 0-
N
5" OR 7"x6" WIDTHx0.250" �1 in _ ; V v N
EXTRUDED GUTTER BRACKET @ O rt �a y J z U) c
EA. BEAM W/ (4) #12x3/4" O �� -A m 3 O
S.M.S. INTO GUTTER LIP O O �` v� t%� O
4) 3/8" LAG SCREWS @ 1-1/2" r i ! ���� LLI
SPACING @ EA GUTTER BRACKET O 5ry O O m y ��ii� l7� QQ[ ��� a� U-
1"x2"xO.045" OPEN & (1) @ 12 O.C. MAX -MIN EMBEDMENT O F
BACK W/(2) #12x2" SHALL BE 2" ; p O O O O O ��\ ///111 I I I111\\\\\\\ U C
INTO GUTTER & (1) #12x
2" @ 24" O.C.
cl
Yy/ Q
s3P�j�P �N rrJnn M
tsEE V u
O \\ \ / PRIGHT WEB LAPPED OVER PURLIN Z Q O C
BEAM p \✓ W/ (2) #12x3/4" SMS EACH SIDE �_ U
O ` / �HRU UPRIGHT &PURLIN � � O C.i
- - O O
2"x2"xt/8" X ALUMINUM
ANGLE W/ (2) #14x3/4"
THE HOST STRUCTURE SHALL
S.M.S. INTO BEAM ON EA SIDE
HAVE AT LEAST A 2"x4"
(4) INTO GUTTER
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
OPTIONAL: 2"x2"x0.062"
4) #14x3/4" S.M.S. VERIFY THIS AND IF
RECEIVING CHANNEL W/ (2)
SMALLER CONTRACTOR
INTO GUTTER EA SIDE
#1Ox3/4" EA SIDE TO
SHALL BRING STRUCTURE UP
COVER EXPOSED BEAM
TO A 2"x4" FASCIA AND
ENSURE LESS THAN A 2'-0"
OVERHANG
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
SCALE:NTS
NOTES
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10x5/8" S.M.S. MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM.
3. HINGS SHALL BE ATTACHED TO DOOR WITH (4) #1 Ox5/8" S.M.S. FASTEN A
1"x2"0.044" TO UPRIGHT W/#12x1" S.M.S. @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS
BEAM SCREWS
2"x4" SMB
6
2"x5" SMB
6
2"x6" SMB
8
2"x7" SMB
8
2"x8" SMB
10
2"x9" SMB
10
27x10" SMB
12
BEAM
"B"
"N"
"S1"
"S2"
"S3"
"S4"
2X4
12
4
3/4"
11/2"
16"
3.75"
2X5
12
4
34'
1112"
16"
4.75"
2X6
16
5
1"
11/2"
19"
5.75"
2X7
20
6
1"
11/2"
22"
6.75"
2X8
24
7
1"
13/8"
23"
7.75"
2X9
24
7
1"
13/8"
23"
8.75"
2X10
28
8
1"
11/4"
24"
9.75"
NOTES: ,
1. "N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWS PER JOINT
EQUALS 4 TIMES "B".
3. PLATE WIDTH SHALL BE DETERMINED
FROM ANGLE OF BEAM AND MIN SPACE
REQUIRED.
4. GUSSET PLATES MAY BE INTERNAL OR
EXTERNAL.
5. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME
PATTERN.
BEAM SPLICE GUSSET DETAIL TYPICAL
SCALE:NTS
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
SELF -MATING BEAM
SHALL BE NOTCHED
FOR SLOPED BEAMS
FOR UPRIGHT
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
/I
5/8" -
7 T�
2"x2" EAVE RAIL SECTION
II
(UNLESS OTHERWISE SHOWN
I
ON S-2) ATTACHED TO BEAM W/
O O
_
(4) 10x2" SMS INTO SCREW
O °
BOSS
°
1"x2" OPEN BACK EAVE
Oil
RAIL ATTACHED TO
UPRIGHT W/ (2)
#1 Ox1 1/2" SMS INTO SCREW
BOSS
#1Ox1 1/2" SMS 24" C/C
",-4'(MIN) UPRIGHT
#14x3/4" SCREWS
(SEE TABLE ABOVE)
UPRIGHT TO BEAM CONNECTION - ALL WIND ZONES
SCALE:NTS
2"x2" EDGE BEAM ATTACHED TO
UPRIGHT W/ (3) #10x1-1/2" SMS
INTO SCREW BOSS
--1"x2"x.045" OPEN BACK
ATTACHED TO PURLIN W! (2)
1"x2" FASTENED TO COLUMN
1/2" SMS INTO SCREW
WITH (2) #10x1 1/2" SMS
BOSS B
BOSS
INTO SCREW BOSSES FOR
SMB OR SNAP COLUMN
1"x2"x.045" OPEN BACK
ATTACHED TO 2"x2"x.050"
EAVE RAIL MEMBER W/
#1Ox1-1/2" SMS 24" O.C.
NOTE: A RECEIVING CHANNEL (1/16" THICKNESS)
WITH (4) #10x3/4" SMS AT EACH CONNECTION MAY
BE USED IN PLACE OF THE (2) #10x3" SCREW BOSS
CONNECTION.
I. COPI
I% -fw
(4) #10x314" SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) 3/8" 0 CONCRETE SCREW --
ANCHOR INTO SECONDARY
ANGLE
(TYP EACH SIDE)
(SEE TABLE)
ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
300
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
1 0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
5
2X8
2
3
2X9
2
4
2X10
1 2
4.5
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2x3
MEMBER)
RIMARY 2"x2"
x0.125" ANGLE
2) #10x3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
O (TYP EACH SIDE)
O
O "x2" BASE MEMBER
(TYP EACH SIDE)
--(1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3" MIN. SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
NOTES:
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. 2X3 W! 1X2 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 LOT 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:NTS
OPTION #1
(4) #10x1 1/2" SMS
INTO SCREW BOSSES
OPTION #2
2"x2" OR 2"x3"
MEMBER .062" ALUMINUM INTERNAL OR
EXTERNAL RECEIVING CHANNEL
1 W/ (4) 910x3/4" INTO BEAM OR
UPRIGHT (2) #14x3/4" EA LEG INTO
GIRT OR PURLIN (0.062" ANGLE
I I :PRIGHT
LIPS W/ (2) #14x3/4" SMS EA LEG)
OR BEAM --SNAP
OR SELF MATING OR HOLLOW
PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE:NTS
ROOF
BRACE
/
O
V
4(/ c) 0O Ji
N
-�'zLIJ O W (Y Q
o O
_ -
N
�j C:)
(D O
U
r-OPTION
#1 -A-36 STEEL
"x2"x1 /&'ANGLE
---------
i
I I
i i
2) #10x3" SMS CROSS
SCREWING BRACE TO BEAM OR
------- flAVE MEMBER (.125".BACKING.
PLATE USED)
CLIP MAY BY PLACED ON
TOP OR SIDE OF DECK W/
SLEEVE
4) SMS
L
TOP OF
ANCHOR
A CHOR"
O O
(TYP TOP AND SIDE)
P TOP
CONCRETE
-
O O
DGE MEMBER
DOUBLE COMPRESSION
°
NOTE: WHEN USING OPTION #2
OR PURLIN
SLEEVESZ
d
O O
/8" DIA STAINLESS
CONNECTION CABLE MUST BE
a
STEEL CABLE
WITHIN 6" OF CORNER OR
2"x2"x.125" FLAT
4" NOMINAL SLAB
c
e d
a°
Qe
PRIMARY MEMBER.
BAR (TYP.)
MINIMUM
3/8" WELDED STAINLESS
STEEL EYE BOLT
-----------------
3/8" OX3" MASONRY
OPTION 41
(8) #14x3/4 SMS
ANCHOR (MIN 3 3/4"
2500 PSI CONCRETE W/
EMBEDMENT
4" SLAB ONLY
WELDED WIRE OR
SIDE VIEW
I
FIBERMESH
"0 (MIN) WASHER
125" STAINLESS
HENEATH NUT
�%
BRACE
I
1) 318" DIA. THRU BOLT
STEEL CABLE
2500 PSI CONCRETE W/
O
_________
e
__ ____ ______
W/ NYLON LOCKING NUT
h
WELDED WIRE ORO
OTOP
OR THREAD LOCKING
MATERIAL APPLIED
OF
FIBERMESH
O
O
O
CONCRETE
----
-------
-----------
I I
I I
°
O
TOP VIEW
O 1
3/8" 0 ADJUSTABLE EYE
j
d
IO 1
BOLT FOR CABLE TENSION
DGE MEMBER
4" NOMINAL SLAB
O a
1 O I
i I
OR PURLIN
MINIMUM
a
OPTION #2
1 Q
I I
c
a
°
I I
1
1/8" 0 STAINLESS
I I
°
i
I
STEEL CABLE
I I
1 1/2"X5 1/2" ALUMINUM
OPTION #2
STRAP W/ (2) 3/8" OX3"
USE WITH FOOTING
MASONRYANCHOR
(MIN 3 3/4" EMBEDMENT)
2"x2"x1/8" EXTRUDED ANGLE
ON45°ANGLE
SIDE VIEW
CABLE TO FOUNDATION CONNECTION
DETAIL
OPTION #1
SCALE:NTS
CABLE CONNECTION AT CORNER
ROOF BRACING CONNECTION DETAIL
SCALE:NTS
SCALE:NTS �^
024 FLASHING SEALED TO
WALL (TYP.)
s
EXISTIN*RAFTER
OR TRU# 14x1 /7'S.M.S. W/ INTEGRAL 3/4"0 WASHER AND
#14x1ER S.M.S. W/ INTEGRAL 3/4"0 NEOPRENE GASKET @ 12" O.C., TOP &BOTTOM.
WASHER AND NEOPRENE GASKET O@ 17'O.C., TOP &BOTTOM O O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
O FASTENERS USE # 14x4" S.M.S. W/ 1-1/4" 0 FENDER
WASHER AND NEOPRENE GASKET @ 17'O.C.
TRUDED OR BRAKE -FORMED ROOF HEADEREXTRUDED OR BRAKE -FORMED ROOF HEADER
R RECEIVING CHANNEL (0.04,f MIN. THICKNESS) OR RECEIVING CHANNEL (ED R MIN. THICKNESS)
SECURE FASCITH MIN. 1-1/Z'BEARING LEG. WITH MIN. 1-1/7'BEARING LEG.
RAFTER TAIL W/ (1)
LONG PAN HEAD LAG SCREWS (1) 1/4" 0 x 2" LAG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
Z'xZ' EAVE FASTENED TO UPRIGHT
w/(4) # 1 0xl-1 /7' SMS INTO
SCREW BOSSES EACH END
1x2 O.B. TO 2x2 EAVE W/
# 1 Ox 1-1 /2' SMS @ 24" O.C. MAX
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.
# 14x4" S.M.S. w/ 1-1 /4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 17' O.C.
ROOF PER PLAN
:INC.
o O
BEAM PER PLAN
O O
o � �
\-BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
UPRIGHT QTY/SIZE PER TABLE"D"
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
OPTION # 1
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) #10 SMS (INTERNAL) Z' MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
EDGE BEAM PER PLAN
HOST STRUCTURE 1 /4" 0 x 2-1 /7' LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1 /4" 0 x 2-1/4" LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
2'SK7k 063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) # 12 SMS INTER7;4EPER
S.M.S. w/ 1-1 /4" 0 FENDER WASHER
RAIL (3) # 12 EACH SIDEOPRENE GASKET @ 1 Z' O.C.
PLANRRIER BEAM
PLAN
PURLIN TO CARRIER BEAM + SOLID ROOF
CONNECTION SCALE: N.T.S.
"'xSk7' WIDTH EXTRUDED GUTTER BRACKET
# 14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER (THICKNESS OF LEG @ C.B. SCREW SHALL BE
AND NEO-PRENE GASKET @ 12'O.C. 0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
@ EACH BEAM w/(2) # 12x3/4" SMS @ 1" SPACING
#12 X 9/16" W/ 5/8" NEO-WASHER INTO GUTTER LIP. (2) #14 SMS OT TEK SCREWS @ 1"
(3) PER PAN FOR PANS SPACING @ EACH GUTTER BRACKET & (1) @ IW O.C.
MAX. (SEE NOTE)
NOTE:
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 1 /4I TOPC A
THRU CARRIER BEAM STRUC. INTO HOST 2-1/4" MIN.
& POSTS GUTTER
GIRT FASTENED INTERNALLY AT EACH END
w/ # lOx1.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 7'x7"xl /8" ANGLE (2) # 12 SMS
POST INTO BEAM & (2) #10x1.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
3X3OR 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 aal/8" 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.
#144" S.M.S. w/ 1-1/4° 0 FENDER WASHER
AND NEO-PRENE GASKET @ 24° O.C.
FOR NON -LOAD BEARING WALLS
\\ 1/4" DIA. TAPCON 6" FROM ENDS
II II II II \ OPTION #2 PRIMARY UPRIGHT PER PLAN SIDE WALL UPRIGHT 24" O.C. MAX 1-1/4" EMBEDMENT
II ALUMINUM INTERNAL OR EXTERNAL PER PLAN
II II li ii INTO UNDERLYING CONC.
RECEIVING CHANNEL w/(4)#lOx.75"
INTO COLUMN & (2) # 14x.75"
COL. PER
COL. PER II ii INTO EDGE BEAM ('0.062 ANGLE
PLAN II II PLAN II li CLIPS MAYBE USED)
ALUMINUM INTERNAL OR EXTERNAL
II II II II RECEIVING CHANNEL w/(4) #10x.75"
II II II II GI(4) #lOx2" SMS INTO
INTO
II II II II GIRT PURLIN & (2) #14x.75°
IN
II II II II TO BEAM OR UPRIGHT 0.062 ANGLE SCREW BOSSES
II II II II CLIPS MAYBE USED
II II II II CHAIR RAIL PER PLAN
II II II II
II
II II II II 'ANGLE REQUIRED ONE SIDE ONLY WHERE KICK PLATE IS INDICATED
AT CORNER AND DOOR OPENINGS FASTEN W/ 010 X 9/16" SMS
INTO
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION 6"FASTENROM CORNERS X9/16'SMS18' IN FIELD (2SCREW"SSSSOR
SEE UPRIGHT TO DECK 1/4° DIA. TAPCON 6° FROM ENDS OR FASTEN W/ #18 X 9/16° SMS SCREW BOSSES OR
SCALE. N.T.S. CONNECTION DETAILMA%1-1/4"EMBEDMENT CLIPS MAY BE USED
2"FROM CORNERS 8"INFIELD
INTO UNDERLYING CONC.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.
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