HomeMy WebLinkAbout6529 Back Forty LpABBREVIATIONS
GENERAL NOTES
VERSION CHANGES
INDEX OF DRAWINGS
VERSION
DESCRIPTION OF CHANGES
SHT NO:
TITLE
ABV - ABOVE MLDG - MOULDING
AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING
THE FOLLOWING TECHNICAL CODES SHALL APPLY:
1.0
PLAN REVISIONS
CS
COVER SHEET
AHU - AIR HANDLER UNIT MO - MASONRY OPENING
Al
FOUNDATION PLAN
M
No
A/C - AIR CONDITIONING MUNT - MUNTINS
2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS,
2.0
PLAN REVISIONS
A2
1ST AND 2ND FLOOR PLAN A00
N
ALUM - ALUMINUM # -NUMBER
ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017
A3
STAIR DETAILS
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3.0
TRUSS CONNECTOR REVISION
AT - ALUMINUM THRESHOLD OC - ON CENTER
A4
FRAMING PLANS A
4.0
FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE
AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR
AVG -AVERAGE OPNG -OPENING
2020 FBC PLUMBING RESIDENTIAL SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
A5
EXTERIOR ELEVATIONS &ROOF PLAN
- - o
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BFE -BASE FLOOD ELEVATION OPP - OPPOSITE
1.6 GALLONS
A6.1
1ST FLOOR ELECTRICAL PLAN
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5.0
ADDING K, L & M ELEVATIONS
BM -BEAM OPT - OPTIONAL
A6.2
2ND FLOOR ELECTRICAL PLAN
BLK -BLOCK OH - OVER HANG
2. WATER - FLOW RATE.
6.0
ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX
SNO
STRUCTURAL NOTES
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BLDG - BUILDING OH CABS- OVERHEAD CABS
PUBLIC FACILITIES LAV 0.5 G.P.M.
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STRUCTURAL NOTES,
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BIRD -BOARD PNT - PAINT FINISH
BRG - BEARING PTD -PAINTED
PRIVATE FACILITIES LAV 2.2 G.P.M.
S3
FOUNDATION DETAILS
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BTM - BOTTOM RED -PEDESTAL
SHOWER HEADS 2.5 G P.M.
S4
S5
FRAME WALL DETAILS
STRUCTURAL DETAILS
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BUC -BUILT UP COLUMN PERF -PERFORATED
CAB - CABINET PLT -PLATE
3. ALL PLUMBING WATER LINES
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WALL SECTION DETAILS
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CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD
TO BE CPVC
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RETRO FIT DETAILS
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CLG - CEILING PKT -POCKET
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CLG HT - CEILING HEIGHT LB -POUND
VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO
S11
PRECAST DETAILS
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CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT
JOBSITE CONDITIONS
S12
PRECAST DETAILS
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CL - CENTERLINE PSI - POUNDS PER SQUARE
PA 1.0
PRODUCT APPROVAL
COL -COLUMN PT - PRESSURE TREATED
THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL
PA 1.1
PRODUCT APPROVAL
CONC -CONCRETE PB - PUSH BUTTON
CODE
PA 1.2
PRODUCT APPROVAL
CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR
CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE
Q PORCHES AND BALCONIES
PA 1.3
PRODUCT APPROVAL
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CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING
CHAP. 3
PA 1.4
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PA 1.5
PRODUCT APPROVAL
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CJ - CONTROL JOINT R/A - RETURN AIR
❑ HANDRAILS - CHAP. 3
SH 1.0
HURRICANE SHUTTERS
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DP - DEEP OR DEPTH RO -ROUGH OPENING
SH 1.1
HURRICANE SHUTTERS
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SH 1.2
HURRICANE SHUTTERS
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SH 1.3
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HURRICANE SHUTTERS
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DBL - DOUBLE S/R - SHELF & ROD
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WP 2.0
WATERPROOFING DETAILS
DWG -DRAWING SH -SINGLE HUNG WINDOW
WP 2.1
WATERPROOFING DETAILS
EA -EACH SGD - SLIDING GLASS DOOR
Q EGRESS WINDOWS
ELEC - ELECTRICAL SPECS - SPECIFICATIONS
CHAP. 3
ELEV - ELEVATOR SQ FT - SQUARE FEET
EQ -EQUAL SQ IN - SQUARE INCH
5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED
EQUP - EQ1 JIPMENT STD -STANDARD
BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H.
EXP JT - EXPANSION JOINT STL -STEEL
GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE
EXT - EXTERIOR STRUCT -STRUCTURAL
MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE
FIN FLR - FINISHED FLOOR TEMP -TEMPERED
INSTALLATION.
FIN - FIN THK - THICK OR THICKNESS
EW - EACH WAY TB - TOWEL BAR
FG - FIXED GLASS TOC - TOP OF CONCRETE
SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA
FD - FLOOR DRAIN TOM - TOP OF MASONRY
AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS,
FE - FIRE EXTINGUISHER TOP - TOP OF PLATE
OVERHEAD GARAGE DOORS, AND ROOFING.
FLR - FLOOR TP - TOILET PAPER HOLDER
FLOUR - FLUORESCENT TYP - TYPICAL
6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL
FTG - FOOTING UNO - UNLESS NOTED OTHERWISE
SHOWER ENCLOSURES TO BE TEMPERED GLASS
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A.1. CMU WALL: OUTSIDE FACE OF WALL
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HT - HEIGHT WWM - WELDED WIRE MESH
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A.5. DOOR OPENINGS:
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MATL - MATERIAL
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A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
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A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED
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C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:
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FOOTING CALL OUT - STEP DOWN ARROW SHOWS
SEE FOOTING
C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS
SCHEDULE CALLOUT DIRECTION OF VIEW
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ARROW SHOWS INTERIOR ELEVATION
CA. FRAMED WALLS INTERIOR
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D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB -
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FBC 7TH EDITION (2020) PLUMBING SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
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PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
VTR LOCATIONS ARE APPROXIMATE AND MAY
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— — — — — — — — — —
16" X 16" X 20" LINE OF STRUCTURE
A.F.F. CMU BASE W/ ABOVE
(4) #5 VERT. TYP OF (2)
1'-4"
4'-7"
6'-9"
10'-01,
1'-4"
18'-8"
40
30'-0"
\�-_ (2) 2X8 TOP
8'-8" W/ (2) MSTA24
TO POST EACH END
FIRST FLOOR PLAN - ELEVATION A
1 /4„ = 1'-0„
7 5/8"
2x8
-IEADER
SEE Q/S
00
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DP SH
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2`-10" 1. 24'-4" _ 2'-10"
SH 25
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SEE M/S6 - TYP.
2ND FLOOR SH 25
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2'- 1 /4" 2'-3
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13'-0"
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10'-3" X 11'-8"
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RAILING
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SEE M/S6 - TYP.
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HD
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AT T-3"
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TO FLOOR
TRUSS BELOW
'v
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EGRESS
7'-4" 2'-8"
T-2"
T-2"
6-10" 6'-10"
10'-0"
6'-4"
13'-8"
CANTILEVER
30'-0"
SECOND FLOOR PLAN - ELEVATION A
1 /4„ = 1'-0"
-4"
-4"
INSULATION REQ:
GENERAL NOTES:
LOCATION
R-VALUE / TYPE
ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL
EXT CONC WALL
R-4.1 HIGH PERM
FIN AWAY FROM WINDOW FRAME.
EXT FRAME 2X4
R-11 / R-13 KRAFT FACED
EXT FRAME 2X6
R-19 KRAFT FACED
VERIFY ALL WINDOW AND DOOR ROUGH OPENING
CONDITIONED CEILING
R-30 BLOWN -IN
SIZES WITH THE MANUFACTURER'S SPECIFICATIONS.
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
R-11 / R-13 KRAFT FACED
INSTALL RND DRYWALL BEADS AT HORIZ & VERT
(GARAGE/LIVING)
CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS
NOTED.
USE SQUARE CORNER BEAD AT DRYWALL NICHES &
REC CLG DETAILS; REC CLG SURFACES SHALL HAVE
SMOOTH FINISH.
LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND
THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER
CODE.
ALL ANGLED WALLS TO BE 45' UNLESS NOTED
OTHERWISE
THE GARAGE IS TO BE SEPARATED FROM ADJACENT
LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD
AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8"
THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT)
APPLIED TO THE GARAGE SIDE.
0
r
-2-PLY BUC W/ (2)
MSTA36 STRAPS
TO FLOOR
TRUSS BELOW
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE - ALIGN EXT. FACE
OF SHEATHING W/ EXT. FACE
OF CMU BELOW
2X8 #2 SYP P.T. BASE PLATE SET
TIGHT TO SHEATHING W/ 1/2"
EPDXY ANCHOR OR 1/2" J BOLT
W/ MIN. 7" EMBEDMENT AT 32"
C.C. AND 6" FROM EACH END
8" KNOCKOUT COURSE
W/ (1) #5 CONT.—
SEE FOUNDATION PLAN
FOR FILLED CELL
SPACING
TOWEL BAR - (T.B.) = 56" A.F.F.
TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK
TOILET PAPER DISP. - (T.P.) = 20" A.F.F.
ROD AND SHELF (SGL)- (R/S) = 60" A.F.F.
ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F.
CORNER SHELF = 56" A.F.F.
MEDICINE CABINET - (M.C.) = 75" TO TOP OF
CABINET R.F.F.
WALL LEGEND:
ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR
RESISTANT COMPONENTS.
8" CMU W/ 1X3 PT FURRING STRIP
3/4" INSUL BOARD 1/2" GYP
Tj 8" CMU
F77777= 2x4 INSULATED EXTERIOR STUD W/ 1/2"
GYP ON INTERIOR SIDE. LINO
NON -BEARING 2X4 STUD W/ 1/2" GYP.
UNO
BEARING WALL 2X4 16" O.C. W/ 1/2"
GYP. UNO
❑ = FILLED CELL W/(1) #5 VERTICAL
gl = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
= FILLED CELL W/(2) #5 VERTICAL
C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
SQUARE FOOTAGE:
AREA
PROPOSED
FIRST FLOOR LIVING
SECOND FLOOR LIVING
1110
1470
TOTAL LIVING SQ FT 2580
ENTRY
GARAGE
60
403
TOTAL SQ FT 3043
STAIR DATA
STAIR
MARK
RISERS
TREADS
LANDINGS
TOTAL RISE
EA
17 AT 7 3/32"
15 AT 10"
1
10'-0 3/4"
TREADS WITH 1" NOSING
,e
1,00' i
WALL SPLICE DETAIL
N.T.S.
ALLOWABLE WIND SPEED DESIGN PRESSURE
(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch,
Exposure C, Height=30 ft, Importance Factor=1.0, End
Zone= 4 ft)
As per Florida Building Code 7th edition (2020),
Residential Table R301.2 (4) (Wind Speed Conversions)
and ASCE 7-10 Methods
WALL
TRIBUTARY
AREA (ft)2
INTERIOR
END
10
39.4
-42.1
39.4
-51.8
20
37.6
-40.5
37.6
4&6
50
35.2
-37.3
35.2
-43.7
100
33.4
-35.6
33.4
-40.5
GARAGE DR
30.0
1 -33.9
1 30.0
-33.9
2X8 SYP STUDS SET TIGHT TO
SHEATHING AT 12" O.C. W/ (2)
SIMPSON MSTAM36 STRAP
EACH STUD ((1) STRAP EACH
SIDE) CENTERED W/ (13) 1 OD
NAILS AND (8) 1/4" X 2-1/4"
TITENS INTO GROUT FILLED
CMU - STRAPS TO BE
ATTACHED DIRECTLY TO CMU
* CENTER OF STRAP AT
T/WALL TYP. U.N.O.
SEE PLAN
NOTE:
1. GROUT TOP (2) COURSES SOLID
2. MAX. WALL HEIGHT 20'-0" AT 140C
WIND PRESSURE. IF CONDITIONS
ARE EXCEEDED, CONTACT E.O.R.
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\\
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131-81,
10'-011
1 V-4"
18'-8"
FLOOR FRAMING PLAN (ELEV A.
1 /411 = 1'-011
O KEYNOTE LEGEND
KEYNOTE
ANNOTATION
10
BEARING WALLS
A/C CHASE
O3
AHU ABOVE
O4
22"x36" ATTIC ACCESS
O5
STAIRS AREA
O6
2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS
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1 T-8"
30'-0"
ROOF FRAMING PLAN (ELEV A.
1 /411 = 1'-011
SHINGLE ROOF
HEEL= 3 5/16"
PLUMB
#11
12
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12
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PLUMB
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12"
512
6
2X4
TRUSS HELD BACK
3/4" PLYWOOD
3/4" SUBFLOOR
WALL HT. BASED
ON 8'-8"A.F.F.
1I
TRUSS NOTES:
THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS
ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF
TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS
MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP
DRAWINGS MUST BE REVIEWED AND APPROVED BY
DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD
PRIOR TO CONSTRUCTION.
TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL
SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS
NECESSARY DUE TO FINAL TRUSS DESIGN OR
CALCULATEC REACTIONS. ALL MODIFICATION TO BE
REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER
OF RECORD PRIOR TO CONSTRUCTION.
ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE
FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE
APPROVED BY DESIGN STYLES, INC. PRIOR TO
CONSTRUCTION.
TYPICAL TRUSS CONNECTORS
1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O.
2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME
CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO
TRUSSES W/ MTS16'S.
4. USE HETA20 FOR ROOF TRUSS TO MASONRY
CONNECTIONS.
5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY
CONNECTIONS.
6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME
CONNECTIONS.
7. THE PREVIOUS CONNECTORS APPLY UNLESS
OTHERWISE NOTED.
8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR
OTHER CONNECTIONS.
DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE
RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS
INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER.
General Notes
1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES
AND FLAT GIRDERS HAVE THE TOP CHORD
PARTIALLY PAINTED GREEN TO BE INSTALLED
GREEN SIDE UP.
2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS
OTHEPWISE NOTED.
3. ALL TRUSS SPACING IS 24" O.C. UNLESS
OTHERWISE NOTED.
4. PER TRUSS PLATE INSTITUTE BCSI-131
RECOMMENDATION PERMANENT X-BRACING
SHOULD BE PLACED AT A MAXIMUM SPACING 15'
O.C. ACROSS THE SPAN, TO BE REPEATED AT A
MAXIMUM OF 20' BETWEEN EACH X-BRACE
THROUGHOUT THE STRUCTURE.
PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL
BRACING DETAILS.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
t3CLL = * PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 %
WIND SPD/TYPE = 140 ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 0.2 PSF
DESIGN CRITERIA
FBC 2020
TPI 201.4
truss member design & connector plates
NOTE: are designed for ASCE 7-16 and maximum forces from
ALL VALLEY KITS MARKED "VK" OR "MVK" ARE both components and claddings
CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems.
ENGINEERING PACK FOR DETAILS
* These trusses have been reviewed to carry an
NOTES:
• FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK
WALLS.
• FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS.
• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG
BACK LOCATIONS.
• SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR
WALLS.
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS
OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR
WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT
CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487
NOTE:
MULTI -PLY GIRDER CONNECTION.
ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND
OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS
ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS.
NOTE:
ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY
THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE
IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN
ORDER TO AVOID REPAIRS.
COLUMN NOTE:
REFER TO FOUNDATION PLAN FOR COLUMN SIZES
(2) 16D COMMON NAILS
OR 0.128" X 3" GUN NAILS
2X4 STICK LUMBER 24'' O.0
MAX IN LINE WITH JACKS
(SEE DETAIL IN ENG PACK
FOR GRADE)
DROPPED FLAT TOPS OF HIPS FOR / -
FRAMING (GIRDER NOT DROPPED) J
LABELED END MARK
REFER TO ENG.
PACK FOR CONNECTION
CJ5
c
CJ3
LO
U
CJ 1 co
777
U
U
1'-0 5/1"' 2'-0"
TYPICAL T SETBACK CORNER -SET
LABELING AND SPACING
TRUSS QUANTITY: 123
ATTENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
I CONSULT BCSI -B1
30' Soanlor less
60 degrees
or less
30' to 60'
1� 1/2 2/3 to 112
line span approx. Ta line span approx.
REFER TO BCSI -B1
Truss must be set this way if crane used.
Truss is an example, your truss may not match,
Insist crane operator sets truss this way.
additional 104 psf non -concurrent bottom chord live
load.
FLOOR
LOADING SCHEDULE
TCLL
= 40 PSF
TCDL
= 10 PSF
BCDL
= 5 PSF
TOTAL
= 55 PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000P
AND UPLIFTS OVER 1000#
ARE SHOWN ON ENGINEERING.
WALL KEY
LOAD# DESCRIPTION INIT. DATE
R/01
NEW MODEL SLC
06/11/15
RA01
LC8 RDP
11/05/15
RB01
REV LOAD FOR ACCTG HMT
4/13/16
RC01
UPDATED RE'S ARM
10/10/16
RC01
LC9 JTH
12/15/17
RD01
CHANGED TO SIMPSON HANGERS JRH
3-13-18
RE01
ADDED EXTRA VERTONFLRTRUSSES@EXTERIORWALLS ARZ
10/19/18
RF01
Rev hangers,dropFG's114",rv'dcv@garage rdg
9/24/19
RG01
REVISEDLOADING ON FTG5 ARZ
12/17/1
LOAD# DESCRIPTION INIT. DATE
RH01
NEW CODE LCA MAW
1-14-21
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N. W,
WINTER
HAVEN FLORIDA 33880
PHONE(
(800) 959-8806
FAX:
(863) 294-2488
BUILDER :LE���N.AR HOMES CENTRAL
PROJECT :VAROIUS
MODEL :2551
CCA PROD/MODEL/ALT
7A2/2551/A
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May 8, 2023
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FRAMING PLANS A
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ROOF FINISH
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12
115 ROOF SHEATHING
MANUFACTURED
ROOFTRUSS
-MTL DRIP EDGE
2X4 SUB -FASCIA
ALUMINUM WRAP
ALUMINUM SOFFIT
NOTE: REFER TO STRUCTURAL SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
8 SOFFIT DETAIL
ROOF FINISH
PER ELEVATION
12
ROOF SHEATHING
4
MANUFACTURED
ROOFTRUSS
„.
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NOTE: REFER TO STRUCTURAL SOFFIT
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ATTACHMENT DETAIL
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9
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GARAGE
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6"X2" PAINTED
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FRONT ELEVATION A
1 /411 — 1'-011
ELEV AT 18'-0"
T.O.P.
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ELEV AT 8'-8"
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_
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REAR
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T.O.P.
ELEV AT 10'-0"
2ND FLOOR FF
ELEV AT 8'-8"
T.O.M.
12
51
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1ST FLOOR FF
ARIGHT ELEVATION A
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8 12
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1 /8 - 11-011
FLASHING NOTES:
DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE
INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH
EDITION), SECTION R703.4. AND R903.2 APPROVED
CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT
ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS,
INTERSECTIONS, AND PENETRATIONS AND IN THE
EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL
FRAMING COMPONENTS. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH AND
SHALL BE INSTALLED TO PREVENT WATER FROM
REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED
CORROSION -RESISTANT FLASHING SHALL BE INSTALLED
AT ALL OF THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR
OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF,
EXCEPT THAT SELF -FLASHING WINDOWS HAVING A
CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28
MM) OVER THE SHEATHING MATERIAL AROUND THE
PERIMETER OF THE OPENING, INCLUDING CORNERS, DO
NOT REQUIRE ADDITIONAL FLASHING- JAMB FLASHING
MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED
BY THE BUILDING OFFICIAL.
2 AT THE INTERSECTION OF CHIMNEYS OR OTHER
MASONRY CONSTRUCTION WITH FRAME OR STUCCO
WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER
STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR
METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD
TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS
ATTACH TO A WALL OR FLOOR ASSEMBLY OF
WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR
DIRECTION.
9. AT ROOF CRICKET OR SADDLE.
10. AROUND ROOF OPENINGS.
GENERAL FLASHING NOTES:
INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH
EDITION (2020), SECTION R703.4 AND IN ACCORDANCE
WITH STANDARD APPLICATIONS ILLUSTRATED IN THE
ARCHITECTURAL SHEET METAL MANUAL (LATEST
EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR
CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION,
INC.
WINDOW NOTE:
ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF
0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING
THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES)
* EGRESS NOTE:
EACH BEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS
TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST
HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH
FLOOR LINE OF THAT PARTICULAR ROOM
SHINGLE / UNDERLAYMENT NOTE:
ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE
R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL
SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION
905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL
GENERAL FINISH NOTES:
APPLICATION OF STUCCO (EXTERIOR PLASTER)
MUST BE IN ACCORDANCE WITH FBC R703.7,
ASTM C926 AND C1063
ALL LATH AND LATH ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1
FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)
GENERAL NOTES:
* G.C. VERIFY ROOF PITCH
ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12)
IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF
SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER.
ROOF CRITERIA
- 12" OVERHANG U.N.O.
- PLUMB CUT FASCIA
- ROOF PITCH PER ELEVATION
- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION)
- SHINGLE LOADING
ROOF VENT CALCULATIONS:
NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT
LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE
INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR
EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806
FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _
NET SQ. INCH REQUIREMENT
ATTIC AREA = 1697 SQ FT
VENTILATION REQUIRED = 815 S Q Q IN
VENTILATION PROVIDED AT RIDGE = 407 SQ IN
VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN
ATTIC VENTILATION
ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA
BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806.
THE MINIMUM NET FREE VENTILATIING AREA SHALL BE 1/150 OF THE
AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE
REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE
THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE
UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER
VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE
VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE,
WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS.
CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN.
VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT.
* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT
* SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT.
IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE
PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER
APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION
* LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE
36 SQ. IN. OF NET FREE AREA / FT. FOR TILE
NOTE:
EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE
DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL
PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT
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May 8, 2023
zo
EXTERIOR
J
ELEVATIONS & ROOF
PLAN A
A/C
DISC
FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B
1 ! 4" = 1'-011
ELEC
METER
ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017
A) BATHROOMS
B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT
HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL
NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND AREAS OF
SIMILAR USE.
C) CRAWL SPACES AT OR BELOW GRADE.
D) KITCHENS - WHERE THE RECEPTACLES ARE
INSTALLED TO SERVE THE COUNTERTOP SURFACES.
E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE
THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF
THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70
(NEC) 2017, INCLUDING ARTICLES 210 AND 400.
3. ANY CONFLICTS BETWEEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO
LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE
ARCHITECT PRIOR TO INSTALLATION.
4. RECEPTACLE OUTLETS IN GARAGE MUST BE
SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT
SUPPLY OTHER OUTLETS.
5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT
LEAST 6' FROM KITCHEN RANGE/OVEN.
NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF
(GENERAL)
KITCHEN
44" AFF
BATHROOM
39" AFF
LAUNDRY ROOM
36" AFF
EXTERIOR WATERPROOF
12" AFF
GARAGE GENERAL PURPOSE
42" AFF
RANGE
2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE
POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE
FINISHED FLOOR
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.
ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED
ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR
THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY
THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE.
6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS,
SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS,
PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I.
PROTECT CIRCUIT PER NFPA 70 (NEC) 2017.
7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125
VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED
TAMPER -RESISTANT RECEPTACLES.
200A INDOOR PANEL
CENTER
00
#15 copper to lights & outlets
NEMA 1
200 AMP
#12 copper to 20 amp ckts
00,
#10-2 copper to WH
#10-3 copper to Dryer
METER
2/0 or 4/0 SER Alu
MAIN
0
200 amp
150 amp
Disconnect
POWER CO. FEED
4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to footer steel
GROUNDING PER 250.50 AND
250.52 NEC
TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM
NTS
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH F.
o
C
SWITCH °
4 1/2"
DOORJAMB DUPLEX
OUTLET ih
TRIM o
0
BASE
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
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WALL
oz
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ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
110V DUPLEX OUTLET AT 12"
110V DUPLEX OUTLET AT 39" NOTE: ALL
RECEPTACLES
110V DUPLEX OUTLET AT 43" ABOVE
COUNTERS
Cr 110V DUPLEX OUTLET AT 45" SHALL BE
SPLIT 110V DUPLEX OUTLET MOUNTED
AT 12" - TOP PLUG IS HOT HORIZONTAL
110V QUAD OUTLET AT 12"
WEATHERPROOF GFCI OUTLET AT 12"
220V OUTLET AT 30"
110V DUPLEX FLOOR OUTLET
OUTLET -VERIFY W/MANUF. SPECS
FOR LOCATION & TYPE
TELEPHONE OUTLET AT 12" OR AS NOTED
TELEVISION OUTLET AT 12" - WIRE FOR
CABLE & SATELLITE
STRUCTURED WIRE OUTLET
E09 SWITCH AT 36"
Cl) 3 WAY SWITCH AT 36"
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-0 PUSH BUTTON FOR GARAGE DOOR OPENER
—o DIMMER SWITCH AT 36"
-�] PUSH-BUTTON DOORBELL
-{��- CLG MNT LT FIXTURE
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TT NOTE:
C ND OPALEX - ALTERNATE
TUB/SHOWERCANS MAY BE
C 50W PAR30 NFL 6" WHITE BAFFLE USED IF
APPROVED BY
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C 50W PAR20 NFL 4" MINI ROUND RECESS
�o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
{} CLG FAN PREWIRE AND SWITCH
COMBINATION CARBON MONOIXED DETECTOR/
CosCOMBINATION
DETECTOR
C SMOKE DETECTOR
=U-18= UNDER CABINET 18"
rS-18M SINGLE 18" FLUOR STRIP
=U-24= UNDER CABINET 24"
=S-24= SINGLE 24" FLUOR STRIP
=D-24= DOUBLE 24" FLUOR STRIP
= U-36 = UNDER CABINET 36"
S-36 = SINGLE 36" FLUOR STRIP
D-36 — DOUBLE 36" FLUOR STRIP
S-48 — SINGLE 48" FLUOR STRIP
c D-48 DOUBLE 48" FLUOR STRIP
24 24"CLG MNT WRAPPED FLUOR LIGHT
48 48"CLG MNT WRAPPED FLUOR LIGHT
F7,24:;� 24" VANITY LIGHTING
F—= 36 :;;� 36" VANITY LIGHTING
48- 48" VANITY LIGHTING
EXHAUST FAN/LIGHT
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150W PAR 38 FL
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ED CHIMES (DELETE W/ INTERCOM)
MEKF MASTER STATION
ELEC PANEL
VACUM OUTLET AT 12"
FZA CEILING RETURN AIR
E3 A/C REGISTER
OT THERMOSTAT
110 SECURITY PAD
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR LOCATION PURPOSES.
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ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017
A) BATHROOMS
B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT
HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL
NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND AREAS OF
SIMILAR USE.
C) CRAWL SPACES AT OR BELOW GRADE.
D) KITCHENS - WHERE THE RECEPTACLES ARE
INSTALLED TO SERVE THE COUNTERTOP SURFACES.
E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE
THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF
THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70
(NEC) 2017, INCLUDING ARTICLES 210 AND 400.
3. ANY CONFLICTS BETWEEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO
LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE
ARCHITECT PRIOR TO INSTALLATION.
4. RECEPTACLE OUTLETS IN GARAGE MUST BE
SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT
SUPPLY OTHER OUTLETS.
5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT
LEAST 6' FROM KITCHEN RANGE/OVEN.
NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF
(GENERAL)
KITCHEN
44" AFF
BATHROOM
39" AFF
LAUNDRY ROOM
36" AFF
EXTERIOR WATERPROOF
12" AFF
GARAGE GENERAL PURPOSE
42" AFF
RANGE
2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE
POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE
FINISHED FLOOR
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.
ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED
ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR
THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY
THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE.
6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS,
SUNROOMS, FAMII.Y ROOMS, DENS, LIBRARIES, SLEEPING ROOMS,
PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I.
PROTECT CIRCUIT PER NFPA 70 (NEC) 2017.
7. IN ALL AREA SPECIFIED IN NFPA TO (NEC) 2017 210.52, ALL 125
VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED
TAMPER -RESISTANT RECEPTACLES.
SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS'
1 /411 = 1'-011
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH----
SWITCH-
4 1/2"
DOORJAMB DUPLEX 19
OUTLET
TRIM o
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NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
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WALL
oz
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MIN.
ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
110V DUPLEX OUTLET AT 12"
11 OV DUPLEX OUTLET AT 39"
NOTE: ALL
RECEPTACLES
11 OV DUPLEX OUTLET AT 43"
ABOVE
COUNTERS
11 OV DUPLEX OUTLET AT 45"
SHALL BE
SPLIT 11 OV DUPLEX OUTLET
1HORIZONTAL
MOUNTED
AT 12" - TOP PLUG IS HOT
11 OV QUAD OUTLET AT 12"
WEATHERPROOF GFCI OUTLET AT 12"
220V OUTLET AT 30"
11 OV DUPLEX FLOOR OUTLET
OUTLET - VERIFY W/MANUF. SPECS
�! FOR LOCATION & TYPE
TELEPHONE OUTLET AT 12" OR AS NOTED
TELEVISION OUTLET AT 12"- WIRE FOR
CABLE & SATELLITE
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SWITCH AT 36"
3 WAY SWITCH AT 36"
-&% 4 WAY SWITCH AT 36"
—0 PUSH BUTTON FOR GARAGE DOOR OPENER
—fl DIMMER SWITCH AT 36"
PUSH-BUTTON DOORBELL
{A} CLG MNT LT FIXTURE
-}B CLG MNT PREWIRE - FIXTURE BY OWNER
-- SURFACE MNT FIXTURE
-- WALL MNT FIXTURE
NOTE:
3 TUB/SHOWERND OPALEX - ALTERNATE
CANS MAY BE
41 " USED IF 5OW PAR30 NFL 6WHITE BAFFLE
C APPROVED BY
C 50W MR16 4" LOW VOLTAGE OWNER
C 5OW PAR20 NFL 4" MINI ROUND RECESS
5OW PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
F} CLG FAN PREWIRE AND SWITCH
Cs COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
C SMOKE DETECTOR
=U-18=
UNDER CABINET 18"
CS-182
SINGLE 18" FLUOR STRIP
=U-24=
UNDER CABINET 24"
=S-24=
SINGLE 24" FLUOR STRIP
=D-24=
DOUBLE 24" FLUOR STRIP
c U-36 =
UNDER CABINET 36"
= S-36 =
SINGLE 36" FLUOR STRIP
— D-36 =
DOUBLE 36" FLUOR STRIP
— S-48 —
SINGLE 48" FLUOR STRIP
D-48
DOUBLE 48" FLUOR STRIP
24
24"CLG MNT WRAPPED FLUOR LIGHT
48
48"CLG MNT WRAPPED FLUOR LIGHT
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36" VANITY LIGHTING
48
48" VANITY LIGHTING
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Q EXHAUSTFAN
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® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
ED CHIMES (DELETE W/ INTERCOM)
12KF MASTER STATION
ELEC PANEL
VACUM OUTLET AT 12"
[7AI CEILING RETURN AIR
E3 A/C REGISTER
OT THERMOSTAT
EM SECURITY PAD
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR LOCATION PURPOSES.
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STRUCTURAL NOTES
NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURESF R 0 HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HP2ARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
914 MM OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONSHA MPANY WITH SECTION R308.4.3.
( ) S SHALL CO S 0
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OF. HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1.1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN"; BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1. 1. 7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRI1-14.
1.2. DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1. 3. 1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2. 1. 1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2. 1. 6,
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2. 1.8.
TILE ROOF
TOP CHORD : 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOP CHORD : 7 PSF
BOTTOM CHORD: 10 PSF
2. 1. 10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2 2.2.
GARAGE LOADS : 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2,2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100sq. ft.
2. 2. 5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2. 8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF
2.3.
RAILING LOADS:
2. 3. 1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2. 3. 2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020),
AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
"I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16
2.5. DEFLECTIONS:
2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi
4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20".
4. 1. 3. NREINFORCINGT ALL DIMENSIO S PERTAINING TO THE LOCATION OF ARE 0 THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6. DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH: 3"
C-I-P CONCRETE EXPOSED TO EXTERIOR: 2"
C-I-P CONCRETE NOT EXPOSED: 1 1/2"
GROUT FILLED MASONRY: 3/4"
4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.3.
4.4.
4.5.
4.6.
4.7.
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) :
3 1/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
CONCRETE MASONRY:
4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II
NON -MOISTURE CONTROLLED.
4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
STRUCTURAL LUMBER: ,
4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
FASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162"
4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
MICRO -LAM LUMBER:
4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb = 2,950 PSI
Ft = 1,850PSI
Fc = 500 PSI (PERPENDICULAR)
Fc = 2,700 (PARALLEL)
Fv = 285 PSI
STEEL:
4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4. STEEL TUBING: ASTM A500, GRADE B.
4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE
PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE.
SOIL:
4.8.1.
4.8.2.
4. 8 .3.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. ,
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION
R318.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" awayfrom the building side walls.
9
3. Irri ation/sprinklers stems including all risers and
spray heads shall not be installed w thin 1'-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - Cofncrete overpo�r and mortar along the foundation perimeter
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH
WIND SPEED (ALLOWABLE) 112 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = II
DESIGN WIND PRESSURE:
CONSTRUCTION
TYPE: 5B
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
145 MPH
GARAGE DOORS (V = 145 MPH)
SINGLE 9x7
DOUBLE 160
+ 29.85 PSF 1- 32.38 PSF (INTERIOR) U.N.O.
+ 29.85 PSF/ - 39.97 PSF (END) U.N.O.
+ 26.28 PSF / - 31.49 PSF
+ 25.17 PSF / - 28.78 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN
PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE
SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN
STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
NInTC•
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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STRUCTURAL
DETAILS
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METAL LATH WAL:°L aHEATHII^4 G
N 1. V ( 17� I 1
• NIN � .,. - i .I. .. 1, I
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16 Axl-1`, " LONG (343" CROWN)
STAPLES L a O.EIPT EET'°"EE 1 .j.: 11b. 13+" 1 "f•f°1c;3 4
STUDS (NOTED THUS.—) - OFFSET i 1 l I 0RI0fl%fN 'STAPLES f : 6'
STAPLES BE70JEEN STUDS AS SHOWN _ _.__.- _ ._m. _....._ �-........ __. _ O I . V ERT NNT ^ STUDS
t I^110TED THUS! -If
ET L iL TF 1' A'TTACHMENT
REV. 091- 21 SIC,ALE 14" T-0"
'DET.A L E">XEEIDS THEE REQUIREMENTS FOR FECR 703,71 LATH"
"ONLY APPLIES TO LENNAR TRA;,JA `'
LATHING ACCESSORIES:
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS.
WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPES @ 6" O.C.
VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS.
MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @
6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR
GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A
SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID
PORTION OF THE KEY ATTACHMENT IFLANGE.
CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN
CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE.
ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 &
ASTM C1861.
CORNER OF
HOME
GARAGE SIDE
10'-0"
TANK -LESS W/H
5'-0"
STUB -OUT FOR
GAS METER 0
0
CV
H C G
00 C
a -
C)1'-0" 0 9 '
O
U
0
x
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE ,
J
15/32" CDX
¢
PLYWOOD OR
0
7/16" OSB
4.
RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
+ + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
+ + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH
NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
+
+
+
+
+
+
+ +
+ +
+
+ +
+ +
+ + + + +
+ +
+
+ +
+
+
+
+
+
+
+
+ +
+ +
+ +
+ +
+ + + + + +
+ +
+
+
+
+
4'-0"
/++ +
+ +
4 -0
+
L9
+
+
+ +
+ +
+++
+++
+
+
+
+
+
+
+
++
+
+ + + ++++
+
+ ++
++++
/++
+++++++++
+
Backer and Filler Block Dimensions
BCI®Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x —
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x —+ 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
90 2.0
2 x — lumber
Double 2 x — lumber
FILL CELL STD. 90° HOOK BOND BEAM
U)
w
Q STD. 90°
CONT. #5
CONT. #5 HOOK
BAR
BAR.
#5 CONT.
FROM
—1��
C
TOUNDATION HIGHESST
�------ —
BOND BEAM
BOND BEAM STEP
ma
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min. } Small gap 2" min.
2"
x. —14 max.
__TClinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB westiffener 2" min.
4" max.
required when indicated or
2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 1Fnn1h
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
Non -stacking walls
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
local building
code for appropriate
1/16
details in
One 10d box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block /
(2x4 minimum) �I
Bearing wall, Versa -Lam LVL or
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES —�
DO NOT cut, notch
or drill flanges
DOUBLE JOIST CONSTRUCTION
(Not required if bo'h loaded equally from above)
Filler blocking °
1/8" gap x
k
Boise Joist Blocking
J for each lapped joist.
10d nails SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
D DIMENSION OF LARGEST HOLE
(see table below) (KNOCKOUT EXEMPTS) D
(see table below)
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls : - for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.`
Use 10dx3"nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.—
t (D
6 A 1%" ROUND HOLE MAY 611 6� DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%z'
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 z"
1.1 _
e
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
Web Stiffener Fastener Schedule
Joist BearingLocation
Series Depth End Intermediate
BCI5000s
9-1/2"
2-8d
2-8d
11-7/8"
2-8dN
14"
2-8d9-1/2"
2-8dBC16000s®11-7/8" 2-8dBC16500s®
14"
2-8d16"
2-8d11-7/8"
BCI60e
2-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BC190sw
11-7/8"
3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
SIMPSC
w/ (22)
NAILS l
5/8"0
THRU
BOLT
SIMPSC
w/ (22)
NAILS l
R TRUSS
OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
VAIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20 /
Plumbing HETAL20 INSTALLATION
Joist
When joists meet over wall, provide
1 3/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
Install tight to top flange.
Jc
\ Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4%2" gap at top of bottom 1/4%2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
o depth
I -JOISTS BUCKETS
N.T.S.
SIMPSON HETA20 / HETAL20
INSTALLATION MID SPAN
SIMPSON F
w/ (18) 10d
NAILS
UPLIFT = 11
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
DOTE:
JPLIFT VALUE
S BASED ON
>.P.F.
LOCATION OF
SECOND H10A
(WHEN
REQUIRED)
PLUMBING LINE
TOP (2) #5's x 4'-0"
CENTERED @ PIPE PVC OR SCH40 SLEEVE
A/C CHASE 4" PVC PENETRATION
SLEEVE THRU STEM
WALL .a ° ° . °
a a
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SEE PLAN FOR ---'°a °° . • s °
FOUNDATION INFO °
STEM FOUNDATION
GRADE REINF. SEE PLAN
°
°. 3E . X
_I • Q °:
A/C CHASE 4" PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
IIIII �-�
L___
Il-- SEE FND. PLN.
SIZE & REINF.
GRADEOW PIPE VERTICAL THRU FND.
TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATIONPLUMBING LINE
------------------------
z\
• ° •
a
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
° 1. 1° F/—
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STRUCTURAL
DETAILS
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
(2020)-RESIDENTIAL
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
12 TRUSS (SEE UPLIFT SCHED.) W/
(TYP.) VARIES METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
SN1
ELEV. VARIES
INSULATION BAFFLE ALUMINUM DRIP
EDGE
5/8" OR 1/2" HIGH ALUMINUM FASCIA
STRENGTH CEILING 2x SUB FASCIA
BOARD PER CODE (OR 5/8" 12 N.O.
GYP. TYPE "X" @ GARAGE EE SOFFIT
W/A HABITABLE ROOM SHEET
ABOVE) W/DRYWALL
SCREWS @ 7" O.C. 8 "x8"X16" KNOCK -OUT
CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT.
FILLED SOLID!V/GROUT
INSULATION PER
CHART ON FLOOR 8" C.M.U. TYPICAL
PLAN
1x2 P.T. HORIZONTAL
NAILER TYPE 'IS" MORTAR
STD. 99HOOK (SEE DETAIL)
ARCHITECTURAL
1x2 PT WD FURRING @ 24" O.C. FINISH
1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS
U.N.O. (SEE FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
U)
3 1/4" BASEBOARD U-
MIN. 2500 PSI CONC. SLAB w
d
MIN PSI MAY VARY PER
MUNICIPALITY. 4"x4" INSPECTION PORT AT
CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL
W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR
"FIBERMESH" TO CUT BLOCK OR POUR
c CURB DUE TO SLOPE
N b
°° �
6 MIL VAPOR11 ° = = z
BARRIER lIl ,` dr I III
COMP. SOIL. IIII I1
(COMPACTED TO 95°1° —I 1 I I =III=III 11= NOTE: EXTEND DECO FINISH
MODIFIED PROCTOR II I I I III —III —I I I I I
ASTM D1557) 4" to 6" BELOW GRADE
(2) #5 REBAR CONT. 3" MIN. CLR.
ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK
U.N.O. 4" V-8" (2 STORY) (SEE DETAIL)
TYPICAL WALL SECTION rA
SCALE: 3/4" =1'-0" S3
OPT: DEPRESS SLAB 5%2'
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
O.H.D. RECESS
PAVERS z
d.' . .d • -
4" I bo _1
T
fll�
IIIII I II
SEE A/S3 OR J/S6 —`-I L l i l l l =' Fh � 1 Ill F-'
FOR REINF. INFO. 3" MIN. CLEARANCE
1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1' 8" (2 STOR))
GARAGE DOOR SLAB RECESS J.1
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION,
2x #2 SPF STUDS -
@16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE--\
(2) #5 CONT. ON 3"
CHAIRS (TYP.)
° °
-III—III—III—I m °
1-III—III—III I �
'LIIIhIII„IIIII;,I I
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.11)
1/2" GYP. VVB (MIN.) @ GARAGE SIDE IF z
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE E
.6x6W1.4xW1.4 T
WWF OR FIBERMESH
° II— III —III —III
I I III —I I I —I
1 8" 1 1,41.. 1 ..8"
TYPICAL INTERIOR BEARING
WALL w/ OUT UPLIFT GG
SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
LOAD BEARING OR --
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLT INFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
*SIMPSON SP1
w/ (10) 10d NAILS —�
TYP.
MONO OR STEMWALL—
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
3/8" MORTAR BETWEEN
SLAB & BLOCK
CV
_J
_ "' ELEV. 0'-0"
IE =LL:Zd a 4 °. A.F.F.
V
Q . ° p . 4 a .. ELEV. -0'-3 1/2" H
°d°d e. ° d 0
e A.F.F. 0
a 2x4 CONT. LL.
4, e e ° d -
I 94 ..d. d. d°CD
. d N
° e GARAGE DEPTH VARIES
° .. °. .d. .° d• c
° 4. A.
GARAGE SLAB AT STEP B
SCALE: 3/4"=V-0" S3
5/8"OR 1/2" HIGH STRENGTH
`TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE "X" @
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM
EACH END (WHEN PARALLEL)
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE
CONNECTIONS.
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.G.
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS
NOT EXCEEDING 10'-0" (R302.11)
INDICATED ON THE PLAN. ATTACH
SHEATHING W18d COMMON NAILS @
INSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6" O.C. @
EDGES, AND @ 12" O.C. @ FIELD
IMPSON SP1 w/ (10) 10d NAILS
5/8"° x 10" "J" BOLT @ 24" O.C. W/
2-0/16" PLATE WASHER (TYP.)
(ALT: 1/2"x12" TITEN HD @ 24"
2x P.T. BOTTOM PLATE
O.C. OR 5/8"x10' WEDGE ANCHOR
x 6 W1.4 x W1.4
@ 24" O.C.) 2
WWF OR FIBERMESH
�3 1/2" MIN.
D °
°' =I I I=I I I-1'31/2"(min.)- 4"
z ;°
_ _I _III —_III_ I
31/2"(min)- 4" I 1=III I— =1 I1 III-1 I�
I-
-1 I''
(2)#5CONT.
iI I iil,..I IIIII IlI111,11 III- �'
4" 1'_4" 8"
U.N.O. MIN.
TYPICAL BEARING WALL (�) STEP (a SHEARWALL
"SHEAR WALL" SCALE: 3/4"=V-0"
5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
S.P.F. DOUBLE
TOP PLATE 77
SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
(12) 10d NAILS U.N.O.
5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
@ 24" O.C.)
"SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
IF NOTED, THIS REFERS TO THE
STEP, SIZE OF FOUNDATION AND
REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
INCLUDE THE WALL 6 x 6 W1.4 x W1.4
ATTACHMENTS 2" WWF OR FIBERMESH
3 1/2" MIN
D ° •
_III=_III=_III=131/2"(min.)-4"
00
— I —III —I I
3 1/2"(min.) - 4" =III=III _ =III
III —I I-1 I
I I=1 11=1 11=1 I I I I=1
(2) #5 CONT. I '4"'
I IIII ��II41 IIII III 81
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP K'CC
SCALE:3/4"=1'-0" S3
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
Q�s
2x S.P.F. STUDS @ 16" O.C.
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
2M
INSULATION PER FBC AND ENERGY
N�°°s
8" C.M.U.
FORM SUBMITTED WITH PERMIT
c °
1"x P.T. STUD
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
APPLICATION
#5 VERT. IN FILLED CELL
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
N
LAYERS W/ TOTAL THICKNESS 7/8" OVER
5/8"x6" "J" BOLTS BOLT
5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
@ 24" O.C. VERT. OR
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
K.O. BLOCK
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
(6) 1/4"x3 1/4" TAPCONS
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP [24" MIN. LAP]
#5 REINFORCING
SPACED EVENLY
FIBERMESH
WEEP SCREED INSTALLED
WEEP
BAR
2x P.T. PLATE
ASSUMED FINISHED
—1
=E
PER MFR INSTRUCTIONS
#3 OR #4 REINFORCING BAR
.
GRADE
N
° ° D
d- ..
z
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy= 40ksi
n
z
M
D ° ° DD
FINISH GRADE °°
25" MIN. LAP [30" MIN. LAP]
[GRADE 60 MIN. Fy= 60ksi]
°O
6 MIL VAPOR BARRIER -1 I
I=1 I I
III
I I
D °
°
I I=1 11=III=I —_
111=1 I I —III —III—
-'
R 1 7/8"
°
_ _
I —III —I 11=1 I I —III —III i
;
'
N
z
#5 REINFORCING BAR
° '°
III —III —III —III —III —III- z
I I
III
I I
o
I I=1 11=1 I I —I 11=1 I' T
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2
#5 LAP SPLICE
°
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.
g ° °
III=III=III=III=1 i I=III= N
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I=III=III i 1IIIIi i� I
36" MIN. LAP [36" MIN. LAP]
I=III=III=III=III=IIII ; '11-1
=1 I I=III=III=T_II=III=1 1=III=9 OMCOII 11=I=1 MODIFIED PROCTOR ASTM It===I=
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III=1 I I—III—III-1 I=1 I I=1=1 I 4" —I j -4; I —I
FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
SLAB INFORMATION.
6x6W1.4xW1.4
3 1/2" WWF OR FIBERMESH
min.) 4
d °v GRADE
°°
� 1— — — — =(1) #5 REBAR w/ OPT.
IIIII I IIIII I I� I I IIII IIII IIII III 11=SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE:3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13" O.H.D. RECESS
T I
M
M " d..
d/'`�
III=_II
-
d. 00
11111�I-
SEE A/S3 OR J/S6L S111 l 11 ii � l ; I li 5111-
FOR REINF. INFO. 3" MIN. CLEARANCE
114" (1 STORY)
1'-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
2„ HOLD GYP. BD.
1/2" FROM SLAB
01-01, CONT. BEAD SEALA�
INTERIOR
d. 4'
d`
;ONCRETE NAILS W 1 1/2'
:MBEDMENT @ 12" O.C.
;TAGGERED, FROM BOTTOM
'LATE TO CONCRETE
MIN. SHEAR 180# MIN.
-ENSION 120#) CONCRETE SLAB
� e
.0
-- ;III=
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M 6 MIL VAPOR 7.11
— ('-
BARRIERi i e
2X STUDS @ 24" O.C. U.N.O.
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
E
6x6W1.4xW1.4 N '
WWF OR FIBERMESH ,
°
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
Q BOLTS 6" MAX FROM
w END OF 2" x PLATE
W °
J
_III=III=III � °
I —III —III —III
W I III=III II—� °
10"
#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE
REBAR DETAILS rF
SCALE: N.T.S. S3
FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
SEE ROOF PLAN
10d NAILS TO TRUSS TOP CHORD
FOR TRUSS
AT 24" O.C. MAX.
SEE PLAN FOR CONNECTION INFO
TOP OF BEAM &LAYOUT DESIGN
SEE ROOF PLAN
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2x4 #2 SYP P.T. FRAMING w/
MIN i/16" O.S.B. SHEATHING
z
ATTACHED PER NAILING
w
SCHEDULE
it
>
a
w
-SEE PLAN FOR STRUCTURAL
J
w COLUMN SIZE AND BASE
o
� CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
w/ 1/4"x3" TAPCONS AT 8"
COLUMN TO PORCH SILL
°`• O.C.
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM
TRIM PER PLAN
ATTACHMENTS
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
BRICK PAVERS or SLAB PER
Y-0" FIN. FLR./-�
�COMMUN!TY SPECS
�i✓i✓iii'd'• i � iiiiiiiiii'!✓i✓r
INTERIOR WALL A. . NON—B.G. TAPERED
COLUMN FRAMING ,
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.11)
'GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 "
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6x6W1.4xW1.4 N _
WWF OR FIBERMESH
III —III— III —III_ o
III III —III —III—' r
(2) #5 CONT. =1 1=11 i-1 I I, , I=1 I I, , I I
ON 3" CHAIRS
(TYP.)
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT G
SCALE: 3/4"=V-0" 53
1 1/2" RECESS FOR VHKItJ 6 x 6 W1.4 x W1.4
S.G.D. (U.N.0.) WWF OR FIBERMESH
rM ° —
_ d aco
III III III; N
M
N �. I I III III-111, _ �I 11 I � " ° " I I IEEE I II E
a _IIII
III=
_-IIIII
III1I
SEE ws3/J/s6 '-41
I
8"
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS S.G.D. M
SCALE:3/4"=V-0" S3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL -�
EXTEND FILL CELLS
TO FOUNDATION PAD _
CONT. FOOTING STEEL MAT REINFORCING. r '
00 GRADE
- _ .4. _
Lu
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PAD REINFORCEMENT 3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL (N"�
SCALE: N.T.S. S3
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STRUCTURAL
DETAILS - MONO
2x6 / 2x8 WALL
BEYOND SEE PLA
FOR HEADER
CONNECTION
N
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
I FLUSH TO THE OUTSIDE
SEE PLAN FOR SIZE
2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
V EVENLY
HEADER FLUSH TO OUTSIDE OPTION
^OUBLE 2x TOP
PLATE
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2.x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 10d @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAILri
SCALE: N.T.S. 14
12
(TYP) SEE ELEV.
I �
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
++' .+Itr
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE II
PLATE W/ (2) 16d TO �I
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10) 10d
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
A =1
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
�— SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 10d TOENAILS T&B
AS REQ'D
—2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 10d NAIL
BLOCKING (TYP.)
\—ROOF TRUSS
PLIFT CONNECTOR (SEE SCHEDULE)
OISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA, EXTENSION -
SCREW OFF CAP (3" DIA,)
FOR CLEAN -OUT
MIN. EXTENSION FROM
EXTERIOR FACE OF BLOCK
WALL IS 1 1/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 21/4"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
DRAIN
WALL CLEAN -OUT rA
SCALE: N.T.S. S4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW B
S4
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ]
BLOCK W/ (1) 4
5 FOR CONCRETE PLACEMENT /
': .•A
d
a ,.. A a.
a
A O A
8" STD. 90 HOOK g"
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6-0" WIDE (U.N.O, ON
PLAN)
OPENING
FILLED CELL W1(1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
NOTES:
1 FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION,
O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR
BLOCK WALL ABOVE.
SCRAP MATERIAL
J
J
c �
'o
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED,
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING,)
MOUNTING BASE SHOWN
IN POSITION GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE SCALE: N.T.S.
�8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET
GARAGE DOOR ROLLER ° GARAGE DOOR TRACK
V CONNECTION ASSEMBLY
GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL °
SCALE: N.T.S. a
d <.. a .
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING Bi
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
INTERIO
WALL
EXTERIOF
WALL
7 5/8" 8"
7 5/8" 8"
7 5/8" 8"
.
SOLID AREAS ARE
STEELAND GROUT
DOOR OPENING
❑
❑
DOOR OPENING
❑
❑
❑
❑
❑
❑
❑
1ST COURSE 2ND COURSE V 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRY LAYOUT D
SCALE: N.T.S. S4
T��
SFF�Cb, 0�
N
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
30LID AREAS ARE
STEEL AND GROUT
LILL 8x8x16 BLOCK
)OOR OPENING —Ct
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE
FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2x6P.
J-BOLT
TRACK
BRACKET
fOP
I
3ARAGE
IOOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S. S4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
SIMPSON
1' - 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9' -16'
(3)
(4)
(2)
(4)
(2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"x10" OR
GREATER HEADER
SIMPSON SP4 w! (6)
`—(2) 2x HEADER SEE PLAN
10d x 1 1/2" AT EA
STUD (USE SP6 FOR
• INTERIOR HEADER:
2x6 WALL, USE SP8
S4
(1) 2x SILL PLATE W/ (2)
FOR 2x8 WALL)
12d TOENAILS
BOX HEADER
. EXTERIOR HEADERS:
10d NAILS @ 8"
ONLY
(1) 2x SILL PLATE W/ (2)
0/C TYP.
12d TOENAILS
DOUBLE 2x
• OPENING LARGER THAN 4 FT:
CRIPPLE STUD
(2) 2x SILL PLATE w/ SIMPSON
TYPICAL (U.N.O.)
LS30 w/ (6) 10d x 1 1/2" EACH
SIDE
2x STUDS TYP.
00 .{ SIMPSON HTT4 TYP.
Op OR U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
INTERIOR WALL HEADER DETAIL Q
SCALE: N.T.S. S4
_ SIMPSON SIMPSON
—SP4 SP2
2X STUDS @ 24" O.C.
N N
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12 TRUSSES @ 24" O/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER,
SIMPS09SP2 w/ (12) 10d
NAILS AT EACH STUD f
1/2" EXTERIOR GRADE SHEATHING CRICKET AS
FASTENED TO TRUSSES WITH 8d REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T )
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 w/ (8) 10dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT •
IN KO BLOCK AT EA. STUD LMAIN SPAN
MOISTURE BARRIER ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ---. (SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
—� /8"x10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
2.
P
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
SCALE: N.T.S.
— PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 10d @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
SPLICE STAGGERED
° . t1 od @ s" O/C
ATTACH ALL
EXTERIOR STUDS
W/ (4) 16d TOENAILS
TO TOP PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S. S4
F= 2240 LBS
C P.T.
ATE
SIMPSON C
auwraviv 5r�
SP2
SIMPSON
SIMPSON
SP1
SIMPSON
SP4
10(
ST
M
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/S1 FOR
ADDITIONAL DETAILS
RECESS
LINTEL
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
d.
a 2X8 P.T. BOTTOM P ATE
SIMPSON SIMPSON
SP4 — SP2
NAILED INTO
TRANSOM
FRAMING
SIMPSON
SP1 SIMPSON
RECESS /-S �PSON SP4
LINTEL
LBLOCKING
USS BOTTOM CHORD OR 2x4
W/ 2-16d TOE NAILS
EACH END
w
iE
dz
2x TOP PLATE `�'
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
v
O.C. MAX.
PROVIDE P,A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL J
SCALE: N.T.S. S4
SP4
2X TOP PLATE
OVERLAPPING
NAILS @ 6"
\GGERED
3OLTS @ 24" O.C.
\X
2X P.T. PLATE
5/8"x10" "J" BOLT @ 24" O.C. MAX.OB
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON
SP4
,. 4
a e.
2X8 P.T. BOTTOM
PLATE
D
5/8"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN, (2) PER BOTTOM PLATE)
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075#SPF)
3 (4565# SPF)
3 (5645# SPF)
3 (6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
t&NUT
'OXIED A.T.R.
t&NUT
OXIED A.T.R.
2&NUT
ROOF TRUSS ABOVE
2X BLOCKING
F
O
L
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2'-0" O.C.
MASONRY WALL
10d NAILS @ 4 A 10d NAILS @ 6" O.C.
STAGGERED 4�
STAGGERED
I NA TRANSOM FRAMING
c c BEYOND.
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES c E SHEATHING
& 8" O/C FIELD S4
B
• SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
• SIMPSON SP2 w/ (12) 10d NAILS MASONRY
• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 518"X10" J BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY R
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DETAILS
SIMPSON HGAM1(
W/
(4) 1/4"x1 1/2" SIDS
SCREWS
TO BLOCKING & (z
1 /4"x2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9"
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END,
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAILS
45°±
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S6
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45° ± SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO BRACE SCHEDULE FOR
APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO
RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 10d
6" T
"L" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
'
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX, 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)1Od TOE NAILS @ EA.
•�
BLOCKING
'
7/16" OSB SHEATHING
FATTACHEDW/10d
END
GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
'
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1OdX3" @ 3" O/C
CORD ATTACHED W/ (2} 16d TOENAILS
w/ 1Od NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
PC
" P PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
MAX, 9"
UNSUPPORTED,
IF >9" SEE 1 O/S6
DOUBLE TOP PLATE
2x4 CROSS BRACE APPROX, 8"
FROM RIDGE FASTENED AT
EACH JOINT w/ (3) 10d & (2) 10d
TOE NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
(2) 16d NAILS
INTO 2 x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE
FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOC IN 4" FA
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
MOISTURE BARRIER
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
10dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24
GABLE WEB SECTION
2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4
1Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
S5 EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
S5
TITEN ON OUTSIDE
REFER TO DETAIL J
ON SHEET S5 FOR
X-BRACING, AND TOP
CHORD BLOCKING
INFORMATION
f•�iZ•�i�1����
2x4 RAT RUN BRACING
AT 24" O.C. ON TOP OF
BOTT. CHORD FOR 4
TRUSS SPANS
ATTACHED W/2-16d
AT EA. TRUSS JOINT
2x4 BLOCKING @ 24"
O/C w/ (2) 16d
TOENAILS @ EA. END
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN.
NON - LOAD BEARliqG LOCATION D
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5
ADDITIONAL INFORMATION.
IINIMUM 2x
:ROSS BRACING
SEE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
1 vs VA VN
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL rj__�
SCALE: N.T.S. S5
GABLE END BRACING DETAIL
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
N N AND FASTENERS. (MIN. FIRST 4 BAYS)
CV M M >< SEE STRUCTURAL
N NOTES AND NAILING
°° `° SCHEDULE FOR
1 1 SHEATHING DETAIL BACKNAIL w/
1/ (2) 16d NAILS
CO co co 2"x4" CROSS BRACE
APPROX. 8" FROM
7j� ]12" . RIDGE FASTENED AT zz
SV
EACH JOINT w/ (3)
10d & (2) 10d TOE
NAILS @ EA. END
(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS
(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF
TRUSSES FROM EA.
NOTES: END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
SPACE AS SHOWN FOR 3 PLY
2x4 LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT TRUSS)
SECTION 3
SCALE: N.T.S. S5
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
_1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1Od NAILS @ 6" O.C.
E ES AND 12" O.C. FIELD
JACK TRUSS
SEE PLAN FOR
CONNECTION
OF THE LAST LAMINATION ( )
2x4 "T" ON TOP OF PANEL
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9
S5
SCALE: N.T.S. SCALE: N.T.S. S5
TOENAIL N
(2) 16d NA
12"
SEE RSH SCHEDULE
FOR ATTACHMENT
2X4 #2 SYP BLK'G @ 16" O.C.
(2) 10d x 0.131"
TOENAILS EA. SIDE
CONT. 2x4 #2 SYP w/ 1 Od
XO.131"@8"0.C.
ALTERNATE NON -DROP
GABLE END DETAIL 10
SCALE: N.T.S. S'CJ
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
`-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
"L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING
DETAIL
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT w/ (3)
10d & (2) 10d TOE
NAILS @ EA. END
2x4 PANEL BLOCKING
@ 48" O/C FOR THE
FIRST (4) ROWS OF
TRUSSES FROM EA.
END TYP. TOP &
BOTTOM ATTACHED
W/ (2) 16d TOENAILS
(2) 16d
NAILS
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 1Od NAILS
@ F" O.C. EDGES AND 12"
O.C. FIELD
-2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1Odx3" @ 4" O/C
SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO
TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C.
DBL. TOP PLATE SIMPSDN SP2 w/ (12) 10d
lx_�L
NAILS AT EACH STUD
STUD WALL (SEE TYP. SEC.)
' SECTION 4
SCALE: N.T.S. S5
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM 1 OKTA w/ (4)
1/4"x1 1/2" SIDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
III W
z
w
w
BRACING w/ (3) 10d x 3" AT _
• EACH CONN. @ 24" O/C
MOISTURE BARRIER
BOND BEAM
-MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" BRACE
24"
0'0" - 3-0"
T-0" - 6-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
3) SEE 6/S5 FOR MORE INFO,
SIMPSON HGA10KT w/ (4) 1/4„x1 112" SDS^r ^
�I;VIV I . CtHYtIIVU
GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
2x4 BLOCKING -}---2x4 "T" BLOCKING
@ 48" O.C. I 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL 5
SCALE: N.T.S. S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED 16d NAIL
W/ 1 Od NAILS @ 4" O.C�
TYPICAL
GABLE TRUSS WEB —�
SINGLE 1" BRACING DETAIL 6
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING @
48" O/C GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" "L" BRACE J
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE r7
AS PER HIB 91 SCALE: N.T.S. S5
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. XS5 -I CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
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CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
BOTTOM CHORD GABLE END BRACING
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
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BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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STRUCTURAL
DETAILS
SIT - __T_
12
I
INSULATION —
BAFFLE
INSULATION PER -
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 1 3/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2x S.P.F. TOP PLATE
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
. (2020)-RESIDENTIAL
PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS
O.C. MAX. SHINGLE ROOF
-SHINGLE ROOF
15/32" CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
SCHEDULE ON SHT SN1)
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
-��SEE SOFFIT SHEET
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1x2 NAILER
J w PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
cn
FOR MORE INFO
w
16" O.C. 2X S.P.F. STUDS
o =
W/ (4) 16d TOENAILS TO TOP PLATE
0
718" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
J
� w
LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
LL s
INSULATION PER
1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000
B R
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE
S6 S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
ETALSEAT
ER PLAN O
OR FELT
PAPER FOR
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8' O/C WALLS
STD. 90 NOOK (SEE DETAIL)
1/2" GYP WB
\ 8"x8"X16" CONC. KNOCKOUT
INSTALLATION PER
BLK. W/1#5 ROD CONT. FILLED
CHART ON FLOOR PLAN
91
SOLID W/GROUT
L
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
M
LL
0 4"x4" INSPECTION PORT AT
�
a EACH FILL CELL TYPICAL
1x WD FURRING @ 24" O.C.
a
AT GARAGE CONTRACTOR
BASEBOARD
M
TO CUT BLOCK CR POUR
MIN, 2500 PSI CONC. SLAB
CURB DUE TO SLOPE
MIN, PSI MAY VARY PER
NOTE: EXTEND DECO FINISH
MUNICIPALITY
411to 6" BELOW GRADE
..a.
N
° s
FINISH GRADE
00
I —III
I —I I
_
I
_—III—I
I —I I —I I=III
III
_—__—_—__
o0
6x6 W1.4xW1.4 I I —III —I I I —I I E- d I
I°'-'°
•"°
°.
I I I —I I I- _
'�
III —III —III —III
WWF OR FIBERMESH =1 I I—III=III=1 I
III -III -III
III
I I
III
° d
°.
4
°III
III=III—III- CD
—III —I I- �-
III-III-
z
(3) # 5 REBAR ON 3" CHAIR -' I I I III ,I I_I I I-1 I I— STD. 90`HOOK
(SEE DETAIL)
W/3" MIN. CLEARANCE 4" V-8"
TYP 2-STORY WALL SECTION
SCALE: 3/4"=V-0"
SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO
2nd FLO
BEAM/GI
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL
BAND JOIST
*SIMPSON LTP4 w/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL-1 1/1N,
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND —
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
FEND SHEATHING TO
)F BEAM OR GIRDER
ATE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 10d @ 6" O.C.
NOTES: * USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S. S6
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING
ATTACHED WAIL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" 0/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
SEE FRAMING
WEEP SCREED
,'
PLAN
•
INSTALLED PER MANUF.
2"x4" CROSS BRACE @ 48"
SIMPSON HETA20 w/ (8) 10dx1 1/2"
O/C FOR THE 1 ST 2'-0" OF
NAILS @ 24" O.C. INTO TRUSS
END WALL W/ (2)10dx3" @ EA.
BLOCKING & MIN. 4" EMBEDMENT
END INTO 2"x4" BLOCKING
IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION R
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1
2"x BOT. PLATE
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUST
FLOOR CONNECTION
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 10dx1 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0"
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(6)1/4" x 2 1/4" TITEN
SCREWS TO MANSONRY 1 I�
WALL PER STRAP \
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION.
TRU
B.U.C.
(8) 10d NAILS TO
STUD PER STRAP
LOOR SYSTEM
SIMPSON MSTAM36
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL FLOOR TRUSS 0
SCALE: 1 1/2"=1'-0" S6
NOTE: SEE TYPICAL WALL
SECTION C/S3 FOR
ADDITIONAL INFORMATION
(1) ROW OF 2x BLOCKING @ MID
HGT. FOR WALL HGT.:5 8'-6". (2)
ROWS OF 2x BLOCKING @ 3rd
PTS FOR WALL HGT. > 8'-6"
SIMPSON SP1 w/ (10) 10d
NAILS AT EA. STUD
2 x STUDS @ 16" O.C.
2X P.T. PLATE
I
SEE SHEATHING
SPECS ON FLOOR
1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
5/8"DIA. x 10" "J" BOLT W! 8"
EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN.
TYPICAL TENSION 2600#.)
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
C dCl li ' d.
tl. tl. d '' -
1.. s°.: ° I I I I I I I I I I III=
-III, 1=1 I I -I 11=1 I I -I 11=- (3) #5 CONT. ON 3"
8 III I i I i 8—ITI—I I 11 8 CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
S6
/� (2)- 2x TOP PLATE .l BEYOND I
15/32" OSB
EXPOSURE
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
w
in SECTION X-X IF
Uj
LU NOT FULL
=i
v
HEIGHT SHEET-
U
0
c
Z
-
G' FLOOR SYST M
lgz 2x4 P.T. BASE
2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND
BLOCKING SEE PLAN
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
15/32" OSB
EXPOSUREI
F
SHEATHING w
=
SOLID 2x U)
C
BLOCKING @ ALL n
C
SHEATHING O
U)
EDGES (SEE
OPENING
SECTION X-X
aU
C
x
w
xUj
E
-
2x STUDS LU
BEYOND.
SEE PLAN o
o
U)
31g^ "S" = NAIL
SPACING
S 3/4"
SINGLE NAIL EDGE SPACING DOUI
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ 3" O.C.
STAGGERED FOR SHEATHING
VERTICAL BLOCKING
SECTION X-X
S��Ioltl)lov
2x CRIPPLES @ -
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x —
CRIPPLE STUD
TYPICAL (U.N.O.)
S
S
EDGE SP
1/2"
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)/"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
o
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
LU
PENETRATE SURFACEMORETHAN%".
E
A) NAIL AT BASE 2 ROWS @ 4' O.C. w/ 8d COMMON NAIL
B� NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wi 8d COMMON NAIL
LL
NAIL OPENING PERIMETER wf (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL.
O w
@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
u=
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
o
w/ 8d COMMON NAIL
J
o LL � 0
) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
0 0
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
0 U) co
(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
z N W 0 O
MEMBER IF GABLE END
LL w LL
NOTE:
8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2"
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
WALL SHEATHING INSTALL.
C .
S6 & NAILING SCHED.
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED @ 12" O/C FOR
2"x10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
1
(2) 2x HEADER SEE PLAN
S4
• INTERIOR HEADER:
BOX HEADER
(1) 2x SILL PLATE W/ (2)
ONLY
12d TOENAILS
• EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
• OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
,,�2x STUDS TYP.
u P.T. BOT. PLATE
O,o�TFR/ FLOOR TRUSS !
BEAM
SEE PLAN FOR REQUIRED'
CONNECTIONS
SECOND FLOOR LOAD BEARING/EXTERIOR
FRAME WALL HEADER DETAILrm�
(2) ROWS OF 2x BLOCKING
AT THIRD POINTS
5/8"DIA. x 10" "J" SOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN,
SLAB W/ 6x6 W1.4xW1.4
WWF OR FIBERMESH
c
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
SIMPSON
EA END
EA END
EA END
EA END
1'4
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(3)
(2)
(3)
(2) LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 w/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
a ,.. e tl
a °
00
FINISH GRADE
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III��IIIL���II
I��—
(3) # 5 REBAR ON 3" CHAIR —' 4" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
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STRUCTURAL
--
DETAILS - MONO
1/4" MAX
it 2'-0"
SOLID BLKG, AT TOP BTWN.
ARCH BLKG. & BUCK
1x4 1/2" DRYWALL
DOOR JAMB (REFER
1x4 1/2" DRYWALL
DOOR JAMB REFER
1x4 1/2" DRYWALL
DOOR JAMB (REFER
P.T.
TO PRODUCT
TO PRODUCT
TO PRODUCT
APPROVAL FOR CONN.
APPROVAL FOR CONN.
1 X 4
APPROVAL FOR CONN.
x4
3-1/4" LONG X 3/16"O
1x4 P.T.
FURRING
3/16" 0 X 3" LONG
TAPCONS
FURRING
(2) ROWS 3/16" x 3-1/2"
FURRING
TAPCON, INTO
STAGGERED @ 161,1x8
TAPCON @ 16" O.C. & 4"LL11X8
X8
BLOCK@ SPACING „
1
DETAIL
O.C. 2-ROWS INTO
P.T.
FROM EACH END w/ MIN.
2" EDGE DIST. ATTACH
PER MANUFACTURE
MASONRY THROUGH 1-1 /211 DETAIL
1x8 w/ (2) ROWS 8d NALS
��
3 DETAIL
1x4 P.T. & 1x8 P.T.
STAGGERED @ 12" O.C.
-3/16" x 3 -1/2"
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
APPROVAL FOR CONN.
1x4 1/2" DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16'
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1x4
TAPCON @ 16" O.C. &
END w/ MIN. 2" EDGE DIST.
FURRING
4" FROM EACH END w/
2x8 P.T.
ATTACH SECOND PLY w/
2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 1 Odx3"
2x8
2x DETAIL
2 1/4"
DETAIL
STAGGERED @ 12" O-c.
3-1/4" DETAIL
BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC
SCALE: N,T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 114" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL J
SCALE: N.T.S. SS
SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
----2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4' MAX. RAID.
2
x 8 BUCK - CONNECT TO BLOCK SECTION
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
1/4" MAX EMBEDMENT INTO K.)
2'-O" pn
O
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 10d
PROVIDE 2 x 8 DIAG. BRACE BT
NAILS AT EA. END
VERT, BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCREW
ANCHOR INTO ARCH BLKG.
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
B—B
ARCH DETAIL rK
SCALE: N.T.S. SS
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN, OF START OF
ARCH
START OF ARC
4' MAX. RAID.
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REB!
(TYP,)
STD. 90
HOOK (1
a
14
7/
+5A
l� NOTCH WEB AT
FIRST 2 COURSI
:APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 112" HD TITEN (CENTERED) w/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
NAILS 2 T /
X6 TO 2X4
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
01 PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
* PRESS PANEL REINFORCING INTO PLACE.
„
6 MIN. LAP SPLICE W/
* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW, MAINTAIN UNIFORM JOINT WIDTH.
6"MIN. LAP
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE NOTE:
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK,
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
SIMPSON
H2.5A w/ (10)
8d NAILS
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —�
IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY L
SCALE: 3/4" = V-0" SS
(1) #5 BARS CONT.
TOP WITH MIN. 3"
COVER
GRADE
M Z
r �
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
1/— F.F.
D
(2) #5 REBAR. MIN. 3"
COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
LFILLED CELL PER
FOUNDATION PLAN
kR
YP.)
rHE
:S
I IAIAnf`CDTADI C IAICTAI I TInKI
FILLED CELL INSTALLATION H
SCALE: N.T.S. Ste+
SEE ARCH FLAN AND
P:ZPE N ,R ,w" On�€ E
rsE� N 0 T i _ � V
ALUM'
a
6CZ01 _NA,LL T''I^"PE — -- - ., ALUM " PE-_' i a!
I i u
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NOTE ' F1 C�� C�-
L�T`:E J ED
, NT L',.4 NAILED TC, .. x 01 rs? KIND KAiLED To OF
BI'_.1�a-i�ll`�4G Es 2-12d NAILS �� HS Y_ t RY O7 HEP TF".yH
M � I- C
L)NTHE DE- G-N i � _ E—S _I"m_ IE _1E, P eaMP, rN4ENTSANDCL, , L,
L MTEIm� IN THE LE _ f P,TE A. :" SHEET I
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y _ v. rAFPIR' 0"' "A` -, F C-H 'NNEL 1- a :
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E r� 13 i_ _ �. r,!°'4 x s ° " _ F` _=v . E TdAPI E 2--X IA . , 1 INI
PATTERN
+P VH F�'tSCIA r 16 Gk 3+ 'x h�4 CR�`J`��`N lAPI F @D Fair "H GR�iC 1ol-
STRUCTURAL SOFFIT
SCALE 314' ' NY" [ � F=Jk o d I !;< " I .1:"-DFFITS WIT'—
,-. .i. 1 : 1 Y rc' IrAL1 MIDI �PANH �
UHFr FFT. 1 TALLA, k=PP
'REF" TOT' H PROIDU "1 APPROVAL FOR INSTALLATION ETA,i!-
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
* DOUBLE A4 SCAB FOR Z-6" TO 4'-0" O.H.
X (2) 10d NAILS @ 8" O.C.
D�FR/yq� TO TRUSS TOP CHORD
+ + `C'TN PLYWOOD SHEATHING
+ +
+ +
+ BLOCKING AS
+ REQUIRED
TO SUPPORT
TRUSS + SOFFIT
+ +
2X4 SYP c ® +
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
ra
PRECAST LINTEL
SEE ELEVATION
2X2 #2 P.T. MIN.
FOR OVER HANG
W/J-CHANNEL SECURED
@24" O.C. FASTENED TO
(MAX. 4'-0")
CMU W/ 3" LONG T-NAILS @
24" O.C.
SECTION @ ROOF EXTENSION M
SCALE: 3/4" = T-O"
SS
SIMPSON HTT4 w/ (18) 10d x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
RrAI F• '414
CCC CUCCT nO Akin
>-
z
0
cn
a
0
W
U
U
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
6" O.C.AND ELED DGES AND 2" OMONFIELD O.C.,
2 ROWS STAGGERED TTOM PLATE W/ 8d @ 4
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/41 1/2" SIDS SCREWS
IV/
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
IRSES
UT
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
1'-011 51-011
NISH
D D A?
#5 BAR
p. 10" ° ° CENTERED W/
9U H p
IN TOP
KNOCKOUT / cN
_ CHAIR BLOCK
MONO FOOTING _ D
SIZE AND REINF. PER PLAN —
n
AND SECTION DETAILS —I
CLEAN FILL p ° °
DIRT z
ASTANDARD o
90° HOOK c�
#5 BAR IN
FILLED CELL
pv vp a Rv ap a& �,• _�G ry� av �V n 9
he
N
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING REINF. N DETARLANILS
AND STEMWALL
SECTION DETAILS
SCALE: 3/4" = V-0"
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC"
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
#5x6' EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6' EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
(2) #5x6' IN CONC.
FILLED CELL
�4 SAW CUT
A SECTION
1 SCALE: N.T.S.
SCALE: N.T.S.
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STRUCTURAL
J
DETAILS - RETRO FIT
SCALE: 2' = 1'-0"
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
\ 0-,
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
AND 1/2" GAP TOP AND
MTS12 w/ (14) 10d x 1
BOTTOM, GLUED AND
1/2" NAILS)
NAILED TO STRINGER
2x12 TREAD
GLUED AND
NAILED —�
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLU NOT TOUCH STRINGERS
STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS 1x4 GLUED AND NAILED TO STRINGER
E FOR DRYWALL SPACING
H SECTION VIEW
SCALE: z = 1'-0"
VVHLL
SE
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
ALIGN THIS STUD WITH
AFACE OF 2ND RISER
3YP CUT TO FIT
%RS IN WALL
2x12 SYP
BEARS IN WALL
2x6 SYP
2x4 SYP BLOCKING `
2x4 PT NOTCHED INTO STRINGER FOR STRAP
AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/
AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS)
'IEW "A"
SCALE: 1" = 1'-0"
0
I PT NOTCHED INTO STRINGER
D NAILED TO FLOOR WITH GLU
STRINGER CONTACT POINTS
CTION VIEW "D"
SCALE: 1" = 1'-0"
PLYWOOD
2x SYP CUT TO FIT
BEARS IN WALL
2x12 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1" = 1'4"
�-STRINGER
2x4 GLUED
AND NAILED
SECTION D—D
-3/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT
2x12
STOP
TREAD
GLUED
AND
NAILEC
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE -AT
STRINGER CONTACT
POINTS
.7
SCALE: 1" = 1'-0"
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
1 GLUED AND NAILED TO STRINGER
OR DRYWALL SPACING
H
E SECTION VIEW
SCALE: :l!' = V-0"
-3/4" RISER CUT TO FIT
MAINTAIN BETWEEN a'
AND �' GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER
STRAP GLUED TO
2x4 DRAFT
RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
BLOCKING FOR 2x12
PT UNDER 2x12
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ 4' X
2 4' TAPCONS @ MAX. 32" O.C.
SECTION VIEW "B" G.1�
SCALE: 1" = 1'-0"
ALIGN THIS STUD WITH FACE OF 2nd RISER
TOP OF
�, STRINGER
TREAD
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
i MUST NOT TOUCH
STRINGERS
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
(14) 10d x 1 1/2" NAILS)
SECTION VIEW "E"
SCALE: 1" = V-0"
-3/4 PLYV�
ON DECIN
--2x8 SYI
AND N/
F RAM I I`
2x4 DRAF'
STOP
2x4 BLOCK
C
2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
G
SIMPSON A35
OR LSC EACH
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER-;\ rSIDE) TO BOTTOM EDGE OF 2x12
1 STRINGER
/ PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONIC. W/ 4' X
2 4' TAPCONS @ MAX. 32" O.C.
—1x4 GLUED AND
NAILED TO STRINGER
SECTION VIEW °'C"
SCALE: 1" = V-0"
FLOOR TRUSS OR CONN. TO BOTT
GIRDER, FIELD VERIFY OF NEWEL POST
PER CONTRACT
El
(2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING
OSB OR PLYWOOD BELOW ALL NEWEL POST
OR 1 a"X16" LVL FROM JOIST TO JOIST. USE
ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND
@ 6" O.C. TOP, BOTTOM NAILED TO JOIST.
AND VERT.
N EWE L POST
SECTION VIEW "G"
SCALE: 1" = V-0"
BLOCKING
0 1 /AI M lalJIV0 I MUU I IUIV UC I /AI LJ
(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED
SCALE: 1" = 1'-0"
JOINT
-TO
)ISTS)
NAILED AND
> TOP PLATE
VTO RIM BAND,
ID NAILED TO
WALL BELOW
JOINT
-TO
)ISTS)
2X
PSON MI
10dx11
W
.L POST LET INTO
LOCK
IDE
41NG
2X8 BLOCKING
FOR NEWEL POST
-0 ANCHOR TO.
(GLUED AND NAILED)
LOOR
TRUSSES
ECTION VIEW IINIo
SCALE: 1" = 1'-0"
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STAIR DETAILS
I I. lei d.-.I "�. ,.,. :i-11 J N. 4:, '.I LI..i4.k;.: tl - i I I iI-
ENGINEERING
SPECIFICATIONS
PRODUCT DESCRIPTION
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
MATERIALS
• F'C 8" PRECAST LINTELS = 3500 PSI
• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI
• F'C 4" PRECAST LINTELS = 3000 PSI
• GROUT PER ASTM C47F F'G = 3000 PSI W/ MAXIMUM
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP.
GENERAL NOTES
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2. SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH
ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS.
4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG
NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL
REINFORCING AND GROUTING.
5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL
DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH A
NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE
BOTTOM OF LINTEL CAVITY.
7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE
BOTTOM STEEL FOR MECHANICAL ANCHORAGE.
SAFE LOAD TABLE NOTES
1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING.
EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED
BY 20 % IF BEARING LENGTH IS LESS THAN 6-112 INCHES.
2. N.R. = NOT RATED.
3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD.
4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR.
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY
ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8"
LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE
SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING
MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT.
• CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH
MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI
• REBAR PER ASTM A615 GRADE 60
• PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
• 7/32 INCH WIRE PER ASTM A510
• MORTAR PER ASTM C270 TYPE M OR S
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN
LIEU OF CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI
318 AND ACI530
10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05
AND 03-0605.04
11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR
CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO
APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED
COATING.
12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR
UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR
THE COMBINED LOADING WITH THE FOLLOWING EQUATION:
APPLIED VERTICAL LOAD +
SAFE VERTICAL LOAD
APPLIED HORIZONTAL LOAD
SAFE HORIZONTAL LOAD
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE
LOAD FROM NEXT LOWER HEIGHT.
9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN.
12. THE NUMBER IN THE PARENTHESIS INDICATES THE
PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR.
EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD =
6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
For Gravity, Uplift & Lateral Loads
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
41:AST-CR4"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8U8
8F8-OB
8F12.0B
8F16.0B
8F20.OB
8F24.OB
8F28-OB
BF32-OB
8F8-1B
8F12.18
8F16.1B
8F20.1B
8F24.1B
BF28.1B
8F32.113
2'-10" (34") PRECAST
2231
3069
4605
6113
7547
8974
10394
11809
3069
4605
6113
7547
8974
10394
11800
3'-6" (42") PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
1 4605
6113
7547
8974
10394
11809
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
2693
4605
6113
7547
8974
10394
11809
4'4" (54") PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
2183
4375
6113
7547 7
8672
10294
11809
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
1663
3090
5365
7547 36
7342 19
8733 19
10127 19
5'-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168 45
6036 19
7181 19
8328 20
6'-6" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
10394 37
8825 14
T-6" (90") PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467 44
6472 15
9'-4" (112") PRECAST
554
699
1160
1625
2564
1 3486
2818
3302
752
1245
1843
2564
3486
4705 37
6390 47
10'-6" (126") PRECAST
475
535
890
1247
2093
2777
2163
2536
643
1052
1533
2093
2781
3643 38
4754 45
11'-4" (136") PRECAST
362
582
945
1366
1846
2423
3127
4006
582
945
1366
1846
2423
1 3127
4006
12'-0" (144") PRECAST
337
540
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4" (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
471
755
1075
1428
1838
2316
2883
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1697
1 2127
2630
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR458
1 783
1370
1902
2245
2517
2712
164" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17'4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
RO
548
950
1326
1609
1849
2047
19'4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
235
1 420
750
1037
1282
1515
1716
21'4" (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0" (264") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
165
315
550
784
1047
1285
1399
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
129
250
450
654
884 1
1092
1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAST-CRST!
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-0B
8RF14-OB
8RF18-OB
8RF22-OB
8RF26.OB
8RF30-OB
8RF6-IB
8RF10.1B
8RF14-1B
8RF18-1B
8RF22-IB
8RF26-1B
8RF30-1B
4'-4" (52") PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
8060
9479
10893
4'-6" (54") PRECAST
1494
1596
3063
2992
3968
4946
5924
6904
1756
1 3699
5206
6639
8060
1 9479
10893
5'-8" (68") PRECAST
866
920
1770
1716
2277
2839
3402
3966
1167
2481
4567
6389
8060 34
791719
931119
5'-10" (70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2342
4242
6639 10
8060 39
7402 19
8706 19
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
gO1
1 1825
3120
5048
7915
9479
10893 32
7'-6" (90") PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998 19
10893 48
9'-8" (116") PRECAST
411
466
999
1568
2253
3129
4091
3146
526
999
1568
2253
1 3129
4150
5891 47
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
C�T-CR�
SAFE LOAD
PLF
TYPE
LENGTH
8U8
81`8
REINF.
CMU*
2'-10" (34") PRECAST
1293
1642
2135
3'-6" (42") PRECAST
1025
1024
1830
4'-0" (48") PRECAST
765
763
1365
4'-6" (54") PRECAST
592
591
1057
64" (64") PRECAST
411
411
734
5'-10" (70") PRECAST
340
339
607
6-6" (78") PRECAST
507
721
483
T-6" (90") PRECAST
424
534
357
9'-4" (112") PRECAST
326
512
227
10'-6" (126") PRECAST
284
401
178
11 '4' (136") PRECAST
260
452
152
12'-0" (144") PRECAST
244
402
135
13'-4" (160") PRECAST
217
324
109
14'-0" (168") PRECAST
205
293
98
14'-8" (176") PRESTRESSED
N.R.
284
89
15'-4" (184") PRESTRESSED
N.R.
259
82
17'-4" (208") PRESTRESSED
N.R.
194
63
19'-4" (232") PRESTRESSED
N.R.
148
51
21'4" (256") PRESTRESSED
N.R.
125
42
22'-0" (264") PRESTRESSED
N. R.
116
39
24'4" (288") PRESTRESSED
N.R.
91
33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
C�•C494"
SAFE LOAD
PLF
LENGTH TYPE
8RU6
8RF6
CMU*
4'-4" (52") PRECAST
758
757
1365
4'-6" (54") PRECAST
694
693
1249
5'4" (68") PRECAST
408
407
734
5-10" (70") PRECAST
382
381
687
6'-8" (80") PRECAST
595
788
510
T-6" (90") PRECAST
509
674
393
9'-8" (116") PRECAST
370
490
227
.< 1.0
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4AS1-4494 "E
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
TH LENG
8F8-1T
8F12.1T
8F16.1T
8F20.1T
8F24.1T
8F28.1T
8F32-IT
8F8.2T
8F12.2T
8F16-2T
8F20.2T
8F24.2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
3'-6" (42") PRECAST
1569
2524
3547
4569
5591
6613
7636
1569
1 2524
3547
4569
5591
6613
7636
4'-0" (48") PRECAST
1363
2192
3079
3966
4853
5740
6627
1363
2192
3079
3966
4853
5740
6627
4'-6" (54") PRECAST
1207
1940
2724
3508
4292
5077
5861
1207
1940
2724
3508
4292
5077
5861
5'-4' (64") PRECAST
1016
1632
2290
2949
3607
4265
4924
1016
1632
2290
2949
3607
4265
4924
5'-10" (70") PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
6'-6" (78") PRECAST
835 12
1340
1880
2419
2959
3498
4038
835
1340
1880
2419
2959
3498
4038
7'-6" (90") PRECAST
727 23
1021
1634 12
210211
2571 10
3039 10
3508 9
727
1166
1634
2102
2571
3039
1 3508
9'-4" (112") PRECAST
591
680
113 15
147115
181 15
2152 16
2494 15
591
851
1326
1705
2084
2463
1 2842
10'-6" (126") PRECAST
530
552
91415
118 15
1458 15
1732 15
2007 15
530
686
1183
1526
1865
2204
2544
1l'-4" (136") PRECAST
474
485
79815
1034 15
1272 15
1510 15
1749 15
494
599
1028
1422
1 1738
2053
2369
12'-0" (144") PRECAST
470 9
441
723 14
936 (14
1151 15
1366 15
1582 15
470
543
928
1349
1649
1948
2247
13'-4" (160") PRECAST
41815
373
606 14
783 14
962 14
114114
1321 14
428
455
770
1145
1444
1718
1993
14'-0" (168") PRECAST
384 15
346
559 14
723 14
887 14
1052 14
1218 14
410
420
709
1050
1434 8
1694 8
1954 7
14'-8" (176") PRESTRESSED
239
323
519 131.671
13
823 13
976 14
1129 14
246
390
655
968
1324 8
162 11
187411
16-4" (184") PRESTRESSED
224
302
485 13
626 13
767 13
909 13
1052 13
230
364
609
897
1224 8
1562 14
1801 14
17'-4" (208") PRESTRESSED
187
255
404 12
520 12
637 12
754 12
872 12
192
303
500
732
993 8
1268 14
1470 14
19'-4" (232") PRESTRESSED
162
222
34711
44611
546 12
646 12
74612
166
261
424
616
831 8
105714
1225 14
21'-4" (256") PRESTRESSED
142
198
30611
39311
48011
56711
65411
142
230
369
531
713 7
903 13
1046 13
22'-0" (264") PRESTRESSED
137
192
295 10
37811
461 10
54511
62911
137
221
354
508
681 7
86113
99713
24'-O" (288") PRESTRESSED
124
175
267 10
341 10
416 10
491 10
566 O0
124
200
316
450
600 7
75612
875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS
C^Wr-CRET!
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF61T
8RF101T
SRF14-1T
8RF181T
8RF22-1T
8RF261T
$RF30-1T
8RF6.2T
8RF10-2T
$RF14-2T
8RF18.2T
8RF22.2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
905
1748
2635
3522
4409
5296
6183
905
1748
2635
3522
4409
5296
6183
4'-6" (54") PRECAST
867
1675
2525
3374
4224
5074
5924
867
1675
2525
3374
4224
5074
5924
5'-8" (68") PRECAST
675
1301
1960
2618
3277
3935
4594
675
1301
1960
2618
3277
3935
4594
5'-10" (70") PRECAST
655
1262
1900
2538
3176
3815
4453
655
1262
1900
2538
3176
3815
4453
6'-8" (80") PRECAST
570
1012
1651
2204
2758
3312
3865
570
1097
1651
2204
2758
3312
3865
T-6" (90") PRECAST
506
797
1462 8
1952 7
2442 6
2931 6
3257
506
967
1462
1952
2442
2931
3421
9'-8" (116") PRECAST
395
491
93112
1301 15
164015
198015
2322 16
395
589
1135
1514
1893
2272
1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION AT ALL LOCATIONS
UNLESS NOTED OTHERWISE AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
Fo
- Dc Cc c 8F16-1 B/1 T 8RF14-1 B/OT 8F8-1 B
° � 4
>- a D
>
pD
c
BSc-
D
>
c.c
8F12-013
4
c c
L
PRECAST LINTEL W/ (1) #5 HOR CONT
Q8"
J
BAR & (2) COURSES OF 8" K.O. BLOCKS
W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
4 1-1/2" CLEAR
L\ _
C.M.U.
> C
U) to X o
=U) 0 N
wV~w!ud a #5REBAR AT
oL0OoW a BOTTOM MIN. (1)
� < Ci REA D
J
z W Q w 16 GAUGE
w w ° POWERS STEEL
ti z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
-#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
Z = C.M.U:
O w GROUT
E0 z=
io #5 REBAR AT BOTTOM
OF LINTEL CAVITY
c e
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH- I QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
OF
1ST FLOOR LINTEL PLAN (ELEVATION A'
3/1611 = 1'-011
M
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LAST PLOT DATE
•
May 8, 2023
Z O
STRUCTURAL
-J
DETAILS A
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFF WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
UNFILLED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
GRAVITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0) #5L (1) # 5U
(1)#5L (l)#5U
(0) #5L (1)#5LJ
(1)#5L [2)#5U
DETAIL'A'
DETAIL'B'
DETAIL'C'
III #5L (1) #5U
DETAIL'D'
DETAIL'B'&'C'
2'- 10"
1 -6-
PRECAST
(2) D4.5 WIRE
(2) No. 3
6740
9462
9462
10000
10000
3-6"
2'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2912
5318
5318
5114
5114
4--0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2338
3722
3722
3598
3598
4'-6"
3r�211
PRECAST
(2) D4.5 WIRE
(2) No. 3
1566
2859
2859
2772
2772
4�-&'
34-
PRECAST
(2) D4.5 WIRE
(2) No. 3
1453
2654
2654
2574
2574
54'
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1127
2013
2013
2000
2000
5--10"
4'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
964
1636
1636
1712
1712
6'-6"
5-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
796
1454
1454
1435
1435
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
(2) No� 4
639
1167
1167
1152
1152
7-8"
64"
PRECAST
(2) D4.5 WIRE
(2) No. 4
619
1130
1130
1115
1115
81-0"
6-8"
PRECAST
(2) D4.5 WIRE
[2) No. 4
581
1062
1062
1048
1048
8'-4"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
548
Too]
1001
979
5`4'
8._011
PRECAST
(2) D4.5 WIRE
(2) No. 4
467
853
853
759
843
10'4'
9'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
398
727
727
582
718
11'4-
101-0.1
PRECAST
(2) No. 3
(2) No. 5
355
649
649
489
649
12-0"
10'-8"
PRECAST
(2) No. 3
(2) No. 5
329
602
602
430
602
12'-6"
ill-21
PRECAST
(2) No. 3
(2) No. 5
312
570
570
391
570
134"
12-0"
PRECAST
(2) No. 3
(2) No. 5
287
525
525
337
525
14'-0"
12'-8"
PRECAST
(2) No. 3
(2) No, 5
270
449
449
286
451
(2) 7116 strand +
14'-8"
134"
PRESTRESSED
(2) No. 3
N.R.
522
522
360
499
(2) No. 4
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
473
473
328
455
[2) No. 4
(2) 7116 strand +
174"
16'-0"
PRESTRESSED
(2) No. 3
N.R.
357
357
254
352
(2) No. 4
174"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
277
277
202
281
(2) No. 5
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
256
256
188
262
(2) No. 5
N.R.
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
219
219
165
229
(2) No. 5
N.R.
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
203
203
155
215
N.R.
(2) 7/16 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
164
164
124
179
L
(2) No. 5
N.R.
I
I
N.R.- NOT RECOMMENDED
D ETAI L "A" DETAIL "B" DETAIL "C" DETAIL "D"
TYPE DESIGNATION
P� PLAIN LINTEL/ -� r QUANTITY 01 *5 BAR AT
S-SOLD FITE L LOWER LINTEL CAVITY
[8xl 6-P-1 L/I U]
NOMINAL WIDTHJ 1_11111TITY.1111AI T
Vrry
NOMINALHEIGHT] UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 16" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(0) #5L (1) #5U
(1)#5L (1)#5U
(1)05L f2)#5U
(Ij#5L (1)#5U
DETAIL'H'
DETAILJ
DETAILW &U'
DETAILX
2'- 10"
V-6`
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4--0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
9550
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7207
10000
9863
10000
4--8"
3'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6614
10000
9053
10000
5-4"
4r�011
PRECAST
(2) D4.5 WIRE
(2) No. 3
4843
6687
6635
7320
5- 10"
4'-6"
PRECAST
(2) D4.5 WIRE
[2) No. 3
3940
5211
5402
5641
6'-6"__
5-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4350
4350
4225
4314
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
(21 No. 4
3206
3206
3063
3183
7'-8"
64"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3071
3071
2916
3049
81-01,
6-8"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2831
2831
2651
2811
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2625
2625
2421
2607
9'-4"
81-01,
PRECAST
(2) D4.5 WIRE
(2) No. 4
2153
2153
1881
2139
10'-6"
7-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1777
1777
1448
1766
1 V-4"
101-al-
PRECA-ST
(2) No. 3
[2) No. 5
1568
1568
1222
1568
12-0"
10!�81!
PRECAST
(2) No. 3
(2) No. 5
1439
1439
10/5
1439
12'-6"
1 l'-2"_
PRECAST
(2) No. 3
(2) No. 5
1354
1354
981
1354
13'-4"
12'-0"
PRECAST
(2) No. 3
(2) No.5
1232
1232
849
-1232---
14'-0"
12--81-
PRECAST
(2) No. 3
(2) No. 5
1149
1149
760
1149
14'-8"
13-4"
PRESTRESSED
[2) No. 3
12) 7/16 strand +
1419
1419
850
1347
(2) No. 4
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1291
1291
775
1270
(2) No. 4
174"
16-13"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
993
993
600
1084
(2) No. 4
19'41
18'-9'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1035
1035
478
936
(2) No. 5
20r-0"
181-81.
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
961
961
446
872
(2) No. 5
2 V-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
834
834
390
763
(2) No. 5
22'-01'
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
720
720
1 1
366
716
(2) No, 5
(2) 7/16 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
642
642
1 1
306
599
1
� "i,7
DETAIL "H" DETAIL "J" DETAIL"K"
TYPE DESIGNATION
P - PLA�N LINTEL/ -] QUANTITY CF#5 BAR T
S - SOL D LINTEL r LOWER LINTEL CAVITY
[8xl 6-P-1 L/1 U]
NOMINAL WIDTH j L QUANTITY OF III SIR
NOMINAL HEIGHT 1 UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl 2'' RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (0) L
#5 (1) U (I) L
SOLID
#5 (2) U (1) L
DETAILDE'
DETAIL'DF'
DETAIL'DE'&'DF'
DETAIL'DG'
3-3'
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3764
6455
5637
5637
4'-0"
21-81,
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2970
49-55
4401
4401
4'-2"
2'- 10"
2'-6"
PRECAST
(2) D4.5 WIRE
f2) No. 3
2654
4449
3965
3965 1
44"
3'-0''
2'-8"
PRECAST
(2) D4.5 WIRE
[2) No. 3
2400
4030
3607
3607
4'-8"
3'-4"
3'-C"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1966
3390
3053
3053
5-8"
4'-4''
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1193
2290
2085
2085
6-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1764
1763
1578
7-8"
64"
6-0''
PRECAST
(2) D4.5 WIRE
(2) No. 4
1409
1409
1188
r_;.
8'-4"
&-0"
PRECAST
(2) D4.5 WIRE
M771
1000
1000
686
I -
DETAIL "DE"
DETAIL "DF"
DETAIL "DG"
TYPE DESIGNATION
P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S -SOLID LINTEL I -All LINTEIL A11TY
[8xl 6-P- 1 L/ I U]
NOMINALWIDTH j j L QUANTITY OF #1 BAR ATI
NOMINAL HEIGHT UPPER LINTEL CAVITY I
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 12'' COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (])#5U
(0)#5L (1)#5U
(1) #51- (1) #5U
(1)#5L [2)#5U
IDETAIL'E'
DETAIL'F'
DETAIL'E'&'F'
DETAIL'G'
2'- 10"
l'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6"
2'-2'T
PRECAST
(2) D4.5 WIRE
(2) No. 3
9383
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6766
8225
9200
9445
---4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5104
5671
6345
6345
4'-9'
3'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4683
5137
5717
5717
5-4"
4
PRECAST
(2) D4.5 WIRE
(2) No. 3
3428
3727
4091
4091
5-10"
k-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2787
3088
1 3369
3369
6'-6"
5-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2560
2560
2723
2723
7-6"
6 T -2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1992
1992
2112
2112
7-8"
64"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1921
1921
2035
2035
81-U.
64'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1792
1792
1862
1897
8'-4!'
7'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1679
1679
1699
1776
91-N.
8.-0..
PRECAST
(2) D4.5 WIRE
[2) No. 4
1411
1411
1319
1489
1 Y-6-
9-4-
PRECAST
(2) D4.5 WIRE
(2) No. 4
1186
1 1186
1014
1251
11'4-
101-01,
PRECAST
(2) No. 3
(2) No. 5
1074
1074
854
1121
12'-0"
10141
PRECAST
(2) No. 3
(2) No. 5
992
992
751
1035
12'-6"
1 V-2"
PRECAST
(2) No. 3
(2) No. 5
937
937
685
978
13'-4"
12'-0"
PRECAST
(2) No. 3
(2) No. 5
859
859
591
896
14'-0"
12'-8"
PRECAST
(2) No. 3
(2) No. 5
804
804
529
338
14'-8"
134"
PRESTRESSED
(2) No.3
(2) 7116 strand +
1207
1207
605
938
(2) No. 4
154"
14'-0"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
1095
1095
551
887
12) No. 4
17-4-
16'-0"
PRESTRESSED
(2) No.3
(2) 7116 strand +
836
836
426
763
[2) No. 4
19-4'
181-01,
PRESTRESSED
(2) No.3
(2) 7116 strand +
655
655
340
645
(2) No. 5
20'-0"
18'-8"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
607
607
317
601
(2) No. 5
2 1'4"
20'-0"
PRESTRESSED
(2) No.3
(2) 7116 strand +
524
524
277
526
(2) No. 5
22'-0"
20r-8"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
488
488
260
493
1
(2) No. 5
1
(2) 7116 strand +
24'-0"
22-8"
1
PRESTRESSED
(2) No. 3
(2) No. 5
399
1
399
217
m m
.7�
-6
DETAIL "E" DETAIL "I'" DETAIL "G"
TYPE DESIGNATION
P PLAIN LINTEL/ QUANTITY OF #5 BAR AT
5 _50 " -1
LID LINTEL r LOW IF LINTEL CAVITY
[8xl 6-P-1 L/I U]
NOMINALWIDTHJ LQU11T11 OF #1 FAR
NOMINAL HEIGHT] UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(1) #5L (1) #5U
(0)#5L (1)#5U
(1)#5L (2)#5U
DETAIL V
DETAILM'
(I)#5L [I) #5U
DETAIL'N'
DETAIL'L'&'M'
2'- 10"
V-6`
PRECAST
(2) D4.5 WIRE
(2) No. 3
0000
0000
i 0000
10000
3'-6"
2'-2.�
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
0000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
N-6"
3'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
9313
10000
10000
10000
N-8"
34"
PRECAST
(2) D4,5 WIRE
[2) No. 3
8548
10000
10000
10000
54'
4--Or-
PRECAST
(2) D4.5 WIRE
(2) No. 3
6261
10000
8605
10000
5- 10"
1 4-4-
PRECAST
(2) D4.5 WIRE
[2) No. 3
5095
8995
7007
9811
6'-ff
5-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
6871
6871
5482
6814
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4693
4693
3976
4661
7-8"
64"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4456
4456
3785
4427
8--0"
6-8"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4047
4047
3443
4021
8'-4"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3706
3706
2144
3683
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2954
2954
2445
2937
10'-6"
7-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2384
2384
1884
2371
11
101-01,
PRECAST
(2) No. 3
(2) No. 5
2082
2082
1590
2082
12'-0"
101-81,
PRECAST
(2) No. 3
(2) No. 5
1895
1895
1401
1895
12-4-
1 V-2"
PRECAST
(2) No. 3
(2) No. 5
1775
1775
1279
1775
13'-4"
12'-0"
PRECAST
[2) No. 3
(2) No. 5
1605
1605
1107
1605
14'-0"
12'-8"
PRECAST
(2) No. 3
(2) No. 5
1490
1490
992
1490
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1948
1948
1093
1591
(2) No. 4
154"
14--0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1774
1774
996
1494
(2) No. 4
17'-4"
16'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1368
1368
771
1264
(2) No. 4
(2) 7/16 strand +
174"
181-01,
PRESTRESSED
(2) No. 3
1084
1084
615
1095
[2) No. 5
(2) 7/16 strand +
20�-O--
181-81,
PRESTRESSED
(2) No. 3
1008
1008
573
1048
(2) No. 5
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
877
877
501
966
(2) No. 5
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
850
850
471
923
1
1
(2) No. 5
(2) 7/16 strand +
24'-0"
22'-8"
1
PRESTRESSED
1
(2) No. 3
1 (2) No. 5
740
1
740
393
772
_j
DETAIL "L" DETAIL "M" DETAIL "N"
TYPE DESIGNATION
P PLAIN UN -EL/ -1 QUANTffYOF 5BARAT
S :SOLID LINTEL Fl.-ER LINTEL11AILY
[8xl 6-P-1 L/I U]
NOMINALWIDTHJ L QUANTITY OF 45 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY I
GENERAL NOTES:
1.),CODES
.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
R4N.2 & R606.
1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 &
2107.
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
7-10).
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
(813) 659-3707. FLORIDA PRODUCT APPROVAL # FLI 774-R3
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI
2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
2.1.3 GROUT PER ASTCM C476 - 3000psi W1 MAX. 3/8"
AGGREGATE, 8" TO I I " SLUMP
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
2.6 D4.5 WIRE PER ASTM A496.
3.) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3 MORTAR SHALL BE TYPE S.
4.) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION
R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING
SECTION 2104.1
4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE
LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND
SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST
BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
3000 PSI GROUT 77 -TOP LEG BARS:
(PLACED IN FIELD (SEE SCHEDULE)
2" 2"
1� 1 (1) #5 CONTINUOUS REGLD.
PER STRUCTURAL PLAN
20- --7/32" STIRRUPS AT 4'-0" cc
SR m oor (TIED OR WELDED)
to �40
Lo ,-BOTTOM BARS
SEE SCHEDULE
7 5/8"
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. M N. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEI SECTION.
PRECAST CONCRETE
3000 PSI GROUT
(PLACED IN FIELD)
7 2"
LID
7 5/8"
TOP LEG BARS:
(SEE SCHEDULE)
- (1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT FA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS LINTEL SECTION
PRECAST CONCRETE
CHARTS FROM QUALITY PRECAST COMPANY.
COMMERCIAL CONCRETE PRODUCTS, INC.
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8'' X 24" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0) #51- (1) #5U
(1)#5L TL#5U
(0) #5L (1) #5U
(1)#5L (2)#5U
(I)#41_ (1)#5U
DETAIL'O'
DETAIL'P'
DETAIL'O'&'P'
DETAILQ'
7- 10"
V-6"
PRECAST
[2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3-4-
2--2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
N-Or"
2-'-B"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
54"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7681
10000
10000
10000
51-101,
4'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6251
10000
8615
10000
6-6"
5-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
8629
10000
6741
10000
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
6266
6603
4891
6909
7-8"
6'4"
PRECAST
(2) D4.5 WIRE
(2) No. 4
5967
6199
4657
6477
_7 �-O-
6-8"
PRECAST
(2) D4.5 WIRE
(2) No. 4
5430
5524
4236
5756
8r�4 ir
7'-0"
PRECAST
(2) DAE5 WIRE
(2) No. 4
4961
4979
3869
5178
9'-4"
81-01,
PRECAST
(2) D4.5 WIRE
(2) No. 4
3865
3838
3010
3973
10'4'
9'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2984
3021
2320
3118
1,1 r 4'
101-01,
PRECAST
(2) No. 3
(2) No. 5
2699
2699
1959
2699
12'-0"
1 0,8r,
PRECAST
(2) No. 3
(2) No. 5
2436
2436
1727
2436
12'-6"
1 V-2"
PRECAST
(2) No. 3
(2) No. 5
2269
2269
1577
2269
13'-4"
12,0r,
PRECAST
(2) No. 3
(2) No. 5
2034
2034
1366
2034
14 r_o,,
12'-8"
PRECAST
(2) No. 3
(2) No. 5
1878
1878
1225
1878
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2413
2413
1338
1974
(2) No. 4
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2199
2199
1219
1846
(2) No. 4
17-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1698
1698
944
1546
(2) No. 4
19'-4"
18'-0"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
1348
1348
753
1330
(2) No. 5
20'-0"
181-81,
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1254
1254
702
1271
(2) No. 5
(2) 7/16 strand +
2 1'4'
20r_o.r
PRESTRESSED
(2) No. 3
1092
1092
614
1167
(2) No, 5
(2) 7/16 strand +
22'-0"
20r_B,,
PRESTRESSED
(2) No. 3
1023
1023
576
1121
[2) o. 5
(2) 7116 strand +
F011
24'-
22'- 8"
PRESTRESSED
(2) No.3
(2) No. 5
898
898
481
947
TYPE DESIGNATION
-1
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL rL--11UNffELCA1ffY
pit4"i,
[8xl 6-P-1 L/I U]
-
NOMINALWIDTHJ L QUANTITY OF �5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
LIM
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x1 6" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#,5 T 0 U "' L
5 1) 1 (11 L
SOLID
#5 (2) U (1) L
DETAIL'DH'
DETAIL'DJ'
DETAIL'DH'&'DJ'
DETAIL'DK'
3'-8"
74"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5713
10000
10000
10000
4'-0"
2'-B"
2-4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
4511
10000
9686
10000
4'-2"
2-1011
7-6"
PRECAST
f2) D4.5 WIRE
(2) No. 3
4032
10000
8687
9503
4'4'
3r-O..
2-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3647
9133
7835
8173
4'-B"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2990
7025
6382
6382
5-8"
4-4-
4'-0"
PRECAST
(2) D4.5 WIRE
12) No. 3
1819
4139
3839
3839
6-8"
64"
51-01,
PRECAST
(2) D4.5 WIRE
(2) No. 4
2976
2976
2676
2737
7-8"
64"
6-0''
PRECAST
(2) D4.5 WIRE
(2) No. 4
2292
2292
1918
2121
9'-8"
64"
Er-O''
PRECAST
(2) D4.5 WIRE
(2) No. 4
r 1563
1563
1113
1455
.77
DETAIL "DH" DETAIL "DJ )K"
TYPE DESIGNATION
PPLAIN UNTEL/ allANTITY OF #5 BAR AT
:SOL D LINTEL F LOWER LINTEL CAVITY
[8x] 6-P-1 L/1 U1
NOMINALWIDT `j j LCUANTITY11 #11AIA
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x20" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPA,]
DOOR
SIZE
LINTELTYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE CAD
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
#5 (1) U (1) L
SOLID
#5 (2) U (1) L
DETAILDL'
1
DETAIL DM-
DETAIL �DL' & 'DM'
DETAL'DNr
3'-S''
2'-4"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7665
10000
10000
10000
4'-0"
2'-8"
2'4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
6054
10000
8442
10000
4-2"
7-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5413
10000
7552
10000
4'4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
12) No. 3
4897
10000
6836
10000
4-8"
3'4'
3_0"
PRECAST
(2) D4.5 WIRE
�2) No. 3
4017
10000
5613
10000
5-8"
4'-N'
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No� 3
2448
7050
3434
6540
6-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1 4569
4569
2302
4235
7'-8"
6'4'
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3338
3338
1640
3122
91-81,
8'4'
81-01,
PRECAST
f2) D4.5 WIRE
(2) No. 4
2158
2158
936
2036
x
e
1771
DETAIL "DL" DETAIL "DM" DETAIL "DN"
TYPE DESIGNATION
[8x16-P-1L/1IJ1
%IMJJ L wwww
OH
.UNIT'2551'- 1ST FLOOR PLAN-
1/811 = 11-011
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8" RECESS DOOR HEADER
TOTA L
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIR-_/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
#5 (1) U (1) L
SOLID
#5 (2) U (1) L
DETAIL'DA"
L)ETAIL'DB'
DETAIL'DC"
DETAIL'DB'&_'DC'
DETAIL'DD'
74"
2'-D"
PRECAST
(2) D4.5 WIRE
(2� No, 3
1919
2143
2143
1753
1753
4'-0"
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1597
1801
1 1801
1483
1483
4'-2"
2'- 10"
2'-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1 1473
1668
1668
1376
1376
4'-4"
3'-D"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1367
1553
1553
1284
1284
4'-8"
3'4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1194
1363
1363
1131
1131
5-P"
4'-4"
4'-0'
PRECAST
(2) D4.5 WIRE
(2) No. 3
864
995
995
831
831
6'-8"
5-4'
51-01,
PRECAST
(2) D4.5 WIRE
(2) No.4
662
816
816
650
654
7'-8"
6'-4"
61-01,
PRECAST
f2) D4.5 WIRE
(2) No,4
542
669
669
462
537
9'-8"
8-4"
81-01
PRECAST
f2) D4.5 WIRE
(2) No.4
396
489
489
261
393
U."
DETAIL "DA" DETAIL "DB" DETAIL "DC". DETAIL "DD"
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x24" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) J (0) L
SOLID
#5 (2) U (1) L
DETAIL'DO'
DETAIL �DP�
DETAIL TDO' & �DP�
DETAIL 'DQ'
3'-8"
24"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
9620
10000
1 10000
10000
4'-D"
2-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7599
10000
1 0000
10000
1'-2`
2-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6796
10000
9505
10000
4�4'
3'-0"
7-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6149
10000
8604
10000
4'-8''
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
f2) No. 3
5044
10000
7066
10000
6-8"
44"
4'-a'
PRECAST
(2� D4.5 WIRE
(2) No. 3
3077
10000
4325
10000
6-8"
54"
5-0"
1 PRECAST
(2) D4.5 WIRE
(2) No. 4
3765
7387
2901
6831
7-8"
64"
6-0"
PRECAST
(2) D4.5 WIRE
(2 No. 4
2693
4979
2069
4671
91-81,
8'4'
1 8'_011
1 PRECAST
(2) D4.5 WIRE
(2 No. 4
1552
2996
1183
2844
.:k
*ck
4
DETAIL "DO"
DETAIL "DP"
DETAIL "DID"
TYFE DESIGNATION
LIM mm
9 Lain
18 uww
[8X16-F-1L/1U1
%=mi LwAuff, w 10 *a AT
I am ma CAYN
TYPE DESIGNATION
P-PLA�NLL�NTEELL/ -1 rIlIANTITIOI151AIAT
S SOL C NT LOWER LINTEL CAVITY
[8xl 6-P-1 L/1 U]
NOIINAL'IVIL)TH ] j L .1ANT ITY .1 �1 FAR 1-1
NOMINAL HEIGHT UPPER LINTEL CAVITY I
SAFE WORKING LATERAL LOADS (PLF)
8" X 8" LINTELS
Total
Length
Type
8 x8"
PLAIN
8"X8"
SOLID
2'- 10"
Precast
2082
9235
3'-6"
Precast
1325
4624
4'-0"
Precast
1041
3358
4'-6"
Precast
858
2635
4-8"
Precast
810
2459
5-4"
Precast
663
1940
5- 1 D"
Precast
583
1624
6'-6"
Precas'
486
1396
7-6"
Precast
403
1134
7-8"
Precast
392
1100
8,_01,
1 Preca,t
363
1037
8'-4"
Precast
318
981
9'-4"
Precast
222
772
10' 6"
Precast
156
600
11'4'
Precast
13�__
65�
12'-0"
Precast
111
593
17-6"
Precast
98
544
13'-4"
Precast
82
475
14'-0"
Precast
71
429
14-8"
Prestressed
N. R.
417
15-4"
Prestressed
N. R.
369
17'-4"
Prestressed
N.R.
257
19'-4"
Prestressed
N.R.
184
20'-0"
Prestressed
N.R.
167
2 V-4"
Prestressed
N.R.
138
22'-0"
Prestressed
N.R.
127
24--0"
Prestressed
N. R.
100
NX = Not Kecommended
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Virtual Review Assist, inc-'/i
Plans Review completed and �qfproved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
March 6, 2023
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(ftER) 118011, � o''2s sirc(n,'Rosm 208
ROARD AND ('0DE,IFlDMFXiSTR-sT10N DIVISION 10 � am( F b l � 0a 5' 3 051 -2.1' N
1_7861)3�5-25!,I`0
No"I"'ICE 0FAC'CErqANCE (NOA
(3 a Is I I. I ", ir C, te f � SA., I, L C
6324 County WNW 579,
Seffirer, FloHda 33584
SCID'er':
This NOA is being issued under the applicable ruies and regulatirrms governing the use of construction materials.
The --k-Currientation submitted has been reviewed and aceepted rFyNTiam,1�Dade CFautty RER�- 1")
roduct Control
ScI to be used InKaini Dade- Countv and other aileas whereallowed by Itic Authority I laring jurisdiction
(AHJ)�
"I'lds NOA shad not be Nrafid after tht! impiration date stated bclo,ol, 'I'he % iarni-1,rade County l"roduct Control
Section (fin Isbarni [Xide otarly) andellOr 11w AIJJ jiii.afeas o'dwr diral N"Farni 0adc lCounty"t resove the right to have
[his product ornotterial tested for qualily asSUrallce purposies� ll'this product or n4licilln f ijS rl) I)erforrill
1 11 in the
irceepted manner, dic uianrlfi�leuarer will nicur the expense (d, such testing arid. thv AW may lininediatcly revcAcc,
rncAfi6:,,or suspend tire rise rl"suelh product or loaterial within thieirjurisdiction- DER reserves the 60,'It to revoke
this acceptance, if 4 is determined liv County f1roduct Clillinrol Section thal this prraluct or rnatciial
fails tO nrect the ol'this apphcable building, iI
This produst isapproved as described herein, and has been designed to coniply with the High Velocity Hurricane
Zone of tire Florida Building Coda,
0 1
DESCRIV"rION: ( Cast -Crete ) VFW' & 12"lligh Strength Precast and Prestressed Concrete ]Anlets
APPROVAL DOCUMENT: Drawing No� FD4611 titled "Precast and Prestressed Lintel Details", sireet I of'),
prepared by Craig Par-rirro, P.E., dated March 24, '1003 and Drawing No- LT4612, titled "Cast -Crete 4", 6" & 1211
Lintel Safe Load Tables". sheets I throur
gji 3 of 3, prepared by Craig f1wTino, PS'I., dated March 24, 20013t last
revision dated June 12, '2014, all signed and sealed by Craig P&Tripo. 1".-F- � on Janumy -22-2019. all hearing the
Miturti-Dade County Product Control Revision stanipwith the Notice ofAcceptance number and the expiration
dare by the Miami -Dade County product Control Section,
MISSILE 1181PACTRA,YING: Large and Small Resistant
LA11FLING': Eaclir lintel stiall Iv-ar a pennanern lated ojith the narrie or log"o ard 0,le miatrij-1)'Ide
1( 1 iruntl�', logu�
RE,,KEWAL ofibis-NOA ehall be oonsidercd after a rene,,val ipplication has bxcri filed and therc 11as been 1,11,l)
change in tire applicable building code negative�yaffetting the performance of this product.
TERNI.IXATION of this Ni.),lk ivdl occur after the expiration date or if there has beet) a revision or change in the
materia�s, use, andlor inanufacture ofthe product or process. Misuse of this'NOA as an endorsement (A -any
product, fbr sales, advertising or any other purposesshall autoirlirtseally temi4iate this NOA, Failure to comply with
i
any sectium of this NOA shall be cawe� For term nation and removal of N (I
ADVERTISETNWNT: The NOA number preceded by the words Wami-l'iirde County, Florida, and folkywed by
title expiration date may he displayed in advertising fitrcratarv, Warty ortion oftl,w NOA �is displa�yed, their �t shall
s - p
he done in its entireq .
I NsvEcrwpl� A copy cIA" th is entire NO,I% shal I be prov i lied to flie over 1'�)y tire mair ichicturer i'llr �Is distriblutoris and
shall he as"'dbable fcs� irtsinection at the I
jcArsRo:i t 0,ic request of the Rai l& rip� 01"ficia l,
11is, W�r,lk revises, N 0A # 19-01341f, and corrsis� s of this pagc 1, evidei tce: subrintled pages F,�% and
E-5 as well as approval
Th& subird(ted ilocurnentatioti was reviewed by Holm y A. Malmar, P.R. W&
Z
-63(Y. 15
NOA No, ?0
Expiration Dart-,. 09/11/2023
08/20/2010
Approval Date.
Page I
Cxst-Crete U
�S. � �-%L EC'
NOTICE OF ACCEPTANCE: EVIDE NICE SUB NH -ITED
Ul -DER PREVIOUS APPROVAL # 18-0424.1114
EVIDENCE SUB -Nil FTE N
A, DRAWINGS
1, N&III
B. TESTS
1� Nlonr�
C. CAL( 'U I.,ikTIONIS
1� None-
D. QUALITY ASSUR,kiNCE
1. AvAlionfi-Dade (.1lilany Deliarlonent qj"Regiduton, wel Economic, Resources j"]?Eg).
E. MATERLIlL CERTIFICATIONS
L Alone,
F. OTHER
L Compliance Letter with the f7orido Building Code, 2017 Edition, issued bjI, CaSt-
C'rete U.I Ina, daled 08.108/17, sig)ied & sealed 4il, CrIlelig Parrino, P. E
8. EVIDENCE SUBMITTED 1ANDER PREVIOUS APPROVAL # 19-0130.14
A� DRANVINGS
1, Drarving JVa, FD4612, filled "I"I und Prestressedlintel Deto�iifs"_sheetl of
1, jRrep)ared ky Craig Parrino, P. F., dated ilvfarch 24, 2003 and D? avvinsI'vo.
LT461-21, traleed A'.7aer-Crete 4 6" & 12 " tinteol.5ak Load''Tables", sheets I
through 3 qf 31 p,rc?,Ilared h,), ("."raig, Parri,ler), P, E,, 1iri:Is,1A*,srr1 h 41, 2003, last
reiarsh,w clated,hirre 12, 2014, rill,rigned sH24i IsIeeded 1�y Cralio Pariqtn'l, R E., on
,le,"inuar.t1,22, 20111),
13. T E SX S
I I Vorre,
CALC.JJLA7'ION,S
I), QIJAIJTYASSI.1� RANCE
1, 8), hfiruni-I Drltie 0, 'oun�i, Depairtinent of Pegulolo?,y fuu-i'Economic ResoirliTes (R.EhI,Il,
E� NTATERIAL C'E'RTIFICAT, IONS
I Ntnul
F. OT14ER
1, 4rficle i;F name changle.
�F FF j
L
A. Makar. P.E,., M.S.
11roduct Control Section Supervisor
NOA No� 20-0630.15
Expiration Date: 09/11/2023
Approval Date. 08/2012020
NOTICE _EI`J',kN( '1 .1 01 13 NI ITI111 If
L EVWENl�, IE SUBIN111"TED UNI)EF PREVIOU,
A. DRAWINGS
I. Drowing No� FD46121, tifled "Pri casl anll prestries.rell Z We"I Lil:,tl�i il's "I'll 61"
,1, V e 1: ji 11�
i1)Ft`Pf1t_?_; 0. P Er do-'rlztdo�h 24� !,T'612, ioled
prel.wred (. ra LY1 ) b I -
"Cast -Crete 4"� 6"& 121 " Lintel �,ufe Loac-i Toble-0- vileeis 1 3 of,3, Prrepeved Jill'
0-aig I'arrino, P, II daied=rWarc�� �4, 200.3, hasl revision #1 ddle&,4pril 2& 200 3 both
(Iran,linlIorsigned aIlrd Ireiriled b-,k:I I( j,�aig Parrhio, P. E,
TIrs,
Tsst,%�,vort nnflexlwal apl 11"1 6" & 11"Precasi Clincrele Linfels-Filledavd
Unfilled Irltllielr, s- III specirplells, p:l:�,r AST14 E-529-94, prepwred
b v try,�fied Rcvearvh I aboratoril i, kcrwrf AI7,1� 30404A, dated 04/1 0103� sigmed antl
I_ 17 k �1111k'f` 14 N I S
r., ak'uksti� P'Ils 2 f 0 5
(7?vll:'� 1.4121,15, sladl.�I1 05 3 140 prqwrotl I'l y C'raig
1`160,rino! E,
r
DI, MA1111,1IJiU, CER'.1"IFICATION:
Cast-Crenl, Alachini:1,lillad1l, Precast 1'16pts."is ne�:Jlsil�d In"ll
2l')02,
/1. C47st-Crete 044,11 Systern. I Pre'sh,lI darelli 2002,
2. EVIDENCE SUBMIT TED UNDE)t-. PREVIO US APPROVAL4 08-0320,09
A� D R AVVI N G IS
I Drawing No, FID4612, ided `7-) ecast and 1'restres,�ed Little] Details", sht%v I u/ 1�
fli"ej)arl1�11 13.V (.7raig P.Ell 'kiteciAlarch 24, 200.3 and'D-1rawl)?g No. L74,6127, I
6 12 fe Load Tables ", sheel.i,, .1 throqvh 3 of 3, prejuared by
200.3, Icnt revi'Skm &sFed �11arch 11, 2(�I
K 1-11 ES"I'sF
L IsI4 lll� C
f I.— CAL(_,'f1.,,ATI0NS,
1 1vun'l!,
D QUALITY ASSUR-AINICE
9 Code Ca?zphance(_,� 'iII
F". M.ATERIA L CERTIFICjkTIONS
), I l't"one.
:r/fielmy'A. M"-dar', P.&, M�&
Pri,4"i'tet Control Seetion Siij5ffVi50r
NOA No. 20-0630.15
Expiration Date. 091.1112022
Apprmlil [)are: OL8/2012020
F!'"I P E N C E S Ud N-1 I T TFE D
9. NEVV FA'111)ENCE St,,�BMITI'Ef'�
A. DR-ANNINGS
1. Ill'ilone.
B. TESTS
L A ctf i e
C CALCULATIONS
I AIII
D QU.&LITY ASSURANCE
Re _X rnj-DF:-,,Fds C�osntvr Dep nie 1, 01 Pq II ai;d Erlmoa.tn A.:,sourt,-,es (R "A It
C"IE"1117 1. Fil (" Ilk "HONS
1.,l.:!?ier a,iith thie 1�1, Clode. 201 Cifition, issued by Cast—
"'I t/5"41, foric'' thited tJ 1;1, " " � ` :, e: d Ff seated thv Craig Parrino, P,
hK,,I(9'ls/, si`1*111W
"For". LI by c-asi-
E
Al II . le C5 141of i e d t76 I V I
s 1 1, ri l: �,d& I ei i le! id ��y CrIF 11g, 1"arri P; l to�
I If I
7
4!�
FrIlAue'! Colltrl)JS"fion StiplI
NOA No� 2o_(I 15
Expirulion uaie� 09IIJ/20223
08/20120,20
E - 5
Casi-Crete USA, LLC
NN 0 T I 1110 F A C C E P T MIN CF. EV I DENCE St,IJIMITTED
EYIjjL I N"AL 9 12-02093,3F
3. )ENCF. SUBMIT'I trINDER, PREI`lF'I0LS
IkI, 1)I1,,1%,WINC";S
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PRODUCT CATEGORY: Sh�,fftm-4
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PRODUCT NAME� 20 GAGE GALVANIZED STEEL STORM PANEL
MANUFFACTURERI: Praidould; UX,
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1�.i?1JR_FF0$f_0f _17YALUATI ON This is a Product Evtuntliplo Report lyzuod by Walter A. TOR Jr, P.E. Isystem
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Ties Product Evalustlion Report shelf be subject to revie and noileon In Case of
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2_t.F_V1DENCE SVWffTT DOCUMENT tPlcfDL-
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Eilki�oiil`IMEWNG I -EXPRESS''
PFMCKJCT EVALLlJ%1'mjN RePoIll
1'elAel 15 X:12(t
Applicalion Nuntwir g-86-0 I - F42
EX primeal Nisi 20"31543
FirCuA9.1 Malialactul All Alinjilinceiii Shv%liis Awl Oil
iihICIFFIClactursir Aft"'A I SAO Dowis Road
Vi Pa" Bel FL. 33409
FFICIFACII l4wri-FIFF A Dmlil!v0,,, 24II GailivIini,iod Sted SiCel Faur0li
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. PRODUCT EVALUA71ON DQCQM
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Wind Load Resisrafflue
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I ,-- FOLOUPVVEA . .. tHER I Ii 44
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I 11 1, 11 _ ,,, � FRESiSTIVE BARRIER & I ,�,,. � 4 ,I 6 EA T H E IR Q ESI-STWE "i I __. "'UIREMENTS a),
" ' IRE I 3
`� I � TEMPIORAPTILY SEW ��, 3AR R I E R �, --,.,,--,..,..-WINDOW UNlT FLASHING RE
�i�,,,,,, --,,,� � , I � ____ ...
I """', , I ,,�r `:'��`�'. - POOR ROUGH OPENING-' I I -- � _ � - � - _ � I
", ,� / - � 11 11. - _ -_ - - � -_ __ ______ - _,_ - _ ____ - I I
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WEATFIEFR 1`� , I, I !1� �f "'q". I I /1, 1. ______ SLOPE 0) 3 (3) 4i
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RESISII'Ivr'-� � I � i I I / i 03 in � 12�O if) R703.1 Geniera� F�� � � ,j " ,,,, 1 I; - , 'L, - JI t � 0
I , -
I "'I", 'Ir � : , . ii,��ei;oi, vlr�,_,fl I I- ''$ t 1 �1�$(,) %F,�trl a 01 <tcrthr"i -s's4ant el_li,tr��f ior vr�,,�fll errveloiDe- Ths, (oKtetry.,,,r Itvafl (" crvelcil,�I�,,I Shall!
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1� EARN Er �, "r, , , I r -0 > -=
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. I � __ - - 11 -
1% TALI ae "-i, IVtt,ii"Iii,�,riv -1-11 /I I I (0. 6 -m : 301b (I tT,l include frashing,, � I
__ I i,
- 11 - 11 ` EXTERIOR S E I, F AD I i I, I-, -ii,", � n ;:; - � 314'- I' BEA - ) �J ,Ili,�I� F � �L) 2
_____%11�11 - IEDFL,45fiii, .I,r��Ii_"111 -N�� _� a I
1 -
- i=i-rii" I .. I
- ivi��Pv�,,` I -0 BE -APIri LIN(VE R 1111 --ELF "OHERED FLASHING
- !L-M I , - SHEATHING BY I-APPIFUI, 00VIN - ... I 1111� L� / -ADHESIVE 1 -_ - 'zi _tA 0-
___. 3 I/ III' ��;7 Frr I a) 0
� - - - : Ii. r.1'. / I I - a) C:)- 0 &_
--71 _`r`1 I I � 11-11- I J THRESPOLD OF DOOR AND
I I � (TVL R RIM JCf [!,3ITAND U � i-
I I, - :�'N"�V� . I 21 � f�-, - �t -, -� - - ,_�J�l PI"', E
� _r.. / THRIv 11I JAMB 6'. ,'.JSF LRIlih, I I - - I -1: , I � : � - -" O_ .
I I WALL RY6 Ril, Piz R 7 0 3 - 1 - I W a te, r r e s ,�-,- �a i -1-4, ", ir-Jcopf,� A- ail be, dTii--��!EjaoE,'Jj 21-iij -Istruirlec,l in a manrier tha� f�reverits the accurmAafk n Of 10i'�"Itil"Dr c
i : __, tri I I EX FE I , , J�of ., I: M
1,Ii�rlitiij:,W�I,i,,� - III,�-,,rry - f, - i RIOR - -
I- : ___ � - . . 11 1
_ �rrr� . D O R L QU A - V -'F A I ir I f ! i - I ? � .+..,#
I NAIL BRAN' -0ti Alithin the wall assi�mf,�h b, rnvI1J,1),,i, , (3)
� . "a 'Ai� t, (�-�, i"- r e,- 11-5 1 S to i it ba r r I �n f I �,) e, h! f r 0 t �l e e X �� e r i o r C I a , 'd � ITr 0
"-"" I I PROOF CAULKING - I - F7 .. CFMT� FIN, � _, g as required by Secficr� �`0703, �� an',- Fa rrearls of (M IEJ 4 0 U) .4..4
�
I I T I", - , , , E,L':f��.-,,.t,��le,-xi�cric�rc�ad�L�,�l��(',
� I," 11 ___....__......._ drain ng to the ex"' __Tf I afpr ,tl, r- M I H - L" = =3 M - * F)
1, L ,,%F -, I i id, T � Lz Z, -11
- III vviEATHER I I . G PAPER I co
_;Zli�l " ,' _01 - .DIkt,SIflTN1,_,I __ � __ - -0 0
" , w-, SELF-ADW�RE b, --- _ - BUILDIN
: ,-, 'I, ", "I - ,_ - 11" Q) - ... 0
I" � I REViSITIVE " ,III, ___X I-
I , I,, 1, �" _.� �r - __ __ J - - 0 � _a
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,,� . I __� -1 _"_ � X � .___� 'VVIRE LA7 H R703-2 Wateri_resi5�,o:., q)a �,n Orie DVer Sir N:)� 1"'5 3Sl')1ri' It III 1'1s�(E f(Onn ric)!es Si Lbreaks, coanpi, _W i le C- 26- -
� �1`11 ... � RARR�Ep SbINL 1`0f'S ()F iv1A1.5T5 .. .. . .... " I , , , �_,;,"'- ___ L I a � - i, _yang with ASTrul D�226 for 1 )e 1 f It or cither -
11 - � _ ... ! �._, , ,,�, I - ' ' ' �' , 0 - C) z,*
I 11
I (FivIA] R DE (]KIFIFli]; >i�111 I �-.� - 7ii -.. - ' I -:�, f. ' � !ie � 4' b a ' Ll- C= -
- � I I , -2 ,I , � ot)Oiif ( I, -,,i
� � � :: ,�7, - i �1; � � T
I- _.. � I I", I -1-JEFLOOR __1 ___ - � �, " 7m; r-, - , �re-L II�5iitLj�_ �� _; , - I__._'_,� a I � � � � � I - I 'er Studs rar Sheathing of a'' exterior i��iai Nc,r, '15 ,Ospha,h I- shati -e - ,
.__�'�"__ ,'� (SEE DE'iAk. Ii"i 1, e__ - -, - I 7� � ,' approved water , �. - Clit" P", Q I i I ieik pplied honzontal�y, (_ 0 LL, -
___ ",,1111, - __ -1- --I-----.- I 11 - , I � � � 11 s - - -_ 1�ite�, q1C -
_ - LO I; I _, lo)'t,,r, - r� I, ) it �ii;, - ,cur, feft Shall be �apljed
- SELF-ADHEREC), FLA.S.;HING 1) - I--,,- __-1: - 1. with the upper . ��r lavei ss than 2' �nches, `Vf'here joints oc riot less than 6 �nches, Other C_
� : -i - �Z= ,
.."I" __� �_ - - _.. E __]_ __..� - - -1 � i - I M � 4-- Cz
"�;'It�!,� 1.11 , - _ -z-Z ;:-" - ___.. 0
"Ir,, 1 __ " � Z - t:� " -�,ta'�ed n, accordan(;r,,� i4i the vviater-resistive darner rr�anufaciurisr's nstiaflat�on insucIct ons, The No- 15 asphalt III ,", 0 >
, _1 - ���� � r - ,,.i L I I .
"", ,,,, i L approved mat a, " s shall be i � -:, th t I I
� LiIXTION& � "",` _I, � I I � L en
I i P-Z r. i i_! � D311 - G Uis !n,Q - r (1) L.-
� - I - ' - I I shall be continuous to the top of waiis an. I ternrIinat d at pene r I
� - - � - 11 i m - --ci ,arriier matera rons an I b ild 0
�
HEAD FLASHNIs"1114114 INSTI13,11 � I _1� I I I'L I I! -Um I _�_ � felt or other app oki-z,u iv, d, - �Fesisl=ive b - - . le I - . -0 E �
I � Cut. fold up & temporarily secure weather I .-, '1__11L_ < Ir 4 - I, JiONT - I -_ � I - . I � U1- C-) f;_ � -
. r I- I i I i P f " ') rneet the requ - -Y ,,, I, It - I ! nt �
I I c k ; I
. i [ - �_ . I I . C�L
ar . - -- . I 11 appendages it� a , �,�,,,mrie tc I I I , irements of the o- AErr ior wa- envizsope, as described . Section R10.`1)_' - - 00 Co CL
I \ f . -
resisti�,ebani.e.-abot,,e-hea(lerto ,lowfor ,�_ I i� 1: " `__:- �? i
. -
'J",,,L' 1�
i,r - ...... I -
- -
[THESE DETAILS ARE GENERIC AND � I I ,.r�; I i I 1 - r_ W , 4
t Ia ,) a
9 lashing installation , I
-
-
� `11AI lII__,___3 � I II- _6 . - W <
MEANT TO SHOW GENERAL FLASHING 2, Self -adhered flashing plus head flashing under /r-4_`,iI � - . i I �____ �1 I � E �. . h - � � I
I n � I __ _A
- - � ,i! IT If :i:1 - - 11 i - - -OPPiElesd o Or rr.cI --cassed
I � _� -= � � _. V , . In ".; I
!�""_�-�--�� . , R703,7.,3 Watt---- -- �- e,_--i,L-,,fi-, �ce b ir��rs V%Ialip:rrnsifstive Ltan�ii sh,� Ii ii e, installed as requirec,41 in- Sort -on R-03_2 w d-w1hoic V_ "ii IN I. �'I
, � -
weaither resistive barrier 11 I J - ki i I s 1. - � -
ir- 1�- I � ', i L I,� e a rj�,�. �1 r - . 'T
- , __ ! i � t � L - -d I he
/ , aPo_r-p4_:L,rf"neah,e b nii . : i� . c, layers o� Coe ie D Paos'L,
, -,<,' , _ _res;�Sth,,ik? ,1� - - � ��_, 'i ,-, r Ifr ,,�Lj _ii."Ja
1 �k ., , , � ,r, . iivalent to tw I I �
,
I . it . �
iAND WATERPROOFING METHODS TO � ,,, _� � ,V-------=-,,- --,-- V , , 2 ), � � , I I _ , � � �,r IA-- th a pi- , .r
air ,I ,,I � I � er a, T - : IF at teas� eq"
3. Forld weatherresistive, IT rier back over head I/ I ir I __L A i � A sheathing, shall i f,� (_
F I I -_ 2� t,
I � � 2 ",I � 1 5 � lr� 7 7, 1. 1� �JI��__ L I � _ C c,) iav r provic'-s a Separate confiraic)us plar e and any flash.ing (installed if'.
I BE USED. 11,,2 I individual laye�-_s _'I -ail I,� - �,Iia'fed mr-dini-ii1e,ndi-01y sIirfii that e a � r � i-_- - IIE: .
� " % I - F , F
flashing and sealinath tape _,` I 1_� �_/ - I . -
... .. ! L-1. � ; . ii'i" r -aiii, to the ,,;va,erre.si;stive barriez�r, ic dii-er-'ed bem'I thr. 1--yers
I I accordance wit, � Sip:t- I .I r iz: 1"It", i I! i 2 - - I"r I ih ,� 5 4, F - i � _ , i=i.- .-Y
------------ _...______________ --�-�--.�����-�..����,,�,��.-.,-,., . ..... .__,. ��'.., ! _ _-_-___-_ -.___ _ ...... � .... -, ... I-— _. ...- ---,�....�..��.�..�.���l.--..------�---. I 1-1..- 11._ - ...... _ III- Z� � ,rion R"" 1 ' ii irl, " �c) df - i
SAale, NTS 1
SELF -ADHERED FLASHING It J I SiELF,-LADHERED FLASHP,JG SELF -ADHERED FLASHING -
i _r h e, 1"-,; th,,�-;� Ai'a... iies I f I IV, � V
FLANGED WINDOW Exception: t,''t I 1Er-r-,,ir,,,f, ve ba,I, that is ,nt'plied cive" I,Ivood-based shea"J'-Ainic
FUGHFII,is INSTALLATIONAFTER WEATHEI - I EXTER�OP DOOR WITH DECK - SECTION A I INISH SILL: POTSHELF/ CHIMNEY SHOULDER I _ i,- . U 'I I _I ,has a vvater resvEtance
I ,R R ES I �S 71 V E BA RR i E, R Wrr"%01 1 WPO2 CEMT, F WPO3 � -1 - L
I I qual ti-f - ;- ir,ll I - I �, I I-, r i i � - -1 �
e lt'iz�tt5, 4( f -I "a t �r Irilat �,�)f 0"U,rnif"u-to GTI --.---- PI�Rij,&' an"ll is! ,sepa,,a-'r_l frorn. the stLtr-co t,p,, :1 iitCariiii-�o�no
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: �,,,,�,ri".,�;.ir.,�r,,,-�.ii���%,�"�,ii�,i,�,,�,I __ �__ - MECHANICALLY FASTEN IF I- rRUaBERrz_ED RUBSEP26D ASPHALT __111
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I I / __ - NEEGED !FICORWEPS ADHESIVE 6
___ D OF ci�_ "JIS1 ip", ',,_�11;� -- INISTAIJ_ `ELF ADHERED - - ASPHALT ADHESIVE
: EX TERivitfir Si, I EAT[ Iti ----.- -1 - 3,1tI4%1" 11FAI � ; 9 - 17 it j . I I i I - ,
I T RE
I . 7- 1 i 1i ,,, _]77 i
� r -_ I I THROUGH SE,LF-AGHE . 'e0 Metal T I a s rii 1 I,- i'4, - V, �� i 2
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, -1-1-1., iriii�)H1i`;IiA-r TO 8i.� A 'PL fi.d) UNDER— - � I Ft ASHiNt-I, 0.1,16 & ", EAD R703-4 Flashiin-__ �Z'%' P T, ,Irn--a,s.ii'tng self-,_ - 1. -, - � - �
: � - RED R ,��IL ,��ered r-Aarnt,'maneis an,-4� nri e III I -1 �� � i c-a I I IF, � I ar ri fi- d III P x b a MR - It, g ] 1 a pia i-ed
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, I ", I/ I, I - - r.� , , I r I I - I - ",iz - �
"" I Sir ,`,,,�, / "" ;:�� " FLASHING -, -rLF-ADHEIED FLA,SH'NG----,
118" GEMEN T I P , ,,,� "I� , , FLASHINGL'S'LF - - � L
: AP11 iFiRE1,3H011 [I OF Dc�ir�IRJINEI FlETLIfiriii I ", �
I I I I, / __ shingle-fashiorl. of Hil LICIDID!dance with fl-fe, rriam,facturer i zt, - - s- I te,tal flashing shall be - -I res�stant, F 1 i) �� d - a p pi-c I e d' r er-ih ra In c , �
PLASTEP 1, '.�-- I ,i I � � 11 ;� "N_1_IU4IL1U`_" cor-osioir I .- he, § P. t - --,,2
I , �wiiii`tl`s IN i�, I 4F -i I'll I ,1 I/ ' 1:1 1111VIPAIDW / I F�_ `�J I
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: - P ,4 'ni"It.70IN) - - r 4 m -T,ns. All flashing shall be, applied in a rnannertc, prevent the
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12 MIL DRY] OK CNIN - ".4ASONRY BL(X'K I �ii��,I���AI ...... \,, ; ()R E Ot M1 Yvr:,,II I I+ I ) CAUIA"RI _11 q_ / ,_ used as fiashit,�,,, s�,,,,,i�' be ap . i
I � r NQ4"j:����g�i i -1 ,,�, � X ___ --,-T I _ �, mn '� , , 1 - vity or r,ertiti,,rai' - - 11 ii�'al er to the. t�n.iiilding s�ilruritu,al f_:--nin- cirrm-on --n--
E"IXTREME - I I JR!��:FEt:�'TC�'�"E,C,Ii��0'-"AL ,11 'I, ,IG "���i����i�!�:�!!:Ii!:����'InN, III : "I � __�� �,, � - I 1 - F I I . i � ,��Ii '_ .
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1 : ,, 1�%:Nr irtbl<�i`i`IIII ,�III:;I� \ - - 11 i � i I ,'-i',oR._D I, entry a' Water I. s L-j � L �'�'� _,ml , I � _.- o, i o � i - I !U � ;, _.rE_
11 : i it EFT ... rER ON CHEMICAL . . -4�,,N i _Iiiv�l t - L
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_-I , - It - -�'an �c -_-4:Zr- i� C tj o- �=-- or fif �, � -A - a sai at the unCtUre vi
WINDOW \ .! CoMPATiBILITY ti� - 11, I ", . - - `� as -1 . � S i -F a hl C 0 I -i i D, I y ,,i) q h A ji' I 4 A 7 I 1 _,-.-- _, at'Or" plo�uc
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N __rr,i�7'_ _ - -F _ i, C092� C�ass 25 Grade, NS or greatew for properjoint exp,r,insion and
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� I . Rt: LEASE Ii: R I C) 8 XPOSE
Ij , � �, 11 � �'. . �, 'I' A, I 9 i �1'11_1 ,�-F, ,--'I k�- HIFRED FLAS-E'EANNIC�_ -It I "I 11 �_
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i I I � : - __-,� .-, --ard as __-C, - -it, Flt,ird-appiieidl miernlwanes used as
_ -
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4) SEALANT ,I ONNT i _j __ . WIND(IIIN BUCX TO � - ,,,,,, � 1 Z4 1 1 contraction, A, T fi�i`[ C 1, 7 AAI` � --ed smn �4 f- _�pnare f,
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OUTSIDE E I �, - , I ., 1I `§`1 ,Is, __ VERTICALLY MGM I I T � . - - -
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�� I� L� ,,,_� _i4L." '"'., " NA, % --, " ... 1. \ I _ng in exte - all connoly w 01-I A' t-01,"k 7" I I lhe Xi-
DGE OF -, ,I " e- -,�.::- F4AuIirAqRv' �'..�� ! �� - �
, �� \ ., - I ,� � , / z " I I flash -h --- - hin" P ter -I to the sorfac,, of the ex erior wa 'n'sh- Appro,,,ted firq;
WINDOW BUCK - .;..- Ii ,��Or � I L� RA ;6 ! , I �'\ fi i 11 � 11 / 6071TOM C.11- \ = , oi �,,,alls- sha ' - - - -
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5) SEALANT FROM - . IIIIIII/ 'O ivWz� A
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ACROSS VANI)OW BUCK , �\ -, 1< I " " " I k I - � It ,.-? III "', > - - 11 �1,4 dooropen nos L�fa,nhing at owai,rd doo! �',,eninr Bhall -xtii to the su.-ifaGe c ' "i e- exterior ,vail
NM N, . I- 1, .1, _1 1�1 `� I 1, I. Exter � - . exterior wir I - I , =
1, 'I�I,� ,- � ��__r " -- �� - " o I �rj
AND EXTEND IO J .-WINDOW I RAIAE I W, 1".. NO N� _� ,,-, i � ,AA,��
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//'I", � � - � .e ;I-- finish of Ict 'Are, _aii -re'sis Ill- �---vinq w�th �- er-or 3 2 for - ut
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CLADDING AND WINDOW I' I i"LiI 111
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FRAME = _�k ,,Ir'.,Z� 11 - SE LF-10J)HI RI� [IT FLA A IR,4G ___, " _1� - ,� 1 �__ '� -1 I r DI� , S a - Tis Ef
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, , : "'t I I r rnani_r.a� �urrei�s Istructjor��Sr in accoti-Jance v0th IiI flaVI-firiq, nnanufactureris insu dions- V.,11e -a--- --, �- ��<: =
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4---- 3) AS ALAW!" WIND(AN P FRAME T 1 F�",:I,� �I __ 1`rAIP`iT: FLANGE -111,
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AFAN // - �� � 'I: , / �� '1____1 nc! , rc , pt I � -s� iah _- it
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- ) sEAL TOPS OFJ AS I S � % 11"", - S�(� -1 i v s � � Ch 2, a a n n. a lr --- s AD -= I re- , I Val F I -0 t I i - -,.a exr1ol, wak finfish or to tlh* wab -- nssrstive ba
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I I401 FLAV-1 01VEF-19 II,�_< ->� __ 'I- � ped - 4 m: 2, a - - a rfa o , � I 1 I I I t � F - I
/ UNDIF R DE( ,'KM � 11 - ", 11 1, 9�, - . e _rOfeF-hi,,J :n
P, M,-- r I � of -a - laae (C]IDEII usina pan �'ashiirio shall inicoroo�a�e flaish,iing o, at th-- LII and 1SI-
I-ii �R;Jll T,JAA �� N G r 8 N - t 11 `�_ - I - - ! -4 �_ i 1 ti.,� --'-I
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_VD � r- the �P@�:A__MDQ aa g- ^"� -irietihOd cyf a fraciisie.-r-4 des-r orcifessil-na,
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SCS06 05 C%1U INSTALLATION 6 P0lN1"BUCK AND 1 SELF -ADHERED FLASHING SELF-Ar)HERED FLASHIING I ^ : SELF -ADHERED FLASHING �
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1A In accordar-ice ,j,,A,tt FIVIA.AAMA 100 FAI AADVI, -10�,]_il FIMA ',PV`0L,,,,`tA 250, Fr,t1A/AAMA,I'`VVDMA3C0 or F,,'%f,!Ai�-AAM,,-'�-'�j'�.,�'-L'.ifc A 400
j : I 9 'it � F.- "I
TV I HALF ROUND WINDOW EXTERIOR DOOR WfTH DECK : :� INSIDE CORNER
FENESTFRATION INSTALL,A ION AND INTERFACE I WPO4 W:PV5 i WPO6 Fit-, if � �Ir "S -, if,,), I -, -arne ,A 5tuccc, WfOsz� Io%nlhi I- - I -i� s;des undi,e�r
I I 2, 2�At U - " , f - eCt � ri of ch-rnnays or o-zher rnasonr', coristri-4cfic-I ""Vf1lit ff J, - Ket--ti; ii,g `415 On t�ot, I
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stucco CUrP[n,")s
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3, 3,Under airid, at the� end�s of maz,,onii y, -wood or 11'etal
� � P- Ground I !1'1]� 11)'"i J i rigs anci s0ls
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.---. SHEATHIII,K; "; 1111"", I �"' - - i 7 5. 5.Whps-e c,;zt�nor nor, I-ie,- �- ,,� ,�T as�-,,,ernbhi of wood-franTia, con,struction-
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APPROVED SHEA1 FANG __', / / / "" zr �__ 11 " I .
"I _t i`1 I- I, � � - __ � Sheathing 'THESE Drzr�,X,j S ARE GENERICiF AND MEANT TO 'SHOW GEE-INERAL
APPROVED HOUSEWRA P �_.. , -1 I " ./ Y � � Pro C H i ,_ -r- ,�, � - L_ I I i - I L i 11-11 F I
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STRUCTALATHTWiN TRACK2 5 . � " - __ - � �L, 'r TERPROOHNG ME"T"HOD'
, 11 OVIIIII
, -____ ." 477 � i 'I - i -LASHING AND "OVA I I-
: . " - l I . I F ,; TO BE USED.
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314" CEMENT RAS ITIR -___ : LLL � ___ � . I \ j , - A I
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12 MIL ilmiirI) DRYLOK EXI'REMF _____ > . ---- r-, �� ii� /e \ r, I it I 11 � � i I _�
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APPROVED FLASHING TAPE - �___ , X III ii , i I ' . � I - i
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SCI; 06 02 WINDOW FIN INTFRFACE WITH -ADHERED FLASHING ISELF-ADHERED FLASHING I � I I , 1� � I I Li I �t " , � � �11, 1 "i, � - .1 ; izhc��i;�h ., ammommi
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UOU'""TS DE1 /,-v 0 TILE FINISH ... ___ __, i \ ,/ � ... ", I ,� I . I L � r � ��
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PR'** ... I L' _ ___, _� . ii.i_ �' 1. rI 1 " i .1,,14.-- o,L6,,Iiw�it,,I�F� PLANE Av,'B DRALIAIGE ,PLANE tDin VVEATHER RE,_Sr��Tiivtiff I "�'. 'I`ti'Pi--'r, " - - -1 I , L ":,,. ,� I I -1 r , �': 1, I _� I i, ; r,; n t I;-, , T, FF 0>
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WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO �) (0 11 I 'I .... B: � _�,Ii,r ", I "Ibi'Y"tip., Rorj� � L __ i� � - - Zn,
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PER THE FBC RESIDENTIAL 7TH EDITION (21020) --,,, _ _ < I it� it"I''I / S_ If. )(1AI EUONSISLASA ---- CS =7 - - - I .1enufaC4 �Dair;S-
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Detail Instructions . / E ,, III I �Ll I I ,I- .- WRAV` Drl WRB IIIN f Ct � .. , >
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Refer to the number marked as (W'l in each detail that corresponds to the C'ement '" . _ �i I �,
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1, Install seff-adhered flashing in order as shown by numbers 81, cmu ____ <__ . 11 -, __"." - r-rIv.17 I .�_ ,l__ 2 , ,r ;0,�UiA[;I' 4 ,v,� - ,
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2. Install flashing and weather resistive barrier to form water shedding ' ___ ''I I +, !I- I \ " , I \ lt� , \ � �i t I I I", li � _r;�� L _ 'l,' I' IQ :Q1, ,,,, i
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laps - � - I , - I "I �, \ ,I- � I ", t . r , 0
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(PER SEAT DEPTH)�___ 'L- r - I , - L, �� - I � � A � � ,,, ,�,f�e, !I
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1 Self -adhered flashing can be substituted for building paper �, � I ,�', " " I /1, ,,,,,F�1, , -, 1 i�21% 1 , " L: I ��� - ZvI - � -,- i, ixi"(1 lo4its, reed Ir
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i - 11 - -, j] .�_. i -_ � Z 1, - I, �'-,, __ " __ i�l �� _. 4, ", � I, _,.__,_STRUJJo THIRAL F-RAMW -11 �.INNK�l i I I __ . i , T,voitl�,: v§v IiA2 i-ri � =
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4. Split the release paper using the ripcord (Split release on demand, . 4_ r- ---------,"..-.�-,-"�-----�.�--.�,--,�,�� __ - - __ I �v 1
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FILL WITH GROUT - - r_n � i r�i - Ir I � � I 11 L - ,(�L (�r sko, " _0
J ,- _� STIRUCTUR LIv-I&ATI I I
embedded in toe adhesive layer) - for ease of installation and to t ....... 01 � I - - - z i .. I �1/ 4I.- r __ - ""' ��: 'r- _ - � -1 - ,, it 1 � , �r � _t�_T��:I, . L I I
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-1 __ 4 7� - ;7� cc � Ir ,I T � / " r . - L - ��: I I It IS A PF St lt� 1 1 � \ i , : 'L 1� - j� I ti� 0
fj E� A- , ,A �! I : I I � -i I �L �auiig iv,Ii a�l
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, � . - �T - ID C)C s,�� f t � I . ,
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I I ,_ � , NATUIHAI, SffforAijitit'liii. _� � ilii � � -1; ;,
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m nimize scoring cuts ��_, a __ � n , L_
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a a __ - ,q� : - I = U), �-;,-"ti-"If.-"I-�,""""�SL,Bi-,t�,,� �,i - __ I ,DRAI NIAGE P iL X14E Iiii \ -1 - , I I_ _'LrA I 1, & L.L_
I relea per per standard installation instructions and � , , .-= I �, L 1
5. Remove all s p __ , - 9 A� I ___'t I I "- � ,-- I - � -� 1, �
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Ing a square ing HIT % 0 -_ ___1 9 - L�,,,,��-�'E�F,l�I,�1,L,�-'��,.ill(" I � \ _4�, - -
adhere to substrate usi piece of flashi statist !6" x - 0 ROE, A st�'.,I,I _ I';,iit, � I i. - I r-, - 1 23 1 1
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7 13,6. 1 _4 I - _. --i-I W - � \ / 11�-� 80NO SJR - �_ � � - 1� I E , 1 (3)
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Minimum) SLOPED MUD BED ---� I . 71=1� a � -1- : CC Ac C ia ISS OR Y \ i � I - I I I '%, ''I I � � 1, :
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6,i Ford as shown by arrows I P,-, , j, I- � i ;< : ill III 111 111 ' "'"" " " - _, - _�� ..., I-L-LI "I Sr LATH _� : � I LAW �__,�_ , 0) 'I
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- C-1) it . . I I - �1 t, _ __ - . r N W __ A-100%
tashing accordingly to li��_ - - -, = Hl� - - �_- - 4 � - ___4 1 UJ 7": " " "" - I " � '.. I / I _f, ........... I I I __ r
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7. Angle of cornet may vary, adjust folding of the fill � 3: /", "' � , - _.:�� ,,��!��, - .ii I I - � _ r
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fit tight to corner VINYL SHO -, ", I _. �_ 0 � - �� _�� r -1- I i __ - - L
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TAPE EDGE OF HEAD
WALL FLASHING
STUCCO ON FRAME - 7/8"
3-COAT SAND FINISH STUCCO
ON SELF FURRING LATH ON 2-
LAYERS OF WATER RESISTIVE
BARRIER COMPLYING WITH
ASTM E2556, TYPE 1 (TYP)
WALL SHEATHING PER PLAN —
SHINGLE WATEF,
RESISTIVE BARRIER
OVER WEEP SCREED —
WEEP SCREED
CONT SELF ADHERED
FLASHING TURN 3" UP WALL-
18 GA HEAD WALL FLASHING
TO EXTEND MIN 8" BEYOND
UNDERLAYMENT
SHINGLE ROOF PER SPECS —
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"-- ,
ROOF SHEATHING
PER PLAN
NOTE:
ALL LATH AND LATH
ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL
3"=1 '-0"
TAPE EDGE OF HEAD
WALL FLASHING
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED
WEEP SCREED—
HEAD WALL TRIM FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
CONT SELF ADHERED
FLASHING TURN 3" UP WALL
CONT BUTYL TAPE SEALANT PER
MANUFACTURER INSTALLATION
INSTRUCTIONS
'Z' CLOSURE
STANDING SEAM METAL
ROOF PER SPECS
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
3"=1'-0"
A
z
00
HEAD WALL
A
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
WALL SHEATHING PER PLAN
SHINGLE WATER
RESISTIVE BARRIER
OVER WEEP SCREED
TAPE EDGE OF COUNTER
FLASHING
WEEP SCREED
COUNTER FLAS7UP
CONT SELF AD
FLASHING TURN 3 WALL
SHINGLE PER SPECS
STEP FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
NOTE:
ALL LATH AND LATH
ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
TAPE EDGE OF RAKE
WALL FLASHING
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED--_
WEEP SCREED
RAKE WALL STEP FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
FIELD BEND PANEL UP 1 1/2"
CONT BUTYL TAPE SEALANT 7PER
MANUFACTURER INSTALLATION
INSTRUCTIONS
'Z' CLOSURE \
STANDING SEAM METAL
ROOF PER SPECS
ROOF UNDERLAYMENT TO \
TURN UP WALL MIN 8"
RGOF SHEATHING
NOTE: PER PLAN
ALL LATH AND LATH
ATTACHMENTS TO BE CONT SELF ADHERED
OUT OF CORROSION FLASHING TURN 3" UP WALL
-RESISTANT MATERIAL
HEAD WALL
FLASHING REQUIREMENTS N
R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A Cl)
WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE
TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. V
WALL FLASHING 21
R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED
FIBER CEMENT SIDING CU CL O
FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O L
PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Ca -0 �—
WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO 0) V
WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CZ CU U)
SHINGLE WATER O Z7 U
SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O O -�L CD
RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O C) _O
OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O
TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O
FLASHING
STARTER STRIP UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O O
CO °0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED U) O i
CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE CCU "O Q
FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— -0 .� Q
OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS
18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING
TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL
UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1.
z SHINGLE PER SPECS
SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE
e0 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED
ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A
z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER
ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN
PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE
�r "v BARRIER IS DIRECTED BETWEEN THE LAYERS.
ROOF SHEATHING
PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER
0 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER
THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO
BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR
6" DESIGNED DRAINAGE SPACE.
6"
R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED
MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED
SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED
AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE
Wp 12 — ROOF TO WALL — SHINGLE TO SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE
I_ BUILDING STRUCTURAL FRAMING COMPONENTS.
3't 1 I-0„ SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 7.11. ALL
EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE
BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25
TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION,
WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE
' TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR
FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE
FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE
PER ELEVATIONS FOLLOWING LOCATIONS:
TAPE EDGE OF RAKE
WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2
SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS
RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR
OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE
FOLLOWING:
00 STARTER STRIP-
00 STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING
RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE
EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH
HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING
TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE
UNDERLAYMENT F)ELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN
FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT
CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER
FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN
INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD
CONT BUTYL TAPE SEALANT PER AND SIDES.
MANUFACTURER INSTALLATION - Z' CLOSURE —
INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
STANDING SEAM METAL `r o0 REGISTERED DESIGN PROFESSIONAL.
Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS.
STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA
ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400.
TURN UP WALL MIN 8 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS.
PER PLAN— PER PLAN___,
LAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
CONT SELF ADHERED 5.E WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS.
RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. I?
F
ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL'
WP 14 3„=11-011 WP 1 5 FLASHING AND WATERPROOFING METHODS TO BE USED.
JUL 2 12023
Virtual Review Assist, Inc. Ij
Flans Review completed and approved
for cumpliance with the 2020 FBC 7th Edition
by Debra Anne Ktahr PX2300
C�
CIO
O
0
w
¢
z
z
J
SHEET NO.
NR 2.
C
M
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP)-
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED
WEEP SCREED
HOLD 1/4" AIR GAP
BETWEEN WEEP
SCREED AND FLASHING
COUNTER FLASHING
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL—
FLASHING —
PT 1X'i0 BLOCKING
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
CEMENT MORTAR---:,
TILE ROOF PER SPECS
ROOF UNDERLAYMENT TO
TURN UP BLOCKING MIN 8"
ROOF SHEATHING
PER PLAN
3"=1'-0"
311= I 1-011
DET
WALL SHEATHING PER PLAN
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP)
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED_
HOLD 1/4" AIR GAP
BETWEEN WEEP
SCREED AND FLASHING
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL
PT 1X BLOCKING
COUNTER FLASHING
00 PAN FLASHING 6" MIN��
ROOF UNDERLAYMENT TO
TURN UP BLOCKING MIN 6"—�
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
TILE ROOF PER SPECS------___
2X NAILER SECURELY
FASTENED TO DECK
ROOF SHEATHING
NOTE: PER PLAN
ALL LATH AND LATH
ATTACHMENTS TO BE
OUT OF CORROSION
-RESISTANT MATERIAL
HEAD WALL
ROOF PER SPECS
AYMENT
3LE OVER
3E
iEATHING
N
3E
FASCIA
HERED WRB TO
OVER WRB ON
:LOW
)M BRAKE METAL WRAP
�CKER ROD
SLANT
'T MOULDING
:F BRAKE METAL
ON FRAME - 7/8"
SAND FINISH STUCCO
FURRING LATH ON 2-
OF WATER RESISTIVE
COMPLYING WITH
556, TYPE 1 (TYP)
IEATHING PER PLAN
RAKE WALL
FIBER CEMENT SIDING
PER ELEVATIONS
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER FLASHING —
STARTER STR
HOLD 1/4" AIR GAP
BETWEEN SIDING AND
FLASHING
COUNTER FLASHING
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL
FLASHING
PT 1X10 BLOCKING
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
CEMENT MORTAR
TILE ROOF PER SPECS
ROOF UNDERLAYMENT TO
TURN UP BLOCKING MIN 8"
ROOF SHEATHING
PER PLAN --
3"=1 V-0"
HEAD WALL
WALL SHEATHING PER P
FIBER CEMENT SIDING
PER ELEVATIONS
SHINGLE WATER RESISTIVE
BARRIER OVER FLASHING -
STARTER STRIP
HOLD 1/4" AIR GAP
BETWEEN SIDING AND
FLASHING
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL
PT 1X BLOCKING -
COUNTER FLASHING
PAN FLASHING 6" MINA\
ROOF UNDERLAYMENT TO
TURN UP BLOCKING MIN 6"----
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
TILE ROOF PER SPECS---_._
2X NAILER SECURELY
FASTENED TO DECK
ROOF SHEATHING
PER PLAN---------rn
FLASHING REQUIREMENTS
R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A
WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE
SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4.
R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED
AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE
EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO
THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING.
R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM
HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED
WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL
EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE
UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE
JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED
MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE
BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT
OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS
TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING
APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL
ENVELOPE AS DESCRIBED IN SECTION R703.1.
R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE
INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED
SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A
PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER
PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN
ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE
BARRIER IS DIRECTED BETWEEN THE LAYERS.
EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER
WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER
THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO
BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR
DESIGNED DRAINAGE SPACE.
R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED
MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED
SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED
AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
RAKE WALL INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE
V1/P 17 COMPONENTS.BUILDING STRUCTURAL FRAMING SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL
EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE
BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25
GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION,
ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE
TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR
WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE
FOLLOWING LOCATIONS:
1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2
FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS
SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR
OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE
FOLLOWING:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING
INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE
FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH
THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING
INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE
INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN
FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT
WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER
RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN
FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD
AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
REGISTERED DESIGN PROFESSIONAL.
1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA
250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400.
2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS.
4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL OR FLOGR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6.6 AT WALL AND ROOF INTERSECTIONS.
7.7 AT BUILT-IN GUTTERS.
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
JUL 2 1 2023
Virtual Review Assist, Inc,/ rved
plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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WP 2.1