1673 ATLANTIC BEACH DR - NEW HOME STRU. DWG'SGENERAL:
A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF
ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN.
INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS,
MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUTTHE EXPRESS
WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW.
B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE.
C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING
CODE -BUILDING AND SECTION R301 OF THE FLORIDA BUILDING CODE -RESIDENTIAL.
THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS
COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY
IDENTIFIED. CODE REQUIREMENTS FOR FIRE (FIRE SEPARATION BETWEEN
DWELLINGS, SPRINKLERS, ALARMS, EGRESS, ETC.) ARE TO BE SPECIFIED BY OTHERS.
D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF
DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY.
E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT LIMITED
TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY
OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION
PROVIDED BY OR DERIVED FROM OTHER SOURCES.
F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BY
COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH
THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEER
LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE
ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT SPECIFICALLY SPECIFIED IN
THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD.
REQUIRED COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE
BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA.
G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER
OR DESIGNER.
H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE
PRIOR TO COMMENCING WORK.
1. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE
ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT
EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD.
J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE
AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT
PARTS DURING ERECTION.
L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY
BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE
AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE
STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY.
A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS,
RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN
PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF
COMPLETION. THE DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT
RESULTING FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE
SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE
EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM
MAY BE USED AT THE DISCRETION OF THE BUILDING CONTRACTOR AND/OR
BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN
THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, THE E.O.R. DOES NOT
ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO STRUCTURAL
OR AESTHETIC DAMAGE TO THE STRUCTURE.
B. DESIGN HAS BEEN BASED ON A NON -EXPANSIVE SOIL WITH AN ALLOWABLE SOIL
BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf (LEVEL BACK SLOPE). NOTIFY
THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE
NON -CONFORMING CONDITIONS ARE FOUND TO EXIST.
C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION
AND SLABS SHALL BE 2500 psi @ 28 DAYS.
D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7.
E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE
WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR
SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL.
EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT
MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM
COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY
SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF
THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE
ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD
FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING.
F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A
DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D
1557) FOR A DEPTH OF AT LEAST TWO FEET (2') BELOW THE BOTTOM OF THE
FOOTING.
G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE
DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS
SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS IN
CONFORMANCE WITH ASTM -A 185, OR FIBER MESH REINFORCEMENT SHALL BE
USED WITH THE MINIMUM 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C
116.
H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER
DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST
95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 1557). FILL SHALL BE
TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF
PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE.
1. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT
OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500
psi AT 28 DAYS.
J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS:
• CONCRETE CAST AGAINST EARTH - 3"
• FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 11/2"
• INTERIOR SLABS, WALLS - 3/4".
I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL
REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND
INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF
REINFORCING SHALL BE 25" FOR #5 BARS AND 20" FOR #4 BARS. AL 900 HOOKS
SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING
UNLESS NOTED OTHERWISE.
J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING,
TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND
TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
STEEL:
A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION FOR
THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS".
B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW:
• PIPE - ASTM A53, TYPE E OR S, GR. B
• TUBE - ASTM A500
C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE 36
UNLESS NOTED OTHERWISE.
D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS
SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE
CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND
COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED RODS
- ASTM A449 OR SIMILAR - SHALL BE HEAVY HEX ASTM A563 GRADE DH.
E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1.
WOOD:
0
C
A
TRUSSES:
ALL SO
ID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS:
MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN
1. RAF
ERS/JOISTS - #2 SYP
CONTACT TO BE PRESERVATIVE -TREATED WOOD CONFORMING TO
2. WA
1 PLATES - #2 SYP, U.N.O.
STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITH
3. WA
-L HEADERS- #2 SYP
R BRACKISH WATER).
4. WA
L STUDS - #2 SPF, U.N.O.
MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN
ALL EN
SINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS:
TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BE
1. ALL
STRUCTURAL COMPOSITE LUMBER (SCL) SPECIFIED BY THIS OFFICE TO BE AS
VATIVE-TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 -
FOL
OWS:
UC3A.
a.
EAMS b. COLUMNS
WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR
-
LSL - 1.55E - LSL - 1.3E
RY TO CONFORM TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC1.
-
LVL - 2.0E - LVL - 1.8E
TAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT
-
PSL - 2.0E - PSL - 1.8E/2.OE (PER PLAN)
RESERVATIVE TREATED MATERIALS SHALL BE Z -MAX COATED, HOT DIPPED
2. ALL
BEAMS PROVIDED BY OTHERS (e.g. DESIGNED IN CONJUNCTION WITH A FLOOR
STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR
TR
SS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLAN ACCORDING TO BEAM
WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANY
CALCULATIONS
PROVIDED BY OTHERS. REFER TO BEAM CALCULATIONS FOR
TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL
INF
RMATION IDENTIFYING THE SCL MANUFACTURER, SIZE AND MATERIAL TO BE
THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS.
USED.
IT IS IMPORTANT THAT THE BEAM INSTALLED MATCHES THE SIZE,
OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA
MATERIAL,
AND MATERIAL MANUFACTURER SHOWN ON THE BEAM CALCULATION.
I
SUBSTITUTING
ANOTHER MANUFACTURERS MATERIAL, EVEN WITH MATCHING
CTORS.
PR
PERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THIS OFFICE.
ESS STEEL AND ZINC -PLATED FASTENERS AND CONNECTORS MAY NOT BE
3. ALL
I -JOISTS TO BE PERFORMANCE RATED I -JOIST (PRI) 40, U.N.O.
J
4. ALL
EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND
FASTENERS WITH ZINC -PLATED CONNECTORS.
INSTRUCTIONS.
REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL
SHEAR WALL HOLD DOWN - SEE TD PAGES
ALL SH
ATHING TO BE AS FOLLOWS:
SHEAR WALL HOLD DOWN - SEE TD PAGES
1. SHEATHING
SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORTALL
ON CENTER
DES GN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS,
T.
INCLUDING
PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHER
B
PER
ORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THAT
F
SPE
IFIED ON THESE PLANS. FOLLOW THE MOST STRINGENT SHEATHING
5/8" x 12" ATR
THICKNESS
REQUIREMENT. IF ROOF SHEATHING THICKNESS REQUIRED EXCEEDS
F
15/'-211,
USE 10d RING -SHANK NAILS.
F
2. ALL
SHEATHING TO BE APA OR TECO RATED.
B
3. ALL
ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS.
G
4. ALL
WALL SHEATHING PANEL EDGES TO BE BLOCKED w/ 2x SOLID MATERIAL.
O
5. NOMINAL
PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS:
D
a.
/16" ------ .437" THICKNESS - 24/16 SPAN RATING
L
b.
5/32" ------ .469" THICKNESS - 32/16 SPAN RATING
1 x 18 ATR
c.
9/32" ------ .594" THICKNESS - 40/20 SPAN RATING
(4) 10d COMMON x 1-1/2' TO STUD
d.
3/32" ------ .719" THICKNESS - 48/24 SPAN RATING
I
ATTAC
ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNER POSTS,
BHP
ETC. INCLUDING
MULTI -PLY STUD MEMBERS AS FOLLOWS:
6
1. 2x4
POST - (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF
4
CE
TERLINE OF POST.
3
2. 2x6
POST - (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD EDGE.
51
3. 2x8
POST - (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2)
P
ADDITIONAL
ROWS @ 8" o/c 1-5/8" OFF STUD EDGE.
(9) 10d COMMON x 1-1/2" TO STUD
FASTENWALL
SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" o/c OR
D
ATTAC
GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3
P.
PLIES
RE USED, CONNECT EACH OUTER PLY TO SHEATHING AS SPECIFIED.
N.O.
WHER
NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS
(8) 8d COMMON x 1-1/2" TOTAL
INDICATED
IN FBC TABLE 2304.9.1.
/o
ALL NAILS
SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS:
WM/F
a.
d - .131"x2-1/2" c. 12d - .148"x3-1/4"
8
b. �Ocl
- .148"x3" d. 16d - .162"x3-1/2"
FASTENERS
USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PER FBC
1506.
(NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS).
USE O
TETRA GRIP (.113"X2-3/8") NAILS TO FASTEN FLOOR SHEATHING IS ALLOWED
AS NOTED
BASED ON ESR -3071 DATED DECEMBER 2015.
CORRASION/DECAY RESISTANCE:
A.
ALL STRUCTURAL
MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN
SPANS FOR LINTELS SUPPORTING MASONRY VENEER
DIRECTGROUND
CONTACT TO BE PRESERVATIVE -TREATED WOOD CONFORMING TO
B.
AWPA
STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITH
C
SALT
R BRACKISH WATER).
B.
ALL STRUCTURAL
MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN
C.
EXPOSED
TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BE
D.
PRESE
VATIVE-TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 -
8'-0"
USE CATEGORY
UC3A.
C.
ALL INTERIOR
WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR
E.
MASO
RY TO CONFORM TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC1.
D.
ALL M
TAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT
F.
WITH
RESERVATIVE TREATED MATERIALS SHALL BE Z -MAX COATED, HOT DIPPED
b.
GALVANIZED,
STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR
NTACTTHIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN
COMPATIBILITY
WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANY
G.
MATERIAL
TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL
H.
REQUIRE
THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS.
G
THE USE
OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA
H
SHALL
REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND
3/8" x 4" ATR
CONN
CTORS.
E.
STAIN
ESS STEEL AND ZINC -PLATED FASTENERS AND CONNECTORS MAY NOT BE
M
COMBINED.
USE ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLY
MIN.
ZINC -PLATED
FASTENERS WITH ZINC -PLATED CONNECTORS.
F.
REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL
SHEAR WALL HOLD DOWN - SEE TD PAGES
PRODUCTS
USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR
SHEAR WALL HOLD DOWN - SEE TD PAGES
APPLI
ATIONS IS NECESSARY FOR CONTINUED, LONG-TERM PERFORMANCE.
rn��rma�
A.
ALL M
SONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402
SPANS FOR LINTELS SUPPORTING MASONRY VENEER
MASO
RY BUILDING CODE.
B.
CONC
ETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING
C
CONCRETE
MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM
ABOVE
COMP
ESSION STRENGTH OF 2000 psi (F'm=1500 psi).
C.
MORTAR
SHALL CONFORM TO ASTM C270 AND BE OF TYPE S.
D.
GROU
WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY
8'-0"
COMPRESSIVE
STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A SLUMP
DOUBLE SIDED SW4 SHEAR WALL -SEE FR PAGES
BETWEEN
8"-11".
E.
PROVI
E PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANS
L6x3-1/2x5/16 14'-0" 9'-6" 7'-0"
UNLESSNOTED
OTHERWISE.
F.
LAP ALL
VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25"
b.
FOR #
BARS. ALL 900 HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND
NTACTTHIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN
7-1/2"
FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE.
G.
ALL C
U TO BE RUNNING BOND CONSTRUCTION.
H.
BRICK
VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x 7/8"
G
CORRUGATED
AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES
H
SHALL
BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND
3/8" x 4" ATR
SHALL
BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIES
LL
SHALL
BE PLACED WITHIN 12" OF ALL WALL OPENINGS
A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER
LICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA.
B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S).
AN VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING
FO NDATION POUR OR FRAMING.
C. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN
THE"WIND DESIGN CRITERIA" SHOWN ON THIS SHEET.
D. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE LOADINGS SPECIFIED IN THE "TRUSS
ME BER DESIGN CRITERIA" SHOWN ON THIS SHEET.
E. ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24" o/c w/
(3) 131x3" TOENAILS/END.
F. REF R TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER
CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACTTHIS OFFICE IMMEDIATELY.
G. REF R TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS.
H. TR SS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS
HAVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS
SH ULD BE FOLLOWED.
TR SSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BR CING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE
FU CTIONS.
TO CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FR
SHE ETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP
CH RD OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY
OV RFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD
W/ 2) .131x3" NAILS.
K. BO OM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING
OR x4#3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD
OF HE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2)
.13 x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES.
L,
PEF MANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT
LO ATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING
BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2
BEL OW.
(1) 2x4 S.G. SPF 6"
DIAGO Al- BRACE FROM MAX.,,7
CONTINUOUS LATERAL I
BRACE 0 UNDERSIDE OF
TRU S TOP CHORD. T -BRACE
APPL OVER MIN. (3) 0 FASTENED TO WEB
45
TRUSSE @ EACH END OF I
EACH CONTINUOUS MAX. w/ .131x3" @ 6"
LATERA BRACE LINE AND O/C. T -BRACE TO
@ MAX. 20' INTERVALS BE SAME SIZE,
SPECIES AND
BE WEEN ENDS. GRADE AS WEB TO
2x4 G. SPF LATERAL BE BRACED.
BRAC . QUANTITY AND '
�i
LOC TION PER TRUSS
ENGINEERING.
OVER AP SPLICES OVER 6"
MI q. (2) TRUSSES. MAX.
-OPTION 1- -OPTION 2 -
CONTINUOUS LATERAL BRACING INDIVIDUAL WEB BRACING
A
i
ALLOWABLE
SPANS FOR LINTELS SUPPORTING MASONRY VENEER
SIZE
OF STEEL ANGLE
NO STORY
ONE STORY
TWO STORIES
C
G
ABOVE
ABOVE
j ABOVE
CONCRETE MASONRY UNIT
_ L3x3x1/4
6'-0"
4'-6"
3°-0°'
MONO SLAB @
L4x3x1/4
8'-0"
6'-0"
4'-6"
DOUBLE SIDED SW4 SHEAR WALL -SEE FR PAGES
L5x3-1/2x5/16
10'-0"
8'-0"
6'-0"
ENGINEER OF RECORD
L6x3-1/2x5/16 14'-0" 9'-6" 7'-0"
T.
2 -6x3 -1/2x5/16 20'-0" 12'-0" 9'-6"
I N OT S : - ---_ - -
a.LINTELS
SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4".
b.
LEG OF ANGLE SHALL BE PLACED INA VERTICAL POSITION.
c. �ONG
NTACTTHIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN
A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER
LICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA.
B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S).
AN VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING
FO NDATION POUR OR FRAMING.
C. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN
THE"WIND DESIGN CRITERIA" SHOWN ON THIS SHEET.
D. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE LOADINGS SPECIFIED IN THE "TRUSS
ME BER DESIGN CRITERIA" SHOWN ON THIS SHEET.
E. ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24" o/c w/
(3) 131x3" TOENAILS/END.
F. REF R TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER
CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACTTHIS OFFICE IMMEDIATELY.
G. REF R TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS.
H. TR SS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS
HAVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS
SH ULD BE FOLLOWED.
TR SSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BR CING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE
FU CTIONS.
TO CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FR
SHE ETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP
CH RD OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY
OV RFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD
W/ 2) .131x3" NAILS.
K. BO OM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING
OR x4#3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD
OF HE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2)
.13 x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES.
L,
PEF MANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT
LO ATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING
BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2
BEL OW.
(1) 2x4 S.G. SPF 6"
DIAGO Al- BRACE FROM MAX.,,7
CONTINUOUS LATERAL I
BRACE 0 UNDERSIDE OF
TRU S TOP CHORD. T -BRACE
APPL OVER MIN. (3) 0 FASTENED TO WEB
45
TRUSSE @ EACH END OF I
EACH CONTINUOUS MAX. w/ .131x3" @ 6"
LATERA BRACE LINE AND O/C. T -BRACE TO
@ MAX. 20' INTERVALS BE SAME SIZE,
SPECIES AND
BE WEEN ENDS. GRADE AS WEB TO
2x4 G. SPF LATERAL BE BRACED.
BRAC . QUANTITY AND '
�i
LOC TION PER TRUSS
ENGINEERING.
OVER AP SPLICES OVER 6"
MI q. (2) TRUSSES. MAX.
-OPTION 1- -OPTION 2 -
CONTINUOUS LATERAL BRACING INDIVIDUAL WEB BRACING
A
R
ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE
BF
!
FASTENERS
BEAM
C
ALTERNATIVE
CENTERLINE
C
G
CEILING
C
U
CONCRETE MASONRY UNIT
C
NT.
CONTINUOUS
C
MONO SLAB @
COVER SHEET
D11.
DEAD LOAD
D W4
DOUBLE SIDED SW4 SHEAR WALL -SEE FR PAGES
D W3
DOUBLE SIDED SW3 SHEAR WALL -SEE FR PAGES
E.
.R.
ENGINEER OF RECORD
E
T.
EXTERIOR
FEC
L/240
FLORIDA BUILDING CODE
FD--
3/8" x 6" ATR
FOUNDATION SHEET
F
D
FOUNDATION DETAIL SHEET
F
-OR-
--
FRAMING SHEET
FF
D
FRAMING DETAIL SHEET
G
8 :�j
SHEAR WALL HOLD DOWN - SEE TD PAGES
H
R
HEADER
3/8" x 4" ATR
T.
INTERIOR
LL
N/A
LIVE LOAD
M
X.
MAXIMUM
MIN.
(11) 8d OR (9) 10d COMMON x 1-1/2" / END
MINIMUM
O
2
SHEAR WALL HOLD DOWN - SEE TD PAGES
O
8
SHEAR WALL HOLD DOWN - SEE TD PAGES
O/C
5/8" x 12" ATR
ON CENTER
O
T.
OPTIONAL
O
B
ORIENTED STRAND BOARD
P
F
POUNDS PER CUBIC FOOT
p'I
5/8" x 12" ATR
POUNDS PER SQUARE INCH
P
F
POUNDS PER SQUARE FOOT
P1
F
PRESERVATIVE TREATED /PRESSURE TREATED (TREATED FOR OUTDOOR USE)
H DQ8
B
BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE
Q
G
GREEN QUICK TIE CABLE -SEE TD PAGES AND TDD DETAIL PAGE
Q
O
ORANGE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE
R
D
RAISED
S
L
STRUCTURAL COMPOSITE LUMBER (LSL, LVL, PSL)
S
1 x 18 ATR
STUD GRADE
Sl
(4) 10d COMMON x 1-1/2' TO STUD
GRADE #2 SPRUCE PINE FIR
5
I
STAINLESS STEEL
S
BHP
SHEAR WALL -SEE FR PAGES
S
6
SHEAR WALL -SEE FR PAGES
S
4
SHEAR WALL -SEE FR PAGES
S
3
SHEAR WALL -SEE FR PAGES
5
51
SHEAR WALL -SEE FR PAGES
S
P
GRADE #2 SOUTHERN YELLOW PINE
T
(9) 10d COMMON x 1-1/2" TO STUD
TIE DOWN SHEET
T
D
TIE DOWN DETAIL SHEET
--
SPH4/6/8
P.
--- ---------- -
TYPICAL
U
N.O.
UNLESS NOTED OTHERWISE
SC35
(8) 8d COMMON x 1-1/2" TOTAL
WITH
MP4F
/o
WITHOUT
WM/F
WELDED WIRE MESH/FABRIC
X
8
SHEAR WALL HOLD DOWN - SEE TD PAGES
P ABBREVIATIONS
HOLD DOWN CONNECTOR SCHEDULE 1, 2, 3, 4, 5, 6
z
w
FASTENERS
!
FASTENERS
CONNECTOR
ALTERNATIVE
ALTERNATIVE
BUILDING TYPE
H2.5 (AorT)
RT7A OR RT7
00Z
CLCL
SDWC15600
ATTACHMENT TO CONCRETE FOUNDATION
Ln
o
`n uj
= L1J
1
' ATTACHMENT
(
TO WOOD POST
INTERIOR WALL
MONO SLAB @
STEMWALL @
Ln 0
Q
L/360
(no slab edge)
EXTERIOR WALL
EXTERIOR WALL
=
(12) 10d COMMON x 1-1/2" / END
LGT2
LUGT2
20
(16) 16d SINKER x 3-1/4" TO TRUSS
L/360
L/240
(10) .148 „ x 3
3/8" x 4" ATR
3/8" x 6" ATR
3/8" x 6" ATR
LTT20B
N/A
OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET:
-OR-
-OR-
-OR-
WALL (FLEXIBLE FINISH)
ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED
NAILS
3/8"x6" TITEN HD
3/8"x6" TITEN HDI
3/8"x6" TITEN HD
PANEL) SYSTEMS.
(30) 16d SINKER x 3-1/4 TO PLATE/POST
(8)1/4 It x1-1/2"
3/8" x 4" ATR
3/8" x 6" ATR
3/8" x 6" ATR
DTT2Z
N/A
SDS SCREWS
-OR-
-OR-
-OR-
CS18-200
(11) 8d OR (9) 10d COMMON x 1-1/2" / END
CS16
3/8"x6" TITEN HD
3/8"x6" TITEN HD
3/8"x6" TITEN HD
HTT4
HTT4
(18) .162 x 2-1/2"
5/8" x 6" ATR
5/8" x 12" ATR
5/8" x 15" ATR
MS24
(7) 10d COMMON x 1-1/2" / END
NAILS
MSTA24
MS24
(9) 10d COMMON x 1-1/2" / END
13
HTT5
HTT5
(26) .162 x 2-1/2"
5/8" x 6" ATR
5/8" x 12" ATR
I 5/8" x 15" ATR
Q
(25) 16d COMMON x 3-1/2" / END
NAILS
KTS260
F
(34) 16d COMMON x 3-1/2" / END
H DQ8
U PH D8
(20)1/4 If X3 If
7/8" x 8" ATR
7/8" x 16" ATR
7/8" x 16" ATR
(4) 10d COMMON x 3" TO PLATE
SDS SCREWS
(6) 10d COMMON x 3" TO STUD
HDU14
UPHD14
(36)1/4 It x2-1/2"
1t1 x 10" ATR"
�
1 x 18 ATR
1 x 20 ATR
OO
(4) 10d COMMON x 1-1/2' TO STUD
SDS SCREWS
W
I
(3) 10d COMMON x 1-1/2" TO DOUBLE PLATE
HOLD-DOWN NOTES:
1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN.
2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR
ALL HOLD DOWNS SPECIFYING A 3/8" ATR.
3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL
HOLD DOWNS SPECIFYING A 5/8" ATR.
4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL
HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR.
5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING
SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD
DOWN TO POST. FILL ALL HOLES.
FRAMING CONNECTOR SCHEDULE
SIMPSON
USP
QT
!
FASTENERS
CONNECTOR
ALTERNATIVE
ALTERNATIVE
BUILDING TYPE
H2.5 (AorT)
RT7A OR RT7
HA4
(5) 8d COMMON x 1-1/2" / END
SDWC15600
MEAN ROOF HEIGHT
FMFF006
N/A
H8
RT8A
L/240
(5) 10d COMMON x 1-1/2" / END
MTS12
MTW12
L/360
(7) 10d COMMON x 1-1/2" / END
HTS20
HTW20
15
(12) 10d COMMON x 1-1/2" / END
LGT2
LUGT2
20
(16) 16d SINKER x 3-1/4" TO TRUSS
L/360
L/240
ATTIC CEILING (NO STORAGE)
(14) 16d SINKER x 3-1/4" TO PLATE/POST
LGT3
LUGT3
L/240
(12)1/4 11 x2-1/2" SDS SCREWS TO TRUSS
OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET:
* THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR
L/360
(26) 16d SINKER x 3-1/4" TO PLATE/POST
WALL (FLEXIBLE FINISH)
ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED
OVER THE ENTIRE SPAN.
(16) 1/4"x3" SDS SCREWS TO TRUSS
LGT4
LUGT4
PANEL) SYSTEMS.
(30) 16d SINKER x 3-1/4 TO PLATE/POST
CS22
RS300
CS20-250
(7) 8d OR (6) 10d COMMON x 1-1/2" / END
CS20
RS250
CS20-250
(8) 8d OR (7) 10d COMMON x 1-1/2" / END
CS18
RS200
CS18-200
(11) 8d OR (9) 10d COMMON x 1-1/2" / END
CS16
RS150
CS16-150
(16) 8d OR (14) 10d COMMON x 1-1/2" j END
MSTA12
MSTA1.2 o
LS12
(5) 10d COMMON x 1-1/2" / END
MSTA18
MSTA18
MS24
(7) 10d COMMON x 1-1/2" / END
MSTA24
MSTA24
MS24
(9) 10d COMMON x 1-1/2" / END
13
MSTA36
MSTA36
MS36
10d COMMON x 1-1/2" END
MST48
KST248
Q
(25) 16d COMMON x 3-1/2" / END
MST60
KTS260
F
(34) 16d COMMON x 3-1/2" / END
Ll
ul
(6) 10d COMMON x 3" TO STUD
SP1
SPT22
(4) 10d COMMON x 3" TO PLATE
<.111
(6) 10d COMMON x 3" TO STUD
SP2
SPT24
(6) 10d COMMON x 3" TOPLATE
�
�
OO
(4) 10d COMMON x 1-1/2' TO STUD
SSP
W
I
(3) 10d COMMON x 1-1/2" TO DOUBLE PLATE
Q
J
J
(1) 10d COMMON x 1-1/2" TO SINGLE PLATE
ko
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(8) 10d COMMON x 1-1/2" TO STUD
DSP
a
(6) 10d COMMON x 1-1/2" TO DOUBLE PLATE
(2) 10d COMMON x 1-1/2" TO SINGLE PLATE
,
(9) 10d COMMON x 1-1/2" TO STUD
TSP
LFTA6
(6) 10d COMMON x 1-1/2" TO DOUBLE PLATE
SPH4/6/8
SPTH4/6/8
(12) 10d COMMON x 1-1/2" TOTAL
A34
MP34
SC35
(8) 8d COMMON x 1-1/2" TOTAL
LTP4
MP4F
SC35F
(12) 8d COMMON x 1-1/2" TOTAL
MEMBER CONNECTION DETAILS
a�
HIP ROOF
- FOLLOW "END ZONE" -
NAILING REQUIREMENTS
NOTED ON ROOF
SHEATHING SCHEDULE.
Y
MAIN ROOF BODY
FOLLOW "INTERIOR ZONE"
NAILING REQUIREMENTS
NOTED ON ROOF
SHEATHING SCHEDULE.
GABLE ROOF
4" o/c NAILING TO
WITHIN 4' OF EACH GABLE
END, SEE DETAIL L/FRD.
TYPICAL ROOF ZONE NAILING REQUIREMENTS
GENERAL DESIGN CRITERIA
BUILDING CODE 12017 FBC - RESI DENTIALA
WIND DESIGN CRITERIA
DESIGN GUIDE
ASCE 7-10
WIND SPEED (VULT)
130 mph
WIND SPEED (VASD )
101 mph
EXPOSURE CATEGORY
C
BUILDING TYPE
ENCLOSED
RISK CATEGORY
II
TOPOGRAPHY
FLAT
MEAN ROOF HEIGHT
< 30'
SOLID SAWN MEMBER DESIGN CRITERIA
USE
L. L.
D. L.
L. L. A
T. L.
ROOF' (SHINGLE)
20
7
L/240
L/180
FLOOR (ROOMS)
40
15
L/360
L/240
FLOOR (DECKS)
40
15
L/360
L/240
FLOOR (GAME ROOMS)
60
15
L/360
L/240
FLOOR (BALCONIES)
60
15
L/360
L/240
ATTIC CEILING (STORAGE)
20
5
L/360
L/240
ATTIC CEILING (NO STORAGE)
10
5
L/360
L/240
WALL (BRITTLE FINISH)
OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET:
* THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR
L/360
><
WALL (FLEXIBLE FINISH)
ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED
OVER THE ENTIRE SPAN.
L/180
MAX. 16" o/c.
a. ROOF MEMBERS HAVE NOT BEEN DESIGNED TO SUPPORT
PHOTOVOLTAIC (SOLAR PANEL) SYSTEMS.
TRUSS MEMBER DESIGN CRITERIA
WIND-BORNE DEBRIS CLASSIFICATION
NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE
DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED.
TIE -DOWN DESIGN TYPE
ATR/QT SYSTEM
DESIGN (C&C) PRESSURES
SURFACE
OPENING SIZE OR
TRIBUTARY AREA IN
SQUARE FEET
L. L.
T.L.
MEMBER
L.L.D.L.
WINDOWS
DOORS
WALLS
0-20
25.6 27.7
25.6 34.2
21-50
24.5 26.7
Q
51-100
ROOF TOP CHORD (SHINGLE)
20
7
L/240
L/180
ROOF BOTTOM CHORD
10a,b
5
L/240
L/180
FLOOR TOP CHORD
40 c
10
L/360
L/240
FLOOR BOTTOM CHORD
0
5
L/360
L/240
a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE
LOAD REQUIREMENTS.
b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE) WHEN TWO OR
MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND
ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR
GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM
OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET:
* THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR
FRAMED OPENING.
* THE BOTTOM CHORD PITCH IS < 2/12.
* BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF
ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED
OVER THE ENTIRE SPAN.
c. INCREASE GAME ROOM LIVE LOADING TO 60 psf AND SPACE TRUSSES @
MAX. 16" o/c.
d. TRUSSES HAVE NOT BEEN DESIGNED TO SUPPORT PHOTOVOLTAIC (SOLAR
PANEL) SYSTEMS.
WIND-BORNE DEBRIS CLASSIFICATION
NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE
DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED.
TIE -DOWN DESIGN TYPE
ATR/QT SYSTEM
DESIGN (C&C) PRESSURES
SURFACE
OPENING SIZE OR
TRIBUTARY AREA IN
SQUARE FEET
INTERIOR
ZONES
END
ZONES
N (-)
N (-)
WINDOWS
DOORS
WALLS
0-20
25.6 27.7
25.6 34.2
21-50
24.5 26.7
24.5 32.1
51-100
23.0 25.1
23.0 29.0
101-200
21.7 23.8
21.7 26.7
201-500
20.6 22.8
20.6 24.3
> 500
19.1 21.2
19.1 21.2
SOFFITS
ALL
125.6 1 27.7
25.6 34.2
VERSION 5.1
Lhi 1
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751)
JOB NUMBER
J14300
SHEET
CS
7PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
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NOTE: THIS PLAN IS TO BE USED FOR
STRUCTURAL FOUNDATION REQUIREMENTS
AND INTERIOR BEARING FOOTING
LOCATIONS. REFER TO THE ARCHITECTURAL
PLAN FOR SLAB DIMENSIONS.
El
101-3"
NOTE
O REFER TO DETAIL
1/ DD FOR ALL
EXTERIOR PERIMETER
FOOTINGS.
II
10' -9"
HEADER COURSE w/
(1) #4 HORIZONTAL,
a` GROUT SOLID.
8" CMU. GROUT
ij
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INTO FOOTING AND 12"
INTO HEADER COURSE.
D (BOTTOM)
E (BOTTOM)
GRADE
N
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A B C D E
<_ 8'-0" 36" #4's @ 24"
o/c
#4's @ 16"
o/c
(4) #4's
<_ 7'-0" 36" #4's @ 32"
o/c
#4's @ 16"
o/c
(4) #4's
<_ 6'-0" 24" #4's @ 32"
o/c
#4's @ 16"
o/c
(3) #4°s
<_ 5'-0" 24" #4's @ 48"
o/c
#4's @ 16"
o/c
(3) #4's
� DETAIL A/FD1
OREFER TO DETAIL 2/FDD
3� ALL FLAT
ORK CONTAINED WITHIN THE BEARING FOOTINGS
4� SAWCUT FLAT WORK IN 15'x15' 5 CERTAIN EMBED STRAPS 6
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FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR
FOR ALL EXTERIOR
SHOWN T
BE A 4 CONC. SLAB REINFORCED W/ EITHER 6x6
��
GRID, 1 DEEP WHILE CONCRETE REQUIRE ADDITIONAL
FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE
PERIMETER FOOTINGS
10/10 WW—.
OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER
IS WORKABLE (WITHIN 12 FOUNDATION
PENETRATION. FOR CHASE PENETRATIONS OF
WITH CURB/PEANUT WALL.
TERMITE
ATED, CLEAN, COMPACTED FILL.
HOURS OF PLACEMENT). REINFORCEMENT.
STEMWALLS, GROUT SOLID AROUND CHASE.
SEE SHEET FDD FOR
FOUNDATION DETAILS
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300
PRIOR VERSION DATES
SHEET
FD 1
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
A. MU
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PRIOR VERSION DATES
SHEET
FD 1
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
A. MU
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��;•'\GENS
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No 00
OF
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9/1 1 /1 B
OPTIONAL CONCRETE PEDESTAL
TO ELEVATE PORCH COLUMNS.
MIN. WIDTH = 6". OPTIONAL CONCRETE PEDESTAL
TO ELEVATE PORCH COLUMNS.
AX HEIGHT= 8".
VARIES
MAX. 20
OPTIONAL PEDESTAL DETAIL
G I11=111 -T-
-12
CONTINUOUS 8" FOOTING —PAD FOOTING SHOWN BEYOND
w/(1) #4 or #5 CONT. FOR BEARING POSTS. SEE PLAN
FOR SIZE AND LOCATION.
MONOLITHIC PORCH EDGE DETAIL
OPTIONS: STEMWALL DETAIL 4
OPTIONAL CONCRETE PEDESTAL
TO ELEVATE PORCH COLUMNS.
MIN. WIDTH = 6". OPTIONAL CONCRETE PEDESTI
TO ELEVATE PORCH COLUMNS
MAX HEIGHT= 8".
Zi
OPTIONAL PEDESTAL DETAIL
SEE DETAIL 1-STEMWALL
FOR WALL REQUIREMENTS
PAD FOOTING SHOWN
11 T BEYOND FOR BEARING POSTS.
1t 1111 SEE PLAN FOR SIZE AND
GRADE 11
LOCATION.
FOLLOW DETAIL 1-STEMWALL REQUIRE IV ENTS
STEMWALL PORCH EDGE DETAIL (MAX. 5 CDURSES)
4
OPTIONS: MONOLITHIC DETAIL 4
STEP u a d4
450
All -
1 ;III -STEP + 2
NON-BEARING STEP DOWN DETAI
FINISH FLOOR ELEVATION
EXPANSION JOINT
ELEVATION OF POOL DECK
POOL DESIGN BY OTHERS
ell
13
0 0
TYPICAL LOAD BEARING
FOOTING, TEMWALL
SHOWN, MONOLITHIC
APPLIES AS WELL.
TYP. FOOTING IN PROXIMITY TOP OL
THIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING
IS IN PROXIMITY TO POOL.
MONOLITHIC BEARING STEPS DOWN DETAIL
OPTIONS: STEMWALL DETAIL 3
CHAIR BLOCK w/ (1) #4
OR #5 CONT.
VARIES, SEE ARCH.
4" CONCRETE SLAB
Ell
III -1111 ,I 8" CMU w/ #4 Of
OPTIONAL CONCRETE S11�111_
TO BE
CH SIDE OF EACH
FOOTING ELEVAI
ION CHANGE AND
BUILT UP TO FINISH Fill
OOR
=10f'=1! 12" INTO SLAB. C
0
ROUT
CENTER FOOTING ON LOADELEVATION
BEARING WALL ABOVE.
(MAX HEIGHT = 4" FOR 4'
WIDTH)
AS FOLLOWS:
CENTER OF
WALL ABOVE.
or (2) #5s
(MAX HEIGHT = 8" FOR 6'
WIDTH)
(FOR BRICK VENEER, ADD 4"T
I
0 FOOTING WIDTHS SHOWN)
11
VARIES, SEE ARCH. I
4" CONCRETE SLAB
WITH UPPER STEEL.
r + -1
-
j - 1
GRADE
4500
50 Ell WIF-11 j
—111 -450
11 FLI II
1, x0l
''III,_-
45°-il I=
8
2 MIN.
Fri,
811
_L1
It 777-77,
OPTIONAL 8"x8" BRICK
CONTINUOUS FOOTING AS FOLL
WS: —
CONTINUO L
S MONOLITHIC EXTERIOR
LEDGE w/ (1) #4 OR #5
1 -STORY: 16" WIDE w/ (2) #4 or
2 20" WIDE
2) #5s
2
OPTIONOPTION
1 -STORY: 12"
WIDE w/ (2) #4 or (2) #5's
-STORY: w/ (3) #4 or
2) #5's
i
a
MONOLITHIC BEARING STEPS DOWN DETAIL
OPTIONS: STEMWALL DETAIL 3
CHAIR BLOCK w/ (1) #4
OR #5 CONT.
VARIES, SEE ARCH.
4" CONCRETE SLAB
Ell
III -1111 ,I 8" CMU w/ #4 Of
#5 VERTICALS @
EACH CORNER, Eo
CH SIDE OF EACH
FOOTING ELEVAI
ION CHANGE AND
4811 o/c THEREAF
ER, BEND MIN.
=10f'=1! 12" INTO SLAB. C
0
ROUT
REINFORCED CEL
S SOLID.
CONTINUOUS STRIP FOOT IN
AS FOLLOWS:
1 -STORY: 16" WIDE w/ (2) #,
or (2) #5s
2 -STORY: 20" WIDE w/ (3) #
or (2) #5's
(FOR BRICK VENEER, ADD 4"T
I
0 FOOTING WIDTHS SHOWN)
D3 -STEMWALL BEARING STEP D, PWN DETAIL
OPTIONS: MONOLITHIC DETAIL 3
�i �i Fi�LFi X
SLOPE FOR DRAINAE OR S
PROVIDE 3/4" RECE
CONTINUOUS FOP ING w/ (1)
#4 or #5 CONT.
THICKENED EDGE @ 3*'E OPENING
(1) #4 or #5 CONTINUOUS
@ 3" FROM TOP.
6"MIN,
CONCRETE
CURB TO BE BUILT UP
TO FINISH
:LOOR ELEVATION
#4 or #5 VERTICALS @
(MAX HEI C
HT = 3011).
4811 o/c BEND INTO
FOOTING & LAPPED 611
4" CONCRETE SLAB
WITH UPPER STEEL.
Ln — 11
-4
GRADE
50 Ell WIF-11 j
-7T
811
OPTIONAL 8"x8" BRICK
CONTINUO L
S MONOLITHIC EXTERIOR
LEDGE w/ (1) #4 OR #5
FOOTING AS
FOLLOWS:
CONTINUOUS.
1 -STORY: 12"
WIDE w/ (2) #4 or (2) #5's
2 -STORY: IF WIDE w/ (3) #4 or (2) #!-)Is
10 MONO DETAIL ELEVATE, CURB
CONCRETE CURB TO BE BUILT UP
TO FINISH FLOOR ELEVATION
(MAX HEIGHT = 4" FOR 4" WIDTH)
(MAX HEIGHT = 8" FOR 6" WIDTH)
F— 4" CONCRETE SLAB
8" MIN. 4
1
20" MAX.
GRADE 5
I ;;p, A 0
I 1 1111111-1 77T T
7 7 77, 7
11 --1 MIN
, 1 -I 1111 -1
OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR
LEDGE w/ (1) #4 OR #5 FOOTING AS FOLLOWS:
CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5s
2 -STORY: 16" WIDE w/ (3) #4 or (2) #5s
MONOLITHIC EXT. FOOTING DETAIL CURB
OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10
HEADER COURSE w/
(1) #4 OR #5 CONT.
8" CMU w/ #4 OR #5 VERTICALS @ EACH MAX PROJECTION OF CMU
CORNER, EACH SIDE OF EACH FOOTING ABOVE SLAB = 16"
ELEVATION CHANGE AND 48" o/c
THEREAFTER. BEND MIN. 12" INTO HEADER 4" CONCRETE SLAB
COURSE. GROUT REINFORCED CELLS SOLID.
51
G RADE !
11 11 [��
'r7 77 1211
l�� I [MIN. 10
F1 I I 1
J-1 I I I I —
CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS:
1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's
2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's
(FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN)
STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES)
OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10
CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES
00
%
LOCATE ONE 2411 #4
OR #5 REBAR WITHIN
1/2" MIN.
EMBEDMENT
LINE
4" CONCRETE SLAB
8 MIN < A
2011 MAX. I I F—I, LI
-L, I IL
Ed 1112... MIN. I I
rr4
I 111_
OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR
FOOTING AS FOLLOWS:
LEDGE W/ (1) #4 OR #5
CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's
2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's
1E
III -III -1
MONOLITHIC EXT. FOOTING DETAIL
OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9
4" CONCRETE SLAB
CHAIR BLOCK w/ (1) #4 1
OR #5 CONT.
- J!, =—I I 1- 8" CMU w/ #4 OR #5 VERTICALS @
EACH CORNER, EACH SIDE OF EACH
GRADE FOOTING ELEVATION CHANGE AND
48if o/c THEREAFTER. BEND MIN.
7 1
1111 I 1=1 I 1 1211 �:lll � In
4
:1
�
_MIN.0
l ;,I I I I I I1I 12" INTO SLAB. GROUT
REINFORCED CELLS SOLID.
CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS:
1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's
2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's
(FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN)
LOCATE ONE 2411 LOCATE ONE 2411
#4 OR #5 REBAR #4 OR #5 REBAR
WITHIN HATCHED WITHIN HATCHED
AREA. AREA.
SHEAR CONE. (1) STHD14 @ EA. END OF WALL. IF
GARAGE CURB EXCEEDS 8", USE STHD RJs
MONOLITHIC
FOUNDATION
EMBED STRAP{S} @GARAGE OPENING DETAIL
DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN.
(1) #4 or #5 CONTINUOUS
STEMWALL DETAIL (MAX. 5 EXPOSED COURSES)
OPTIONS: MONOLITHIC DETAIL I OR ELEVATED MONO DETAIL 9
CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES
(1) STHD14RJ @ EA.
END OF WALL
STEMWALL FOUNDATION
(UP TO 2 -COURSES)
MSTCM40 w/ (14)
1/4"x2-1/4" TITENS
CMU/FOOTING AN[
16d SINKERS TO FR)
STEMWALL FOUNDATION
(OVER 2 -COURSES)
@ 3" FROM TOP.4" CONCRETE SLAB
#4 or #5 VERTICALS @ EACH
CORNER, EACH SIDE OF ELEVATION 4A
CHANGE, & 48" o/c THEREAFTER.
T,
BEND MIN. 12ii I
" INTO SLAB. 8 MIN.
48" MAX.
4" CONCRETE SLAB
III -
GRADE
7 =
7M7 111 12" MIN. 0
*4. 45
7
12" MIN. L _
III—IlA II= I =11 L
.. -7111-
liL
� M
I 1_1 I 1=1 CONTINUOUS FOOTING AS FOLLOWS:
OPTIONAL 8ifx8" BRICK —CONTINUOUS MONOLITHIC EXTERIOR 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's
LEDGE W/ (1) #4 OR #5 FOOTING AS FOLLOWS: 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's
CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5s
2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's
ELEVATED MONOLITHIC EXT. FOOTING DETAIL
INTERIOR BEARING FOOTING DETAIL
M
0
N
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L
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M
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A
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MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J 1 4300
—
DER
0
PRIOR VERSION
SHEET
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
NN A. A41j
Soo
1. 4:12 0
00
No 64010
TE 0
ON At-
i
a
PRIOR VERSION
SHEET
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
NN A. A41j
Soo
1. 4:12 0
00
No 64010
TE 0
ON At-
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
SW6-012
SW6-012
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
4x4 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU44 @ BASE.
4x4 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU44 @ BASE.
SW6-G38
2pI�POST
EA TRU
WALL STUDS
BM2
END
POST
ALL EXTERIOR
FRAME
STUDS
WALLS TO BE
w/ MIN. 2x6 #2 SPF
@ 16" o/c, U.N. 0.
SHINGLE
7/16"
2ply POST
8d RING SHANK
METALI
15/32"
EDGE
FIELD
@ BEAM.
2x
#2 S
LEDG
6" o/c
V)
4" o/c
4" o/c
V/1211
ACHE
TO EAI
CC.A
m
411/1211
2ply
TR
SS EN
VERTI(
o
SWS1
7/16" STRUCTURAL 1
RATED OSB1,2
w/
(2)2x
1
J
411
/ 12"4ply
SYP
DSW3
(2)24-1
311/1211
5ply
SYP
i i
1 1 1 2 2 3 1 1 2 3 5
(2),4q
-1-CO
TINUOFS
1.
ONLY ONE (1) KING STUD REQUIRED FOR ALL
U
■
INTERIOR OPENINGS.
2.
STUD COUNT MAY BE REDUCED IF FRAMED
SOLID TO ADJACENT EXTERIOR WALL CORNER.
IZ
3.
USE WIDTH OF TOTAL OPENING FOR
i r
— —
2 j> tJ
K POS
BETW
EN
cn
Od
I I
II
EACH
IND
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DERSI E OF TRUSS. USE
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(2 ) 2x
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---
---
---
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
4x4 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU44 @ BASE.
4x4 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU44 @ BASE.
SW6-G38
2pI�POST
EA TRU
if+
co
x
2plyCK PO BE EN
EAC WIND W/DO IR.
(2)2 -1-CO TINUO S
1s1t FLOOR
EXTERIOR
WALL STUDS
BM2
END
POST
ALL EXTERIOR
FRAME
STUDS
WALLS TO BE
w/ MIN. 2x6 #2 SPF
@ 16" o/c, U.N. 0.
SHINGLE
7/16"
2ply POST
8d RING SHANK
METALI
15/32"
EDGE
FIELD
@ BEAM.
2x
#2 S
LEDG
6" o/c
V)
4" o/c
4" o/c
V/1211
ACHE
TO EAI
CC.A
m
411/1211
2ply
TR
SS EN
VERTI(
3ply
SWS1
7/16" STRUCTURAL 1
RATED OSB1,2
w/
9) .13
3" NAI
J
411
/ 12"4ply
SYP
DSW3
DOUBLE SIDED SW3
7/16" RATED OSB
311/1211
if+
co
x
2plyCK PO BE EN
EAC WIND W/DO IR.
(2)2 -1-CO TINUO S
1s1t FLOOR
EXTERIOR
WALL STUDS
END ZONES
END
POST
ALL EXTERIOR
FRAME
STUDS
WALLS TO BE
w/ MIN. 2x6 #2 SPF
@ 16" o/c, U.N. 0.
SHINGLE
7/16"
SW6-G38 SW6-G38
4x4 #2 SYP PT POST 4x4 #2 SYP PT POST I I
I I
■ 1• ` @ PORCH HDR w/ @ PORCH HDR w/
(1) ABU44 @ BASE. (1) ABU44 @ BASE.
(2)2x -2 (2) 10-2 ■
i— -- --- --------------
-- -- --- ---
■ ( 2x8 (2)2x ( )2x8 _J-7► I
■ I I
' i I x6 #2 YP LE ER I i
TTAC D TO ACH x ► i
TUD (5) .1 1x3
AILS.
I I I I
I I I
I I
----- ----- ------ I
I I \�� (2)2x6 -1 -CONTINUOUS — -- —
_ x_ r-1 I I I
_
v I I EACH WINDOW/DOOR. x
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v
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----- I {
q
rx
----- v { I FR2
L6 I I I
SW6HP-B38
BEAM SCHEDULE
BM1 (2)1-3/411 x20" LVL (2.OE)
BM2 (2)1-3/4 11 x20" LVL (2.OE)
BM3 (2) 1-3/4"x9-1/4" LVL (2.OE)
n�!������t����i�����
� I
(2)2x41
■
■..........r
GARAGE DOOR D.P.
+23.0 / -26.6
GARAGE DOOR D.P.
+23.0/ -26.6
FRAMING PLAN
SCALE: 1/6"=1•0'•
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
END ZONES
END
POST
ZONES
7/16" RATED 05131.2
SHINGLE
7/16"
8d RING SHANK
8d RING SHANK
METALI
15/32"
EDGE
FIELD
EDGE
FIELD
TILE
15/32"
6" o/c
12" o/c
4" o/c
4" o/c
V/1211
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
MANUFACTURER ALLOWS PER FLORIDA PRODUCT
APPROVAL.
WALL SHEATHING
ALL SHEATHED WALLS TO BE TIED IN TO
ROOF/FLOOR SYSTEM ABOVE PER DETAIL
A/FRD (ROOF) OR B/FRD (FLOOR).
SHEAR WALL ID, REFER TO
WALL SHEATHING SCHEDULE
(FR PAGES) AND TO STUBBIE SW6 - 012
SPACING SCHEDULE (TD PAGES)
SHEAR WALL HOLD DOWN TO
BE PLACED @ EACH END OF - — — — — — — -
SHEAR WALL. REFER TO HOLD TYPICAL
DOWN SCHEDULE (TD PAGES) I SHEARW LLL
FOR HOLD DOWN OPTIONS. L CALLOUT
ID
SHEATHING
OPTIONS
8d NAILING
EDGE/FIELD)
END
POST
EXTERIOR
WALLS w/
NO ID
7/16" RATED 05131.2
6" / 12"
1ply
5/16" HARD1-PANEL2
6" / 6"
3/8SMARTSIDE 2
611/6"
SW6HP
7/16" RATED OSB1,2
6" / 12"
1ply
5/16" HARDI-PANEL!
611/61'
3/8" SMARTSIDE2
4'1/611
SW6
7/16" RATED OSB la
V/1211
2ply
SW4
7/16" RATED OSB 1�
411/1211
2ply
SW3
7/16" RATED OSB 1'2
311/12"
3ply
SWS1
7/16" STRUCTURAL 1
RATED OSB1,2
311/1211
/ 12„
4ply
SYP
DSW4
DOUBLE SIDED SW4
7/16" RATED OSB
411
/ 12"4ply
SYP
DSW3
DOUBLE SIDED SW3
7/16" RATED OSB
311/1211
5ply
SYP
IV V I t.),:
1. EXTERIOR STUCCO FINISH REQUIRES ONE:
a. 7/16" SHEATHING GRADE ORIENTED WITH
THE LONG DIMENSION PERPENDICULAR TO
THE WALL STUDS.
b. 15/32" SHEATHING GRADE.
c. 7/16" STRUCTURAL 1 GRADE.
2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c
STUDS REQUIRE THE WALL SHEATHING (7/16"
or 15/32" OSB) TO BE INSTALLED
HORIZONTALLY WITH THE LONG
DIMENSION PERPENDICULAR TO THE STUDS.
HARDI-PANEL AND SMARTSIDE NOT ALLOWED
WITH 24" o/c FRAMING.
STUD WALL LEGEND
■ = 2x4 #2 SPF @ 16" o/c.
®= 2x4 #2 SPF @ 12" o/c.
= 2x6 #2 SPF @ 24" o/c.l
®= 2x6 #2 SPF @ 16" o/c.
®= 2x8 #2 SPF @ 16" o/c.
®
=OTHER, SEE PLAN
1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL
SHEATHING SCHEDULE.
HEADERS
KING STUDS
# OF PLIES
REFER TO
DIMENSIONED INDICATE WALL
SCHEDULE BELOW
(2)2x6-
IFOR KING STUDS,
L
U.N.O.RAISED
NOMINAL SIZE OF
HDR IF
HEADER (#2 SYP, U.N.O.)
LABELED "RSD".
NUMBER OF JACK
CONTINUOUS IF
STUDS EACH SIDE
LABELED "CONT".
END -ZONES
KING STUDS
CORNERS IDENTIFIED &
DIMENSIONED INDICATE WALL
MAX. OPENING WIDTH
N
PLATE
NON -STUCCO FINISH STUCCO FINISH
cn
HT
4' 6' 8' 12'16'18' 4' 6' 8' 12' 16'
18'
J
8'R
1 1 1 2 2 3 1 2 2 4 5-
■
9'R
1 1 2 3 4 4- - - - -
_
X
10'R
1 2 2 4 5 -
U
W
Q
8'R
1 1 1 1 1 1 1 1 1 1 1
1
<
9'R
1 1 1 1 1 1 1 1 1 1 2
2
kD
10'R
1 1 1 1 2 2 1 1 1 2 2
3
r-412'
R
1 1 1 2 2 3 1 1 2 3 5
5
NOTES:
1.
ONLY ONE (1) KING STUD REQUIRED FOR ALL
U
INTERIOR OPENINGS.
2.
STUD COUNT MAY BE REDUCED IF FRAMED
SOLID TO ADJACENT EXTERIOR WALL CORNER.
IZ
3.
USE WIDTH OF TOTAL OPENING FOR
Z
J
CONTINUOUS HEADERS.
END -ZONES
CORNERS IDENTIFIED &
DIMENSIONED INDICATE WALL
um
SEGMENTS WHERE END -ZONE ■
PRESSURES SHALL APPLY TO
oW
COMPONENTS& CLADDING. ALL
5`-0"
■
OTHER AREAS MAY USE
U
■
INTERIOR -ZONE PRESSURES FOR
■
Z
COMPONENTS & CLADDING.
11
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300 3
FRVERSION DATES
SHEET
�R 1
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
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FRVERSION DATES
SHEET
�R 1
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
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No 64010 ••:
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9/1 1 /1 B
2x8 #2 SYP LEDGER
ATTACHED TO EACH
STUD w/ (7) .131x3"
NAILS.
(1) SDWC15600
@ EACH RAFTER
TO HDR.
410 #2 SYP H DR, NOTCH -
POST/HDR 1-3/4" @
INTERSECTION AND ATTACH
w/ (2) 1/2" THROUGH BOLTS.
4x4 SYP POST.
LOCATE (1) JOIST EACH SIDE
OF EACH 4x4 AND ATTACH TO
POST w/ (4) .131x3" NAILS.
2x8 FLOOR J O I STS @ 16" o/c w/
(1) SDWC15600 TO EACH
INTERSECTING 46 JOISTS.
6x8 #2 SYP HORIZONTAL
SEAT 6x6 MIN 1" INTO 6x8 -
HORIZONTAL AND ATTACH w/
(1)7/8 "x8" LAG SCREWS.
2x6 RAFTERS
@ 24" o/c
V
A
6x6 #2 SYP ANGLE
SEATED MIN 1" INTO 6x8
ABOVE/BELOW.
6x8 VERTICAL
#2 SYP
SEAT 6x6 MIN 1" INTO 6x8 -
VERTICAL AND ATTACH w/ (1)
7/8"x8" LAG SCREWS.
0
- (3) EQ. SPACED 4x6 #2 SYP
JOISTS. ATTACH TO EACH
INTERSECTING BRACKET w/ (2)
SDWC15600 SCREWS.
ATTACH LEAD JOIST TO EACH
INTERSECTING TRUSS w/ (2)
1/4"x6" SDS SCREWS.
HALF LAP EACH
6x8's AND FASTEN
w/ (2) 1/2"
THROUGH BOLTS.
(3)5/8 "x10" LAG SCREWS
RECESSED 2-1/4" INTO
6x8 VERTICAL.
- PROVIDE 4ply 2x6 POST @
EACH BRACKET ATTACH POST
TO TOP PLATE w/ MIN. (10)
.131x3" TOENAILS.
I BALCONY DETAIL A/ R2 I
00
m
m
LO
Ln
I-ItA 1111 A- I
===IN
smommmmons
i
SW6-G38
(2)2x6 -1. -CON Nuou ;
2 ly JAC POST ETWE N ■
■
CH W NDO /DOO ,
�� � I I I■
N 1 Il�
I
00
m
II II � I
F_ 14
L
— --
-ITL—
I I I � it II
2nd FLOOR_'I
EXTERIOR WALL STUDS
ALL EXTERIOR WALLS TO BE
FRAMED w/ MIN. 2x6 #2 SPF
STUDS @ 16" o/c, U.N. 0.
f
a
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
FRAMING PLAN
SCALE: 1/0"=1'-0"
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
END TRUSS.
ATTACH
ZONES
7/16" RATED OSB 1,2
BOTTOM.TOP
HORD TO
8d RING SHANK
8d RING SHANK
EACH INTERSECTING
STUD
EDGE
FIELD
w/ (2).131x3"
NAILS.
TI LE
15/32"
6" o/c
12" o/c
4" o/c
4" o/c
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
MANUFACTURER ALLOWS PER FLORIDA PRODUCT
APPROVAL.
7/16" RATED OSB 1,2
411/1211
2ply
SW3
7/16" RATED OSB 1,2
311/1211
3ply
SWS1
7/16" STRUCTURAL 1
RATED OSB 112
311/1211
4ply
SYP
DSW4
�
4 / 12„
4ply
SYP
DSW3
I i
31'/1211
5ply
SYP
3
SEE
ETAIL L/FRD FOR GABLE
2x6 #2 SPF
5
BR
CING REQUIREMENTS.
STUDS @ 16" o/c.j,�
ONLY ONE (1) KING STUD REQUIRED FOR ALL
OLLOW PLATFORM
INTERIOR OPENINGS.
2.
FRAMING OPTION.
10'-1/8"
SOLID TO ADJACENT EXTERIOR WALL CORNER.
3.
USE WIDTH OF TOTAL OPENING FOR
END TRUSS.
ATTACH
CONTINUOUS HEADERS.
BOTTOM/TOP
CHORD TO
EACH INTERSE
ING STUD
w/ (2).131x3"
NAILS.
2x6 #2 SPF
STUDS @ 16" o/c.
DETAIL
B/FR2
00
m
m
LO
Ln
I-ItA 1111 A- I
===IN
smommmmons
i
SW6-G38
(2)2x6 -1. -CON Nuou ;
2 ly JAC POST ETWE N ■
■
CH W NDO /DOO ,
�� � I I I■
N 1 Il�
I
00
m
II II � I
F_ 14
L
— --
-ITL—
I I I � it II
2nd FLOOR_'I
EXTERIOR WALL STUDS
ALL EXTERIOR WALLS TO BE
FRAMED w/ MIN. 2x6 #2 SPF
STUDS @ 16" o/c, U.N. 0.
f
a
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
FRAMING PLAN
SCALE: 1/0"=1'-0"
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
END ZONES
END
POST
ZONES
7/16" RATED OSB 1,2
SHINGLE
7/16"
8d RING SHANK
8d RING SHANK
METAL'
15/32"
EDGE
FIELD
EDGE
FIELD
TI LE
smommmmons
i
SW6-G38
(2)2x6 -1. -CON Nuou ;
2 ly JAC POST ETWE N ■
■
CH W NDO /DOO ,
�� � I I I■
N 1 Il�
I
00
m
II II � I
F_ 14
L
— --
-ITL—
I I I � it II
2nd FLOOR_'I
EXTERIOR WALL STUDS
ALL EXTERIOR WALLS TO BE
FRAMED w/ MIN. 2x6 #2 SPF
STUDS @ 16" o/c, U.N. 0.
f
a
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
4x4 #2 SYP PT POST
@ PORCH HDR.
FRAMING PLAN
SCALE: 1/0"=1'-0"
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
END ZONES
END
POST
ZONES
7/16" RATED OSB 1,2
SHINGLE
7/16"
8d RING SHANK
8d RING SHANK
METAL'
15/32"
EDGE
FIELD
EDGE
FIELD
TI LE
15/32"
6" o/c
12" o/c
4" o/c
4" o/c
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
MANUFACTURER ALLOWS PER FLORIDA PRODUCT
APPROVAL.
WALL SHEATHING
ALL SHEATHED WALLS TO BE TIED IN TO
ROOF/FLOOR SYSTEM ABOVE PER DETAIL
A/FRD (ROOF) OR B/FRD (FLOOR).
SHEAR WALL ID, REFER TO
WALL SHEATHING SCHEDULE
(FR PAGES) AND TO STUBBIE SW6 - 012
SPACING SCHEDULE (TD PAGES)
SHEAR WALL HOLD DOWN TO
BE PLACED @ EACH END OF
SHEAR WALL. REFER TO HOLD TYPICAL j
DOWN SCHEDULE (TD PAGES) I SHEARWALL l
FOR HOLD DOWN OPTIONS. i 1
L CALLOUT �
ID
SHEATHING
OPTIONS
8d NAILING
EDGE/FIELD)
END
POST
EXTERIOR
WALLS w/
NO ID
7/16" RATED OSB 1,2
6" 12"
1ply
5/16" HARDI-PANEL
6" j 6"
3/8" SMARTSIDE2
611/611
SW6HP
7/16" RATED OSB1.2
6" / 12"
1ply
5/16" HARDI-PANEL
6" / 6"
3/8" SMARTSIDE'
411/611
SW6
7/16" RATED OSB 1,2
611/1211
2ply
SW4
7/16" RATED OSB 1,2
411/1211
2ply
SW3
7/16" RATED OSB 1,2
311/1211
3ply
SWS1
7/16" STRUCTURAL 1
RATED OSB 112
311/1211
4ply
SYP
DSW4
DOUBLE SIDED SW4
7/16" RATED OSB
4 / 12„
4ply
SYP
DSW3
DOUBLE SIDED SW3
7/16” RATED OSB
31'/1211
5ply
SYP
NOTES:
1. EXTERIOR STUCCO FINISH REQUIRES ONE:
a. 7/16" SHEATHING GRADE ORIENTED WITH
THE LONG DIMENSION PERPENDICULAR TO
THE WALL STUDS.
b. 15/32" SHEATHING GRADE.
c. 7/16" STRUCTURAL 1 GRADE.
2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c
STUDS REQUIRE THE WALL SHEATHING (7/16"
or 15/32" OSB) TO BE INSTALLED
HORIZONTALLY WITH THE LONG
DIMENSION PERPENDICULAR TO THE STUDS.
HARDI-PANEL AND SMARTSIDE NOT ALLOWED
WITH 24" o/c FRAMING.
STUD WALL LEGEND
■ = 2x4 #2 SPF @ 16"
o/c.
= 2x4 #2 SPF @ 12"
o/c.
® = 2x6 #2 SPF @ 24"
o/c.1
®= 2x6 #2 SPF @ 16"
o/c.
® = 2x8 #2 SPF @ 16"
o/c..
®= OTHER, SEE PLAN
RAISED HDR IF
1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL
SHEATHING SCHEDULE.
HEADERS
KING STUDS
# OF PLIES
REFER TO
I F
SCHEDULE BELOW
%
(2)2x6-1/*-*
FOR KING STUDS,
FINISH STUCCO FINISH
U.N.O.
NOMINAL SIZE OF
RAISED HDR IF
HEADER (#2 SYP, U.N.Q.)
LABELED "RSD".
NUMBER OF JACK
CONTINUOUS IF
STUDS EACH SIDE
LABELED "CONT".
END -ZONES
KING STUDS
DIMENSIONED INDICATE WALL
MAX. OPENING WIDTH
%
N
PLATENON-STUCCO
FINISH STUCCO FINISH
5`-0"
■
OTHER AREAS MAY USE
4' 6' 8' 12'116' 18' 4 6' 8' 12' 16'
18"
vi
H T
J
8'R
1 1 1 2 2 3 1 2 2 4 5-
9'R
1 1 2 3 4 4 -
d
10'R
1 2 2 4 5 - - - - - -
-
x
12' R
J
8'
1 1 1 1 1 1 1 1 1 1 1
1
<
9'R
1 1 1 1 1 1 1 1 1 1 2
2
�0
x
x12'R
10' R
1 1 1 1 2 2 1 1 1 1212 1
3
1 1 1 1 2 2 3 1 1 1 2 13 15 1
5
NOTES:
1.
ONLY ONE (1) KING STUD REQUIRED FOR ALL
INTERIOR OPENINGS.
2.
STUD COUNT MAY BE REDUCED IF FRAMED
SOLID TO ADJACENT EXTERIOR WALL CORNER.
3.
USE WIDTH OF TOTAL OPENING FOR
CONTINUOUS HEADERS.
END -ZONES
CORNERS IDENTIFIED &
DIMENSIONED INDICATE WALL
SEGMENTS WHERE END -ZONE n o w moo
%
PRESSURES SHALL APPLY TO
■
COMPONENTS & CLADDING. ALL
5`-0"
■
OTHER AREAS MAY USE
■
INTERIOR -ZONE PRESSURES FOR ■
COMPONENTS & CLADDING.
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300
PRIOR VERSION DATES
SHEET
JECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
E N
s i
♦ 0,
-
• : ATE OF
ON A1-',,�``o�
111111!
9/1 1/18
I Ll
NAIL ROOF SHEATHING NAIL ROOF - NAIL ROOF
TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO
TRUSS w/ 8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF
!�----- 3" o/c == 8d NAILS @ 3" o/c. TRUSS w/ 8d
NAILS @ 3" o/c.
ENGINEERED ! ! ! 2x #2 SYP ! I
ROOF TRUSS.!! ENGINEERED !! CONTINUOUS FROM �!
! i ! ATTACH EACH BRACETRUSSTOP PLATE OF ENGINEERED 7/16" THICK (MIN.)
! ! ! ! ROOF .
TO TOP/SILL PLATE w/ ! ! SHEATHED -WALL TO ROOF TRUSS. i ! SHEATHING
! ! ! ! I
! ! (4) .131x3" NAILS. ! ! ADJACENT TRUSS. 2x4 #2 SYP NAILER ATTACHED TO
ATTACH EACH 2x MUST MATCH OR !! NAILER, TOP PLATE
i ! ATTACHED TO ! !
BRACE TO EACH ! ! i i 2x4 #2 SPF LEDGER NAIL TRUSS EXCEED LENGTH OF TRUSS AND BLOCKING w/
TRUSS BOTTOM !-�-�'� SHEATHED -WALL. BOTTOM
! ! ATTACHED TO TRUSS BOTTOM CHORD CHORD w/ .131x3" 8d NAILS @ 3" o/c.
CHORD w/ (3} w/ (4) .131x3" NAILS @ TO 2x BLOCKING NAIL 2x BLOCKING TO NAILS @ 3" o/c.
.131x3" TOENAILS. j EACH INTERSECTING w/ .131x3" NAILS
11
TRUSS MEMBER. USE Till, TOP PLATE w/ .131x3
.01
2x4 #2 SYP BRACES @ ; WHEN BO -I -FOM @ 3 o/c. NAILS @ 3" o/c.
12" o/c ALONG WALL CHORDS ADJACENT TO 11.25" MAX.
LENGTH. WALL ARE AT 16" MAX.
DIFFERING HEIGHTS.
OPTION #1 OPTION #2 OPTION #3
SHEATHED WALL TIE-IN TO ADJACENTTRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE -INTO
PARALLEL EACH SIDE (PREFERRED) ADJACENT PARA LEL TRUSS ADJACENT PARALLEL TRUSS
A/FRD I SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES)
OPTION IUN #Z
SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL IE -INTO CONTINUOUS
PARALLEL EACH SIDE TRUSSES PERRENDIC J LAR TO SHEATHED WALL
B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES)
PORCH Pr„ r,rn
PER PLAN
�1 RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPF
PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2)
.131x3 NAILS TO EACH INTERSECTING TRUSS.
2� MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NA LING.
BLOCK ALL UNSUPPORTED PANEL EDGES.
CEILING PER MIN. w/3/8" SHEATHING w/6" EDGE 12" FIELD 8d
OPTION 1 OR 2, NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES.
UNLESS NOTED ATTACH BLOCKING TO TOP OF EXTERIOR WALL TO PLATE
OTHERWISE ON & TO PORCH HDR w/ .131x3" NAILS @ 6"o/c .
PLAN.
PORCH HEADEF
PER PLAN
NOTCH PORCH HEADER
3" AROUND TOP PLATE
AND POCKET INTO
WALL AS SHOWN.
SUPPORT PORCH
HEADER w/ (1) 2x PER
PORCH HEADER PLY.
SEE DETAILJ/FRD
NAIL FLOOR SHEATHING
JR DETAIL 6/TDD.
(4) .131x3" TOENAILS
POCKET P
RCH
HEADERI
TO TOP CHORD OF
WALLAS
HOWN.
ATTACH FLOOR SHEATHING
PORCH
HEADER/
TRUSS w/ 10d NAILS @
PORCH H
ADER PLY.
TO 2x4 #2 SYP PANEL EDGE
12"
(6) PER PLY
3" o/c.
14"
(7) PER PLY
BLOCKING/RIBBON BOARD
16
(8) PER hYj
ATTACH EACH BRACE
18"
(9) PER I�LYl
WITH 10d NAILS @ 3" o/c.
ATTACH FLOOR
SPLICE UPPER PLY LAP OVER HEADERS
TO TOP/SILL PLATE w/
D
WHERE POSSIBLE.
SHEATHING TO 2x4
ENGINEERED
-
(4) .131x3" NAILS.
W
SEE BLOCKING PANEL
#2 SYP PANEL EDGE
I I
FLOOR TRUSS. i !
SHEATH FLOOR TRUSS
BLOCKING
DETAIL OR SHEATH
CONTINUOUS TO
BLOCKING WITH
10d NAILS @ 3" o/c.
U
�
ADJACENT TO SHEAR
TOE/END NAILS AT
Q
RIBBON BOARD.
ATTACH EACH
-_
=
WALL w/ 7/16" RATED
EACH END OF
Z
BLOCKING TO TOP
CHORD OF TRUSS OR
W
RAFTER.
BRACE TO EACH
!
TOP CHORDS.
SHEATHING ATTACHED w/
ENGINEERED
J❑
�
�
TRUSS BOTTOM
J
8d NAILS @ 3" EDGE & 12"
FLOOR TRUSS.
7/16" RATED
CHORD w/ (3)
FIELD. BLOCK ALL PANEL
U]
QUJZ
SHEATHING
.131x3 TOENAILS.
EDGES. SHEATHING
�
00
ATTACHED
a
57
LENGTH TO MATCH
w/ 8d NAILS
1771
2x4 #2 SYP BRACES @
LL
SHEAR WALL LENGTH.
@ 3" o/c.
12" o/c ALONG WALL
ADDITIONAL 2x4 #2 SYP
ATTACH PANEL EDGE
2x4 #2 SYP PANEL
LENGTH.
TOP PLATE ABOVE
BLOCKING TO TOP
EDGE BLOCKING
SHEAR WALL. ATTACH
PLATE w/ .131x3"
AT ALL PANEL
TO TOP PLATE w/
TOENAILS @ 3" o/c.
EDGES.
.131x3" NAILS @ 3" o/c.
BLOCKING PANEL DETAIL
OPTION #1
OPTION IUN #Z
SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL IE -INTO CONTINUOUS
PARALLEL EACH SIDE TRUSSES PERRENDIC J LAR TO SHEATHED WALL
B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES)
PORCH Pr„ r,rn
PER PLAN
�1 RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPF
PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2)
.131x3 NAILS TO EACH INTERSECTING TRUSS.
2� MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NA LING.
BLOCK ALL UNSUPPORTED PANEL EDGES.
CEILING PER MIN. w/3/8" SHEATHING w/6" EDGE 12" FIELD 8d
OPTION 1 OR 2, NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES.
UNLESS NOTED ATTACH BLOCKING TO TOP OF EXTERIOR WALL TO PLATE
OTHERWISE ON & TO PORCH HDR w/ .131x3" NAILS @ 6"o/c .
PLAN.
PORCH HEADEF
PER PLAN
NOTCH PORCH HEADER
3" AROUND TOP PLATE
AND POCKET INTO
WALL AS SHOWN.
SUPPORT PORCH
HEADER w/ (1) 2x PER
PORCH HEADER PLY.
SEE DETAILJ/FRD
ATTACHMENT
JR DETAIL 6/TDD.
(4) .131x3" TOENAILS
POCKET P
RCH
HEADERI
TO
WALLAS
HOWN.
SUPPORT
PORCH
HEADER/
(1) 2x PER
PORCH H
ADER PLY.
(NON -PLATED OPTION 2
PORCH HEADER) (PLATED PORCH HEADER)
PORCH HDR / WALL INTERSECTION DETAIL
C/FRD PORCH DETAILS
HEADER PER -
PLAN
IF>16",ADD
CRIPPLE STUDS
@ 16" o/c.
ATTACH HEAD/SILL
TO JACK STUD PER tj
SCHEDULE.
WIDTH
ATTACHMENT
0-11'
(4) .131x3" TOENAILS
11'-16'
(6) .131x3" TOENAILS
(2) PER
LY
2x BLOCKING FOR
ARCH WINDOWS
w/ (2) .131x3"
NAILS/END.
I/FRD I TYP. OPENING DETAIL
FOR OPENINGS > 4' SEE DETAIL
J/FRD OR DETAIL 2/TDD.
NAIL LEAD KING ST D TO
HEADER OR TOENA L PER
SCHEDULE BELOW
KING TO HDR NAILING
INTERIOR WALL
HDR
DEPTH
.131x3"
NAILS
GRADE
4"
(2) PER
LY
6"
(3) PER
LY
8"
(4) PER
LY
10"
(5) PER PLY
12"
(6) PER PLY
14"
(7) PER PLY
Z
16
(8) PER hYj
18"
(9) PER I�LYl
IF > 1611, ADD CRIPPLE
STUDS @ 16" o/c.
NOTE: WINDOWS/DOORS TO BE ATTACHED TFRAMING
MEMBERS PER MANUFACTURER'S INSTRU IONS.
NAIL ROOF
SHEATHING TO <4..
TOP CHORD OF ATTACH SHEATHING -
--®------- TRUSS wj $d TO BLOCKING WITH
NAILS @ 3" o/c. o/c 8d EDGE
I NAILING SPECIFIED�5
ENGINEERED ON PLAN.
I I ROOF TRUSS.
li
II
I!
tf
ATTACH SHEATHING -
TO UPPER TOP
ATTACH B.C. OF PLATE WITH o/c 8d
TRUSS TO TOP EDGE NAILING
PLATE w/ .131x3" SPECIFIED ON PLAN.
TOENAILS @ 3" o/c.
OPTION #4
SHEATHED WALL TIE -INTO
TRUSS DIRECTLY ABOVE WALL
NAIL FLOOR
SHEATHING TO TOP
CHORD OF FLOOR
TRUSS w/ 10d
NAILS @ 3" o/c.
/-- ENGINEERED
FLOOR TRUSS.
ATTACH B.C. OF
TRUSS TO TOP PLATE
w/ .131x3" NAILS @
3" o/c.
EXTEND WALL
SHEATHING TO
FLOOR TRUSS TOP
CHORD. ATTACH TO
TRUSS TOP/BOTTOM
CHORD w/ 8d NAILS
@ 3" o/c.
OPTION #3
SHEATHED WALL TIE-IN TO
TRUSS DIRECTLY ABOVE WALL
2x4 #2 SYP
BLOCKING.
FOR STUCCO
FINISH: PROVIDE
2x BLOCKING @
16" o/c FOR 15/32
SHEATHING
APPLIED
VERTICALLY.
OPTION #5
EXTERIOR WALL - HIGH HEEL
HEEL GREATER THAN 6" IN HEIGHT
2x4 PLANK ORIENTED
BRACES @ 48" o/c.
ATTACH TO TOP CHORDS
W/ (4) 10d TOENAILS)
FASTEN FLOOR DECKING
TO LATERAL BRACE w/ (4)
10d COMMON NAILS.
j 2x4 DIAGONAL BRACE @
48" o/c. ATTACH
DIAGONAL BRACE TO
LATERAL BRACES w/ (4)
10d COMMON NAILS AT
EACH END.
2x4 PLANK ORIENTED
BRACES @ 48" o/c.
ATTACH TO TOP OF
BOTTOM CHORD/FLANGE
w/ (4) 10d NAILS.
OPTION #4
EXTERIOR WALL - TRUSS/JOISTS
PARALLEL TO WALL
ROOF SYSTEM -
ROOF SHEATHING
(SEE FR SHEETS)
WALL SHEATHING
(SEE FR SHEETS)
ROOF SYSTEM
ROOF SHEATHING
(SEE FR SHEETS)
TOP PLATE -TOP PLATE TOP PLATE �-
TOP PLATE
INTERIOR WALL
EXTERIOR WALL STUDS -SEE
STUDS -SEE FRAMING PLAN
FRAMING PLAN FOR SIZE
FOR SIZE WALL SHEATHING
(SEE FR SHEETS)
�--SHOE PLATE SHOE PLATE
2x4 #2 SYP RIBBON
BOARD ATTACHED
FOUNDATION - SEE FD SHEETS TO EACH
INTERSECTING
1 -STORY WALL SECTION TRUS131xS NAILS.
SHOE PLATE
INTERIOR WALL
SIZE
2x (MATCH WALL STUD)
GRADE
#2 SYP (PT ON CONCRETE)
NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM
BOARD WITH .131x3" NAILS @ 8" o/c.
6" o/c
TOP PLATE
INTERIOR WALL
SIZE
2ply 2x (MATCH WALL STUD)
EDGE NAILING
GRADE
#2 SYP
6" o/c
6" o/c
(2) ROWS OF .131x3" NAILS @ 12" o/c
11'-2"
NAIL
STAGGERED. TIGHTEN TO 6" o/c
PATTERN
STAGGERED @ ALL WALLS LABELED
U
SW3/SW4 OR ATTACH WALL
SHEATHING TO UPPER PLY OF TOP
Z
PLATE.
U
MIN. 48" w/ (24) .131x3" NAILS IN LAP
LAP
SPLICE UPPER PLY LAP OVER HEADERS
Q
D
WHERE POSSIBLE.
WALL SHEATHING
(SEE FR SHEETS)
MATCH SIZE, GRADE & QUANTITY OF ALL 2nd
FLOOR MULTI -PLY STUD COLUMNS w/
BLOCKING IN FLOOR SYSTEM AND w/ 1st
FLOOR LEVEL STUD COLUMN, U.N.O.
FLOOR SHEATHING
INTERIOR WALL
SIZE
10d COMMON NAILS w/ ADHESIVE
or PASLODE TETRAGRIP FASTENERS
EDGE NAILING
FIELD NAILING
23/32"
6" o/c
6" o/c
K/FRD TYPICAL WALL SECTIONS
r-- 2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSS TOP 12" 12"
CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. 12" 12"
BRACE TOP CHORD OF TRUSSES BELOW OVERF AMING w/
1x4 SYP PURLINS @ MIN. SPACING DESIGNATE ON TRUSS 2x6 #2 SYP BRACE. LOCATE @PEAK, BLOCK ALL PANEL EDGES AND FASTEN ROOF
}
ENGINEERING w/ (2) 8d NAILS PER INTERSECTI G TOP 4' EACH SIDE OF PEAK, AND 6' o/c SHEATHING w/ 8d RING -SHANK NAILS @ 4"
�"� �" r 1
�" THEREAFTER. BRACE TO ATTACH TO o/c WITHIN 4, OF END OF GABLE RAKE.
CHORD. LAP SPLICES MIN.. (2) TRUSSES. � a MID -PT OF BLOCKING EACH END.
/ I ADD 2x4 #2 SYP OUTLOOKERS @ 24" o/c
2" 2x4 #2 SYP T -BRACE TO ANY
#2 SPF CRIPPLES @ ' o/c PER �"� l BRACE GREATER THAN 9' IN LENGTH (MAX RAKE = 24" o/c). FASTEN
SCHEDULE BELOW. ATTACH TO BOLTS NAILS w/ .131x3" NAILS @ 6" o/c. OUTLOOKERS TO FIRST FULL HEIGHT
RAFTER w/ (3) .131 3" NAILS. 2" TRUSS w/ (3) .131x3" TOENAILS. ADD
2x6 #2 SYP
RAFTERS @
24" o/c.
4' o/c M
SOLID SAWN (SYP) HEADERS 2x BLOCKING BETWEEN ALL
IPPLE MAX HT. 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. OUTLOOKERS ABOVE TOP
6'-3" ! PLATE/CHORD TOENAILED @ 6" o/c.
SCL LUMBER (LSL, LVL, PSL)'"
2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8") - (2) ROWS OF 12d NAILS.
2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER) - (3) ROWS OF 12d NAILS. ►+ I !
2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. ! I ! I I I !
2x4 #2 SYP BLOCKING @ I ! ! ! i ! ► (1) H2.5 @ EACH
BRACE LEG ATTACHED TO ► I ! I ! OUTLOOKER TO TOP
(3) .131x " TOENAILS @ E/FRD B M/HDR CONNECTION D ETA I L TOP CHORD w/( 3 I ! ! I 1 !! CHORDITOP PLATE.
)
O TOP CHORD .131x3
CRIPPLE „ NAILS. I I I I l l
OR BLOCKING BELOW.OPTION 1 ! ! ! ! GABLE END TRUSS
I I { ! ! BRACED AS SPECIFIED
(3) .131x3" -' - (1) SPH @ LOWER BY DELEGATED TRUSS
TO NAILS @ TOP PLATE TO I ENGINEERING.
RA -TER TO 2ply DOUBLE END I I I ! II ATTACH BOTTOM
2x #2 SYP
POST. I f I I ► I !
ROOF TRUSS VA [LEY NAILER�_ _ •••.•• CHORD TO TOP
TOP CHORDS. A 7 ACHED TO PLATE w/ .131x3"
ALI ATTACH LOWER TOP OPTION 2 - 2x6 #2 SYP FLAT BLOCKING @ TOENAILS @ 6" o/c.
INTERSECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ - BRACE LEG. ATTACH TO EACH PLATEFORM
IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO TRUSS BOTTOM CHORDS w/ FRAMED STUDS
ABOVE TRUSS TOP CHORD, ADD 2x4 #2 CHORDS w/ (2) 2. NOT REQUIRED AT 2x #2 SYP BLOCKING IN (4).131x3" TOENAILS. PER SPF BLOCKING BETWEEN ADJACENT R PLAN.
.13 x3" NAILS. CORNERS OR INTERIOR HIG
TRUSS TOP CHORDS AND ATTACH w/ (3)
.131x3" TOE -NAILS PER END.
F/FRD OVERFRAMING DETAIL
CLIP TRUSS TO
SHEATHED SIDE F
CLIP TRUSS TO HEADER.
SHEATHED SIDE OF
HEADER.
3" o/c 8d NAILS. -
3" o/c 8d NAILS. NO HORIZONTA -
JOINTS ALLOWE .
NO HORIZONTA
JOINTS ALLOWE
3" o/c 8d NAILS.
CR
INTERIOR WALL
--
2x4 _
FRAMING PLAN
FRAMING PLAN
2x4 w/ 1x4 "T" BRACE
FOR SIZE
9'-10"
2x4 w/ 2x4 "T" BR CE
11'-2"
*ATTACH #2 SPE "T" BR CE TO CRIPPLE
w/ .131x3" NAILS @ 4" o/c.
3" o/c 8d NAILS.
HER WALL. (9)
WALLS. 10dx1-1/2" NAILS EACH
SIDE OF JOINT. PLATFORM FRAMED OR
G/FRD EXTERIOR PLATE HEIGHT BREAKS RD L F / TYPICAL GABLE END DETAIL SEE DETAIL 5/TDD FOR
STRAPPING REQUIREMENTS
FLUSH HEADER DROPPED HEADER
THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GREG ER THAN 4' IN WIDTH UNLESS THE
TOP PLATE 1S STRAPPED TO THE HEADER PER DETAIL 2/TDD.HIS DETAIL DOES NOT APPLY TO
WALLS SUPPORTING A FLOOR SYSTE ABOVE.
J/FRD HEADER DETAIL
M/FRDCHIMNEY OVERFRAMING
`-- TRUSS
SCAB RAFTER TO
TOP CHORD OF
TRUSS w/ .131x3"
NAILS @ 4" o/c.
2x4 #2 SYP SCAB: MAX OVERHANG 20"
2x6 #2 SYP SCAB: MAX OVERHANG 42"
N/FRD AFTER SCAB DETAIL
NOTE: GARAGE DOOR
TO BE ATTACHED TO
FRAMING MEMBERS IN
ACCORDANCE w/
APPLICABLE
MAN U FACTURER's
INSTRUCTIONS.
JAMB LAG SCREWS
MAY BE OMITTED
PROVIDED SCREWS
FASTENING GARAGE
DOOR TRACK ARE
INCREASED IN LENGTH
BY 2" OR THE DEPTH OF
THE JAMB MATERIAL.
-EXTERIOR WALL
INTERIOR WALL
--
(1) MTS12 OR
FRAMING PLAN
FRAMING PLAN
FOR SIZE
FOR SIZE
FLOOR SHEATHING
(1) MSTA18
SHOE PLATE
�-SHOE PLATE
w
STRAP @ EACH
U
CORNER OF
Z
U
CHIMNEY TO
o RAFTER/TRUSS
2x4 #2 SYP BLOCKING
Q
D
TOP CHORD
BETWEEN TRUSSES
-
W
OR 2x4
BELOW CHIMNEY
BLOCKING
WALLS w/ (4) .131x3"
J
U
�
BELOW.
TOE/END NAILS AT
Q
-_
=
EACH END OF
Z
BLOCKING TO TOP
CHORD OF TRUSS OR
W
RAFTER.
ROOF TRUSS
TOP CHORDS.
M/FRDCHIMNEY OVERFRAMING
`-- TRUSS
SCAB RAFTER TO
TOP CHORD OF
TRUSS w/ .131x3"
NAILS @ 4" o/c.
2x4 #2 SYP SCAB: MAX OVERHANG 20"
2x6 #2 SYP SCAB: MAX OVERHANG 42"
N/FRD AFTER SCAB DETAIL
NOTE: GARAGE DOOR
TO BE ATTACHED TO
FRAMING MEMBERS IN
ACCORDANCE w/
APPLICABLE
MAN U FACTURER's
INSTRUCTIONS.
JAMB LAG SCREWS
MAY BE OMITTED
PROVIDED SCREWS
FASTENING GARAGE
DOOR TRACK ARE
INCREASED IN LENGTH
BY 2" OR THE DEPTH OF
THE JAMB MATERIAL.
-EXTERIOR WALL
INTERIOR WALL
STUDS -SEE
STUDS -SEE
FRAMING PLAN
FRAMING PLAN
FOR SIZE
FOR SIZE
FLOOR SHEATHING
SHOE PLATE
�-SHOE PLATE
FLOOR SYSTEM --1
EXTERIOR WALL
INTERIOR WALL
STUDS -SEE
STUDS -SEE
FRAMING PLAN
FRAMING PLAN
FOR SIZE
FOR SIZE
SHOE PLATE I SHOE PLATE
I�al
--zftFOUNDATION - SEE FD SHEETS �r ►
2 -STORY WALL SECTION
IF DISTANCE FROM SUB
FASCIA TO 1st OUTLOOKER
EXCEEDS 32", DOUBLE 1st
OUTLOOKER ONLY.
ELEVATION VIEW
I I iI II I
I
SLOPE TOP P LATE ! ! ;
TO MATCH ROOF I I ! I
PITCH.
II � II II
II II II !!
it !I II I!
II !I II II
II II II !I
I! II II II
II II II it
!! II II II
11 f! fl II
II II II II
-------------------�i
NOTE: OUTLOOKERS/BLOCKING MAY
BALLOON BE OMITTED PROVIDED A FULL HEIGHT
FRAMED STUDS GABLE END TRUSS IS PROVIDED OR
PER PLAN WALL IS FRAMED CONTINUOUS TO
ROOF DECK AND THE GABLE RAKE
DOES NOT EXCEED 12".
BALLOON FRAMED
2x GARAGE DOOR JAMB
ATTACHED TO JACK/KING
POST w/ (1) ROW OF
5/16"x3" LAG SCREWS @
24" o/c FOR OPENINGS
UP TO 10' IN WIDTH AND
@ 12" o/c FOR OPENINGS
UP TO 18' IN WIDTH.
GARAGE DOOR BUCK.
USE PT LUMBER IF 2x
MATERIAL.
P/FRD GARAGE DOORJAMB DETAIL
GARAGE DOOR
MURFtAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300
7RIORVERSION DATES
SHEET
F D
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
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7RIORVERSION DATES
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PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
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SW6-012
SW6-012
(1) HDU14 @ BASE
OF END POST.
TR's U o c
II it
I r -- ---�
II
ATR's 6' o/
I I �--
I—
II
Li \\
i
F-1
--A I---
7
--- 1 Q8 @ SE-- —
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L— — --I r --- --- -- / `
(2) MS A24's @-
T '6' o/c \ \ (1) �8 @ ASE EAM T POSTW/
OF ND\ ST. O ABU 6 @ B E.
I I L J ATR's @ 6' o/c
i I (1) MSTA @ HDR TO
JAC OST w/ (1)
I II I
I III t
I
I III I ►II I
I III I I1hl
1 III
I I
III
111111
III
11911
I III I
I
I j 1 1 111
III I l uI
I III
I I
11 1 I I I
11 I I
I
III II I
III I I nl
11 i I
I
11 I I I III
III I IdII
III I
I
11 I IINI
11 I I
1
11 1 I III
II I
I�
I
— — — — — —(1) MSTA24 @ HDR TO
i LTT206 A
III ATTACH TRUSS TO P I I , @ B SE.
III I PLATE w/ (1) .5 ----- -----
I I _.
--- -----
SIDE
11 I (2) SDW 's. S DET L 5/F
11 1 ATTACH P TE T
III (1) SP 4/6/8.
f
III () HTS2 'S @ I
III j
TRUSS THDR.
III � I
SW6-G38
- (i) 1 ASTA2 4 C�
BEAM TOP T w/
1) H 14 ASE.
(1) MSA24 @DR
TOJACf POST / (1)
LTT2013 @ BAISE.
SW6-G38 , , SW6-G38
ATR's @ 5' o/c
---- H--n—II 1/,\\
1) HE
14-@�_BAS Ej
INTERIOR
WALL
OF
D POST.. I I
SIMPSON'
3/8"
II
m
I
ATR
G38
,I
1/2"
ATR
i�—
0 058
5/8"
ATR
QTO
JL
II
------L---
—
1)H
14@BASET
(3) CS16's
OF
D POST. I
I
I
N/A
II
II
U A 's @ o/c
SW6HP-B38
1st FLOOR
_j
ATR/QT SPACING PLAN
• REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL
2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW.
• REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS
OVER OPENINGS EXCEEDING ROD SPACING SPEC'D.
• REFER TO DETAIL 3/TDD FOR PORCH HDR/POST
STRAPPING DETAILS, U.N.O.
I
I
I
I II \
I II > I I
II
_u
I (1) HDQ8 @ BASE
OF END POST.
�Y, \ (1) HDQ8 @ BASE
I ► OF END POST.
SW4-012
-----
\
ATR's @ 8' o/c
(1) HTT4 @ BASE
OF POST.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
TIE -DOWN PLAN
SCALE: 1/411=11-0 11
• SEE COVER SHEET (CS) FOR TRUSS TO PLATE
CONNECTION NAIL SIZE AND QUANTITIES.
• SEE COVER SHEEP (CS) FOR HOLD-DOWN
INSTALLATION DETAILS.
• SEE TIE -DOWN DETAIL SHEET (TDD) FOR
GENERAL TIE -DOWN DETAILS.
TRUSS TO PLATE CONNECTIONS
(1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO
TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN:
@1
(1) H8 (1) MTS12
OTHERWISE FOLLOW SPECIFIC
CALL OUT ON PLAN
SEE DETAIL 5/TDD FOR GABLE STRAPPING AND
DETAIL 2/TDD FOR STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY
ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY
TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING
ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,
THE CONNECTIONS MUST EXCEED THE CAPACITY OF
THE CONNECTION SPECIFIED ON THIS PLAN.
SDWC INSTALLATION GUIDELINES
MAY BE SKEWED UP
TO 30* PROVIDED IT
PASSES THROUGH FULL
DEPTH OF TOP PLATE.
SKEW SDWC UP
TO 140 TO FULLY
5* EMBED INTO
ri- OF -- -TRUSS BOTTOM
WALL 3/4"-1" CHORD (AS
+/-1rr SHOWN).
SINGLE DOUBLETRUSS ALIGNED
SDWC15600 ]l SDWC15600 w/ STUD
GENERAL FULL LENGTH
ATR/QT LOCATIONS
ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL
THREAD ROD OR BLUE QUICK TIE CABLE
SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES
SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES
ALL THREAD RODS / QUICK TIE CABLES
TO BE LOCATED AS FOLLOWS:
1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN.
2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST
OF ONE SIDE OF EACH EXTERIOR CORNER.
LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.
3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE
HEIGHT CHANGE.
4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF
UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER
TOP PLATE SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY THE
FOLLOWING SYMBOLS:
PL9SPEC.
OPTIONS
INTERIOR
WALL
F -,
I ►
QT'
SIMPSON'
3/8"
I I
I I
m
QTB
3/8"
ATR
G38
1
1/2"
ATR
0 058
5/8"
ATR
QTO
I
I
v)
N/A
HDQ8
(3) CS16's
A
I
N/A
HDQ8
(3) CS16's
-
I
PER PLAN
PER PLAN
PER PLAN
ATTH
BA
OF E
RY OT
ER ST
ID
0
=
I
I
�
Z
Q
J
TO
HOE PI.4TE
w/
1) SSP
TTAC
I
0o
SHOE
PLATE
TO FGIUNDA
ON w/
u9Q3
..
I I I 1
W
00
STUBBIES
Cal
32" 0/:L.
l0
J
::)
W
0�
ao�
R'S @'
O/C
I I I I
I
I I
- -
--------
I
(1) HTT4 @ BASE
OF POST.
_u
I (1) HDQ8 @ BASE
OF END POST.
�Y, \ (1) HDQ8 @ BASE
I ► OF END POST.
SW4-012
-----
\
ATR's @ 8' o/c
(1) HTT4 @ BASE
OF POST.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
(1) MSTA24 @ HDR TO
JACK POST w/ (1)
STHD14 @ BASE.
TIE -DOWN PLAN
SCALE: 1/411=11-0 11
• SEE COVER SHEET (CS) FOR TRUSS TO PLATE
CONNECTION NAIL SIZE AND QUANTITIES.
• SEE COVER SHEEP (CS) FOR HOLD-DOWN
INSTALLATION DETAILS.
• SEE TIE -DOWN DETAIL SHEET (TDD) FOR
GENERAL TIE -DOWN DETAILS.
TRUSS TO PLATE CONNECTIONS
(1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO
TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN:
@1
(1) H8 (1) MTS12
OTHERWISE FOLLOW SPECIFIC
CALL OUT ON PLAN
SEE DETAIL 5/TDD FOR GABLE STRAPPING AND
DETAIL 2/TDD FOR STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY
ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY
TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING
ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,
THE CONNECTIONS MUST EXCEED THE CAPACITY OF
THE CONNECTION SPECIFIED ON THIS PLAN.
SDWC INSTALLATION GUIDELINES
MAY BE SKEWED UP
TO 30* PROVIDED IT
PASSES THROUGH FULL
DEPTH OF TOP PLATE.
SKEW SDWC UP
TO 140 TO FULLY
5* EMBED INTO
ri- OF -- -TRUSS BOTTOM
WALL 3/4"-1" CHORD (AS
+/-1rr SHOWN).
SINGLE DOUBLETRUSS ALIGNED
SDWC15600 ]l SDWC15600 w/ STUD
GENERAL FULL LENGTH
ATR/QT LOCATIONS
ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL
THREAD ROD OR BLUE QUICK TIE CABLE
SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES
SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES
ALL THREAD RODS / QUICK TIE CABLES
TO BE LOCATED AS FOLLOWS:
1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN.
2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST
OF ONE SIDE OF EACH EXTERIOR CORNER.
LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.
3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE
HEIGHT CHANGE.
4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF
UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER
TOP PLATE SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY THE
FOLLOWING SYMBOLS:
PL9SPEC.
OPTIONS
INTERIOR
WALL
ATR
QT'
SIMPSON'
3/8"
ATR
9QTG
QTB
3/8"
ATR
G38
3/8" ATR
1/2"
ATR
0 058
5/8"
ATR
QTO
X58
5/8"
ATR
N/A
SHEAR WALLS
SHEAR WALL ID, REFER TO
WALL SHEATHING SCHEDULE
(FR PAGES) AND TO STUBBIE JSW6 - 012
SPACING SCHEDULE (TD PAGES)
SHEAR WALL HOLD DOWN TO
BE PLACED @ EACH END OF
SHEAR WALL. REFER TO HOLD TYPICAL
DOWN SCHEDULE (TD PAGES) 1 SHEARW L
FOR HOLD DOWN OPTIONS.
CALLOUT
L-------
HOLD DOWN SCHEDULE
SW
ID
OPTIONS
INTERIOR
WALL
ATR
QT'
SIMPSON'
OVER
BEAM/HDR
B38
3/8" ATR
QTB
DTT2Z
(1) CS16
G38
3/8" ATR
QTG
HTT4
(2) CS16's
012
1/2" ATR
QTO
HTT4
(2) CS16's
DSW4
5/8" ATR
QTO
HDQ8
(3) CS16's
r8X5
5/8" ATR
N/A
HDQ8
(3) CS16's
-
PER PLAN
PER PLAN
PER PLAN
PER PLAN
1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST.
2. ATR / QT SPACING TO BE MAINTAINED or ATTACH
END POST TO TOP PLATE w/ (1) SPH.
STUBBIE SPACING
I SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
SHEAR WALL
ID
STUBBIE SPACING'
INTERIOR
WALL
EXTERIOR
WALL
WALLS w/ NO ID
NONE REQ.
96" o/c3
SW6HP
64" o/c
36" o/c
SW6
42" o/c
24" o/c
SW4
28" o/c
16" o/c
SW3
22" o/c
12" o/c
SWS1
18" o/c
10" o/c
DSW4
14" o/c
8" o/c
DSW3
10" o/c
6" o/c
NO I ES:
1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR
WALLS OVER WOOD FLOOR SYSTEM.
2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF
EACH SHOE PLATE BREAK (SHEATHED WALLS
ONLY).
3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL
HAS ATR's OR QT CABLES INSTALLED.
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300
PRIOR VERSION DATES
SHEET
TD 1
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
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BRYAN A. MURRAY
FL PE #64010
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ATR's @ 5' o/c
SW6-G38
li
III
VA
F—(2) DwCi 60.s o
(1 11-12.5E,= CH IDE
0 TOP AT ,TO (2)
T USS w Ij(1) R. PI
161s�
OPTIONS
UATTAC-ITR
Jill
QT
1 �SS
10 TOP
hrf
III
O
3/8"
PLA
E w�
(1)
2.5
ATR
QTO5/8"
012
EACH
DE
, FLL
or
058
►111
N/A
(2)
W
x.56
's.
I
I
HDQ8
0
IN
fill
IIII
ATTAC
TCI
PL
TE TO
PER PLAN
1 H DR
1
/ (1)
ISP
II
I
it
i�
it
i
/6/8.
L—
I
II
VA
F—(2) DwCi 60.s o
(1 11-12.5E,= CH IDE
0 TOP AT ,TO (2)
T USS w Ij(1) R. PI
161s�
OPTIONS
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
Jill
QT
SIMPSONZ
3/8"
hrf
TO
O
3/8"
IIII
QTG
3/8" ATR
1/2"
ATR
QTO5/8"
012
1/2" ATR
II
l
I
058
►111
N/A
HDQ8
(3) CS16's
f it l
IIII
I
l
I
I
HDQ8
0
IN
fill
IIII
I
I
I
I
PER PLAN
IIII
IIII
Jill
PER PLAN
L—
I
II
i
11
I
16's,
B
SE
END
�
II
T TO
O i
61EL
\A/.
I
i
ATR's @ $' o/c
,-(I) H8 @ END POSTTO
TOP PLATE w/ (2)
CS16's @ BASE TO
POST BELOW.
V)
00
m
4
ATM's @ 5'( /c
2nd FLOOR;;
ATR/QT SPACING PLAN
• REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL
2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW.
• REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS
OVER OPENINGS EXCEEDING ROD SPACING SPEC'D.
• REFER TO DETAIL 3/TDD FOR PORCH HDR/POST
STRAPPING DETAILS, U.N.O.
(1) TV @ E POS iTO -
TOP I[ATE w (1) CS,6 @
BASO TO PO T BEL&I.
(1) T P @ END POS TO —
TOP PLATE w (1) CS?12 @
BAS TO PO T BEL
7.
11 11 —T
ATR's @ 6' o/c
OPTIONS
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
Jill
QT
SIMPSONZ
3/8"
hrf
QTB
m
3/8"
IIII
QTG
3/8" ATR
1/2"
ATR
QTO5/8"
012
1/2" ATR
f it l
l
I
058
►111
N/A
HDQ8
(3) CS16's
f it l
IIII
I
l
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I
HDQ8
0
IN
fill
IIII
I
I
I
I
PER PLAN
IIII
IIII
Jill
PER PLAN
NOTES:
1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR
WALLS OVER WOOD FLOOR SYSTEM.
2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF
EACH SHOE PLATE BREAK (SHEATHED WALLS
0 N LY).
3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL
HAS ATR's OR QT CABLES INSTALLED.
11
�
II
�
II
II
i
II
�
1I
II
��
III
2nd FLOOR;;
ATR/QT SPACING PLAN
• REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL
2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW.
• REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS
OVER OPENINGS EXCEEDING ROD SPACING SPEC'D.
• REFER TO DETAIL 3/TDD FOR PORCH HDR/POST
STRAPPING DETAILS, U.N.O.
(1) TV @ E POS iTO -
TOP I[ATE w (1) CS,6 @
BASO TO PO T BEL&I.
(1) T P @ END POS TO —
TOP PLATE w (1) CS?12 @
BAS TO PO T BEL
7.
11 11 —T
ATR's @ 6' o/c
TIE -DOWN PLAN
• SEE COVER SHEET (CS) FOR TRUSS TO PLATE
CONNECTION NAIL SIZE AND QUANTITIES.
• SEE COVER SHEET (CS) FOR HOLD-DOWN
INSTALLATION DETAILS.
• SEE TIE -DOWN DETAIL SHEET (TDD) FOR
GENERAL TIE -DOWN DETAILS.
TRUSS TO PLATE CONNECTIONS
(1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO
TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN:
(1) H8 (1) MTS12
OTHERWISE FOLLOW SPECIFIC
CALL OUT ON PLAN
SEE DETAIL 5/TDD FOR GABLE STRAPPING AND
DETAIL 2/TDD FOR STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY
ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY
TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING
ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,
THE CONNECTIONS MUST EXCEED THE CAPACITY OF
THE CONNECTION SPECIFIED ON THIS PLAN.
SDWC INSTALLATION GUIDELINES
MAY BE SKEWED UP
TO 300 PROVIDED IT ' 1
PASSES THROUGH FULL
DEPTH OF TOP PLATE.
SKEW SDWC UP
TO 140 TO FULLY
EMBED INTO
OF —i -►TRUSS BOTTOM
WALL 3/4-4—CHORD (AS
+/-1" SHOWN).
SINGLE DOUBLE TRUSS ALIGNED
SDWC15600 SDWC15600 w/ STUD
i
GENERAL FULL LENGTH
ATR/QT LOCATIONS
ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL
THREAD ROD OR BLUE QUICK TIE CABLE
SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES
SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES
ALL THREAD RODS / QUICK TIE CABLES
TO BE LOCATED AS FOLLOWS:
1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN.
2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST
OF ONE SIDE OF EACH EXTERIOR CORNER.
LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.
3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE
HEIGHT CHANGE.
4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF
UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER
TOP PLATE SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY THE
FOLLOWING SYMBOLS:
OPTIONS
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
Jill
QT
SIMPSONZ
3/8"
hrf
QTB
m
3/8"
IIII
QTG
3/8" ATR
1/2"
ATR
QTO5/8"
012
1/2" ATR
f it l
l
I
058
►111
N/A
HDQ8
(3) CS16's
f it l
IIII
I
l
I
I
HDQ8
0
IN
fill
IIII
I
I
I
I
PER PLAN
IIII
IIII
Jill
TIE -DOWN PLAN
• SEE COVER SHEET (CS) FOR TRUSS TO PLATE
CONNECTION NAIL SIZE AND QUANTITIES.
• SEE COVER SHEET (CS) FOR HOLD-DOWN
INSTALLATION DETAILS.
• SEE TIE -DOWN DETAIL SHEET (TDD) FOR
GENERAL TIE -DOWN DETAILS.
TRUSS TO PLATE CONNECTIONS
(1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO
TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN:
(1) H8 (1) MTS12
OTHERWISE FOLLOW SPECIFIC
CALL OUT ON PLAN
SEE DETAIL 5/TDD FOR GABLE STRAPPING AND
DETAIL 2/TDD FOR STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY
ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY
TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING
ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,
THE CONNECTIONS MUST EXCEED THE CAPACITY OF
THE CONNECTION SPECIFIED ON THIS PLAN.
SDWC INSTALLATION GUIDELINES
MAY BE SKEWED UP
TO 300 PROVIDED IT ' 1
PASSES THROUGH FULL
DEPTH OF TOP PLATE.
SKEW SDWC UP
TO 140 TO FULLY
EMBED INTO
OF —i -►TRUSS BOTTOM
WALL 3/4-4—CHORD (AS
+/-1" SHOWN).
SINGLE DOUBLE TRUSS ALIGNED
SDWC15600 SDWC15600 w/ STUD
i
GENERAL FULL LENGTH
ATR/QT LOCATIONS
ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL
THREAD ROD OR BLUE QUICK TIE CABLE
SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES
SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES
ALL THREAD RODS / QUICK TIE CABLES
TO BE LOCATED AS FOLLOWS:
1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN.
2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST
OF ONE SIDE OF EACH EXTERIOR CORNER.
LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.
3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE
HEIGHT CHANGE.
4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF
UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER
TOP PLATE SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY THE
FOLLOWING SYMBOLS:
SHEAR WALLS
SHEAR WALL ID, REFER TO
WALL SHEATHING SCHEDULE
(FR PAGES) AND TO STUBBIE SW6
SPACING SCHEDULE (TD PAGES)
SHEAR WALL HOLD DOWN TO
BE PLACED @ EACH END OF -
SHEAR WALL. REFER TO HOLD TYPICAL
DOWN SCHEDULE (TD PAGES) i SHEARWALL
FOR HOLD DOWN OPTIONS. I
L — — ---UT J
HOLD DOWN SCHEDULE
SW
ID
OPTIONS
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
ATR
QT
SIMPSONZ
3/8"
ATR
QTB
m
3/8"
ATR
QTG
3/8" ATR
1/2"
ATR
QTO5/8"
012
1/2" ATR
ATR
QTO5/8"
(2) CS16's
058
ATR
N/A
SHEAR WALLS
SHEAR WALL ID, REFER TO
WALL SHEATHING SCHEDULE
(FR PAGES) AND TO STUBBIE SW6
SPACING SCHEDULE (TD PAGES)
SHEAR WALL HOLD DOWN TO
BE PLACED @ EACH END OF -
SHEAR WALL. REFER TO HOLD TYPICAL
DOWN SCHEDULE (TD PAGES) i SHEARWALL
FOR HOLD DOWN OPTIONS. I
L — — ---UT J
HOLD DOWN SCHEDULE
SW
ID
OPTIONS
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
FATR 1
QT'
SIMPSONZ
OVER
BEAM/HDR
B38
3/8" ATR
QTB
DTT2Z
(1) CS16
G38
3/8" ATR
QTG
HTT4
(2) CS16's
012
1/2" ATR
QTO
HTT4
(2) CS16's
058
5/8" ATR
QTO
HDQ8
(3) CS16's
X58
5/8" ATR
N/A
HDQ8
(3) CS16's
*
PER PLAN
PER PLAN
PER PLAN
PER PLAN
1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST.
2. ATR / QT SPACING TO BE MAINTAINED or ATTACH
END POST TO TOP PLATE w/ (1) SPH.
STUBBIE SPACING
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
SHEAR WALL
ID
STUBBIE SPACING1
INTERIOR
WALL
EXTERIOR
WALL
WALLS w/ NO ID
NONE REQ.
28" o/c
96" o/c3
SW3
22" o/c
SW6HP
64" o/c
18" o/c
36" o/c
DSW4
14" o/c
SW6
42" o/c
10" o/c
6" o/c
NOTES:
1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR
WALLS OVER WOOD FLOOR SYSTEM.
2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF
EACH SHOE PLATE BREAK (SHEATHED WALLS
0 N LY).
3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL
HAS ATR's OR QT CABLES INSTALLED.
* * * x
*
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL-
32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300
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PRIOR VERSION DATES'
24" o/c
SW4
28" o/c
16" o/c
SW3
22" o/c
12" o/c
SWS1
18" o/c
10" o/c
DSW4
14" o/c
8" o/c
DSW3
10" o/c
6" o/c
* * * x
*
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL-
32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300
oW
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PRIOR VERSION DATES'
ao�
SHEET
TD2
r
JECT ENGINEER
AN A. MURRAY
L PE #64010
N A. i00
41
4(Ilei
CLIP OR SCREW PER PLAN (REFER TO
DETAIL 5 FOR GABLE CONDITION).
ATTACH TRUSS TO TOP PLATE ON
SHEATHED SIDE OF WALL PER PLAN.
SHEATHING MUST
BE APPLIED PER
DETAIL J/FRD.
CUT SECTION
OVER HDR BELOW
N1NG OVER HDR BELOW
ATTACH TRUSS TO
NOTE: T
P
ER BELOW ATTACH KING POST
TO TOP P
TOP PLATE ON
CLIP OR SCREW
HDR
POST TO HDR
ALTERNATIVE
� INTERIOR SIDE OF
STRAPPING
MAY
HEADER MAY
PER PLAN
WALL PER PLAN.
BE OMITTED
WASHER
BE FLUSH (AS
STUBBIE, IT IS
�
ATTACH TOP PLATE
PROVIDED�HAT
EACH TRU
(REFER TO DETAIL
SHOWN) OR
DROPPED.
1
TO FLUSH HDR w/
ATTACH TO
HDR
SEE SINGLE STORY OPTIONS
f
5 FOR GABLE
w/ MT512
OR
FOR ATTACHMENT OF 1st
FLUSH
7/TDD
EACH SPECIFIED
OPTIONS
CONDITION)
HEADER
ONTO SHOE PLATE.
Hz.sro
NOTE: JACK/KING TO SHOE
(2) SDWC15600 SCREW_
(NOT REQUIRED IF 2nd
(2) SDWC15600 SCREWS
SDWC156
TOP PLATE w/ (1) SDWC156
0
FLOOR STUDS ARE
PLATE AND SHOE PLATE TO
or (1) TSP @ KING POST'
or (1) TSP @ KING POST
STUDS ARE ATTACHED TO H
R
** HIGH UPLI
T OPTION **
MEMBER BELOW
TO TOP PLATE.
TO TOP PLATE.
STUD TO TOP PLATE
CUT SECTION
CONNECTIONS MAY BE
W
Z
NOTE: STUD TO SHOE PLATE
(1) SDWC15600
REQUIRED
NOTED
WHEN
N PLAN
REPLACED w/ (1) MSTA12 OR
J
AND SHOE PLATE TO
or
❑
�
(1) CS22 @ BASE OF
MEMBER BELOW
(1) H8, TSP, or SP2
**TIGHTEN TO
16" o/c MAX.
JACK/KING POST DIRECTLY
3
�Q❑
CONNECTIONS MAY BE
FOR "HIGH UPLIFT"
OPTION.
TO MEMBER BELOW.
REPLACED w/ (1) CS22 @
NOTE: FOR 24'
o/c FRAMING
SCREWS ALSO NOT
D
BASE OF STUD DIRECTLY TO
**
USE (2) SDWC15600
SCREWS
REQUIRED IF STRAPPING IS
SEE DETAIL 2/T
D
SEE DETAIL 2/TDD
MEMBER BELOW.
32�� o/c MAX`
or (1) S
H4/6/8
SPECIFIED ON PLAN.
FOR STRAPPIN
FOR STRAPPING
@ EACH STUD
TO TOP/SHOE
OF TOP PLATE T
OF TOP PLATE TO
PLATE.
HEADER.
HEADER.
SHOE PLATE TO MEMBER BELOW
STUD TO SHOE PLATE
** LOW UPLIFT
OPTION **
(2) SDWC15600
SCREWS or (1) DSP
(2) SD
SCREWS
C15600
or (1) DSP
(1) SDWC15600 SCREW
(1) SDWC15600
BASED ONS
PPORTING(2)
+@ BASE OF
@ B
SE OF
SDWC15600
@MAX. 32" o/c.
or
ROOF
SPAN
JACK/KING POST
JACK/KING
POST
SCREWS @SHOE
NOTE: WHEN HIGH UPLIFT
OPTION IS NOTED ON PLAN USE
(1) SP1
SPACING MAYBE INCREASED
TO SHOE PLATE.
_
TO SHCE
_ _
PLATE.
PLATE TO EACH
INTERSECTING
(2) SDWC15600 SCREWS
TO 48" o/c WHEN
SUPPORTED
—
— —
MEMBER EACH
@ MAX. 24" o/c.
BEAM, GIRDER,
ROOF TRUS
ES SPAN NO
(2) SDWC15600 -�
_
--
SIDE OF JACK/KING
BLOCKING, OR
MORE T
AN 12.
_
SCREWS @ SHOE
`—�—
POST.
PERPENDICULAR
PLATE TO MEMBER
TRUSS/JOIST/BEAM.
BELOW.
WALL OVER SUPPORT MEMBER BELOW
OPENING OVER PARALLEL MEMBER
OPENING OVER PERPENDICULAR MEMBER
1/TDD
CONVENTIONAL STRAPPING DETAILS
NOTE: PLAN SPECIFIC NOTES OVERRIDE THESE
)ETAILS.
CLIP OR SCREW PER PLAN (REFER TO
DETAIL 5 FOR GABLE CONDITION).
ATTACH TRUSS TO TOP PLATE ON
SHEATHED SIDE OF WALL PER PLAN.
SHEATHING MUST
BE APPLIED PER
DETAIL J/FRD.
CUT SECTION
WALL TO HEADER STRAPPING IS NOT REQUIRED
IF ATR SPACING SPECIFIED IS MAINTAINED.
SEE FULL "
LENGTH
ATR DETAIL
tLtVAIIUN VItW
SINGLE ROOF FRAMING DIRECTLY
STORY OPTION OVER OPENING
SEE FULL
LENGTH
ATR DETAIL I
I I
I !
1 I
I I
I1
I I
t
I
! I
! 1
I f
I I
I t
I I'
1
SEE FULL
— LENGTH
ATR DETAIL
WALL TO HEADER STRAPPING IS NOT REQUIRED
IF ATR SPACING SPECIFIED IS MAINTAINED.
ELEVATION VIEW
FOS
MULTI ROOF FRAMING OVER FLOOR SYSTEM
STORY OPTION OVER OPENING
2/TDD � WALL OVER HEADER STRAPPING DETAILS
ALTERNATIVE
DROPPED
HEADER
CLIP OR SCREW -
PER PLAN
(REFER TO DETAIL
5 FOR GABLE
CONDITION)
CLIP OR SCREW -
PER PLAN
(REFER TO DETAIL
5 FOR GABLE.
CONDITION)
NOTE: STUD TO SHOE PLATE
AND SHOE PLATE TO
MEMBER BELOW
CONNECTIONS MAY BE
REPLACED w/ (1) CS22 @
BASE OF STUD DIRECTLY TO
MEMBER BELOW.
SHOE PLATE TO MEMBER BELOW
STUD TO TOP PLATE
(1) SDWC15600
or
(1) H8, TSP, or SP2
32" o/c MAX.`
STUD TO SHOE PLATE
(1) SDWC15600
or
(1) H8
SDWC TO BE INSTALLED
SKEWED BETWEEN 100
AND 300 FROM VERTICAL.
ATTACH HDR TO TOP
PLATE w/ SDWC15600's
@ 24" o/c SKEWED
rn BETWEEN 100 AND 30-
FROM VERTICAL.
SDWC SCREW OPTION
** HIGH UPLIFT OPTION **
REQUIRED WHEN
NOTED ON PLAN
**TIGHTEN TO 16" o/c MAX.
FOR "HIGH UPLIFT" OPTION.
NOTE: FOR 24" o/c FRAMING
USE (2) SDWC15600 SCREWS
or (1) SPH4/6/8
@ EACH STUD TO TOP/SHOE
PLATE,
** LOW UPLIFT OPTION **
BASED ON SUPPORTING
ROOF SPAN
SPACING MAY BE INCREASED
TO 48" o/c WHEN SUPPORTED
ROOF TRUSSES SPAN NO
MORE THAN 121
.
OP
OPENING
OVER HDR BELOW
N1NG OVER HDR BELOW
ATTACH TRUSS TO
NOTE: T
P
ER BELOW ATTACH KING POST
TO TOP P
TOP PLATE ON
PLATE TO
HDR
POST TO HDR
ALTERNATIVE
� INTERIOR SIDE OF
STRAPPING
MAY
HEADER MAY
w/ NUT & CUT
WALL PER PLAN.
BE OMITTED
WASHER
BE FLUSH (AS
STUBBIE, IT IS
�
ATTACH TOP PLATE
PROVIDED�HAT
EACH TRU
SIS
SHOWN) OR
DROPPED.
1
TO FLUSH HDR w/
ATTACH TO
HDR
SEE SINGLE STORY OPTIONS
f
SPH's @ 48" o/c.
w/ MT512
OR
FOR ATTACHMENT OF 1st
FLUSH
7/TDD
EACH SPECIFIED
OPTIONS
AND BLOWN HOLE. EPDXY
HEADER
ONTO SHOE PLATE.
Hz.sro
ATTACH EACH FLOOR TRUSS
0
(NOT REQUIRED IF 2nd
CONV. METAL OPTION
SDWC156
TOP PLATE w/ (1) SDWC156
WALL TO HEADER STRAPPING IS NOT REQUIRED
IF ATR SPACING SPECIFIED IS MAINTAINED.
SEE FULL "
LENGTH
ATR DETAIL
tLtVAIIUN VItW
SINGLE ROOF FRAMING DIRECTLY
STORY OPTION OVER OPENING
SEE FULL
LENGTH
ATR DETAIL I
I I
I !
1 I
I I
I1
I I
t
I
! I
! 1
I f
I I
I t
I I'
1
SEE FULL
— LENGTH
ATR DETAIL
WALL TO HEADER STRAPPING IS NOT REQUIRED
IF ATR SPACING SPECIFIED IS MAINTAINED.
ELEVATION VIEW
FOS
MULTI ROOF FRAMING OVER FLOOR SYSTEM
STORY OPTION OVER OPENING
2/TDD � WALL OVER HEADER STRAPPING DETAILS
ALTERNATIVE
DROPPED
HEADER
CLIP OR SCREW -
PER PLAN
(REFER TO DETAIL
5 FOR GABLE
CONDITION)
CLIP OR SCREW -
PER PLAN
(REFER TO DETAIL
5 FOR GABLE.
CONDITION)
NOTE: STUD TO SHOE PLATE
AND SHOE PLATE TO
MEMBER BELOW
CONNECTIONS MAY BE
REPLACED w/ (1) CS22 @
BASE OF STUD DIRECTLY TO
MEMBER BELOW.
SHOE PLATE TO MEMBER BELOW
STUD TO TOP PLATE
(1) SDWC15600
or
(1) H8, TSP, or SP2
32" o/c MAX.`
STUD TO SHOE PLATE
(1) SDWC15600
or
(1) H8
SDWC TO BE INSTALLED
SKEWED BETWEEN 100
AND 300 FROM VERTICAL.
ATTACH HDR TO TOP
PLATE w/ SDWC15600's
@ 24" o/c SKEWED
rn BETWEEN 100 AND 30-
FROM VERTICAL.
SDWC SCREW OPTION
** HIGH UPLIFT OPTION **
REQUIRED WHEN
NOTED ON PLAN
**TIGHTEN TO 16" o/c MAX.
FOR "HIGH UPLIFT" OPTION.
NOTE: FOR 24" o/c FRAMING
USE (2) SDWC15600 SCREWS
or (1) SPH4/6/8
@ EACH STUD TO TOP/SHOE
PLATE,
** LOW UPLIFT OPTION **
BASED ON SUPPORTING
ROOF SPAN
SPACING MAY BE INCREASED
TO 48" o/c WHEN SUPPORTED
ROOF TRUSSES SPAN NO
MORE THAN 121
.
OP
OPENING
OVER HDR BELOW
N1NG OVER HDR BELOW
NOTE: FO
OPENINGS WITH JACKS/KINGS
OVER HEA
ER BELOW ATTACH KING POST
TO TOP P
ATE w/ (2) SDWC15600 SCREWS
or (1) TSP
ND ATTACH BASE OF JACK/KING
POST TO HDR
BELOW w/ (1) CS22, UNLESS
NO
'ED OTHERWISE ON PLAN.
STUD TO TOP PLATE
(1) SDWC15600
or
(1) H8, TSP, or SP2
32" o/c MAX. **
STUD TO SHOE PLATE
(1) SDWC15600 SCREW
3/811111 TITEN HD
n--
(1) SDWC15600
GRADE 36 STEEL ROD. UPPERMOST
@ MAX. 32" o/c.
NOTE: IN THE
TO OVERFLOW
or
EVENT WALL
NOTE: WHEN HIGH UPLIFT
1/211x7" CAST -IN-
CAVITY SPACE
(1) SP1
PLACE "J" BOLT
OPTION IS NOTED ON PLAN USE
w/ NUT & CUT
w/ NUT & CUT
REQUIRED
WASHER
(2) SDWC15600 SCREWS
STUBBIE, IT IS
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ALLOWABLE TO
@ MAX. 24" o/c.
—
USE AN LTT20B @
11
EXTERIOR* (STEMWALL) - 12"
SEE SINGLE STORY OPTIONS
f
5/8" GRADE 2 HEX NUT OVER
POST
OPTIONS
FOR ATTACHMENT OF 1st
t
7/TDD
I
OPTIONS
AND BLOWN HOLE. EPDXY
FLOOR TOP PLATE TO HDR.
ONTO SHOE PLATE.
LO WEST
ATTACH EACH FLOOR TRUSS
0
(NOT REQUIRED IF 2nd
i
*MIN. 3" EDGE DISTANCE I I
II
TOP PLATE w/ (1) SDWC156
0
FLOOR STUDS ARE
N.
(NOT REQUIRED IF 2nd FLOOR
ATTACHED TO HDR w/
STUDS ARE ATTACHED TO H
R
c522's.
w/ CS22's)
❑
- -
2:
CUT SECTION
LL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERS ABOVE.
THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY.
** HIGH UPLIFT OPTION
REQUIRED WHEN
NOTED ON PLAN
**TIGHTEN TO 16" o/c MAX.
FOR "HIGH UPLIFT" OPTION.
NOTE: FOR 24" o/c FRAMING
USE (2) SDWC15600 SCREWS
or (1) SPH4/6/8
@ EACH STUD TO TOP/SHOE
PLATE.
** LOW UPLIFT OPTION
BASED ON SUPPORTING
ROOF SPAN
SPACING MAY BE INCREASED
TO 48" o/c WHEN SUPPORTED
ROOF TRUSSES SPAN NO
MORE THAN 12".
—(1) FULL LENGTH
ATR WITHIN 2" OF
HEADER POST.
PLATED CONDITION
SHOWN. NOTCHED
HEADER APPLIES.
(1) FULL LENGTH
ATR WITHIN 2" OF
END POST, ONE
SIDE OF CORNER.
PLATED CONDITION
SHOWN. NOTCHED
HEADER APPLIES.
PLATED CONDITION
SHOWN. NOTCHED
HEADER APPLIES.
(1) FULL
LENGTH ATR
WITHIN 2"
OF HEADER
POST.
(1) H2.5A/T @ HDR
TO POST w/ (1)
H2.5A/T @ BASE
TO POST/TOP
PLATE BELOW.
ONLY (1) H2.5A/T
REQUIRED IF
HEADER BEARS
DIRECTLY ON TOP
PLATE.
PORCH HDR @WALL PORCH HDR @WALL CORNER RAISED PORCH HDR @WALL
(1) MSTA24 @
EACH PORCH HDR
TO COLUMN (MIN.
(2) MSTA24's PER
COLUMN).
3RCH HDR,
=E PLAN.
DRCH POST,
=F PI AN
5/8" x 6" EMBED
EPDXIED ATR.
ABU
(12) 16d
COMMON (.162)
x 3-1/2" NAILS.
PORCH HDR @POST CORNER
3/TDD PORCH HDR STRAPPING DETAILS
MAXIMUM SPACING PER PLAN
PORCH HDR,
SEE PLAN.
5/8" x 6" EMBED
EPDXIED ATR.
I TA
I I I► t l
I I I I 11
I ► I ► I I
I ! I ! I I
I I I I ( I
I I I I I I
I I ! ! I I
I( I I I I
I I 11 1 I
I I I I I I
I t I I ! I
I I I I I I
I 1 ( I I
III ! I t t
I I SEE FULL LENGTH I SEE FULL LENGTH
I t " 3/8ATR or QTB 1 1 t t
! t I t 3/8" ATR or QTB I I
1 1 DETAIL DETAIL !
1 I
I t I I I I
I ! I I t
I I I I I I
SEE I I 11 I i
SEE
I! I I I I
STUBBIE I I ► ► STUBBIE 1 I
OPTIONS t l ► 1 OPTIONS 1 1
DETAIL j j DETAIL i l
I I C I I I
►III ii°i .I o{li
STUBBIE SPACING
IF SPECIFIED ON PLAN
OR SCHEDULE.
NOTE: FULL LENGTH ATR MAY BE
INCLUDED IN STUBBIE SPACING.
IuI
4/TDD ALL THREAD ROD SYSTEM DETAIL
II II I! Ii
fl I IE 11
It II II tl
11 I II II
it II ►I
II II II II
II II II II
I! II it II
It II `I II
II I! I II
II 11 ;! Il
II Il II
ti II 1 II
II II II II
II 11 !I II
II II it II
II !I II
II II li II
II If II l
II II II
II II it fl
Ll -- --— — — — — — — ---
OPTION 2
ATTACH TOP PLATE TO GABLE END
BOTTOM CHORD w/ SIMPSON SDWC
OR 1/4"x6" SDS SCREWS @ 5' o/c.
FOR OPENINGS GREATER THAN 5' BUT
NO LARGER THAN 18', INSTALL (2)
SCREWS EACH SIDE OF OPENING.
5/TDD I GABLE END TIE -DOWN DETAIL
(1) MSTA24 @ EACH
PORCH HDR TO COLUMN
(MIN. (2) MSTA24's PER
COLUMN).
-PORCH POST,
SEE PLAN.
ABU
(12) 16d
COMMON (.162)
x 3-1/2" NAILS.
PORCH HDR @POST
GABLE END
ATTACH STUDS TO TOP PLATE
w/ (1) H8 AND TO SHOE
PLATE w/ (1) SSP OR TO
BEAM/HDR BELOW w/ (1)
CS22 @ 48" o/c MAX.
ATTACH SHOE PLATE w/
3/8"x6" EMBED EPDXIED ATR
STUBBIES @ ATR/STUBBIE
SPACING SPECIFIED ON PLAN.
NOTE: IF OPTION 2 IS
FOLLOWED, ATTACH TOP
PLATE STRAPPING ON SAME
SIDE AS LTP4'S.
OPTION 1
ATTACH TOP PLATE TO
GABLE END BOTTOM
CHORD w/ LTP4's @ 5' o/c.
IGENERAL NOTES I
1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON"SET-\P"
2 -PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS.
EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOR
ALL QUICK TIE (QT) CABLES.
2. NAIL DIAMETERS:
8d COMMON =.131
16d SINKER =.148
10d COMMON =.148
16d COMMON =.162
3. IN THE EVENTTHE SHEATHING IS APPLIED PRIOR TO INSTALLATION
OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO
SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH
SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED
STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE.
4. ATR/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT
OR 2" PER FLOOR LEVEL - WHICHEVER IS LESS.
5. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE.
6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL
COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL
THREAD ROD.
3/8" GRADE 2 HEX NUT
3/811111 TITEN HD
n--
3/8" ASTM F1554,
GRADE 36 STEEL ROD. UPPERMOST
w/ CUT WASHER
NOTE: IN THE
TO OVERFLOW
ONTO SHOE PLATE.
EVENT WALL
3/8"x6" EMBED
1/211x7" CAST -IN-
CAVITY SPACE
EPDXIED ATR
PLACE "J" BOLT
DOES NOT ALLOW
w/ NUT & CUT
w/ NUT & CUT
REQUIRED
WASHER
WASHER
STUBBIE, IT IS
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ALLOWABLE TO
— _
—
USE AN LTT20B @
11
EXTERIOR* (STEMWALL) - 12"
BASE OF WALL
u
5/8" GRADE 2 HEX NUT OVER
POST
OPTIONS
5/8" ASTM F1554,
7/TDD
STUBBIE
OPTIONS
AND BLOWN HOLE. EPDXY
3/8" GRADE 2 HEX NUT
OVER 2"x2"x1/8" WASHER.
n--
3/8" ASTM F1554,
GRADE 36 STEEL ROD. UPPERMOST
TOP PLATE
SET ROD IN 7/16" BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
EMBEDMENT: SHOE PLATE
INTERIOR - 4"— I r
EXTERIOR* (MONO) - 6" I. —_
EXTERIOR* (STEMWALL) - 6" 11
*MIN. 2-1/2" EDGE DISTANCE u
3/8" ATR DETAIL
1/2" GRADE 2 HEX NUT OVER
3"x3"x1/8" SLOTTED WASHER.
1/2" ASTM F1554,
GRADE 36 STEEL ROD. UPPERMOST
TOP PLATE
SET ROD IN 9/16" BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
EMBEDMENT: SHOE PLATE
INTERIOR - 5"
EXTERIOR* (MONO) - 8"
EXTERIOR* (STEMWALL) - 12"
*MIN. 3" EDGE DISTANCE I I
u
1/2" ATR D ETAI L
5/8" GRADE 2 HEX NUT OVER
DOUBLE 3"x3"x1/4" ROUND
HOLE WASHER.
5/8" ASTM F1554,
GRADE 36 STEEL ROD. UPPERMOST
TOP PLATE
SET ROD IN 11/16" BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LO WEST
EMBEDMENT: SHOE PLATE
INTERIOR - 6"
EXTERIOR* (MONO) - 12"
EXTERIOR* (STEMWALL) - 15"
*MIN. 3" EDGE DISTANCE I I
II
U
5/8" ATR DETAIL
8/TDD
ATR DETAILS
3/8" GRADE 2 HEX NUT
OVER 2 -1/4"x2 -1/4"x1/8"
WASHER.
QTB BLUE QUICK —
TIE ASSEMBLY
CONSISTING OF 3/$" UPPERMOST
THREADED STUDS TOP PLATE
AND 3/16" WIRE ROPE.
SET ROD IN 7/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
NOTE: PROVIDE MIN.
2-1/2" EDGE DISTANCE @
SLAB EDGES (WHERE
APPLICABLE)
QTB (BLUE) DETAIL
1/2" GRADE 2 HEX NUT
OVER 3"x3"x1/4" WASHER.
QTG GREEN QUICK --
TIE ASSEMBLY
CONSISTING OF 1/2"UPPERMOST
THREADED STUDS TOP PLATE
AND 1/4" WIRE ROPE.
SET ROD IN 9/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
NOTE: COUPLE TO
1/21111x8" EMBED EPDXIED I 4"
ATR @ ALL SLAB EDGES
(MIN. 3" EDGE DISTANCE).
QTG (GREEN) DETAIL
5/8" GRADE 2 HEX NUT
OVER 311x3"x1/4" WASHER.
QTO ORANGE QUICK
TIE ASSEMBLY
CONSISTING OF 5%8 UPPERMOST
THREADED STUDS TOP PLATE
AND 5/16" WIRE ROPE.
SET ROD IN 11/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
NOTE: COUPLE TO i I
5/8"x15" EMBED EPDXIEDj j 6"
ATR @ ALL SLAB EDGES I I
(MIN. 3" EDGE DISTANCE).
QTO (ORANGE) DETAIL
9/TDD I QUICK TIE DETAILS
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14300
PRIOR VERSION DATES
SHEET
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
4�.A• M
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PRIOR VERSION DATES
SHEET
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
4�.A• M
P'�......00
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10
TATE OF
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9/11/18