HomeMy WebLinkAbout37409 Neighbors Path52'-4"
52'- 4"
'6V (::)5 3b
24'-0-
F:X I
Row 144ow MR I
-099 'C4
SCALE 1/4 V)
Note: Conden5ate and roof down5pout5 5hall di5charoje at lea5t 1'-0" Away from buildin6j 51cle, waII5
Note 1: All Plumbing, Electrical and Mechanical rough —ins must be
complete, inspected and approved before requesting the framing inspection.
Note 2: Post a permanent sign which identifies the termite treatment provider
and need for re —inspection and treatment contract renewal shall be provided
The sign shall be posted near the W/H or Electrical panel.
Note 3: SHEAR WALLS
All masonry wall segments (Having no opening which exceed 144 sq. inches with a
dimension on any side No greater than 12") 3 feet or more in lenght between filled
cells
are considered as shear walls. This plan meets or exceeds shearwall requirements.
Note 4: Girder/Hipset Anchors
(1) (1) Simpson HETA 20 w/
14-10d x 1-1/2"
(2) (2) Simpson HETA 20 w/
GENERAL NOTE5
00
ALL EXTERIOR WALL HEADER HEIGHTS ARE
@ 8'-0" A.F.F. UNLESS NOTED OTHERWISE
BUILDER TO VERIFY ALL MATERIAL SELECTION
t DIMENSIONS PRIOR TO INSTALLATION.
* ALL INTERIOR WALL DIMEN51ONS ARE 4"
UNLESS NOTED OTHERWISE.
* 10-8" HIGH FLAT CEILINGS
* ROUNDED CORNER BEAD THROUGH OUT.
* ALL WINDOWS AND EXTERIOR FRENCH DOORS
WILL BE IMPACT PROTECTED W/SHUTTER
SEE DETAILS ATTACHED
24'-0"-
12'-4"
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SLAB ON GRA)E
TO BE 4" THICK WITH 6 x 6 — WI.4 x WI.4 W.W.F. ON VAPOR
BARRIER OVER
COMPACTED TERMITE TREATED SOIL.
TOP OF SLAB
ELEVATION = 0'-0" EXSITING.
PROVIDE 12"
MIN. SOIL COVER OVER ALL EXTERIOR FOUNDATIONS. CONTRACTOR
TO FIELD VERIFY
FOUNDATION ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER
OF ANY DISCREPANCIES.
REFER TO ARCHITECTURAL/
CIVIL FOR EXTERIOR SLAB AND SIDEWALK
INFORMATION.
INSTALL MASONRY
CONTROL JOINTS AT 32'-0" O.C. MAXIMUM. REFER TO
MASONRY CONTROL
JOINT DETAIL 1/Slb. COORDINATE LOCATIONS WITH
ARCHITECTURAL
REQUIREMENTS.
CONTRACTOR
TO COORDINATE TOP / BOTTOM OF FOUNDATION ELEVATIONS WITH
EXISTING SITE
CONDITIONS AND STEP FOOTINGS AS REQUIRED TO MAINTAIN PROPER
COVERAGES —
SEE DETAIL
THE SAFE ALLOWABLE
SOIL BEARING CAPACITY FOR PURPOSE OF DESIGN IS ASSUMED TO BE 201
All Soil or Waste
pipe or building drains under a footing or through a foundation wall
Shall have a
pipe TWO (2) sizes greater than the pipe passing though as per
10. CONTRACTDR
TO VERIFY ALL DIMENSIONS AND MATERIAL SELECTIONS PRIOR TO CONST.
SEE SHEET DETAIL
FOR WIND TABLES.
'71
52'-4"
R403.1.4 Minimum depth.
All exterior footings shall be placed at least 12 inches (305 mm)
below the undisturbed ground surface.
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THIS DOCUMENT AND ALL INFO
ATION,
DESIGN, CONCEPTS DRAWINGS, DETAILS,
SPECIFICATIONS AND GENERAL NOTES
CONTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF "PEAR EDS"
IT SHALL NOT BE COPIED OF TRANSMITTED
IN ANY FORMS OR BY ANY MEAN ELECTRONIC,
MECHANICAL INCLUDING RECORD
NG
PHOTOCOPYING, INFORMATION STORED
RETRIEVAL SYSTEMS STRICTLY WITHOUT
V) THE APPROPRIATE PRIOR WRITTEN PERMISSION
PEAR EDS, LLC. THIS DRAWING SHALL BE USED AS A
REFERENCE DOCUMENT AND WORKING INSTRUMENT
ONLY BY AUTHORIZED PERSONNEL.
Engineer of Record
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ALL wORK
COC)PS S11ALL COMpLy Wlrtj PReV
FLORIDA a
NAT10NAL Ete UILDING COORI .41t
AND THE C,7, CrRIC C00e,
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CITY OF ZEPH,R7H1
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DATE: 5/10/2023
SCALE: 1/4"=l'
FILE NAME: GONZALEZ-RESIDENCE
REVISIONS:
NO. DATE DESCRIPTION BY
DRAWING TITLE:
FOUNDATION - FLOOR PLAN,
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTORS SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB
DRAWING NO.: SHEET NO.:
1
SET TOTAL SHEETS:
1/6
METAL ROOF
15 LB. FELT P. ON 15/32"
PLYWOOD SHEATHING OR OSI3
12
6F
4'-0* TRUSS BRNG. ENTRY
L
oil
F.F.ELEV. 0'-0"
METAL ROOF
15 LB. FELT P. ON 15/32"
PLYWOOD SHEATHING OR OSB
1'- 4
EN
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FRONT ELEVATION
PAN& OVERLW
WIN UNDIE11"Y"
M" PANOL DETAIL 2 SEE DETAIL I
PAN& FAMER
VWNS PVt AULOWAIM
UPU" UMD TWE
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DECK AITACHWENT AND PUM00
15/32" THO NI
SUPPORM am K
K31M AND 04STNIM
BY OTHERS
mem AA_ WWUW !!!r1LRrd%A31f
TRM AT MAX. 24 O.C.
TYPICAL PANEL INSTALLATION X—SECTION
METAL ROOF
15 LB. FELT P. ON 15/32"
PLYWOOD SHEATHING OR OSB
#10-15 X 2o UMG W=
SCREW WITH WASHER
NEW LN00UYMM
PAN 26 PANCL
EUSM SHIN=
(opnDNAL)
EWNG UNDEMAYMENT -J 'V PLYMM
(WnDNAL)
DETAIL 1 15/32" TIHIICK (MIN.)
110-15 9 2m LONG WOOD
SCREW WaN WASHER
FRONT ELEVATION
r1d
L\n,
1'-4
12
16
61 12
12
6F
NEW 1.11INDERLOWN7 -MIN 26 GOL PANEL CEMENTITIOUS COAT FINISH
(COMPLIED W/ ASTIM C 926, &
ASTM C 1063 REQUIREMENTS)
E)OSW SHIKIZ
(OFT1111:11NAL)
EXOM UNDWYMIDIT -J V Ptylmm
(OPM00 Q LIN L 15/32- THICK (M.)
F.F.ELEV. 0'-0"
METAL ROOF
15 LB. FELT P. ON 15/32"
PLYWOOD SHEATHING OR OSB
PRODUCT APPROVAL.
PRODUCT CATEGORY
SUBCATEGORY
MANUFACTURE
APPROVAL No.
EXP. DATE
NOTES.
EXTERIOR DOORS
Swinging Exterior
Door Assemblies
PGT INDUSTRIES
FL2S3-R2O
OCTOBER 18 2022
SHUTTERS
STORM PANELS
TRANSPARENT PROTECTION SYSTEM, INC.
FL 6416-R4
DECEMBER 31 2022
ROORNG
METAL ROOF
Union Corrugctin Company
FL 20484.1-R2
OCTOBER 13 2023
ROOFING
UNDERLAYMENT
Gaf Materials Corp.
FL1 4140- R5
OCTOBER 15 2024
STRUCTURAL
COMPONENTS
Product Introd. as a
New Technoloav
FECP CORP. CAST CRETE DIV.
FL 158-R12
MAY 21 2022
CONC.
LINTELS
TRUSS PLATE
ALPINE ENGINEERING PROD. INC
FL 1999-R6
DECEMBER 31 2022
WOOD CONNECTORS
ANCHORS
SIMPSON STRONG -TIE CO.
FL 10852/11470
DECEMBER31 2022
STRAP TIES
TRUSS ANCHOR
GARAGE DOOR
Exterior Overhead
Wayne Dalton Corp.
FL5587-Rl 2
MAY 12 2030
WINDOWS
Fixed
PGT Industries
FL243.1 -R22
APRIL 11 2023
Double Hung
PGT Industries
FL239.1-R26
SEPTEMBER 01 2022
Sliders
PGT Industries
FL242.1-R26
I APRIL 05 2022
I
PANEL WALLS
Soffits
Amerimax Home products.
FL5396-R4
DECEMBER 31 2022
NOTES:
1. ALL PRODUCTS APPROVAL INFORMATION WAS OBTAINED FROM FLORIDA BUILDING CODE WEBSIDE.
2. ALL PRODUCT APPROVALS LISTED ABOVE HAVE STATEWIDE APPROVAL.
CONTRACTOR MUST PROVIDE PRODUCT APPROVAL PRIOR TO INSTALATION.
MINIMUM VENT AREA 3162 S.F./150
VENT. ATTIC AREA REQU. 21.8 S.F.
VENTILATION PROVIDED:
4 CONTINUOUS X APROX. 63.3 FEET
21.8 S.F. OF VENTILATION OPENING
CEMENTITIOUS COAT FINISH
(COMPLIED W/ ASTM C 926,
ASTM C 1063 REQUIREMENTS)
RIGHT ELEVATION
5CALE 114"= 1 I -Olt
R703.4FIashing.
Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached
flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as
flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall cavity or penetration of
water to the building structural framing components. Self -adhered membranes used as
flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the
juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class
25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant. Fluid -applied membranes
used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to
the surface of the exterior wall finish. Approved flashings shall be installed at the following
locations:
1.Exterior window and door openings. Flashing at exterior window and door openings shall
extend to the surface of the exterior wall finish or to the water -resistive barrier complying
with Section 703.2 for subsequent drainage. Mechanicall attached flexible flashings shall
comply with AAMA 712. Flashing at exterior window and door openings shall be installed in
accordance with one or more of the following
METAL ROOF
15 LB. FELT P. ON 15/32"
PLYWOOD SHEATHING OR OSB
1/2* CDX PLYWOOD W/PRE
DRILLED HOLES MATCHING
W/ANCHORS TYP. EA DOOR
WINDOW OPEN.
0 PLYWOOD PANELS SHALL
BE MARKED ACCORDING TO
EACH OPENING & ON SITE 0
TIME OF FINAL INSPECTION .
*7
R I G
H T ELEVATION
5CALff 114 It= 1 1-011
D)7
[D
METAL ROOF
15 LB. FELT P. ON 15/32"
PLYWOOD SHEATHING OR OSB
12
16
METAL 3/4' X 2- WALL
ANCHORS EPDXYED INTO
MASONRY WALL W/1/2-
X 2 1/2- LAG SCREW
W/2- DIA FLAT WACHER
EA CORNER & I EA 0
CENTER SPAN 6'0* OR
GREATS
1/2- ADX PLYM SHIELD
CUT TO FIT EA OPENING.
WALL ANCHORS
EPDXYED INTO BLK.
CONCRETE SILL
EPDXY 3/4'x2* ANCHOF
ALUM. FRAME WINDOW INTO BLK C. CORNERS
BEYONS (SEE DETAIL
SHT FOR INSTALL
SPECS.)
ALUM. FRAME WINDOW
AS SPECIFIED
INSIDE MARBLE SILL
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THIS DOCUMENT AND ALL INFORMATION,
DESIGN, CONCEPTS DRAWINGS, DETAILS,
SPECIFICATIONS AND GENERAL NOTES
CONTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF "PEAR EDS"
:T SHALL NOT BE COPIED OF TRANSMITTED
N ANY FORMS OR BY ANY MEAN ELECTRONIC.
MECHANICAL INCLUDING RECORDING
PHOTOCOPYING, INFORMATION STORED &
RETRIEVAL SYSTEMS STRICTLY WITHOUT
THE APPROPRIATE PRIOR WRITTEN PERMISSION
PEAR EDS, LLC. THIS DRAWING SHALL BE USED AS A
REFERENCE DOCUMENT AND WORKING INSTRUMENT
ONLY BY AUTHORIZED PERSONNEL.
Engineer of Record
Martin At ache Mori PE # 80085
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DATE: 5/10/2023
SCALE: 1/4"=l'
FILENAME: GONZALEZ-RESIDENCE
REVISIONS:
NO. DATE DESCRIPTION BY
DRAWING TITLE:
ELEVATIONS
vVRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS, CONTRACTORS SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB
DRAWING NO. SHEET NO.: 2
2 SET TOTAL SHEETS:
2/6
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1DK THIS DOCUMENT AND ALL INFORMATION,
DESIGN, CONCEPTS DRAWINGS, DETAILS,
SPECI FICATIONS AND GENERAL NOTES
CONTAINED HEREIN ARE THE EXCLUSIVE
ROPERTY OF "PEAREDS"
T SHALL NOT BE COPIED OF TRANSMITTED
N ANY FORMS OR BY ANY MEAN ELECTRONIC,
MECHANICAL INCLUDING RECORDING
GA R F T PHOTOCOPYING, INFORMATION STORED &
RETRIEVAL SYSTEMS STRICTLY WITHOUT
THE APPROPRIATE PRIOR WRITTEN PERMISSION
PEAR EDS, LLC. THIS DRAWING SHALL BE USED AS A
REFERENCE DOCUMENT AND WORKING INSTRUMENT
)K ONLY BY AUTHORIZED PERSONNEL.
CLG. AfEA F KE- M AN f U CTU KE 1) Engineer of Record
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AMP. IWINDOWWID-1 19 2G- 112 37 53- 1/8 1
ELECTRICAL 4�z� _�� !4�1 111 �_, J_�Z�
PANEL 2G- 112 26 2G CODE 12 MCODE /232 HCODC 22 [H] CODE 32
36-7/5 38-3/8 M COX 13 [fiCCDE 112 33 [MCODE 23 FM CODE 33
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PKIOK TO 11\15TALLATION
* ALL 5WITCHE5 TO BE IN5TALLED @ A.f.f. G3-112 G3 G3 P:F-p
Note: arc -fault circuit interruptei-5 in all dwellincj unit bedroom5, family, clininq per NEC article 210-12 CODE 15 CODE 112 35 EEL] CODE25 CODE 35 ELECTRICAL - ROOF PLAN
Effl q�H
553.885 CARBON MONOXIDE ALARM REQUIRED. /5-5/8 75-�/8 75-1/8
EVERY BUILDING FOR WHICH A BUILDING PERMIT IS ISSUED FOR NEW CONSTRUCTION CODE I G CODE 112 3G CODE 2G CODE 36
ON OR AFTER JULY 1, 2008, AND HAVING A FOSSIL- FUEL-BURNI NG HEATER OR Effl IM HETA 20 @ ea.TRUSS
21 2f T_
ts I LLI EGK�55 WINDOW5
APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN APPROVED 0- a-- �5:
0 0 51NGLE 1UNG WINDOW MAXINUM Of 44" hGf f f. Pfl
LU 1-1 n WRITTEN DIMENSIONS SHALL HA7PRECEDENCE
OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET EACH ROOM > U VINNUM Of 24'HGT CPNING OVER SCALE DIMENSIONS. CONTRACTORS SHALL
0 VININUM Of 24'hGT CPNINS VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
USED FOR SLEEPING PURPOSES. I CC) AND CONDITIONS OF THE JOB
DRAWING NO.: SHEET NO.: 3
3 SET TOTAL SHEETS'
3/6
ELEVATION
VARIES
5V METAL ROOF PAN�LS
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BOND BEAM W/ STD 0 ea END
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LAP SPLICE = 25"
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15REBAR CONT.
1N. COVER
VERTICAL WALL CONT. REINF.
2 05 SLEIN�F.
Or" U0.1 I AD
U
C
CONTINUITY REINFORCEMENT
#5 STID 90 DEG. HOOK
AC'
#5 R[
Lei
U5PTA20
COLUMN
C
Ukto*h"O&
OK
COLUMN
AM
4- 1,11ICK 3,ODO P.S.L�CONC. SLAB W/
W/ 1 1-02 FIBER ME H OR 6X6 1.4 � 1.4
WWF ON .6 VAPOR BARRIER LAPPED 6
AND TAPED OVER CLEAN COMPACTED TERMITE
CL TREATED FILL
z 4
a
Ld , C-4
0'-0" �.f. ELEV.
7 30" 4 REBAR EACH WAY
COLUMN SECTION
W/ PRECAST LINTEL
PROVIDE 12" MIN.
SOIL COVER OVER
ALL EXTERIOR
FOUNDATIONS.
INTERIOR BEARING WALL
AT GARAGE
H2.5 SIMPSON OR HCDP U.S.P.
INSULATION
PARTITION WALL
H2.5 SIMPSON OR HCDP U.S.P.
TRUSS BOTTOM CHORD OR
2" X 4" BLOCKING W/ 2 INSU
16d TOE NAILS 0 EACH
END
"TRUSS BOTTOq CHORD OR 2X4
DOUBLE P PLATE
ITO
BLOCKING W/ 16d TOE NAJLS 0
U 'r
EACH END
NOTE: 2 - 16d NAILS 0
IDLOUBLE TOP PLATE 24" O.C. OR EQUAL TO
H2.5 SIMPSON OR HCDP S.P.
TRUSS BOTTOM CHORD OR
BLOCKING CAN BE USED UN
R13 INSULATION LIEU OF SIMPSON STC
STRAP
2' X 4" STUD 0 16" O.C.
NOTE:
HIL11 1/2" 0 KWK BOLT 11
W/ 8" MIN. EMBEDMENT MAY
BE USED IN UELI OF
(1) ROW 2X4 BLOCKING 0 MID HGT. FOR WALL
ANCHOR BOLTS.
HGT. < 8' - 6-. (2) ROWS 2X4 BLOCKING 0
3rd PTS FOR WALL HGT. > 8' 6".
1/2" DRYWALL
1/2" 0 X 8' ANCHOR BOLT 0 21' O.C.
W/ 2-0 X 3/16- PLATE WASHER
H2.5 SIMPSON OR HCDP U.S.P.
2" X 4" PT PLATE
6 X 6 W1.4 X W1.4
OR FIBER MESH
7 * - �.-
4
4'
PROVIDE C-4
12" MIN.
SOIL COVER
OVER ALL
EXTERIOR
FOUNDATIONS. 2 5 CONT. *12" 4.
UWPRD�'&D. RELMEIM" MILL @ 93UFEP,
NOTE:
SIMPSON HETA20 0 EACH STUD NTH 16 - 10d X 1 - 1/2- MAY BE USED IN UEU OF
ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD.
SIMPSON H2.5 ARE NOT REQUIRED W/ THIS ALT.
ER
COLUMN SECTION
W/ WOOD BEAM
INTERIOR BEARING WALL
H2.� SIMPSON OR HCDP U.S.P. INSULATION
2 X 4" TOP
PLATE
2" . X4" STUD 0 24" O.C. H2.5 SIMPSON OR HCDP U.S.P.
1/2" DRYWALL
PROVIDE HILT] X - CIF
NAILS OR EQUAL 0 12"
D.C. STAGGERED FROM BOT.
PLATE TO CONCRETE
2" X 4' PT PLATE
H2.5 SIMPSON OR HCDP U.S.P.
SPACE ANCHOR
BOLTS 6" MAX. FROM
END OF 2" X PLATE.
1 ! ... - . N 1-.
.
cli
AF' IIZ�4
L , 4
J�APPT G
LRM
IrE
4�Tl��ICKN(3,000f'.-9.1.)CONC.5LAF3 W1
/ LO G f5ff ME51-i OP, GXG 1.4 x 1.4
WWF ON Gmm VAPOR 13ARRIER LAPPED G"
AND TAPED OVER CLEAN COMFACTED'I EWITE
TREATED FILL
UWIPM�_�&[L EFT17RUM
HQ)H-MIRR�n]Ha WMILIL
MAXIMUM STUD SPACING
DOUBLE TOP PLATE
2" X.4;. STUD
0 6 C�
(1) ROW 2X4 BLOCKING 0 MID HGT. FOR
WALL HGT. < 8' - 6-. (2) ROWS 2X4
BLOCKING 0 3rd PTS FOR WALL HGT. >
8' - 6'.
ONT*
8 �18
STUD
LATERAL
SUPPORTING ROOF AND
SUPPORTING 1 FLOOR.
SUPPORTING 1 FLOOR,
SIZE
UNSUPPORTED
CEILING ONLY
ROOF AND CEILING
ROOF AND CEILING
STUD HEIGHT (FT.)
(IN)
(IN)
(IN)
2x4
10
24
16
-
3x4
10
24
24
16
2x5
10
24
24
-
2x6
10
24
24
16
1/2- 0 X 8- ANCHOR BOLT 0 24- O.C.
W/ 2' 0 X 3/16- PLATE WASHER (TYP.)
2" X 4* PT PLATE
E
8
CN
4 0 LO
W LL V! Uj
01!4 CL CV)
T
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L_ 0
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PEAR Engineering
Design Service, L.L.C.
THISDOCUMENT AND ALL INFORMATION,
w
DESIGN,CONCEPTS DRAWINGS, DETAILS,
SPECIFICATIONS AND GENERAL NOTES
CONTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF "PEAREDS"
IT SHALL NOT BE COPIED OF TRANSMITTED
IN ANY FORMS OR BY ANY MEAN ELECTRONIC,
MECHANICAL INCLUDING RECORDING
PHOTOCOPYING, INFORMATION STORED &
RETRIEVAL SYSTEMS STRICTLY WITHOUT
THE APPROPRIATE PRIOR WRITTEN PERMISSION
PEAR EDS, LLC. THIS DRAWING SHALL BE USED AS A
REFERENCE DOCUMENT AND WORKING INSTRUMENT
ONLY BY AUTHORIZED PERSONNEL.
Engineer of Record
21 -0
Martin Arache Mori PE # 80085
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DRAWN BY: AY
DATE:
5/10/2023
SCALE: 1/4"=l'
FILE NAME: GONZALEZ-RESIDENCE
REVISIONS:
NO.
DATE
DESCRIPTION
BY
DRAWING TITLE:
DETAILS 1
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTORS SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB
DRAWING NO.: SHEET NO.:
4
SET TOTAL SHEETS:
4/7
GENERAL NOTES
ALL SUBCONTRACTORS WILL BE RESPONSIBLE OF MEETING ACTUAL BUILDING CODES
ALSO SHALL FIELD VERIFY ALL THE MEASUREMENTS
1, CODES,
1.1 FLORIDA BUILDING CODE 2020 7TH EDITION, RESIDENTIAL.
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99)
1.5 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES'
BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION.
2.0 DESIGN CRITERIA
2.1 DWELLING FLOORS- 40 PSF LIVE LOAD + 15 PSF DEAD LOAD
2.2 BALCONIES - 40 PSIF LIVE LOAD +15 15 PSF DEAD LOAD.
2.3 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF T/C & 10
PSF B/C) DEAD LOAD FOR SHINGLE ROOFSj 25 PSF (15 PSF T/C & 10 PSF B/C)
DEAD LOAD FOR CONCRETE TILE ROOF.
2.4 WIND 145 MPH, 3 SECOND GUST, EXPOSURE 'B', IMPORTANCE FACT13R 1,10
6. WOOD
2.5 NET UPLIFT DEAD LOADS 10 PSF SHINGLEj 15 PSF TILE.
6.1 WOOD STRUCTURAL FRAMING MEMBERS
WALL STUDS -SPF STUD OR CONSTRUCTION GRADE
TOP AND BOTTOM PLATE -SPF STD & BTC
BOTTOM PLATE IN CONTACT WITH MASONRY
-#3 SYP FIT
I JOIST SQUASH BLOCK 1. -SPF STUD OR CONSTRUCTION GRADE
TRUSS BRACING AND BLOCKING -SPF STUD OR CONSTRUCTION GRADE
FURRING L B,U.C. STRIP
-#3 SYP PT
- 91=1250 PSI AND A ma
(UNLESS NOTED OTHERWISE ABOVE)#2 SOUTHERN YELLOW PINE WITH AN
AN ALLOWABLE BENDING STRESS TO PER NDS DULES
OF ELASTICITY
- 1.600,000 PSI
6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE
'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES' BY
THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB LATEST EDITION AND QST-
LATEST EDIT113N
BE PRESSURE TREATED.
6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO
6.4 ROOF SHEATHING, (APA RATED EXPOSURE 1) 1/2' PLYWOOD OR 7/16 OSB
MINIMUM SHINGLE OR TILE,
6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES
6,6 5/8' X 7' EXPANSION BOLT OR 112' X 8' A.B. BOLT MAY BE USED
INTERCHANGEABLY
6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16' T X 1/4'
LONG MASONRY SCREW FOR EVER (2) - 10d NAILS,
6.8 SIMPSON PA51 EMBEDDED STRAPS MAY BE REPLACED USING SIMPSON MTS48
STRAPS WITH 20 - 12d NAILS THRU SHEATHING & INTO STUDS ABOVE & (10) -
3 1/6' T x 1 1/4' LONG MASONRY SCREWS,
6.9 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING, IF .099 DIA
NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIRED TO THE FOLLOWING
SCHEDULE, (SEE 7/S6 FOR LOCATIONS IF APPLICABLE)
WAL13
A. NAIL AT BASE 15' o.c. W/6d BOX NAIL
B. NAIL AT TOP PLATE 1.5' oz. W/6d BOX NAIL
C. NAIL OPENING PERIMETER @ 1.5' o,c. W/6d BOX NAIL
E. STAGGER ALL VERT. JOINTS & NAIL III 2'o,c. W/6d BOX NAIL
F, NO SPLICE @ HEADER NAIL SHEATHING TO HEADER W/6d BOX NAIL @ 2' o.c.
ROOf
A. 2' oz, BOUNDARIES.
B. 3' cz, EDGES
C. 6' oz, FIELD
FOUNDATION NOTES
3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF.
3. 5OfL
Fkt material shall be compacted to 957 and tests are required For all fill of 24' or more
measured from the existing grade to the top of fIli. All structure( foundations shall be
carried to existing grade,
4. CONCRETE
4.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYSi 2500 PSI (NORMAL WEIGHT)
4.2 REINFORCING BAR& ASTM A615 (GRADE 40)
4.3 WELDED WIRE FABRIC (WWF), ASTM A185
4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315,
4.5 CONCRETE C13VERAGE OF REINFORCEMENT, FOOTING 3' BOTTOM AND SIDES,
4.6 EARTH SUPP12RTED SLABSj (INCLUDING EXTERIOR WALK AND DRIVE SLABS 3
DEPTH OF SLAB, FIBER MESH MAY BE USED IN LIEU OF WWF AT CONTRACTORS
1/21 THICK MIN., REINFORCED WITH 6 X 6 - W 1.4 X W 1.4 WWF AT MID -
OPTION
4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
4.8 LAP SPLICE SHALL BE AS FOLLOWS #5 BAR 25', #4 BAR 20' #3 BAR 15'
4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2020 7th EDITION
(SEE TERMITE PROTECTION DETAIL PAGE)
GENERAL MASONRY NOTES,
1. MASONRY UNITS, 1AW ASTM C90
2, MORTARi TYPE M OR TYPE S IAW SBC TABLE 1402.8 IS REQUIRED TO BE
TYPE M OR TYPE S.
3. GROLITi 3/8' MAXIMUM AGREGATE, 8' - 11' SLUMP 2500 PSI OR ASTM C476
4. CONCRETE, 2500 PSI MIN. COMP STRENGHT AT 28 DAYS FOR FOOTING&
2500 PSI FOR SLABS ON GRADE.
5. REINFORCING STEELs GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH
ASTM A615, A616, A70
TERMITE SPECIFICATIONS
1 A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE
TREATMENT PROVIDER AND NEED FOR
RE -INSPECTION AND TREATMENT OF CONTRACT
RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE
POSTED NEW THE WATER HEATER OR ELECTRIC
PANEL. (FBC 104.2.6)
2. CONDENSATE AND ROOF DOWN SPOUTS SHALL
DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING
SIDEWALKS. (FBC 1503.4.4)
3. IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL
RISERS AND SPRAY HEADS SHALL NOT BE
INSTALLED WITHIN V-0" OF THE BUILDING SIDE
WALLS. (FBC 1503.4.4)
4. TO PROVIDE FOR INSPECTION FOR TERMITE
INFESTATION, BETWEEN WALL COVERING AND FINAL
SHALL NOT BE LESS THAN 6 INCHES.
EARTH GRADE
EXCEPTION: PAINT OR DECORATIVE CEIVIENTATIOUS
FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY
TO THE FOUNDATION WALL. (FBC 1403.1.6)
5. INITIAL TREATMENT SHALL BE DONE AFTER ALL
EXCAVATION AND BACK FILL IS COMPLETE. (FBC
1816.1.1)
6. SOIL DISTURBED AFTER THE INITIAL TREATMENT
SHALL BE RETREATED INCLUDING SPACES BOXED
AND FORMED. (FBC 1816.1.2)
7. BOXED AREAS IN CONCRETE FLOORS FOR
SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL
BE MADE WITH PERMANENT METAL OR PLASTIC
FORMS. PERMANENT FORMS MUST BE OF A SIZE
AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE
OF SOIL AFTER THE INITIAL TREATMENT. (FBC
1816.1.3)
8. MINIMUM 6 MIL VAPOR RETARDER MUST BE
INSTALLED TO PROTECT AGAINST RAINFALL DILUTION.
IF RAINFALL OCCURS BEFORE VAPOR RETARDER
PLACEMENT, RETREATIVIENT IS REQUIRED. (FBC
1816.1.4)
9. CONCRETE OVERPOUR AND MORTAR ALONG THE
FOUNDATION PERIMETER MUST BE REMOVED BEFORE
EXTERIOR SOIL TREATMENT. (FBC 1816.1.5)
1O.SOIL TREATMENT MUST BE APPLIED UNDER ALL
EXTERIOR CONCRETE OR GRADE WITHIN V-10" OF
THE STRUCTURE SIDEWALLS. (FBC 1816.1.6)
11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE
INSTALLED AFTER CONSTRUCTION IS COMPLETE
INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL
DISTURBED AFTER THE VERTICAL BARRIER IS
APPLIED, SHALL BE RETREATED. (FBC 1816.1.6)
12.ALL BUILDINGS ARE REQUIRED TO HAVE
PRE -CONSTRUCTION TREATMENT. (FBC 1816.1.7)
13.A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO
THE BUILDING DEPARTMENT BY A LICENSED PEST
CONTROL COMPANY BEFORE A CERTIFICATE OF
OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF
COMPLIANCE SHALL STATE: THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. THE
TREATMENT IS IN ACCORDANCE WITH THE RULES
AND LAWS OF THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES." (FBC
1816.1.7)
Excerpt of Table R301.2(2) in the 71h Edition (2020) FBCR
Zone
Effective
Wind
Area (ft')
Ultimate Design Wind
Speed, Vwt (mph)
150
160
Pos
Neg
Pos
Neg
1,119
10
10.0
-38.7
11.2
-44.0
10119
20
10.0
-34.4
10.5
-39.1
1144
CD
di
r1%
1, jog
50
10.0
-28.6
29.9
-32.5
1X9
100
10.0
-24.3
29.9
-27.6
2
10
10.0
-51.0
11.2
-58.1
2
20
10.0
-45.5
10.5
-51.8
2
50
10.0
-38.1
29.9
43.3
2
100
10.0
-32.5
10.0
-37.0
3
10
10.0
-69.6
11.2
-79.1
3
20
10.0
-58.4
10.5
-66.5
3
so
10.0
-43.6
10.0
-49.6
3
100
10.0
-32.5
10.0
-37.0
1, 2e
10
18.1
-34.6
20.6
-39.3
1, 2e
20
15.6
-34.6
17.8
-39.3
to
1, 2e
so
12.3
-29.4
14.0
-33.5
1, 2e
100
10.0
-25.3
11.2
-28.8
2n,2r..3e
10
18.1
-55.2
20.6
-62.8
19
A
2n,2r,3e
20
15.6
-48.4
17.8
-55.0
2n,,2r,,3e
so
12.3
-39.3
14.0
-U.7
2n,2r,,3e
100
10.0
-32 .5
11.2
-37.0
4-
0
3r
10
18.1
-65.4
20.6
-74.5
3r
20
15.6
-55.2
17.8
-62.8
3r
so
12.3
-40.8
14.0
-46.4
3r
100
10.0
-40.8 1
11.2
-46.4
Excerpt of Toble R301.2(3) in the 7h Edition (2020) FBCR
MEAN ROOF
HEIGHT
EXPOSURE CATEGORY
B
C
D
is
0.82
1.21
1.47
20
0.89
1.29
1.55
25
0.94
1.35
1.61
30
1.00
1.40
1.66
r
0.2 1 r
1
I
0 8h
-1
6
101 (D 011z
I
I
I L. - j
L low =0 W iml oniii
PLAN
Gable and Flat Roofs 0:5 70
t
t
Gable and Flat Roofs 70 < 0 S 450
�ez_vll j.��
e; k
t
I I
I I
I I
I 1
6: (D C2,
(�D: 0
-
r3a n
1 121
PLAN
PLAN
h
----J-
EL1VAn0N
h
- UL -EV-A i'll 0 N
R
ELEVATION
CONT
rrrN,
1 1OOK
T #5 BAR
D BEAM
#5 CONTI FROM
FOUNDATION
1E Q� ��Lnj
31" LONG MIN #5
BAR EPDXIED INTO
CONC.
3/4" 0 X 5" DEEP HOLE
FILLED W/ SIMPSON "SE7
EPDXY
#,0o
MIN. 25" LA
#5 BAR W/ 25"
MIN. LAP SPLICE.
HARDENED
CONCRETE
A
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1/4 a"i
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80C,0 0'00 RA�S�b PANEL
o, io P
U'A
Ar
-1.�7_ -_ 7' - -7
1 F,7-1 1.17' AD us "11
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"A
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6 1 tj2liL1 IRM "M Nalwo got
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fuel TROI 011,1111"
I M, 8" -,A OWN COU COMPUAW OFFICIT
-1* �
7
�.',Nui mz'yo
1, 1��17" Illu
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Lu
W"Om
FWALF
7 PAN�.
P3
DLL3(N Prr!�,;_Rr
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WAIYq-
7F,
L
:1 eer
LID
C
-4
TYPICAL LINTEL SECTIONS
COMPOSITE LINTEL SECTION
1 #5 BAR ONTINUOS
CONCRETE BLOCK `KNOCKOUV' COURSE
ELLS AND "Us KINTE FILLED W/ CONCRETE
2500 PSI 0 28
LO 11
PRE CAST U BLOCK (SEE DETAIL)
-,J4 BAR ADDED THRU U LINTEL TO
���NS GREATER THAN 12'-0"
SPECIFICOONS
1. BAR STEEL SHALL BE MIN. GRADE 40. DEFORMED EXCEPT ViERE PLAIN
BARS (HOOKED FOR BOND ANCHORAGE) ARE SPECIFICALLY PERMITTED.
2. CONCRETE PRE CAST MEMBERS TO BE MIN. 4000 PSI @ 28 DAYS,
Hip Rooft 70 -c 0 9 450 1
Excerpt of Figure R301.2(7) from the 11 Edition (2020)
PR
F8CR
7 5/8-
7�32 0 PLAIN BAR EACH
L G
P
'-
"
H
3�8 0 RfBV EACH LG
0 ER 4 -8 LENGTHS
9 py
7Y32" STIRRUPS O.0
LENGTHS OVER 14 -8 NED
OR WELDED)
A" BARS ��MAIN REINF.)
SEE SCHEID LE
"B" BARS SEE SCHEDULE
7/32 0 PLAIN BAR EACH
7/32" PLAIN BAR STIRRUPS
POSTITIONERS) @ 4'- 0 " 0. C.
TIED OR WELDED
.2 STRANDS 7/16' - 1 WIRE
STRESS RELIEVED 250 KN
PRE STRESSING CABLE
N, is A" BARS PER SCHEDULE
STRESSED CONCRETE
No.
LENGTH
SAFE LOAD - POUNDS PER LINEAR FOOT
UNFILLED
FILLED
L 1
4' -
0"
48*)
Pre cost
1,875 Lbs
6,048 Lbs
L 2
4' -
6'
54*)
re cost
1.850 Lbs
4,815 Lbs
L 3
5' -
4"
64*)
Pre cost
1,743 Lbs
4,615 Lbe
L 4
5 -
10"
70")
Pre cost
1,575 Lbs
3,744 Lbs
L 5
8' -
8*
78*)
Pre cost
1,565 Lbs
3,260 Lbs
L 6
7' -
6'
90-)
Pre cost
1.550 Lbs
2,887 Lbs
L 7
91 -
4n
(1 12-�
Pre cost
1.025 Lbs
1,747 Lbs
L 8
10' -
6"
�126")
Pre Cost
922 Lbe
1,333 Lbs
L 9
11' -
4'
(136-)
Pre cast
800 Lbs
1,483 Lbs
L 10
12' -
0"
0 44)
Pre cost
750 Las
1,304 Lbs
L 11
1 13' -
4"
(160")
Pre cost
651 Lbs
1.018 Ubs
L 1
-
972;j
_nAt
'stressed
585 Los
909 Lbe
L 1Z-
3
1'44; ::
�11
P'rA.
563 Lbs
1,341 Lbs
L 14
15' -
4-
(184")
Pre stressed
510 Lbe
-
1,210 Lbs
L 15
17- -
4-
(208-)
Pre stressed
387 Ibs
911 Lbs
I Is
IQ* -
0
(232")
Pre stressed
289 Lbs
823 Lbs
KrINFORCING 5ChIfDULt AND LOAD GAPAC! rIE5
LINTEL
LENGTH
BAR
LENGTH
CLEAR
SPAN
BOTTOM REINFORCING BARS
"A" MAIN BARS "B" BARS
MAX. SAFE
LOAD
LINTEL ONLY
SAFE LOAD
ON
COMPOSITE
2'- 10"
2'-Q"
1 1-6-
2. 7/320 NONE
1.000 +
3.000 +
S-6'
S-4-
2'-2*
PLAIN BARS END
# / FT.
# / FT.
4'-0
3*-1 0"
2'-8
HOCKED UP 90
4'-5*
1 4'-4"
3'-2-
FOR 2 1/2"
5'-4-
5'-2-
4'-0'
2. #3 0 NONE
1.000 +
2.100 +
5'- 10"
V-8"
4'-6'
# / FT.
# / FT.
6'-4-
6'-2-
5-0-
6 1-8.
6'-4-
5'-4-
7'-5-
7'-0'
6'-2-
2. #4 0 NONE
800 +
2.250 +
8'-4"
1 7'- 10"
7'-0'
# / FT.
# / FT.
9'-4-
8,-10"
-0.
2. #5 0 NONE
800 +
2,000 +
10,-6"
10'-0"
9'-2-
# / FT.
III / FT.
1 V-4"
IV-10"
10'-0"
2. #5 0 2. #3 0
800 #/FT.
2,000 #/FT.
700 #/FT
1,800 #/FT.
12'-5"
12'-0"
11'-2"
13'-4"
12'-10"
12'-0"
650 #/FT
1,600 #/FT.
14*-0"
600 VFT
1 .700 #/FT,
THE INFORMATION CONTAINED HEREIN
WAS PRODUCED BY CONTEC SOUTH
CONSULTING ENGINEERS, OLDSMAR, FL
Safe Load table for Cost - Crate
Htgh - Strength
Pre cost & Pre stressed U Untels
Pre cast tintets may be supplied by Cast Crete or other bLALcOng code approved pro cast manufacturers
RDWORGING 5CHEDULE AND LOAD CAFACITIlt-5
LINTEL
LENGTH
CLEAR
SPAN
"A" BAR
SCHEDULE
MAX SAFE
LOAD
LINTEL ONLY
SAFE LOAD
ON
COMPOSITE
14'-8"
13'-4"
NONE
650
#/FT.
1,900
#/FT.
15'-4?'
14'-0"
NONE
650
#/FT.
1,810
#/FT.
17'-4"
16'-0"
#4 0
BARS
570
#/FT.
1,580
#/FT.
1 g'- 4"
18'-0"
2. #5
0 BARS
500
#/FT.
1,400
#/FT.
20'-0"
18'-8"
2. #50
BARS
425
#/FT.
1,400
#/FT.
22'-0"
20*-8"
2. #5
0 BARS
380
#/FT
1,220
#/FT.
1 24'-0"
1 22'-8"
2. #5
0 BARS
320
#/FT
1,120
#/FT. _j
Above InformatIon Is based on Cast - Crete (FECP Corp,) brand [InteIs,
Based on tests conducted by Warner F, Rosch, P.E.
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THIS DOCUMENT AND ALL INFORMATION,
DESIGN, CONCEPTS DRAWINGS, DETAILS,
SPECIFICATIONS AND GENERAL NOTES
C NTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF "PEAR EDS"
IT SHALL NOT BE COPIED OF TRANSMITTED
IN ANY FORMS OR BY ANY MEAN ELECTRONIC,
MECHANICAL INCLUDING RECORDING
PHOTOCOPYING, INFORMATION STORED &
RETRIEVAL SYSTEMS STRICTLY WITHOUT
THE APPROPRIATE PRIOR WRITTEN PERMISSION
PEAR EDS, LLC THIS DRAWING SHALL BE USED AS A
REFERENCE DOCUMENT AND WORKING INSTRUMENT
ONLY BY AUTHORIZED PERSONNEL.
Engineer of Record
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DATE: 5/10/2023
SCALE: 1/4"=1'
FILE NAME: GONZALEZ
REVISIONS:
NO, DATE DESCRIPTION BY
DRAWING TITLE:
DETAILS 2
WRITTEN DIMENSIONS SHALL HAVE PROECEDENCE
OVER SCALE DIMENSIONS. CONTRACT RS SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB
DRAWING NO.: SHEEFT NO:
%5
SET TOTAL SHEE7S.
5 5/7
ATTACHMENT (1 -45 MPH)
1:3 A
GANMGE DOOR
4: �3.60SLOIO .01.) CONC. SLAB EWd
6 1 W.W.M. OR FIB ECESS
04FSH ON . VAPOR BARRIER OVER
CLEAN COMPACTED ITE TPTATrID FT
FRAMING TO 0 A DRIVEWAY
GAIVI^GE LINTEL
BE FLUSH
2 3#5 REBAR CONT.
MIN. COVER EXPANSION JOINT
PITCH VARIES PER PLAN 12
(SEE TRUSS DRAWING) //r--HURRICANE ANCHOR
ALL BOLTS & NUTS 12" USP TA20
FLUSH WITH FRAME
TERMI TE TP' A7D FT
DRI VIEW
1 '10 JO
NT
IN. '0 EXPAN IN
2* x 6" FRAMING
K
8" KNOCK OUT BIL
W/ 2# 5 FOR 16' WIDE GARAGE DOOR
OR
W/ 1# 5 FOR 8' WIDE GARAGE DOOR/
2" x 6" FRAMING P.T. 2x6 P.T.—
ALL J BOLTS 1/2" x 8 x 3* 1x3 IRS. TRIM —
GARAGE DOOR
8"x8" PRE -STRESSED
CONIC. LINTEL W/ 1 #5 ROD
The gcrcge shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Table R702.3.5. The
wall separation provisions of Table R302.6 shall not apply to gcrcge
walls that are perpendicular to the adjacent dwelling unit wall.
TABLE R302.6
DWELLING —GARAGE SEPARATION
SEPARATION
MATERIAL
From the residence and attics
Not less than 1/2—inch gypsum board or equivalent applied to the
garage side
From habitable rooms above the garage
VNM3�1:�'
Not less than 5/8—inch Type X gypsum board or equivalent navn(ppou
Structure(s) supporting floor/ceiling assemblies used for separation
required by this section
Not less than 1/2—inch gypsum board or equivalent
Garages located less than 3 feet from a dwelling unit on the same
lot . . . . . . .
Not less than 1/2—inch gypsum board or equivalent applied to the
interior side of exterior walls that are within this area
For SI: 1 inch = 25.4 mm, 1 foot 304.8 mm. ...
USP RT18F
OR EQUAL
USP SPT4,
OR EQUAL
DOUBLE
16 0 NAILS
12 16- D.C.
EACH FACE
SIMPSON
SIMPSON HDSA
P.T. BOT. PLATE
EMBEDDED IN CONCRETE
7 A 1!� ANCH:ORIBOLT (5/8)
HEADER DETAIL
U'LIFT CONNECTION AT LOAD 5tAKJNG �AIAI.L
�N7� IfEADER �)C�IFDIJLE
Lf 10 3'- 4"
2- 2.XG'
3' 5' TO 5' 4"
2 - 2* x 8"
5 5" TO 5' G"
2
5' 7" 1 D 2'- G"
2 2';, !:C2
90 HOOK 1
@ K.O. BLC
00-110
20" MIN, LALf
2S,�,,F AAI,
1__#3 OR #4 REINFORCING BAR
#23 #10
11 1U\110 �111)lucc�H
. . . .
+ + - + 4
+ -F T
+ 4
+
+
+ +4±k +
+
. . .
8d �AILS 6 0. C. AT E DG + + + I + r + 4
I I + + 1+
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+ 4
;
+ + + -
+1
+ k
4
4
4
+ 4
+ + . . . . . . . . + +
+ + +
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+ + + + 4,
+ + + + + k + +
< . . . . . . . . . . . . . . . + +
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I - +_+ + -L ----+ -
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+
+
+ + + + + + + +L + + + + + + + + . . . . . .
1+ 1+ L + 4. L 4. 1
tD —U
8d NAILS
6 " 0. C.
H 00 Q) 7 I-Q) H [A\ Do IN M 27 H K [�\ F N H K OC �_� CG Mm FE, F1',) U N M
145 MPH 3 SECOND GUST EXPOSURE "B" WINDZONEI145 MPH 3 SECOND GUST EXPOSUF
8d COMMON NAILS 0 6" O.C. & 8d COMMON NAILS 0 6" O.C. EDGES &
4" O.C. 0 GABLE END WALL OR GABLE TRUSS 8d COMMON NAILS 012* O.C. INTERMEDIATE
.131OX2 1/2- LONG GUN NAIL 0 4" D.C. .131OX2 1/2" LONG GUN NAIL 0 4" D.C.
EDGES & 8" O.C. INTERMEDIATE
.120OX3" LONG GUN NAIL 0 4" O.C. .120,OX3* LONG GUN NAIL 0 4" O.C.
.1130X2" LONG GUN NAIL 0 3" O.C. EDGES & 8* O.C. INTERMEDIATE
.099OX2 1/4" LONG GUN NAIL 0 3" O.C. .1130X2" LONG GUN NAIL 0 3" O.C.
(STAGGERED) & 8- O.C. INTERMEDIATE
.0990X2 1/4- LONG GUN NAIL 0 3" O.C.
EDGES & 6" O.C. INTERMEDIATE
36" MIN. LAP
REINFORCING BAR
ffC5
#5 REINFORCING BAR
R 1 7/8"
HURRP
L
4" EMBEDMI
1/2- GYPSUM
CEILING
DIAPHRAGM
NOTES: DRAFTSTOPING FRAMING
SCALE : N.T.S.
A. 1. SINGLE FAMILY DWELLINGS. IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES INTO TWO
OR MORE APROXIMATE AREAS NTH NO AREA GREATER THAN 500 S.FT.
DRAFTSTOPING SHALL BE PROVIDED PARALLEL TO THE MAIN FRAMING MEMBER
"B" WIND ZC
2 x 4 BLOCKING TRUSS ANCHOR &
STAGGERED TRUSS (TYP.)
BETWEEN TRUSSES METAL MOISTURE BARRIER
ANCHOR
USP TA20
.7 REINFORCI
BOND BE)
ATROOF
PRE CAS -
LINTEL
\/
5d COOLER NAILS
OR GW854 0 7"0.c METAL
MOISTURE
BARRIER
GYPSUM CEILING DIAPHRAGM
TO SIDE WALL CONNECTION
At - 595
A2 - 210
UPLIFT LOAD - 910 TO 1736 LBS.
TRUSS CONNECTION DIRECT
TO BOND BEAM
M
8" THICK CONCRETE MASONRY UNITS
COMBINED TIE BEAM/
LINTEL
HURRICANE ANCHOR
USP TA20
W-O" MAX
UPLIFT CONNECTIONS FOR
TYPICAL HIP FRAMING
—SOLID AREAS
ARE STEEL AND
GROUT
TYPICAL PLUME31NG DETAIL5
SHOWER ENCL
(TEMPERED GLASS)
SHOWER
qt HEAD
SOAP
GRAB
CONTROL
Ln
(o
q SHOWER
HEAD
SOAP
GRAB —
CONTROL
. A),
114T -
E3
5HOWER CURE3
4 THK CONC.
SLAB W1 1 -
LONG FIBER
MESH OR 6*x6"
1.40.4. WWF
INTERIOR WALL—\ SAW CUT TO 10 1/2" --SAW CUT TO 10 1/2"
*U
SHOWER ENCL
I�MPERED GLASS)
6'xl" BASE
SOLID AREAS
ARE STEEL AND
GROUT
FULL 8x8xl6 BLOCK
DOOR OPENING —DOOR OPENING — [NMI DOOR OPENING — —
q _n
2n
\—FILL THIS CAVITY WITH \—FILL THIS CAVITY WITH
\—FI LL THIS CAVITY WITH FN
EXTERIOR WALL FNI GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED
FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO
LINTEL ABOVE L LINTEL ABOVE LINTEL ABOVE
IIST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE
BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE
11" DOOR JAMS WALL IS TO BE WOVEN INTO THE MAIN FRONT TO
REAR WALL AS SHOWN.
W nA �-)O K T37 11,/A�WnIJ97
IAI I 1 1) IN
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FIGURE R704.2.1
TYPICAL SINGLE -SPAN VINYL SOFFIT PANEL SUPPORT
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THIS DOCUMENT AND ALL INFORMATION,
DESIGN, CONCEPTS DRAWNGS, DETAILS,
SPECIFICATIONS AND GENERAL NOTES
CONTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF "PEAREDS"
:T SHALL NOT BE COPIED OF TRANSMITTED
N ANY FORMS OR BY ANY MEAN ELECTRONIC.
MECHANICAL INCLUDING RECORDING
PHOTOCOPYING, INFORMATION STORED
RETRIEVAL SYSTEMS STRICTLY WITHOUT
THE APPROPRIATE PRIOR WRITTEN PERMISSION
PEAR EDS. LLC. THIS DRAVIANG SHALL BE USED ASA
REFERENCE DOCUMENT AND WORKING INSTRUMENT
ONLY BY AUTHORIZED PERSONNEL.
Engineer of Record
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DATE: 5/10/2023
SCALE: 1/4"=l'
FILE NAME: GONZALEZ-RESIDENCE
REVISIONS:
NO, DATE DESCRIPTION By
DRAWING TITLE:
DETAILS. 3
VRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
)VER SCALE DIMENSIONS. CONTRACTORS SHALL
tERIFY AND BE RESPONSIBLE FOR DIMENSIONS
kND CONDITIONS OF THE JOB
DRAWING NO SHEET NO. 6
6 SET TOTAL SHEETS:
6/7
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